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PW13-195 - Original - Titan Earthwork, LLC - 112th Ave SE Watermain Improvement Project - 07/29/2013
Leh Records Management KENT Document wASHINGTON I 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: TITAN Earthwork, LLC Vendor Number: JD Edwards Number Contract Number: PW t3- I l q 5, This is assigned by City Clerk's Office Project Name: 112th Avenue SE Watermain Improvement Description: ❑ Interlocal Agreement ❑ Change Order ❑ Amendment ® Contract ❑ Other: 7-)-1- l 3 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: Kelly Peterson Department: Engineering Detail: (i.e. address, location, parcel number, tax id, etc.): The project consists of approximately 2,980 linear feet of 16" ductile iron water m_ain,____ 500 linear feet of le ductile iron storm drain, 130 linear feet of concrete lined ductile iron storm drain, 500 linear feet of the 4-inch_conduit, 800 linear feet of the 1 1/4 inch conduit, 500 linear feet of 2 inch conduit and other applicable appurtenances as required. S Tub llc\RecordsManagement\Forms\ContractCover\adcc7832 1 11108 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 1121" Avenue SE Watermain Improvements Project Number: 10-3025 BIDS ACCEPTED UNTIL July 9, 2013 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY 7. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KENT W A 5 H 1 N G 7 0 N PUBLIC WORKS DEPARTMENT Timothy J LaPorte, P E. Public Works Director 400 West Gowe Kent, WA 98032 � T Fax* 253-856-6500•• KEN WASHINGTON PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON 1.121" Avenue SE Watermain Improvements Project Number: 10-3025 ADDENDUM No. 1 July 2, 2013 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 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1370 8-12:3(i) 1 Remove and Reinstall Existing $ $ W DO EACH 16-foot Double Gate Per EA 8-12.5 KSP 13752.3(i) 1 3-foot Gate $ $ WSDOT EACH Per EA 8-12.5 KSP SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2015 7-09.5 43 Connection to Existing Water $ $ 3 KSP EACH Main Per EA v V 3 3 3 111111 MAYOR SUZETTE COOKE SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2380 7-99.5 1 12 Inch Blow Off Assembly $ $ 7-12.5 EACH Per EA KSP SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4135 2-02.5 62$ 120 Remove Existing Storm Sewer $ $ KSP LN FT Pipe or Culvert Per LF 4145 2-02.5 3 1 Remove Existing Catch Basin $ $ KSP EACH or Manhole Per EA 4190 8-14.S 150 Quarry Spalls Including $ 8-15.5 TONS Removal Per TON WSDOT & KSP ($6.00 Min.) 4235 8-20.5 50 Installing and Proofing of $ $ 8-32.5 LN FT Schedule 80 PVC Conduit, 1- Per LF KSP 1/2 Inch Dia. II - KENT SPECIAL PROVISIONS Page 1-29 - Section 1-08.3(1)A - Sequencing of Work REVISE the first and second paragraphs as follows: The Contractor shall complete the work in the following sequence as outlined below unless otherwise directed by the Engineer: Installation of 16" water main on SE 240th St. to 1121h Ave. SE (STA 1+32 to 10+50), blow-off at STA 1+24 installed, temporary 12" blow-off at STA 10+50, hydrant at STA 1+62 installed-s-et, and adjusting or replacing drainage features identified on the plans. Watermain shall be cubed, achieve a passing pressure test, all consecutive sets of purity samples satisfactorily passed, and connection made to the existing watermain at STA 1+32. r FtheF,all see resteFatien shall be September 15, . Further, all other work within these limits, including 2 final surface restoration and permanent channelization markings, shall be completed on or before September 15, 2013. Failure to complete said work by September 15, 2013 will result in liquidated damages. See Kent Special Provisions Section 1-08.9. PAGE 1-34 - Section 1-08.9 - Liquidated Damages ADD the following section: 1-08.9 Liquidated Damages Time allowed to complete the work within SE 240th Street to 112th Avenue SE (STA 1+32 to 10+50) as found in 1-08.3(1)A (Sequencing of Work) effects the traveling public and overall movement of vehicles. Failure to complete the work in the time allowed will harm the City. The work within SE 240th Street to 112th Avenue SE (STA 1+32 to 10+50) shall have stand-alone liquidated damages in addition to the liquidated damages covering the overall project. Because the City finds it impractical to calculate the actual cost of delay for failure to complete the work within SE 240th Street to 112th Avenue SE (STA 1+32 to 10+50) it has established the following amounts for liquidated damages. For failure to complete the work within SE 240th Street to 112th Avenue SE (STA 1+32 to 10+50) as stated in 1- 08.3(1)A (Sequencing of Work) by September 15, 2013 the Contractor agrees to pay liquidated damages at the rate of$2,500 for each additional working day necessary to complete the work including passing all inspections. Accordingly, the Contractor authorizes the City to deduct these liquidated damages from any money due or coming due to the Contractor. Liquidated damages related to overall project time for completion can be found by referencing WSDOT Standard Specifications Section 1-08.9 Page 5-3 - Section 5-04.3(21) - Temporary Pavement REVISE the first sentence as follows: Temporary pavement including tremeh patehes shall be installed where specified by the Engineer. Page 5-5 - Section 5-06.5 - Payment REVISE payment item "Remove and Replace Existing Permeable Concrete Pavers" as follows: The unit contract price per square foot of "Remove and Replace Existing Permeable Concrete Pavers" shall constitute complete compensation for all materials, labor, equipment, tools and supplies necessary to remove and dispose of the existing 3 pavers, sell, sand and Feek bedding; excavation;- and compaction of native soil and existing sand and rock bedding; furnishing; and installing new permeable concrete pavers pursuant to the manufacturers recommendations or as directed by the Engineer. Note: Payment for furnishing, installing, and compacting new rock bedding, sand bedding, hydroseeding, and topsoil will be paid under those separate bid items. Page 7-2 - Section 7-04.5 - Payment REVISE the first sentence of the following payment items as reflected below: The unit contract price per each for the "Flanged Check Valve, 18 Inch", shall constitute complete compensation for all labor, material, supplies and equipment necessary to furnish and install the check valve onto the pipe as called out in the plans and described in these specifications. The unit contract price per each for the "Flanged Check Valve, 8 Inch", shall constitute complete compensation for all labor, material, supplies and equipment necessary to furnish and install the check valve onto the pipe as called out in the plans and described in these specifications. The check valve shall be a Tideflex Series 35. The unit contract price per each for the "Globe Style Check Valve", shall constitute complete compensation for all labor, material, supplies and equipment necessary to furnish and install the check valve onto the pipe as called out in the plans and described in these specifications. Pages 7-4 and 7-5 - Section 7-05.5 - Payment REVISE the first sentence of the following payment items as reflected below The unit contract price per each for "Catch Basin Type 2, 72 Inch Diameter", constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to furnish and install the specified structure to final finished grade as shown on the plans and described in the specifications. The unit contract price per each for "Catch Basin, Type 2 60 Inch Diameter" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to furnish and install the specified structure to final finished grade as shown on the plans and described in the specifications. The unit contract price per each for "Catch Basin, Type 2 48 Inch Diameter" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to furnish and install the specified structure to final finished grade as shown on the plans and described in the specifications. 4 The unit contract price per each for "Catch Basin, Type 1", with cover as noted in the plans constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to furnish and install the specified structure to final finished grade as shown on the plans and described in the specifications. Page 7-17 — Section 7-12.5 — Payment REVISE the first sentence of the second paragraph as follows: "8. 12 and 16 Inch Gate Valve MJ x FL or MJ x MJ or FL x FL" "Globe Style Check Valve, 12-inch" "Valve Box Top Section and Lid" "Valve Box Base Section" "12 Inch Butterfly Valve FL x FL" The unit bid price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment required to furnish and 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 item and all necessary fitting and appurtenances; adjusting the valve box top to finished grade after paving; 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; and installing concrete pad as shown in Kent Standard Detail 3-7 around valve box tops in unpaved areas. REVISE the third paragraph as follows: The unit contract price per each for "4 Inch Combination Air Vacuum Valve and Vault" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to supply and install the air release valve and vault including, but not limited to: excavating; backfilling' supplying, laying and joining Jolting the 4 inch ductile iron Cl 52 pipe; pipe, fittings (i e., bends, tees, reducers, adapters, flanges), restrained retainer glands, supplying and installing the 4 inch gate valve, valve box and nut extender, discharge riser, stainless steel screen, styrofoam insulation, thunderline link seal, pipe support, and concrete blocking; core drilling; testing; supplying and laying washed rock; providing hole in vault floor for drainage; cover and cleanup. Pages 7-23 and 7-24 — Section 7-15.5 - Payment REVISE the following payment items as reflected below: The unit contract price per each for "Service Connection 1 Inch Diameter" constitutes complete compensation for furnishing all labor, tools, equipment, and materials necessary to furnish and install feF installing the service connection to the water main pipe including, but not limited to, double strap saddle installation, installation of the corporation stop, connection to the water service line and setter, gate valve with valve box, all excavation, backfill, restoration, pipe fittings or adaptors, testing, 5 flushing, disinfection, and testing of the service connection. Reference Kent Standard Plans 3-10 and 3-11. The unit contract price per linear foot for "Water Service Line 1 Inch Diameter" constitutes complete compensation for the labor, materials, and equipment necessary or incidental to furnish and install the n-F allatio new water service lines including, but not limited to trench excavation, bedding, laying pipe, fittings and adaptors, tracing wire for PE pipe, connection to existing setter and corporation stops, backfilling, restoration, marking of "tail runs", testing, flushing, and disinfection. The unit contract price per each for "1 Inch Meter Setter" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to furnish and install the ,nstallatie new meter setters including, but not limited to connecting the service lines, connecting to "tail runs", excavation, supplying the backfill material, backfill and compacting, fittings and adaptors, testing, flushing and disinfection. "Restrained Retainer Gland, 8 Inch" "Restrained Retainer Gland, 12 Inch" The unit contract price per each for the above listed items constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary or incidental to furnish and install new thenst,llatie restrained retainer glands as shown on the plans, described in these specifications or at locations as directed by the Engineer. Pages 8-7 and 8-8 — Section 8-01.5 - Payment REVISE the following payment as reflected below: The unit bid price per lineal foot for "Filter Fabric Fence" constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to furnish, 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 bid price per square yard for "Straw Mulch" constitutes complete compensation for all materials, tools, labor and equipment required for furnishing and 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 contract price per square yard for "Temporary Construction Entrance, and Removal" constitutes complete compensation for all materials, labor, tools and equipment required to furnish, install, af�d maintain and remove the construction entrance to, and including the staging area, as shown on the plans and as directed by the Engineer. This price shall include, but not be limited to: clearing, grubbing, tree removal, excavation, quarry spalls, maintenance of the entrance during the life 6 of the project and removal upon completion of the project. Disposal of the materials shall be at an approved location. Page 8-12 - Section 8-12.3(1)E - Chain Link Gates REVISE the first sentence of the second paragraph as follows: The 3-foot wide man men gate and hardware shall be galvanized. Page 8-14 - Section 8-14.5 - Payment DELETE the last sentence of the second paragraph: Unit priee shall alse inelude a" wark neeessary te diseentinue sidewalk panels at locations of existing peweF peles. DELETE the third paragraph in its entirety. GentFaeteF shall nete that some peweF poles will need to remain in plaee until completion of sidewalk systern. Page 8-15 - Section 8-20.3(5) - Conduit DELETE the second sentence of the first paragraph: The size of conduit used shall be that size shown in the plans. Genduits -mall^- than ^h electrical trade size ^"," net be No conduit run shall exceed 225 degree total bends in any run without prior approval of the Engineer. Page 8-15 - Section 8-20.5 - Payment REVISE the following payment item "Miscellaneous Electrical" as reflected below: The lump sum contract price for "Miscellaneous Electrical" shall be full pay €er to furnishtng and install all remaining labor, materials, equipment, permitting, conductors, combination meter socket load center, breakers, fittings, and coordination for constructing the remaining electrical work east of Station 23+50 not contained in another bid item to provide a complete operational system whether shown on the plans or stated in the specifications. Page 8-19 - Section 8-28.2 - Materials REVISE the second sentence as follows: Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with hot mix asphalt eeld mIx. 7 Page 8-23 - Section 8-32.5 - Payment REVISE the first sentence of the third paragraph as follows: "Installation and Proofing of Schedule 40 PVC Conduit, 2 Inch Diameter" "Installation and Proofing of Schedule 80 PVC Conduit, 4 Inch Diameter" "Installation and Proofing of Schedule 40 PVC Conduit, 1 1/2 Inch Diameter" "Installation and Proofing of Schedule 80 PVC Conduit, 1 1/2 Inch Diameter" "Installation and Proofing of PVC Coated GRS Conduit, 2 Inch Diameter" "Installation and Proofing of PVC Coated GRS Conduit, 3/4 Inch Diameter" The unit contract bid price per linear foot for the above items shall constitute complete compensation for all material, supplies, tools, equipment and labor required to furnish and install the conduit as shown on the plans or directed by the Engineer. Included in this bid item are all glue, fittings, tracer wire, core drilling, kor-n-seal boots, and all other costs associated with proofing the conduit and all other installation requirements outlined in Section 8-32.1 of the Kent Special Provisions. DELETE fifth paragraph in its entirety. item also ii9dudes supplying and installing #12 gauge lecate WiFe. III - APPENDICES Appendix 4 - Technical Specifications Page 16130-3 - Section 16130 - Conductors - 3-01 - Installation REVISE Item A. as follows: A. Spare conduits shall contain one V4 3/46 inch diameter nylon pull rope. Appendix 5 - Magnetic Flow Meter Supplemental Specifications Page 17120-3 - Section 3-02 - Field Testing DELETE this section in its entirety. 3.02 FIELD TEST-ING A. PFOVide in situ veiTf eaatien of the five^ meter. Pr=eyide yerifeatien equipment and seftware and tFain (DwneF's persennel in it use. Page 17120-3 - Section 4-01 - Payment REVISE this section as follows: The unit contract price per each "Magnetic Flow Meters, 12 Inch" shall constitute full payment for all labor, material and equipment to furnish and install the flow meter and signal converter. 8 Appendix 6 — Precast Concrete Utility Vault Supplemental Specifications Page 02085-5 — Section 4-01 - Payment REVISE the first sentence as follows: The contract unit price per each of the "Precast Concrete Utility Vault" shall constitute complete compensation for all labor, material, supplies, equipment and shipping necessary to furnish and install in place as called out in the plans and these specifications. IV — PLANS Sheet 11 REVISE note on the bottom left hand corner. ALL CONDUIT !NSIDE MiniiLT SlIALL—vE Y4" B!A PVV6 E0,4TEDGRS UNLESS BT„ERWISE TCCC�prVQ Vrl�Ti�T�t�iTTTOL NGTED. CONDUITS WITHIN VAULT BETWEEN STAINLESS STEEL JUNCTION BOXES AND LIGHT, OUTLET, OR SWITCH SHALL BE 3/0" DIA PVC COATED GRS UNLESS OTHERWISE NOTED. END OF ADDENDUM No. 1 7- a-13 Chad Bieren, P.E. Date City Engineer 9 TAB INDEX Tab 1 Bidder's Package Tab 2 Payment and Performance Bond and Contract Tab 3 Table of Contents Tab 4 Kent Special Provisions Tab 5 Kent Standard Plans Tab 6 WSDOT Standard Plans Tab 7 Traffic Control Plans Tab 8 Technical Specifications Tab 9 Magnetic Flow Meter Supplemental Specifications Tab 10 Precast Concrete Utility Vault Supplemental Specifications Tab 11 Miscellaneous Specifications Tab 12 Prevailing Wage Rates CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 112t" Avenue SE Watermain Improvements Project Number: 10-3025 BIDS ACCEPTED T UNTIL July 9, 2013 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING f DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 j TIMOTHY J. LAPORTE, P.E. {' PUBLIC WORKS DIRECTOR I x 3 158 G KENT WAS H IN O T O N BIDDER'S NAME T 1T INN CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 112t" Avenue SE Watermain Improvements Project Number: 10-3025 BIDS ACCEPTED UNTIL July 9, 2013 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY ]. LAPORTE, P.E. PUBLIC WORKS DIRECTOR 4^4 KENT WASH I NGTO N Page t Bidder's Packet Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale 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 Technical Specifications Magnetic Flow Meter Supplemental Specifications Precast Concrete Utility Vault Supplemental Specifications Miscellaneous Specifications Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through July 9, 2013 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: 112t" Avenue SE Watermain Improvements Project Number: 10-3025 The project consists of approximately 2,980 linear feet of 16" ductile iron water main, 500 linear feet of 18" ductile iron storm drain, 130 linear feet of concrete lined ductile iron storm drain, 500 linear feet of the 4-inch conduit, 800 linear feet of the 1 '/a inch conduit, 500 linear feet of 2 inch conduit and other applicable appurtenances as required. See Kent Special Provisions Section 1-08.3(1A), Sequencing of Work, for required work sequencing. The Engineer's estimated range for this project is approximately $2,000,000 - $2,400,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at (253) 856-5508. For technical questions, please call Dave Brock at (253) 856- 5658. 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 Cityof Kent reserves the right to reject an and all bids on an or all schedules or alternates 9 J Y Y or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this _� day of 3yltlE , 2013. ^ T BY: k Published in Kent Reporter on June 28, 2013 _ Daily Journal of Commerce on June 25 & July 2, 2013 CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date 7 a 13 This statement relates to a proposed contract with the City of Kent named 1121" Avenue SE Watermain Improvements 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 BY: 6k Signature/Title W',11 i Am ��11 � YY1.eYv►�a-e,� I } I -to Soynn-er, WA- 6183g0 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) 1121" Watermain Improvements/Brock 1 June 25,2013 Project Number 10-3025 Page 5 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. Dated this qii--- day of &J I L.1 12013. By: For: �1� p�N EArk4�wDC� . 1,t-C. Title: rn-evhb4c Date: —( , 0.. 13 112"Watermain Improvements/Brock 2 June 25, 2013 Project Number 30-3025 Page 6 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subJect to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. 112"Watermam Improvements/Brock 3 June 25, 2013 Project Number. 10-3025 Page 7 Provided to Builders Exchange of WA,Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that '(1 fM3 KA f ffi W of LL, G_ 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 1121h Avenue SE Watermain Improvements/Project Number: 30-3025 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. 112'"Watermain Improvements/Brock 5 June 25, 2013 Project Number. 10-3025 Page 9 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ qqq� 00,35$ WSDOT LUMP SUM Per LS aL() boo. 35 1005 2-01.5 1 Clearing and Grubbing $ q 600. Do$ WSDOT LUMP SUM Per LS 4 500. Uv 1010 2-02.5 3,900 Remove Existing Asphalt $ 01 . 00 $ 35,1 OU 00 KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 7 Remove Cement $4j 0. 0 0 $ 35(). OU KSP SQ YDS Concrete Sidewalk Per SY 1025 2-02.5 10 Remove Cement Concrete $ SO- oc, $ KSP LN FT Curb and Gutter Per LIF o b 1040 8-09.5 1 Removal of Raised Pavement $ (,000. oo$ KSP LUMP SUM Markers and Painted and/or Per LS ( 1000. O o Thermoplastic Traffic Markings 1050 2-02.5 18,000 Saw Cut Existing Asphalt $ 1. 00 $ KSP LN FT Concrete Pavement Per LF J�p ()00. 00 1080 4-04.5 430 Crushed Surfacing Top $ ';0. 00 $ KSP TONS Course, 5/8Inch Minus Per TON I Z�°� bU. ap ($6.00 Min) 1085 4-04.5 615 Crushed Surfacing Base $ 30- O o $ 1 gay fj�, D D KSP TONS Course, 1-1/4 Inch Minus Per TON l ($6.00 Min) 1095 5-04.5 1,000 HMA Class 3/4", PG 64-22 $ 0-0- oo $ 1I LI 000. 00 KSP TONS Per TON 1 112" Watermain Improvements/Brock 6 June 25, 2013 Pro)ect Number. 10-3025 Page 10 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com -Always Verify Scale SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1125 5-04.5 400 HMA Class 1/2" PG-64-22 for $ 115 5, 00 $ (o 7 0 0 0 . 0 u KSP TONS Temporary Pavement Patch Per TON 1145 8-14.5 7 Cement Concrete Sidewalk $ V;0. 00 $ KSP SQ YDS Per SY 1205 8-04.5 10 Cement Concrete Curb and $FJ14.05v $ Cj w2 . 0 O KSP LN FT Gutter Per LF 1315 8-28.5 25 Pothole Utilities $61.0. 00 $ KSP EACH Per EA 31f d V 1320 8-30.5 2 Project Sign Installation $ '760 . OU$ 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 1360 B-22.5 1 Permanent Channelization $ (5)60o. oa$ KSP LUMP SUM Per LS �'0 1365 5-04.5 50 Cold Plant Mix for Temporary $ 100- 00 $ KSP TONS Pavement Patch Per TON 15100 v. Ou 1370 -&-1- ) 1 Remove and Reinstall Existing $ 1 11000, Do$ I po. bb "w-tb9: - EACH 16-foot Double Gate Per EA 43-1't.s V-S9 wcil 1375 8-1T3(`! 1 3-foot Gate $ WSB9T- EACH Per EA qb— 110.6 K-SP W10 1121"Watermain Improvements/Brock 7 June 25, 2013 Project Number 10-3025 Page j I Provided to Builders Exchange of WA, Inc For usage Condfions Agreement see www bxwa com-Always Verify Scale SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Sub Total $ W(J-75 • i 5 9.5% WA State Sales Tax $ Ll �17 8 • LQU Schedule I Total $ Ll ( � SrjN . 0 1 112"Watermain Improvements/Brock 8 June 25, 2013 Project Number 10-3025 Page 12 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT WV 2015 7-09.5 jl— 3 Connection to Existing Water AD 000.00$ KSP EACH Main Per LA I S)dO v OU0 2037 7-09.5 2,980 16 Inch Diameter Ductile $ 1 Z0. 00 $ KSP LN FT Iron, CI 52 Water Main Pipe Per LF 351 0 O . vo 2055 7-12.5 18 12 Inch Gate Valve, MJ x FL $ 11700- °i)$ 30)1(000. 00 KSP EACH or MI x MI or FL x FL Per EA 2056 7-12.5 1 4 Inch Combination Air $q'100.oo$ 01 '7 00 . D D KSP EACH Vacuum Valve and Vault Per EA 2057 75 EACH 16 M Inch x Gate Valve, MJ x FL $$tpo A00.&U$ KSP 2058 7-12.5 1 8 Inch Gate Valve, MI x FL $J11'00. 00$ I ,2-0 O 00 KSP EACH Per EA 2059 7-12.5 3 12 Inch Butterfly Valve, FL x $1)8 D 0. 00$ C G O v KSP EACH FL Per EA �J 2080 7-14.5 2 Hydrant Assembly $ 3)3p0. 0'$ bpD . Da, KSP EACH Per EA 2255 2-09.5 23,640 Shoring or Extra Excavation $ . 10 $ pp WSDOT SQ FT Class B Per SF 2,3� 2260 7-09.5 1,500 Foundation Material, Class I $ �0. 00 $ 145, or-)O . o0 KSP TONS and II for Water Main Per TON 1121"Watermain Improvements/Brock 9 June 25, 2013 Project Number: 10-3025 Page 13 Provided to Builders Exchange of WA,Inc For usage Conditions Agreement see www bxwa com-AlWays Verify Scale SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2275 7-09.5 4,000 Pipe Zone Bedding for $ Z. .S V $ KSP TONS Water Main Per TON 1 0,000. 0 2285 7-09.5 5,500 Bank Run Gravel for Trench $ 20 . OU $ 110 KSP TONS Backfill for Water Main Per TON ($2.50 Min) 2290 02085 1 Precast Concrete Utility Vault $V4 600.00$ ZL )Sdio oc Appendix EACH Per EA A-6 2295 17120 1 Magnetic Flow Meter, $I'7)000. oa$ Appendix EACH 12-Inch Per EA 000. co A-5 2300 7 KSP EACH inch Style Check Valve, 12- $Py E DD.00$ 4,4 00 . 00 2302 7-04.5 1 Remove and Reinstall Existing $ 2,100.a0$ KSP EACH Altitude Valve, 12 Inch Per EA 2305 2-03.5 2,500 Unsuitable Material $ l. O v $ WSDOT CU YDS Excavation, Haul, Removal Per CY 2fsaO on and Disposal 2310 7-12.5 24 Valve Box Top Section and Lid $ (4 O. 0o $ KSP EACH Per EA �� U O 2315 7-12.5 24 Valve Box Base Section $ 30. 00 $ -710. 0 u KSP EACH Per EA 2320 5-06.5 3,000 Remove and Replace Existing $ C1 . 00 $ 71, 000. 6b KSP SQ FT Permeable Concrete Pavers Per SF 112"Watermain Improvements/Brock 10 June 25, 2013 Project Number, 10-3025 Page 14 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2325 7-15.5 6 Service Connection $ 510 • D O $ 3,yZp. 00 KSP EACH 1 Inch Diameter Per EA 2330 7-15.5 230 Water Service Line 1 Inch $ Z0 . 00 $ )(D 00 p p KSP LN FT Diameter Per LF 2340 7-15.5 6 1 Inch Meter Setter $ 310. 00 $ Z JZZ.p• o 0 KSP EACH Per EA 2345 7-15.5 6 Meter Box for Up to 1 Inch $ 2450. 0&> $ ��SdO. 00 KSP EACH Diameter Service Per EA 2350 7-15.5 6 Remove Existing Water Meter $ f$0. 00 $ 1, 690. 06 KSP EACH Per EA 2355 7-15.5 6 Remove Existing Water Meter $ 90. by $ 5qo, OO KSP EACH Setter Per EA 2360 7-15.5 6 Remove Existing Meter Box $ R0. oo $ 54 0. 06 KSP EACH and Lid Per EA 2365 7-09.5 150 12 Inch Diameter Ductile $ 150• 00 $ -LL) 500.oa KSP LN FT Iron, CI 52 Water Main Pipe Per LF 2370 7-09.5 20 8 Inch Diameter Ductile Iron, $ ADO . 00 $ i zoo , vo KSP LN FT Cl 52 Water Main Pipe Per LF 2380 7-09.5 1 12 Inch Blow Off Assembly $ 3d "• " F, 100 . DO KSP EACH Per EA 1121" Watermain Improvements/Brock 11 June 25, 2013 Project Number 10-3025 Page 15 Provided to Builders Exchange of WA, Inc For usage conditions Agreement see www bxwa com-Always Verify Scale SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2385 7-15.5 3 Restrained Retainer Gland, $ 50 . 00 $ 150. On KSP EACH 8 Inch Per EA 2390 7-15.5 23 Restrained Retainer Gland, $ 100 . oa $ Z.j300. 00 KSP EACH 12 Inch Per EA Sub Total $ 'jyN I �� • 0 0 9.5% WA State Sales Tax $ -7 O, (9C? g . L13 Schedule II Total $ 112'h Watermain Improvements/Brock 12 June 25, 2013 Project Number 10-3025 Page 16 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4025 7-04.5 515 Storm Sewer Pipe, 18 Inch $ ( ( O- o o $ KSP LN FT Diameter Cl 50 Ductile Iron Per LF �°S0. b0 Pipe (Cement Lined) 4085 7-05.5 3 Catch Basin, Type 2 $ 2.1 O0• "'$ ,' 00 a c KSP EACH 48 Inch Diameter Per EA 4113 7-05.5 3 Solid Locking Catch Basin $ 31 0. 00 KSP EACH Frame and Cover Per EA q&o. Do 4120 7-03.5 4 Vaned Catch Basin Frame and $ 310.oo $ Z U bo KSP EACH Grate Per EA 4135 2-02.5 620 Remove Existing Storm Sewer $ L(q. 00 $ rJ KSP LN FT Pipe or Culvert Per LF 4145 2-02.5 3 Remove Existing Catch Basin $ U0. o(> $ 330, b v KSP EACH or Manhole Per EA 4150 2-09.5 4,500 Shoring or Extra Excavation $ f) .1 D WSDOT SQ FT Class B Per SF 4155 7-08.5 91 Foundation Material, $ 10• ° O $ KSP TONS Class I and II Per TON 4170 7-08.5 366 Pipe Zone Bedding $ Z- •rDa S. 0 KSP TONS Per TON 4180 7-08.5 846 Bank Run Gravel for Trench $ Io. DD $ KSP TONS Backfill Per TON t(a) 910. 00 1$2.50 Min) 112'h Watermam Improvements/Brock 13 June 25, 2013 Project Number. 10-3025 Page 17 Provided to Builders Exchange of WA Inc For usage conditions Agreement see www bxwa com-Always Verify Scale SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4185 2-02.5 500 Asbestos Pipe Removal and $46. o 0 $ tiZ,60 o• 00 KSP LN FT Disposal Per LF 4190 8-14.5 150 Quarry Spalls Including $ tj 0, 00 WSDOT TONS Removal Per TON (y1000 . 00 ($6.00 Min.) 4195 7K P5 180 Storm LN FT Diameter Sewer Cl 50 Ductile inch Iron Per o o $L ( ,� 0 0 . 00 Pipe 4200 7-05.5 1 Catch Basin, Type 1 $ g15 . OD $ 9 5 00 KSP EACH Per EA 4210 7-05.5 1 Catch Basin, Type 2, $ 3.0500 . vb$ KSP EACH 60 Inch Diameter Per EA 310 4215 7-05.5 1 Catch Basin, Type 2, $ 41tg5b. oo$ KSP EACH 72 Inch Diameter Per EA ��?i5d• °' 4220 7-04.5 1 Flanged Check Valve, $100504. Go$ KSP EACH 18 Inch Per EA O�5 OG • 00 4225 7-04.5 2 Flanged Check Valve, $5''50a. oo$ KSP EACH 8Inch Per EA �l1oGa a o 4230 7-05.5 1 Debris Cage, $ Z,500. 00$ KSP EACH 72 Inch Per EA )�p o . 00 4235 8-20.5 50 Installing and Proofing of $ 1 0• O0 $ Soo , o to KSP LN FT Schedule 80 PVC Conduit, 1- Per LF 1/2 Inch Dia. 112"Watermain Improvements/Brack 14 June 25, 2013 Project Number. 10-3025 Page 18 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Sub Total $ [6-7 57d o a 9.5% WA State Sales Tax $ q l cl . Schedule IV Total $ ( B 3�Ll 8g (5 112" Watermain Improvements/Brock 15 June 25, 2013 Project Number 10-3025 Page 19 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale SCHEDULE V — TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 1,600 Traffic Control Labor $ 140• 00 $ �o�tO00 a s KSP HOURS Per HR 5010 1-10.5 240 Construction Signs Class A $ ( 0• U o $ 2 00. o 0 KSP SQ FT Per SF 5015 1-10.5 800 Traffic Control Supervisor $ 40• oo $ 3Z,0a o- a0 KSP HOURS Per HR 5020 1-10.5 1 Temporary Traffic Control $q,50C.O. q 5O0 Qe KSP LUMP SUM Devices Per LS 0 5030 1-10.5 100 Portable Changeable Message $ 85• Oo $ 8 KSP DAYS Sign (PCMS) Per DAY 5035 1-10.5 300 Sequential Arrow Sign (SAS) $ rj5. o c $ KSP DAYS Per DAY o 0 5075 8-22.5 1 Permanent Channelization $ :j i po. oo$ S/ ( 00. 00 KSP LUMP SUM Per iLS Sub Total $ 13 8'1 0 0 0 . 00 9.5% WA State Sales Tax $ (31110 - o 0 Schedule V Total $ �S , ( 10 , o o 1121"Watermain Improvements/Brock 16 June 25, 2013 Project Number. 10-3025 Page 20 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa corn-Always Verify Scale SCHEDULE VI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6010 8-32.5 950 Utility Trench (2 Ft. Wide, 3 $ 10. 00 $ 9►SOO, o0 KSP LN FT Ft. Cover) Per LF 6020 8-32.5 840 Installing and Proofing of $ 15 . 00 $ y,Zo o - o 0 KSP LN FT Schedule 40 PVC Conduit, 1- Per LF 1/4 Inch Diameter 6025 8-32.5 600 Installing and Proofing of $ (ID , 0 b $ 3 l000 , 00 KSP LN FT Schedule 40 PVC Conduit, 2 Per LF Inch Diameter 6030 8-32.5 420 Installing and Proofing of $ g. 00 $ 3�3 6O. oo KSP LN FT Schedule 80 PVC Conduit, 4 Per LF Inch Diameter 6035 8-32,5 220 Installing and Proofing of $ 10. oo $ 2)100 . o q KSP LN FT Schedule 40 PVC Conduit, 1- Per LF 1/2 Inch Diameter 6045 8-32.5 90 Installing and Proofing of PVC $ 20. oo $ f ►goo- au KSP LN FT Coated GRS Conduit, 2 Inch Per LF Diameter 6050 8-32.5 65 Installing and Proofing of PVC $ 30 • 0 0 $ ( I ISO. oo KSP LN FT Coated GRS Conduit, 3/4 Inch Per LF Diameter 6055 8-32.5 61 Sand for Conduit Bedding $ 'LI• a a $ vv KSP TONS Per TON ►ZS �' 6060 7-08.5 20 Foundation Material, Class I $ 30. ob $ bon a KSP TONS and II Per TON 6065 7-08.5 214 Gravel Borrow for Trench $ 20. 0 0 $ 95 31j, 00 KSP TONS Backfill Per TON 1121" Watermain Improvements/Brock 17 June 25, 2013 Project Number 10-3025 Page 21 Provided to Builders Exchange of WA, Inc.For usage Conditions Agreement see www bxwa com-Always Verify Scale SCHEDULE VI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6070 8-20.5 7 Junction Box Type 1 $ 8" 00 $ J51(97 d , o o KSP EACH Per EA 6075 8-20.5 1 Miscellaneous Electrical $ Z,7Oo.oa$ KSP LUMP SUM Per LS 2,-7 0 • G o Sub Total $ 4 I, I y 1 . o 0 9.5% WA State Sales Tax $ 3, 9 6 $• y 0 Schedule VI Total $ tI, 04,9 • t(Q 112" Watermain Improvements/Brock 18 June 25, 2013 Project Number 10-3025 Page 22 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale SCHEDULE VII — TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7000 8-01.5 0.9 Seeding, Fertilizing, and $05'000- orb KSP ACRE Mulching Per AC 4,FjOD. oo 7005 8-01.5 1,200 Filter Fabric Fence $ 6 .60 $ '�� TOO, oa KSP LN FT Per LF 7010 8-01.5 500 Wattle $(9.So $ 3,L60, 0u WSDOT LN FT Per LF 7015 8-01.5 24 Inlet Protection $ i ( d. O o $ ZI to 4 O, O o KSP EACH Per EA 7020 8-01.5 200 Straw Mulch $ "-ISO $ I )6 C)o• D° KSP SQ YDS Per SY 7025 8-01.5 200 Clear Plastic Covering s4 . 610 $ goo. O o KSP SQ YDS Per SY 7035 8-01.5 1 Baker Tank $20,000* $20,000 KSP FORCE Per FA ACCOUNT *Common price to all bidders 7040 8-01.5 560 Temporary Construction $ 23 .00 $ ISM (o?0. o v KSP SQ YDS Entrance, and Removal Per SY 7045 8-01.5 1 Misc. Erosion Control $15,000.00* $15,000.00 WSDOT FORCE Per FA ACCOUNT *Common price to all bidders 7050 8-01.5 300 Street Cleaning $ Ll5 °o $ u 3 g u o ti WSDOT HOURS Per HR ' 1121"Watermain Improvements/Brock 19 June 25, 2013 Pro)ect Number 10-3025 Page 23 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Sub Total $ ��(010 . 0 D 9.5% WA State Sales Tax $ 0�$93 �S Schedule VII Total $ Z5, CA03 112"Watermain Improvements/Brock 20 June 25, 2013 Project Number 10-3025 Page 24 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale SCHEDULE VIII - ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8005 8-02.5 150 Topsoil Type A $ 4 6- Oo $ KSP CU YDS Per CY 8015 8-02.5 15 Bark or Wood Chip Mulch $ 35, oo $ 5V5 , d d WSDOT CU YDS Per CY 8020 8-01.5 500 Seeding, Fertilizing and $ 5. 00 $ Z)C� KSP SQ YDS Mulching Per SY Sub Total $ Cl . 026 • ° O 9.5% WA State Sales Tax $ $S? 33 Schedule VIII Total $ a g$Z • 3 g 112'h Watermain Improvements/Brock 21 June 25, 2013 Project Number, 10-3025 Page 25 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale BID SUMMARY Schedule I y$ I , r S Ll , o I Schedule ii CS( u . $cl Z u 3 Schedule IV l 19 �, 8 VIL I Schedule V 1 5 l l l 0 . 00 Schedule VI �' Ogol 0 Schedule VII Z 5(03 . 6 �> Schedule VIII R , TOTAL BID AMOUNT I f-g 1 1 S� • OZ 112'h Watermain Improvements/Brock 22 June 25, 2013 Project Number 10-3025 Page 26 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa corn-Always Verify Scale CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: 1121h Avenue SE Watermain Improvements Project Number: 10-3025 Subcontractor Name NW Nsey ' 1A' Item Numbers ool /> , 11LC 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 112"Watermain Improvements/Brock 23 June 25, 2013 Project Number 10-3025 Page 27 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa corn-Always Verify Scale SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: T i rPrN Ear 1-hwork, 1.1.C, Project Name: 1121h Avenue SE Watermain Improvements 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: r I SRN Plumbing Subcontractor Name: Electrical Subcontractor Name: 1 f eA'^S12PfbA --' S14 Sevy"'j 'rn C Signature of Bidder Date 112"Watermain Improvements/Brock 24 June 25, 2013 Project Number 10-3025 Page 28 Provided to Builders Exchange of WA,Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale 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 pr03ects 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. 112`^ Watermain Improvements/Brock 25 June 25, 2013 Project Number. 10-3025 Page 29 Provided to Builders Exchange of WA, Inc For usage conditions Agreement see www bxwa com-Always Verify Scale If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein Is true and sufficiently complete so as not �to)be misleading. SUBMITTED BY: /v NAME: W't kk% Ayy\ \V 1 X1 ADDRESS: 13b0 -p VC. Sk . (, . S\JrV-% ,r) yql x a430t 0 PRINCIPAL OFFICE: fl fhN F ar}1nw or1L. I.LL ADDRESS: 17.iis0\,o \N& a,3 390 PHONE: 'LO�o- 3�.�• 30 e\A FAX: $88 • 3ti5. 100\1 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. 11,ot o li u- o o - Se e Ott0.a e (A 1.2 Provide your current state unified business identifier number. 60-1, - (DO 5-` kD3 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 subse tion. S-e-e )(-ac,._f a{ GVS1�.ESS Uce✓i,S''C, 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). 1121"Watermain Improvements/Brock 26 S t G June 25, 2013 Project Number. 10-3025 Page 30 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? tv L ,oir S 2.2 How many years s your organization been in business under its present business name? ( yeOrS 2.2.1 Under what other or former names has your organization operated? VL 1 LL G 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 2.3.2 State of incorporation: 2.3.3 President's name: 104/A 2.3.4 Vice-president's name(s): 2.3.5 Secretary's name: 2.3.6 Treasurer's name: 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: I- ot . 0—) 2.4.2 Type of partnership (if applicable): tA.C., 2.4.3 Name(s) of general partner(s): l�K� Yy1 g��nZ+�, WIWI LAIIJ � � P11 2.5 If your organization is individually owned, ans$�wer the folt.lowing 2.5.1 Date of organization: 2.5.2 Name of owner: NA 2.6 If the form of your organization is other than those listed above, describe it and name the principals: LL C. 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. WOSV%"lOr , Covtilvichi-.N^ Car&t0edovg - btyaf4ti - rITAtJ`C,4.6136LeD 3.2 List juri dictions in which your organization's partnership or trade name is filed, wOlSvil YNnq Or) 4. EXPERIENCE JJ 4.1 List the categories of work that your organization normally performs with its own forces.(.iVil Co)nS�tVo.-i-►n )� ,, II,„r{y�v,,,r�, V�,,Ii P'eS 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? N D 112" Watermain Improvements/Brock 27 June 25, 2013 Project Number 10-3025 Page 31 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? N 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? N 0 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.) "iD 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. �{ et.4 dt e'" A 4.4.1 State total worth of work in progress and under contract: 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. Sze AA+C.(ln. ,,,J 4.5.1 State average annual amount of construction work performed during the past five years 10 m 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. S-ae. *t'ac" R.eSv,,,.eS S}.- VA \24 e61 i r-0), W;�I%oyr b,11,f elt' 4.7 On a separate sheet,. list our major equipment. S-tz 0 11R d 1"eYv--oYt+ S. REFERENCES U 5.1 Trade References: 5.2 Bank References: Colvmbl' c� Y&t%vlk isAY%k 04" kwp.C�c.0` 5.3 Surety: 5.3.1 Name of bonding company: 6-cytil oral 1rSVr0M„L2 5.3.2 Name and address of agent: ���t lT�wa1 lZp� Dodgy 4Lkie SW10 6. FINANCING 'f C �A00W % V1!A q$qOL 6.1 Financial Statement. Afar 13� G� t After bid opening, the City may require the following Inancial 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. 112`" Watermain Improvements/Brock 28 June 25, 2013 Project Number. 10-3025 Page 32 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa corn-Always Verify Scale .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; Q� Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes);Other Liabilities (e.g., capital, capital -� stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e g , parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SIGNATURE 7.1 Dated at this 01"'- day of JO t , 2013. Name of Organization: "1'ITPtN �arkl�wor 1.4G r By: tf Title: __irYl-�vy�hQC 7.2 W Ak'• AYYI �J*i`, , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this 90- day of Zr*61 , 2013. Notary Public: My Commission Expires: Z. 0\.p' (10 Nota:Expires lic 112'"Watermain Improvements/Brock 29 State ofngton ]2016 June 25, 2013 Project Number, 10-3025 STEVENERLY My Appointment Dec Page 33 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale CERTIFICATE OF COVERAGE � a>f EMPLOYER: Thus official certificate of industrial insurance coverage < Is In lieu of a policy. It remains in effect until your account is officially closed There is no limitation of benefits. You are required by law to post ��H�889 cry$ both this certificate and copies of the posters lusted below You will soon be receiving 1 copy of each If you require additional copies, call Labor Insurance Services Division and Industries at 360-902-4817 Employer Services •Job Safety and Health Protection (available in Spanish) •Youl Rights as a Worker/Family Care Department of Labor & Industries •Notice to Employees PO Box 44144 Olympia WA 98504-4144 WORKER: The employer named below is an insured policyholder with www LNI wa gov the Washington State Industrial Insurance Trust Fund r-_ bob zb3 UBI* Policy Effectiye,Dat'!07 L2CL iWn i AN EAR-I HWORK t<rt_C i Employer t a306 .16TH ST E SOMNER WA 98390-963C TITAN EARTHWORK tLC 935 15TH AVE :EATTL_E WA 98Ji2---1'iJ'7 *Your Unified Business Identifier is the only number you need to discuss your business account with the Washington state departments of Revenue,Licensing Employment Security,Labor and Industries and the Office of the Secretary of State Other state licenses or registrations may be required for proper licensing of your business Fz 1 i-iai-000-(sroz) —-------------------------------- -------------------- -------—--------- --------------------------------- ------ I f i i BUSINESS LICENSE FJ H� 1889 r STATE OF r WASHINGTON f t Unified Business ID #: 602 605 763 Domestic Limited Liability Company Business ID #: 1 t Location: 1 Expires: 04-30-2014 f TITAN EARTHWORK LLC q; TITAN EARTHWORK, LLC 13806 16TH ST E SUMNER WA 98390 9630 TAX REGISTRATION UNEMPLOYMENT INSURANCE INDUSTRIAL INSURANCE % MINOR WORK PERMIT CITY LICENSES/REGISTRATIONS: f BELLEVUE GENERAL BUSINESS #083059 OLYMPIA GENERAL BUSINESS (EXPIRES 11-30-2013) 6 SUMNER GENERAL BUSINESS a '' DUTIES OF MINORS: k Washing equipment/vehicles, keep shop in order, mist tasks as needed at ) 4; the home office/shop location. � I LICENSING RESTRICTIONS: 1 f� Minors working above ground level must be at least 16 years of age. WAC 296-125-033 (5) (b) Court permission and a variance from L&I is required to hire minors t under the age of 14 in non-agriculture jobs. Call 360-902-5316 or o; email teensafety@Lni.wa.gov for information. P REGISTERED TRADE NAMES: KED, LLC KINNARD EDWARD DEVELOPMENT LLC t TITAN y TITAN EARTHWORK, LLC r TITAN EARTHWORKS a � t This document lists the registrations, endorsements, and licenses authorized for the business named above By accepting this document,the licensee certifies the information on the application was complete,true,and accurate to the best of his or her knowledge,and that business will be f conducted in compliance with all applicable Washington state,county,and city regulations Director,Department of Revenue DEMOLITION ■ EARTHWORK ■ UTILITIES 13806 161h Street East Sumner Washington 98390 07/09/2013 To Whom It May Concern: I, William Gill, am a member of TITAN Earthwork, LLC.TITAN Earthwork, LLC has NOT been disqualified from bidding on any public works contract under RCW 39 06 010 or 39.12 065 (3) in the past(3)years. William Gill Member TITAN Earthwork, LLC 1 DEMOLITION-EARTHWORK•UTILITIES Core Principles: Integrity/Safety/Quality/Production NOTEWORTHY PROJECTS(Technically Challenging or Unique Conditions) Job#1209 PW 2012-026 2012 Spot Sewer Rehabilitation Contract 1 Project Name: 2012 Spot Sewer Rehab Contract 1 Phone Number: 206-684-5918 General: TITAN Earthwork, LLC Contact: Young Kim Date Awarded: November 2012 Completion: May 2013 Owner: City of Seattle SPU Contract Amount: $1,350,000+/- Job#1205—Linden Ave North Complete Streets Proiect—Started June 2012 Project Name: Linden Ave North Complete Streets Project Phone Number: 206-615-0488 General: TITAN Earthwork, LLC Contact: Lynn Pera Date Awarded:04/17/2012 Completion: Spring 2013 Owner: Seattle Department of Transportation Contract Amount: $4,677,546.10 Job#1204 PW 2011-046 Capitol Hill Water Quality Project Project Name: Capitol Hill Water Quality Project Phone Number: 206-615-0030 General: TITAN Earthwork, LLC Contact: Jason Sharpley Date Awarded: February2012 Completion: April 2013 Owner: City of Seattle SPU Contract Amount: $2,350,000+/- Job#1201 C8236 SR 99 Yesler Way to Spring Street NB Alaskan Way Widening Project Name: SR 99 Yesler to Spring NB Alaskan Way Phone Number: 206-805-5473 General: TITAN Earthwork Contact: Dave Lindberg Date Awarded: January 2012 Completion: April 2012 Owner: WSDOT Contract Amount: $340,000+/- Job#1116—JBLM AC Watermain Remove and Replace Project Name: JBLM—AC Watermain Rem & Replace Phone Number: 253-912-1910 General: Centennial Contractors Contact: Jullius Pallotta Date Awarded: Nov 2011 Completion: Summer 2012 Owner: JBLM Contract Amount: $700,000+/- Job#1112-State Route 410 Sidewalk Improvements(WSDOT)-To Start Fa112011 Project Name. SR410 Sidewalk Improvement Project Phone Number: 253-447-4337 General: TITAN Earthwork, LLC Contact: King Cooper Date Awarded: August 2011 Completion: Fall 2011 Owner: City of Bonney Lake&WSDOT Contract Amount: $800,000+/- Job#1108-City of Seattle,Ship Canal Trail Extension&BNSF Railway Remediation-To Start Fall 2011 Project Name: South Ship Canal Trail Extension, Phase II Phone Number: 206-271-9549 General- TITAN Earthwork, LLC Contact: Eugene Pike Date Awarded:July 2011 Completion: Fall 2011 Owner: City of Seattle Dept.of Transportation Contract Amount: $700,000+/- 9"4W4; i DEMOLITION •EARTHWORK•UTILITIES Core Principles: Integrity/Safety/Quality/Production Job#1106-City of Centralia, Comprehensive Overhaul of City Sewer Infrastructure Project Name: Sewer I&I Reduction Project Phone Number: 360-508-0063 General: TITAN Earthwork, LLC Contact: Jan Stemkowski Date Awarded: June 2011 Completion: Fall 2012(projected) Owner: City of Centralia Contract Amount: $4,500,000+/- Job#1104-Port of Seattle,SeaTac Airport Runway Storm Infiltration&Bio-Treatment Ponds Project Name: Comprehensive Stormwater Management Phone Number: 206-571-0154 General: TITAN Earthwork, LLC Contact: Michael Langdon Date Awarded: March 2011 Completion: Summer 2011 Owner: Port of Seattle Contract Amount: $1,200,000+/- Job#1021-Western Air Defense Squadron UST Remediation (Joint-Base-Lewis-McChord) Project Name: WADS 853 UST&Soils Remediation Phone Number: 253-377-7653 General: Pacific NICC,Joint Venture(Centennial) Contact: John Malasmas Date Awarded: Winter 2010 Completion: Summer 2011 Owner: Dept of Defense,NORAD&Air Force Contract Amount: $500,000+/- Job#1020-16"Water Main Replacement&PRV Vaults Project Name: 360-Zone PRV/Orillia Road Water Main Exten Phone Number: 206-592-8904 General: TITAN Earthwork, LLC Contact: Jeremy DelMar Date Awarded: Winter 2010 Completion: Spring 2011 Owner: Highline Water District Contract Amount: $800,000+/- Job#1018-King County Burien Park&Ride Parking Garage(Metro Bus Facility) Project Name: Burien Park& Ride Garage Phone Number: 510-773-6440 General: Charles Pankow Builders Contact: Joe McKeown Date Awarded: November 2010 Completion: Sept 2011 Owner: King County&Private Developer(TOD project) Contract Amount: $1,450,000+/- Job#1015-State of Washington Department of General Administration Project Name: Olympia West Capital Campus -Sewer Main Phone Number: 360-902-7272 General: TITAN Earthwork, LLC Contact: Vikki Poitra Date Awarded: July 21, 2010 Completion: Spring 2011 Owner: Dept of General Administration Contract Amount: $1,200,000+/- Job#1014-State of Washington Department of Corrections Project Name: McNeil Island Sewer Force Main Phone Number: 360-902-7572 General: TITAN Earthwork, LLC Contact: Kyle Hicks Date Awarded:July 19, 2010 Completion: Winter 2011 Owner: Dept of Social & Health Services Contract Amount: $ 800,000 . i 9iaf I DEMOLITION•EARTHWORK•UTILITIES Core Principles. Integrity/Safety/Quality/Production Job#1013-Multiple Award J.O.C.Seattle-Seattle Department of Transportation Project Name: JOC Roadway Contract, multiple sites Phone Number: 206-245-3204 General: Mid Mountain Contractors Contact: Josh Vogt Date Awarded: Summer 2009 Completion: Fall 2010 Owner: City of Seattle, Dept. of Transportation Contract Amount: $1,250,000 Job#1010—City of Bonney Lake Fennel Creek Trail Sidewalk Improvements,Ph 1 Project Name: Fennel Crk Trail Sidewalks, Ph. 1 Phone Number: 253-447-4343 General: TITAN Earthwork Contact: Art Larson Date Awarded: June 2010 Completion: August 2010 Owner: City of Bonney Lake Contract Amount: $500,000 Job#1006-University of Washington Project Name: UW Student Housing,Site 33W Phone Number: 206-547-4008 General: Walsh Construction Contact: John Gilson Date Awarded: February 2010 Completion: On-going Owner: University of Washington Contract Amount: $950,000 Job#1005—City of Bremerton Project Name: Pacific Ave. Improvements Phone Number: 360-473-2317 General: TITAN Earthwork Contact: Edward Aban Date Awarded: February 2010 Completion: May 2010 Owner: City of Bremerton Contract Amount: $500,000+/ Job#921-Jorgenson Forge(Dept of Defense/NASA Casting Facility) Project Name: Specialty Forging Foundation Demolition Phone Number: 360-567-1666 General: Phoenix Industrial Contact: Kevin Herbert Date Awarded: August 2009 Completion: November 2009 Owner: Jorgenson Forge Contract Amount: $ 140,000 Job#916-City of Auburn Department of Transportation Project Name: M St NE/Harvey Rd Improvements Phone Number: 253-876-1976 General: TITAN Earthwork, LLC Contact: Jacob Sweeting Date Awarded: August 2009 Completion: October 2009 Owner: City of Auburn Contract Amount: $1,411,000 Job#911-High Capacity Data Center(Private Project) Project Name: South Hill Data Center Phone Number: 206-505-6600 General: Turner Construction Contact: Kevin Hallstrom Date Awarded: May 2009 Completion: on-going Owner: Benaroya Family Contract Amount: $ 350,000 1 DEMOLITION•EARTHWORK-UTILITIES Core Principles: Integrity/Safety/Quality/Production Job#905-Pierce County Roadwav Reconstruction Project Name: Whirlpool Frontage Roadway Phone Number: 206-422-1871 General: Panattoni Construction Contact: Brian Mattson Date Awarded: March 2009 Completion: Summer 2009 Owner: Whirlpool ContractAmount: $ 775,000 Job#820(MATOC-multiple award) Project Name: NAFI Federal Child Development Centers Phone Number: 217-254-9597 General: Murillo Modular/Atlantic Marine Contact: Lee Harms Date Awarded: Spring 2008 Completion: Spring 2010 Owner: Dept of Defense -ARMY(Fort Lewis) Contract Amount: $3,100,000 Job#819-Fort Lewis Multi-Use Athletic/Training Fields Project Name: Fort Lewis Ballfields/Play Fields Phone Number: 217-254-9597 General: Murillo Modular/Atlantic Marine Contact: Lee Harms Date Awarded: November 2008 Completion: July 2009 Owner: Dept of Defense-ARMY Contract Amount: $ 750,000 Job#801- Fort Lewis Base Consolidation Project Name: Fart Lewis Stryker Brigade Complex Phone Number: 253-964-1773 General: Walsh Pacific(Archer Western) Contact: Doug Benjamin Date Awarded: January 2008 Completion: July 2008 Owner: US Army-ARMY Contract Amount: $ 600,000 Job#714-Private Multi-Use Development Project Name: Murals(Harbor Properties) Phone Number: 360-734-2872 General: Exxel Pacific Contact: Sean Stimac Date Awarded: January 2008 Completion: May 2008 Owner. Harbor Properties Contract Amount: $ 800,000 i I f I i DEMQLITiQN-EART HWQPK•VTI L1TJE$ William "Bill" Gill - Field Operations Supervisor (Principal) - PROFESSIONAL EXPERIENCE. TITAN Earthwork,L.L.C..Seattle,Washington, March 2007—Present Acting as a superintendent, for two years I have managed field crews for TITAN Earthwork, L.L.C. performing a variety of projects ranging from $10,000 demolition projects to $850,000 excavations in urban conditions. Project highlights • MURALS—Harbor Properties, Inc.—West Seattle, Spring 2008 Highlights included 30-foot deep 17,500 CY mass excavation within soldier-pile-wall shoring system, 110' long 60" detention pipe structure, and structural excavation Value$850,000 • Fort Lewis Stryker Brigade Complex, Increment 2—Fort Lewis, WA, Spring 2008 Scope includes grading for building pad establishment, structural excavation, backfill, and capillary break installation for over 200,000 square feet of area in 14-different structures. Value $550,000 • Federal Contract—Fort Lewis Child Development Center—Fort Lewis, WA, Spnng 2008. Scope includes TESC, land clearing,full underground utility infrastructure, roadway construction, structural excavation, and site finishes for multiple structures. Value$500,000+ per site • Washington State—Engineering &Architectural Services—Olympic College Abatement and Demolition, Bremerton, Winter 2007108 Scope included TESC, gas, power, water, storm, sewer, steam, and communication disconnections; 30,000 square foot structure demolition, and 5,000 cubic yards of grading with permanent erosion control infrastructure(ponds, tanks, and hydroseed) Work completed without impact to active campus immediately adjacent to primary student parking lot No incidents Value$150,000 • City of Tacoma Waste Water Treatment Plant Upgrades—Construction curb and roadway subgrade for emergency access road, 2007, Worked under GC/CM arrangement and was called in to construct a very technical roadway transition section that the original civil contractor was unable to construct. Emergency project in which we performed what was scheduled as two-week duration in only six working days. No incidents Value$50,000 • Green Lake Albertsons Demolition-Demolition of former Albertsons Grocery Store, Seattle, 2007. Scope included demolition of 26,000 SF Albertsons Grocery Store Much of walls abutted heavily traveled pedestrian sidewalks around Green Lake(popular jogging area)and required exceptional wrecking and pedestrian/traffic control while demolishing 20'walls with active jogging and vehicular travel lane. No incidents. Value$75,000 • WA State Department of Transportation—State-Route 16 Round-A-Bout Improvements at Burnham Drive Overpass, Gig Harbor, 2007 Scope included TESC, new electrical with light pole installation, storm system additions, lane widening of 14"ACP section off of bridge deck exit, stamped concrete traffic island/barrier, new permanent sign installation, and complete stripe and re-striping of roundabout. Extensive night-shift work with major traffic control coordination and weather-sensitive scheduling No incidents. Value$125,000 Parsons(formerly RCI Construction Group),Sumner,Washington, July 1999—March 2007 • April 2004, Seattle, WA (Sound Transit)—Early in the project assisted in creating a new 2-acre wetland area on the shores of Lake Washington under the Department of Ecology and Senior Sound Transit environmental representatives. Then began structural excavation on three-each two-stage soil nail walls totaling 16,000 square feet of wall space, surgical excavation around many underground utilities such as high-pressure gas,water main and all new utilities installed during the project,footing excavation for many cast-in-place retaining walls along the roadway, Earthwork• Demolition • Environmental • Land Clearing • Utilities 835 151"Avenue • Seattle,WA 98122 • Phone (206)7304873 William "Bill' Gill and the preload for the"launch" MSE walls where the rail goes aerial. Was promoted to grading foreman in September of 2005. Managed the demolition and grading of 9.0 miles of sidewalk and 4.5 miles of five-lane roadway with a light rail corridor down the middle on Martin Luther King Jr.Way The most significant challenge of this interurban project has been vehicular and pedestrian traffic control, and mitigating impacts to the community to ensure public access to all businesses and residents in a safe and professional manner. • April 2003, Hanford, WA (U.S. Department of Energy)—Hand-picked via a secure federal background screening application process, I was selected to work on the Hanford Nuclear Reservation to assist in constructing a multi-million cubic-yard nuclear waste containment cell. Needing to be constructed within incredibly tight specifications, my expertise on grade equipment and the Trimble GPS System allowed me to construct the cell within two-one- hundredths of an inch with high efficiency—a spec the Department of Energy hired two separate and independent survey companies to verify. • June 2002, Sumner, WA (Private)—"Swift Transportation Terminal Project"On the 28-acre distribution site, operated paddlewheel scraper in-sync with a grader to strip the site of topsoil, construct storm water detention pond, perform mass-excavation, pre-loaded the budding footprint, stripped the pre-load, performed building footing excavation, and performed excavation for sub-slab mechanicallelectrical Incorporated use of Tumble GPS System on a fully automatic motor grader to establish finish-grade. • November 2001, Dupont, WA (Private)—Operated a 631 Scraper on the mass-grading of a 250-lot plat. Then was"Power Screen"screen-plant operation manager in charge of screening the native material to produce select embankment for the joint trench backfdl. I also assisted in cutting curb grade and making finish-grade on the plat Senior grade engineer on site responsible for calculating all cut fill for finish grades. • October 2001, Auburn WA (WSDOT)—Construction of the"C Street Ramp and Overpass Project on Highway 18". Duties included placing joint utility trench, constructing Mechanically Stabilized Earth (MSE)walls—many in excess of 35'tall and totaling over 2,500' in length—for on/off ramps and bridge approaches; and finish-graded for roadway paving Due to the road closure constraints, had to utilize unique construction methods which included 2004on cranes, aggregate conveyors, and long-reach excavators Upon completion had built a four-sided wall to act as overpass bridge piers. • July 1999, Mill Creek, WA (Private)—Worked as a laborer and apprentice operator on a 150- lot residential plat Built a cut-to-fill storm-water retention pond,wetland improvement, mass- graded the site, mass-grade and finish-grade work for the roadway and lots. EDUCATION. • Ongoing hazard recognition training and certifications. ➢ 6/2006-Cultural Sensitivity Training ➢ 2/2006-Parsons Online Safety Training ➢ 6/2004-Trenching and Excavating Training Seminar D 612004-Confined Space Training Seminar ➢ 5/2004-Fall Management Training ➢ 4/2004-Competent Person Training via RCI Safety Manager ➢ 1/2004-Contractor Orientation Course given by BNSF Railroad ➢ 4/2003-Hazardous Waste Operations and Emergency Response Training-40 hours initially and 8 hours yearly to renew ➢ Medic First Aid Certified, issued 10/05 and expires 10107 (1 have card) DEMOLITION-EARTHWORK-UTILITIES STEVE GREILING - General Manager(Principal) - PROFESSIONAL EXPERIENCE: TITAN Earthwork, L.L.C.. Seattle,Washington, February 2007—Present Individual responsible for developing and executing TITAN's business model. In my fourth year acting as TITAN's general manager, l have done the business development,estimating, permitting, job start-up, contracts, negotiating, submittals, change management and project management for all projects ranging from $10,000 private to $2.5M Department of Defense contracts. To accompany the "TITAN Statement of Qualifications" transmitted 01 March, the following are personal involvement project highlights • City of Seattle DOT,JOC Contracts—Multiple award under Mid-Mountain Contractors— Seattle, WA, 2009. Scope includes TESC, land clearing, underground water, sewer, and storm Infrastructure, roadway construction, and ROW/sidewalk construction. Value$565,000 classification of"Heavy pedestrian/vehicle &Zero lot line clearance"-Josh Vogt,425-202- 3687 • MURALS—Harbor Properties, Inc.—West Seattle, 2008. Highlights included 30-foot deep 17,500 CY mass excavation within soldier-pile-wall/soil nail tie-back shoring system, 110'long 60"detention pipe structure, and structural excavation. Value$850,000 classification of"5,000 CY with shoring wall and soil nail/tie-back assembly"-Sean Stimac 360-734-2872 • Federal Contract—Fort Lewis Child Development Center—Fort Lewis, WA, On-going. Scope includes TESC, land clearing,full underground utility infrastructure, roadway construction, structural excavation, and site finishes for multiple sites Value$2,500,000 classification of"Heavy pedestrian/vehicular traffic due to proximity of Madigan Army Medical Center and adjacent elementary facilities throughout Fort Lewis-Lee Harms 217-254-9597 • WSDOT-SR-169 Green River Emergency Abutment Slide Repair-King County,WA, 2008 TESC, mass excavation of slide material for off-site disposal, large access road construction down critically steep slopes, and site restoration after completion of soil nail installation Provided 20-hour days for nearly two weeks to achieve completion to mitigate abutment failure on the Green River Bridge. SR-169 remained active while TITAN orchestrated operations No incidents Lance Rasband 253-395-3300 • Private Contract—Jorgensen Forge—Seattle, WA, 2009. Scope included very heavy industrial demolition of uhra-reinforced four-foot thick high-strength concrete press foundations inside active foundry operating under NASA and Department of Defense missile contracts (extreme precision/working conditions) Responsible for managing and executing demolition process with 40,000#cantilevered sections cut loose and crane-picked only 6"above active 6,500 PSI hydraulic lines inside mechanical pit Performed work without incident working 24- hours a day(four shifts total)and finished on time within tight schedule parameters. Value $136,000 classified as "Zero clearance/tight vehicular"due to ongoing operations of the aerospace foundry-Kevin Herbert 360-567-1666 • Multiple Contracts, public and private entities—2007-2009 Throughout western Washington TITAN has performed over 60-projects totaling over$11 M I have been personally involved with every process from procurement through close-out. J. Harper Contractors, Inc., Maple Valley, Washington, July 2005 — January 2007. Project manager and estimator responsible for business development, estimating, permitting,job start-up, contracts, scheduling, coordinating scope with sub/general contractors, compiling contract required paperwork, change management, and project close-out. In first nineteen months procured and Earthwork• Demolition • Environmental • Land Clearing • Utilities 13806 116s' Street East • Sumner,WA 98390 • Phone(206)730-4873 STEVE GREILING managed over$5M of asbestos abatement, demolition, remediation, and excavation. Major clients included The Boeing Company, Environmental Protection Agency, Port of Seattle, Seattle Housing Authority, King & Pierce Counties, and major general contractors throughout the Seattle region. Parsons (formerly RCI Construction Group), Sumner, Washington, June 2002—June 2005. In 2002 acted as a safety engineer responsible for enforcement of corporate and site safety policies as well as training employees on company safety culture. Spent most of time in Washington office but traveled extensively to Oregon and Hawaii offices In early 2003 was moved into estimating department Towards the end of 2003 the light rail management team was selected and I was chosen as the civil-construction project engineer Was first of management team to orchestrate job start-up, permitting, mobilization, and break ground in April 2004 with the abatement, demolition, and sod remediation on over seventy-five parcels. At peak production during 2005 was managing four foreman (19-union employees), seven subcontractors, all site TESC, and approximately$10-Million worth of work. Kiewit Construction Company, Renton, Washington June — September, 2001. Acted as MSE Wall Project Engineer/Intern involved in coordinating material subcontractors, deliveries, field personnel, and tracking quantities for an Interstate-90 interchange in Issaquah, Washington An extremely volatile construction schedule and limited staging area created the need for precise forecasting and sound communication between the office,field, and off-site fabricators. Developed a clearer understanding of management skills required to execute massive earthmovmg, blasting, MSE wall, road, and bridge operations Nuprecon, Incorporated, Redmond, Washington, June— December, 2000. Intern assisting with managing multiple jobs Promoted to Project Engineer in and helped manage costs and daily correspondence between multiple contractors Worked full-time during the summer and part-time during the fall quarter of school on a $1 8-Million renovation of an active historic library on the University of Washington campus. Universal Land Construction Company, Woodinville, Washington, June — September, 1999. Grade and pipe crew laborer involved with the final sub-grade calculations and operating equipment. Obtained an understanding of varying site-work methods, processes, and durations. EDUCATION: • University of Washington, Seattle,Washington. B S. in Construction Management, June 2002 • Hazard recognition training and previous certifications: ➢ 40-hour Hazardous Waste Operations Emergency Response ➢ OSHA 30-hour and OSHA 10-hour ➢ Mobile crane supervisor(150 Ton-capacity) ➢ First aid/first responder trained ➢ 4-hour confined space,trenching and excavation, fall protection, scaffolding, subcontractor management, fleet safety, site sense, crisis management, lead, and asbestos awareness courses. AFFILIATIONS: • Member since 2007 of Contractors Development and Competitiveness Center(Urban League of Metropolitan Seattle-ULMS) • King County Small Economically Disadvantaged Business(SCS#575) • University of Washington Construction Management Alumni Association • University of Washington Alumni Association • University of Washington Rugby Alumni-Acting Treasurer DEMOLITION-EARTHWORK-UTILITIES Brett McKenzie - General Su per!ntendent/Forem an (Principal) - PROFESSIONAL EXPERIENCE- TITAN Earthwork, L.L.C., Seattle,Washington, March 2007—Present Acting as TITAN's general superintendent/operations manager, for four years have managed all field-level project resources performing a variety of projects ranging from$10,000 private to $2,5M Department of Defense contracts. To accompany the "TITAN Statement of Qualifications" transmitted 01 March,the following are personal project highlights, • City of Seattle DOT, JOC Contracts—Multiple award under Mid-Mountain Contractors— Seattle, WA, 2009. Scope includes TESL, land clearing, underground water, sewer, and storm infrastructure, roadway construction, and ROW/sidewalk construction. Value$565,000 classification of"Heavy pedestrian/vehicle&Zero lot line clearance"-Josh Vogt, 425-202- 3687 • MURALS—Harbor Properties, Inc.— West Seattle, 2008. Highlights included 30-foot deep 17,500 CY mass excavation within soldier-pile-wall/soil nail tie-back shoring system, 110' long 60" detention pipe structure, and structural excavation. Value$850,000 classification of"5,000 CY with shoring wall and soil nalllfie-back assembly"-Sean Stimac 360-734-2872 • Federal Contract—Fort Lewis Child Development Center—Fort Lewis, WA, On-going. Scope includes TESC, land clearing,full underground utility infrastructure, roadway construction, structural excavation, and site finishes for multiple sites Value$2,500,000 classification of"Heavy pedestrian/vehicular traffic due to proximity of Madigan Army Medical Center and adjacent elementary facilities throughout Fort Lewis-Lee Harms 217-254-9597 • WSDOT-SR-169 Green River Emergency Abutment Slide Repair-King County,WA, 2008. TESC, mass excavation of slide material for off-site disposal, large access road construction down critically steep slopes, and site restoration after completion of soil nail installation. Provided 20-hour days for nearly two weeks to achieve completion to mitigate abutment failure on the Green River Bridge. SR-169 remained active while TITAN orchestrated operations. No incidents Lance Rasband 253-395-3300 • Private Contract—Jorgensen Forge—Seattle, WA, 2009. Scope included very heavy industrial demolition of ultra-reinforced four-foot thick high-strength concrete press foundations inside active foundry operating under NASA and Department of Defense missile contracts (extreme precision/working conditions). Responsible for managing and executing demolition process with 40,000#cantilevered sections cut loose and crane-picked only 6"above active 6,500 PSI hydraulic lines inside mechanical pit Performed work without incident working 24- hours a day(four shifts total)and finished on time within tight schedule parameters Value $136,000 classified as 'Zero clearance/fight vehicular"due to ongoing operations of the aerospace foundry-Kevin Herbert 360-567-1666 • Multiple Contracts, public and private entities—2007-2009. Throughout western Washington TITAN has performed over 60-projects totaling over$11 M I have been personally involved with every process from procurement through close-out Parsons(formerly RCI Construction Group),Sumner,WA-September 1996—February 2007 Construction career started in 1996 as a surveyor/grade engineer on residential plat developments. After several years of grade engineering,some time as a laborer on pipe crews, and as an equipment operator on roadway crews, I have a firm grasp how this industry works. Acting as the f civil superintendent for the Sound Transit Link Light Rail, I was the highest ranking field-dedicated employee coordinating upwards of 100+unionized personnel onsite for a $175-million segment of the alignment. In a typical day my current responsibilities included. managing and developing Earthwork• Demolition • Environmental • Land Clearing • Utilities 835 15`h Avenue • Seattle,WA 98122 • Phone(206)730-4873 I Brett McKenzie schedules for three roadway demolition/sub-grade preparation crews, one fine-grade crew, one paving crew,and three surveying crews; coordinating with multiple subcontractors,agency inspectors, and office management; managing changes in scope from unforeseeable differing site conditions—including review of the proposed re-design documents for field implementation; managing equipment and resource utilization—which includes interviewing and hiring new employees(and subsequently the ungrateful task of terminating employees); review all field correspondence, and lastly communicate closely with the internal project management Project experience includes: • April 2004 to February 2007, Seattle, WA(Sound Transit)—Civil Superintendent—Started as general foreman shaping a new 2-acre wetland area on the shores of Lake Washington, performed civil work on three-each two-stage soil nail walls totaling 16,000 square feet of wall space, managed cast-in-place retaining wall installation along the alignment,and managed preloading operation for the"launch"MSE walls where the rail goes aerial Was promoted to field superintendent in October of 2005 Managed the field operations(as discussed above)for construction of 4.5 miles of light rail down the middle of Martin Luther King Jr.Way South. Orchestrated coordination of vehicular and pedestrian traffic control measures in conjunction with countless agencies having jurisdiction. With official field modifications from Sound Transit officials numbering in the thousands, change management and an ability to improvise, overcome,and adapt to ever-changing field conditions has been my personal achievement for this project. $50M+in managed scope. Michael Cooper is reference at 206-499-5917. • March 2003—Issaquah, WA (Talus Estates)—General foreman-40 lot plat. Built on a very steep slope,the entire lob was based on channeling storm water and the control of a critical subcontractor constructing the numerous rockeries and vertical reinforced keystone walls Developed and implemented an aggressive well-based dewatenng plan to dry out the ground for the necessary earthwork Finished on time and within budget. • August 2002—Sumner, WA (Swift Transportation)—Foreman/grade engineer—28-acre earthwork site Involved with and responsible for all site grading. Much of the layout was done using a Trimble GPS System to assist with grade work. Assisted utility crews installing the storm, sanitary, and water infrastructure The facility involved very detailed grading layout due to the building finish floor elevations constantly changing in thickness/elevation from area to area and all plumbing and electrical(multiple obstructions)already at 100%completion. • October 2001—Newcastle, WA (Meadow View Golf Course)—Foreman/grade engineer—600- lot development included several hundred thousand cubic yards of dirt to be moved and balanced on site. Excavation of large storm water retention vault 30' x 100'x 25' deep and six large storm water retention ponds, some of which were 10,000 cubic yards each. Foreman for earthworks and lead grade engineer for all finish roadway, structural walls, lots, and accompanying golf course grade operations. • October 2000,Auburn, WA (The 3rd Street Overpass Project)—Promoted to foreman during this project and led crew in building MSE walls 35'tall and several thousand feet long. Due to the road closure constraints, had to utilize unique construction methods which included 200-ton cranes, aggregate conveyors, and long-reach excavators. Upon completion had built a four- sided wall to act as overpass bridge piers. Other duties included joint trench installation,finish grading and the excavation of a 16,000 cubic yard storm water retention pond. • February 2000-Aberdeen, WA (Stafford Creek Correctional Facility)—Pipe-layer—Figured trench grades and was responsible for quality control for utility installation as well as the completion of an on-site sewage treatment plant. Brett McKenzie • November 1999, Federal Way, WA (Weyerhaeuser Way Project)—Grade engineer—Because this roadway improvement project started in the winter months, I was involved with over excavation of unsuitable materials and implementing erosion control BMP's Critical schedule mandates still required high-productions even when challenged with excessively wet weather. • 1996 through October 1999, Multiple projects—Grade engineer—Responsible for mass excavation,fine-grading, and utility grades on various projects throughout Washington State. EDUCATION. • Hazard recognition certiflication and/or training received: ➢ Certified Erosion and Sediment Control Lead ➢ Hazardous Waste Operations and Emergency Response Training(HazWOpER) ➢ Asbestos&Lead Awareness, Non-friable Roofing supplement ➢ Medic First Aid Certified ➢ Trenching and Excavating Training ➢ Confined Space Training ➢ Fall Management Training ➢ Hoisting and rigging ➢ Contractor Orientation Course given by BNSF Railroad EL4 DEMOLITION ■ EARTHWORK • UTILITIES 13806 16th Street East-Sumner-Washington-98390 EQUIPMENT LIST EXCAVATOR COMPACT EXCAVATOR WHEEL LOADER 2011 Komatsu PC350 2007 JD 50 2011 JD 544K 2012 Komatsu PC228 2012 JD 50 2007 JD 644J 2008 JD 225 2009 Hitachi 50 2012 Komatsu PZ320 2011 JD 135 2008 Hitachi 135 2011 lHitachi 135 2008 CAT 328 BACKHOE DOZER SWEEPER 2004 CAT 420D I 2008 JD 165OLGP 1999 Rosco Icabover 2006 JD 31OSG 1 2007 Lay-Mor 3 Wheel ROLLER GRADER TRAILER 2003 Vibromax 2009 Komatsu GD655 2006 PJ Dump 2007 Wacker 2008 Load Tr 12K 1999 Trail King 14K 2006 Sullair 185 CFM 2006 Wylie 500 H2O COMMERCIAL VEHICLES SERVICE TRUCKS PICKUPS 2012 Kenworth T-800 2007 Ford 450 2011 Ford 250 2007 Kenworth T-800 2008 Ford 550 2012 Ford 150 2007 Ford H2O N8F 2007 Ford 550 2012 Ford 150 2007 Ford 550 2007 Ford 150 2012 Ford 550 2004 Ford 350 2003 Ford 150 2008 Dodge 1500 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. Subject to the limitations shown in Section 1-08.3(1)A of the Kent Special Provisions. 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: 1 q •13 9&4 !V404' NAME OF BLDDEJR� BY: Signature N)i1\i nvV,-, dill I (Print Name and Title) 1'300 010 1 yl SE. . Address Syw�r�.e�' rwl4 9g3go 112`^ Watermam Improvements/Brock 30 June 25, 2013 Project Number- 10-3025 Page 34 Provided to Builders Exchange of WA, Inc For usage conditions Agreement see www bxwa com-Always Verify Scale BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, TITAN Earthwork.LLC , as Principal, and Berkley Regional Insurance Company , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Five Percent(5%)of Bid Amount Dollars, for the payment of which the Principal and the Surety band 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 112th Avenue SE Watermain Improvements/Project Number: 10-3025 Accordingto the terms of the proposal or bid made b the Principal thereof, and the P P Y P , 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 9th DAY OF July 2013 TITAN Earth ork, LLC PRINCIPAL Berkl Regional Insurance Company SURETY Christopher Winyon Attomey-m-Fact - 20 , Received return of deposit in the sum of $ 112th Watermam ImprovementsBrock 31 June 25,2013 Project Number 10-3025 No 1220h POWER OF ATTORNEY BERKLEY REGIONAL INSURANCE COMPANY WILMINGTON, DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERKLEY REGIONAL INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Urbandale, Iowa, has made, constituted and appointed, and does by these presents make, constitute and appoint Karen Swanson,Anne E. Strieby, Julie R. Truitt, Peggy 4. Firth, Eric Zimmerman, Brent E. Heilesen, Jennifer L. Snyder, Christopher Kinyon, Jamie Diemer, CdSandra Kulseth, Phylis C. Robison or Kellte Hogan of Propel Insurance of Tacoma, WA its true and lawful Attomey-m-Fact,to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 Cc x U.S. Dollars (U.S.S50,000,000.00),to the same extent as if such bonds had been duly executed and acknowledged by the regularly selected officers of the Company at its principal office in their own proper persons a 'This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, o owithout giving effect to the principles of conflicts of laws thereof This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on August 21,2000. T "RESOLVED,that the proper officers of the Company are hereby authorized to execute powers of attorney authorizing and y qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations w ° on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto, ° o and further g r. RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, °a or other suretyship obligations specifically named therein, and they have no authority to bind the Company except n the manner and to the extent therein stated, and further F c RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-rn-fact named, and 7 ° further cRESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any on power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or p other suretyship obligation of the Company, and such signature and seal when so used shall have the same force and effect as though manually affixed The Company may continue to use for the purposes herein stated the facsimile signature of any a person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have n. ceased to be such at the time when such instruments shall be issued" SIN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its =corporate seal hereunto affixed this/Tday of 2013. ° Attest Berkley Regional Insurance Company o y A(Seal) By By H Ira S.Lederman Je after o b Senior Vice President& Secretary mor V President 0 WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE"BERKLEY"SECURITY PAPER. El STATE OF CONNECTICUT) ss: o COUNTY OF FAIRFIELD ) Sworn to before me, a Notary Public in the State of Connecticut,this day of 2013, by Jeffrey M Hafter and 1Ira S Lederman who are sworn to me to be the Senior Vice President,and the SeniSPVice Presi nt and Secretary,respectively, of Berkley Regional Insurance Company EILEEN KILLEEN NoIARr Pc ru x s7 a rt of(ohIVECTtCUT Notary Public, State of Connecticut MY COrOMISSION EXPIRES JUNE 30 2017 ° CERTIFICATE Z I, the underuped, Assistant Secretary of BERKLEY REGIONAL INSURANCE COMPANY, DO HEREBY CERTIFY that the z aoregoing is a F:ce;correct and complete copy of the original Power of Attorney, that said Power of Attorney has not been revoked uor rescinaed and tha the authority of the Attorney-m-Fact set forth therein, who executed the bond or undertaking to which this 3 5Power of Attorney is attached, is in full force and effect as of this date Given under r-y hand and seal of the Company,this 9+h day of (Seal) — Andrew TTrn 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. 1121" Avenue SE Watermain Improvements Project Number: 10-3025 NAME OF PROTECT f lTpk) Ear wort, LI.G NAME OF BIDDER'S FIRM SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER 112' Watermain Improvements/Brock 32 June 25, 2013 Project Number, 10-3025 Page 36 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com -Always Verify Scale 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 1121"Watermain Improvements/Brock 33 June 25, 2013 Project Number. 10-3025 Page 37 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com -Always Verify Scale 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: jANi IAYVN 1Ill Print Name: Timothy J. LaPorte. P.E. Its Dn:��)2f,f Its Public Works Director (Title) (Title) DATE: 13 DATE: �xa►m�1�e purpaSe. r only 112'h Watermain Improvements/Brock 34 June 25, 2013 Project Number 10-3025 Page 38 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention Is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name ....................❑ Orderof Contents.................................................................................❑ Invitationto Bid...................................................................................❑ Contractor Compliance Statement........................................................❑ Date............................................................................................❑ Have/have not participated acknowledgment.............................❑ Signature and address ................................................................❑ Declaration - City of Kent Equal Employment Opportunity Policy ........❑ Date and signature .....................................................................❑ Administrative Policy...........................................................................❑ Proposal...............................................................................................❑ First line of proposal - filled in ...................................................❑ Unit prices are correct ................................................................❑ Minimum bid prices are correct...................................................❑ Subcontractor List (contracts over $100K) ..........................................❑ Subcontractorslisted properly....................................................❑ Signature....................................................................................❑ Subcontractor List (contracts over $1 million).....................................❑ Subcontractors listed properly....................................................❑ Date and signature .....................................................................❑ Contractor's Qualification Statement...................................................❑ Completeand notarized ..............................................................❑ Proposal Signature Page......................................................................❑ AllAddenda acknowledged .........................................................❑ Date, signature and address .......................................................❑ BidBond Form .....................................................................................❑ Signature, sealed and dated .......................................................❑ Powerof Attorney.......................................................................❑ (Amount of bid bond shall equal 5% of the total bid amount) CombinedDeclaration Form.................................................................❑ Signature....................................................................................❑ Change Order 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. 112`"Watermain Improvements/Brock 35 June 25,2013 Project Number. 10-3025 Page 39 Provided to Builders Exchange of WA, Inc For usage Conditions Agreement see www bxwa com-Always Verify Scale RELEASE OF RETAINAGE BOND OF CONTRACTOR Bond No. 0177041 KNOW ALL MEN BY THESE PRESENTS: That we TITAN Earthwork,LLC (hereinafter called Principal), and Berkley Regional Insurance Company a corporation organized and doing business under and by virtue of the laws of the state of Delaware , and duly licensed for the purpose of making, guaranteeing or becoming sole surety upon bonds or undertakings required and authorized by the State of Washington, (hereinafter called Surety), as Surety, are held firmly bound unto City of Kant , (hereinafter called Obligee)in the just and full sum of NINETY THOUSAND FIVE HUNDRED* 690,577.05 )plus 5%of any increases in the contract amount that have occurred or may occur, due to change orders, increases in the quantities or the addition of any new item of work *SEVENTY-SEVEN AND 05/100THS THE CONDITIONS OF THIS OBLIGATION ARE SUCH THAT,Whereas,the said Principal on the 16th day of July 2013 entered into a written contract with the said obligee for 112th Avenue SE Watermam Improvements/Project Number 10-3025 which said contract is hereby referred to and made a part hereof by reference. WHEREAS,Pursuant to Chapter 60.28 RCW,the above named Principal has requested release of retained percentage earned or which may be earned under said contract, and, WHEREAS,the obligee is willing to release retained percentage in advance of contract terms relating to payment provided the principal shall file bond to indemnify the obligee for all loss, cost or damages which the obligee may sustain by reason of payment of retainage to the principal,which bond shall be subject to all claims and liens in the same manner and same priority as apply to the retainage percentage released, or to be released, NOW,THEREFORE, the condition of this obligation is such that if the principal shall indemnify the obligee for all loss, cost or damages which the obligee may sustain by reason of payment of retained percentage to the principal then this obligation shall be null and void unless otherwise to remain in full force and effect. Yl*TVVTTN"8SS WHEREOF, said principal and said Surety have caused these presents to be duly lsclg ttd and staled this 24th day of July 2013 RTAN E&ihN4&k,LLC Berkley Regional Insurance /Company By: Christopher'Kmyon Attorney--in-Fact No. 1220h POWER OF ATTORNEY BERKLEY REGIONAL INSURANCE COMPANY WILMINGTON, DELAWARE NOTICE. The warning found elsewhere in this Power of Attorney affects the validity thereof Please review carefully. b KNOW ALL MEN BY THESE PRESENTS, that BERKLEY REGIONAL INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Urbandale, Iowa, has made, constituted and appointed, and does by these presents make, constitute and appoint Karen Swanson,Anne E. Strieby, Julie R. Truitt, Peggy A. Firth, Eric Zimmerman, Brent E. Heilesen, Jennifer L. Snyder, Christopher Kinyon, Jamie Diemer, 71 Sandra Kulseth, Phylis C. Robison or Kellie Hogan of Propel Insurance of Tacoma, WA its true and lawful Attomey-in-Fact,to m sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, v with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 c U.S. Dollars(U.S.$50,000,000,00),to the same extent as if such bonds had been duly executed and acknowledged by the regularly vselected officers of the Company at its principal office in their own proper persons S FThis Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, o -Ewithout giving effect to the principles of conflicts of laws thereof This Power of Attorney is granted pursuant to the following 1 =resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on August 21,2000 F "RESOLVED, that the proper officers of the Company are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-m-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations w °= on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto, and further 0 o RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, a or other suretyship obligations specifically named therein, and they have no authority to bard the Company except in the manner and to the extent therein stated,and further P" o RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-m-fact named, and further pRESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligation of the Company, and such signature and seal when so used shall have the same force and effect as 3 though manually affixed The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have a ceased to be such at the time when such instruments shall be issued" n _rN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its =corporate seal hereunto affixed this/Sday of 2013. ° on Attest / Berkley Regional Insurance Company a � (Seal) By By m Ira S Lederman Je after "o a Senior Vice President& Secretary mor Vi President C, WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE"BERKLEY" SECURITY PAPER. c STATE OF CONNECTiCUT) � = ) ss: ti o COUNTY OF FAIRFIELD ) oSworn to before me, a Notary Public in the State of Connecticut, this j g day of 2013, by Jeffrey M Hafter and yIra S Lederman who are sworn to me to be the Senior Vice President, and the SemgPiVice Presi• nt and Secretary,respectively, of —.Berkley Regional Insurance Company EILEEN KILLEENt.L�t<„c� J rv0140 rustic 57irE oFuwn'eCnCUT Notary Public, State of Connecticut a MY COMMISSION EXPIRES JUNE 30 2017 CERTIFICATE I, the.uriders4gned, Assistant Secretary of BERKLEY REGIONAL INSURANCE COMPANY, DO HEREBY CERTIFY that the z _oregoiig isatrue;-correct and complete copy of the original Power of Attorney, that said Power of Attorney has not been revoked 'or rescinded and-that the authority of the Attorney-in-Fact set forth therein, who executed the bond or undertaking to which this 75Power of Attorney isattached, is in full force and effect as of this date -Given undefmy hand and seal of the Company,this 7-14-h day of J iA I (Seal) Andrew T ,1 Bond No. 0177040 PAYMENT AND PERFORMANCE BOND ICtNT TO CITY OF KENT KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, TITAN Earthwork, LLC as Principal, and Berkley Regional Insurance Company a Corporation organized and existing under the laws of the State of 94%§tXffcJb4it*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 $One Million Eight ** 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. *Delaware **Hundred Eleven Thousand Five Hundred Forty-One and 01/100 Dollars ($1,811,541.01) 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 112th Avenue SE Watermain Improvements/Project Number: 10-302S (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. 11211 Watermaln Improvements/Brock 36 June 25,2013 i Project Number, 10-3025 TWO WITNESSES: TITAN Earthwork, LLC PRINCIPAL (enter pnnapal' name above) AVIIAIA BY: (VI�W1 1v R%IV)6 TITLE: /SIP bey DATE: 07/24/2013 DATE: 07/24/2013 CORPORATE SEAL: - -' - Peggy A Firth, Witness to Surety PRINT NAME = yJ l DATE: 07/24/2013 Berkley Regional Insurance Company SURETY CORPORATE SEAL: BY: Christopher Kinyon DATE: 07/24/2013 _ TITLE: Attorney-in-Fact ADDRESS: 701 Fifth Ave, Suite 3505 Seattle, WA 98104 CERTIFICATE AS TO CORPORATE SEAL I herebycertify that I am the q� bloc_ y ( """ �eta�of the Corporation named as Principal in the within Bond; that aymett 2n2W� Who signed the said bond on behalf of the Principal -01-AN W WOVIr.,LLL 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. SECRETAkY bRJASS&TANT SECRETARY Notctwj Uc. Notary D State of WMORGAN L.MY COMMISSIFebruary 112t6 Watermain Improvements/Brock 37 June 25, 2013 Pro)ect Number: 10-3025 No. 1220h POWER OF ATTORNEY BERKLEY REGIONAL INSURANCE COMPANY WILMINGTON,DELAWARE NOTICE. The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. b KNOW ALL MEN BY THESE PRESENTS, that BERKLEY REGIONAL INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Urbandale, Iowa, has made, constituted and appointed, and does by these presents make, constitute and appoint Karen Swanson, Anne E. Strieby, Julie R. Truitt, Peggy A. Firth, Eric Zimmerman, Brent E. Heilesen, Jennifer L. Snyder, Christopher Kinyon, Jamie Diemer, Sandra Kulseth, Phylis C. Robison or Kellie Hogan of Propel Insurance of Tacoma, WA its true and lawful Attorney-m-Fact, to E sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00),to the same extent as if such bonds had been duly executed and acknowledged by the regularly v r elected officers of the Company at its principal office in their own proper persons '—This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, o -owithout giving effect to the principles of conflicts of laws thereof This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on August 21,2000 F N "RESOLVED, that the proper officers of the Company are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-m-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations oon behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; o and further o RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, v or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the E manner and to the extent therein stated, and further F RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-m-fact named, and 0 further ARESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any ot power of attorney or certification thereof authorizing the execution and delivery of any bond. undertaking, recognizance, or a p other suretyship obligation of the Company, and such signature and seal when so used shall have the same force and effect as 3 though manually affixed The Company may continue to use for the purposes herein stated the facsimile signature of any y person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have Z ceased to be such at the time when such instruments shall be issued" " SIN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its wocorporate seal hereunto affixed this,//day of 2013. Attest: Berkley Regional Insurance Company o x (Seal) Bye By ti H Ira S Lederman Je after o a Senior Vice President&Secretary nior Vi4 President a � oWARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER. STATE OF CONNECTICUT) ) ss: ti COUNTY OF FAIRFIELD ) pSworn to before me, a Notary Public in the State of Connecticut, this j day of 2013,by Jeffrey M Hafter and Ira S Lederman who are sworn to me to be the Senior Vice President,and the Seni Vice Presi nt and Secretary,respectively, of Berkley Regional Insurance Company EILEEN K(LLEEN NOrARi Pciir 1c sj,ic ru(O,VVECT1CUT Notary Public, State of Connecticut MY COMMISSION EXPIRES JUNE 30 2017 I � CERTIFICATE �I, the utye;s�n<.d, kssistant Secretary of BERKLEY REGIONAL INSURANCE COMPANY, DO HEREBY CERTIFY that the Z oregoitig is-a-true,ctz rect and complete copy of the original Power of Attorney,that said Power of Attorney has not been revoked 'or rescinded and that dir authority of the Attomey-m-Fact set forth therein, who executed the bond or undertaking to which this Power of Attotn"y is arts-Qhed, is in full force and effect as of this date Given under mJ iand and seal of the Company,this Z�day of tA� ,LQ( (Seal) Andrew T a CONTRACT THIS AGREEMENT, made in duplicate, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and TITAN EaythWDvV,,u,G , organized under the laws of the State of , located and doing business at VW6 lb'th a EY S5% m► ey, WA OIg3 O ("Contractor"). WITNESS: In consideration of the terms and conditions contained herein and attached and made a part of this Agreement, the parties agree as follows: 1. The Contractor shall do all work and furnish all tools, materials, and equipment for: 112th Avenue SE Watermain Improvements/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 2012 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2012 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within one hundred twenty (120) working days. Subject to the limitations shown in Section 1-08.3(1)A of the Kent Special Provisions. 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. 112" Watermain Improvements/Brock 38 June 25, 2013 Project Number 10-3025 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. 9. Contractor shall fully cover any and all loads of loose construction materials, including but not limited to sand, dirt, gravel, asphalt, excavated materials, construction debris, etc, to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City. 112" Watermain Improvements/Brock 39 June 25, 2013 Protect Number. 10-3025 CITY OF KENT BY: Sul OKE, MAYOR DATE: z RONALD F. OR ITY CLE K APPR ED AST FORM: KENT LAW DEPARTM CONTRACTOR BY: PRINT NAME: 51f * I ICEI'1Z1� TITLE: /VItyY1wy DATE: -1�2S�13 112"' Watermain Improvements/Brock 40 June 25, 2013 Project Number 10-3025 EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' 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. 112t" Waterman Improvements/Brock 41 June 25, 2013 Protect Number 10-3025 EXHIBIT A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1. The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. 112" Watermain Improvements/Brock 42 June 25, 2013 Project Number 10-3025 EXHIBIT A (Continued) F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than ANII. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. 112'" Watermain Improvements/Brock 43 June 25, 2013 Pro3ect Number. 10-3025 t Client#:119927 TITAEART ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 711912013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s) PRODUCER NAME Christine Christine Maden Propel Insurance PA/C,No,HONE 800 499-0933 FAX 866.577.1326 Eat Tacoma Commercial Insurance E-MAIL CLM ellnsurance coin 1201 Pacific Ave,Suite 1000 ADDRESS @Pro P INSURERS)AFFORDING COVERAGE NAIC A Tacoma,WA 98402 INSURER Continental Casualty Company 20443 INSURED INSURERB Navigators Insurance Company TITAN Earthwork, LLC INsuRERc Westchester Surplus Lines Insur 13806 16th St E INSURERD American Casualty Co of Reading Sumner,WA 98390 INSURER E NSURER F COVERAGES CERTIFICATE NUMBER REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACTOR 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 ADDL SUER POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A GENERAL LIABILITY X X 5084202459 0410512013 04105/2014 EACHOCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Eaor.mmoe $100,000 CLAIMS-MADE '_J OCCUR MED EXP(Any one person) $5,000 X' PD Ded• $2,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT AP PER PRODUCTS-COMP/OP AGG $2,000,000 POLICY X PROECT PLIES LOC $ CM D AUTOMOBILE LIABILITY X X 5084202445 4/05/2013 041051201 EaaccdenntSINGLELIMIT) $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY D AMAGE $$X HIRED AUTOS X AUTOS Per accident B UMBRELLA LIAB X OCCUR X X SE13EXC7512601V 4/05/2013 04/05/201 EACH OCCURRENCE $5 OOO 000 x EXCESS LIAB CLAIMS MADE AGGREGATE $5 000 000 DED RETENTION$ $ WORKERS COMPENSATION (WA Stop Gap) I WC STATU- OTH AND EMPLOYERS'LIABILITY YIN A ANY PROPRIETOR/PARTNER/EXECUTIVE 5084202459 4/05/2013 04/051201 EL EACH ACCIDENT $1 O00 000 OFFICERIMEMBER EXCLUDED N NIA (Mandatory in NH) EL DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under _ DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $1,000,000 C Pollution G24268706002 4105/2013 04105/20141 $5,000,000 Each Liability $5,000,000 Aggregate DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,H more space Is required) RE Project#10-3025/112th Ave SE Watermain Improvements. City of Kent is an additional insured per the attached endorsement. CERTIFICATE HOLDER CANCELLATION t.lt of Kent SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 400 West Gowe ACCORDANCE WITH THE POLICY PROVISIONS Kent,WA 98032 AUTHORIZED REPRESENTATIVE T)� rw I! @ 1988-2010 ACORD CORPORATION.All rights reserved ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S1183843/M1157365 KRG00 F This page has been left blank intentionally TITAN Earthwork,LLC 5084202459 / G-140331-C C/VA (Ed 10/10) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS -WITH PRODUCTS-COMPLETED OPERATIONS COVERAGE This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE(OPTIONAL) Name of Additional Insured Persons Or Organizations (As required by"written contract"per Paragraph A. below) Locations of Covered Operations (As per the"written contract,"provided the location is within the"coverage territory"of this Coverage Part.) A. Section II - Who Is An Insured is amended to 2. We will not provide the additional insured any include as an additional insured: broader coverage or any higher limit of 1. Any person or organization whom you are insurance than the least that is: required by "written contract" to add as an a. Required by the"written contract; additional insured on this Coverage Part, and b. Described in 13.1.above; or 2. The particular person or organization, if any, c. Afforded to you under this policy. scheduled above. B. The insurance provided to the additional insured is 3. This insurance is excess of all other insurance limited as follows: available to the additional insured whether on a primary, excess, contingent or any other basis. 1. The person or organization is an additional But if required by the "written contract," this insured only with respect to liability for "bodily insurance will be primary and non-contributory Injury," "property damage," or "personal and relative to Insurance on which the additional advertising injury"caused in whole or in part by. insured is a Named Insured. a. Your acts or omissions, or 4. The insurance provided to the additional insured b. The acts or omissions of those acting on does not apply to "bodily injury," "property your behalf damage," or "personal and advertising injury arising out of in the performance of your ongoing operations a. The rendering of, or the failure to render, specified in the written contract", or any professional architectural, engineering, c. "Your work" that is specified in the "written or surveying services, including, contract" but only for "bodily injury" or "property damage" included in the (1) The preparing, approving, or failing to "products-completed operations hazard," prepare or approve maps, shop and only if drawings, opinions, reports, surveys, field orders, change orders or drawings (1) The "written contract" requires you to and specifications; and provide the additional insured such (2) Supervisory, inspection, architectural or coverage, and engineering activities, or (2) This Coverage Part provides such coverage. G-140331-C Includes copyrighted material of Insurance Services Office, Ina,with its permission Page 1 of 2 (Ed. 10/10) TITAN Earthwork,LLC 5084202459 G-140331-C CNA (Ed 10110) b. Any premises or work for which the We have no duty to defend or indemnify an additional insured is specifically listed as an additional insured under this endorsement until additional insured on another endorsement we receive from the additional insured wntten attached to this Coverage Part notice of a claim or"suit" C. SECTION IV — COMMERCIAL GENERAL 2. With respect only to the insurance provided by LIABILITY CONDITIONS Is amended as follows: this endorsement, the first sentence of 1. The Duties In The Event of Occurrence, Paragraph 4.a.of the Other Insurance Condition Offense, Claim or Suit condition is amended to is deleted and replaced with the following: add the following additional conditions 4. Other Insurance applicable to the additional insured: a. Primary Insurance An additional insured under this endorsement This Insurance Is primary and non- will as soon as practicable: contributory except when rendered (1) Give us written notice of an "occurrence" or excess by endorsement G-140331-C, an offense which may result in a claim or or when Paragraph b. below applies. suit under this Insurance, and of any claim D. Only for the purpose of the insurance provided by or suit' that does result, this endorsement, SECTION V — DEFINITIONS is (2) Except as provided in Paragraph B.3 of this amended to add the following definition endorsement, agree to make available any "Written contract" means a written contract or other Insurance the additional insured has written agreement that requires you to make a for a loss we cover under this Coverage person or organization an additional insured on this Part' Coverage Part, provided the contract or agreement. (3) Send us copies of all legal papers received, 1. is currently In effect or becomes effective during and otherwise cooperate with us in the the term of this policy, and investigation, defense, or settlement of the claim or"suit", and 2. Was executed prior to: (4) Tender the defense and indemnity of any a. The"bodily injury"or"property damage", or claim or "suit" to any other insurer or self insurerwhose policy or program applies to a b The offense that caused the "personal and loss we cover under this Coverage Part advertising ini But if the "written contract" requires this for which the additional insured seeks coverage insurance to be primary and non- under this Coverage Part. contributory, this provision (4) does not apply to Insurance on which the additional insured is a Named Insured. G-140331-C Includes copyrighted material of Insurance Services Office,Inc,with Its permission Page 2 of 2 (Ed. 10f10) G-18652-J CNA5084202459 (Ed 07-12) CONTRACTORS'GENERAL LIABILITY EXTENSION ENDORSEMENT It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows. The changes this endorsement makes do not apply with respect to any coverage that has been excluded or amended by another endorsement attached to this policy. SCHEDULE Coverage is summarized below.For particulars and limitations affecting each coverage, please refer to the corresponding policy provisions in the body of this endorsement 1. Additional insureds Seven additional insured extensions. 2. Bodily Injury—Expanded Definition 3. Broad Knowledge of Occurrence/Notice of Occurrence 4. Broad Named Insured 5. Broadened Liability Coverage For Damage To "Your Product"And"Your Work" Limit:$100,000. 6. Contractual Liability—Railroads Expanded definition of"insured contract." 7. Contractual Liability For Personal And Advertising Injury B. Electronic Data Liability Loss of Electronic Data Limit $100,000. 9. Expanded Personal And Advertising Injury-Discrimination Or Humiliation 10. Expected Or Intended Injury Reasonable force—"bodily injury"or"property damage." 11. General Aggregate Limits Of Insurance- Per Project 12. In Rem Actions 13. Incidental Health Care Malpractice Coverage 14. Joint VenturesiPartnership]Limited Liability Companies Coverage for your interest in such terminated or ended organizations. 15. Legal Liability/Alienated Premises/Borrowed Equipment Coverage Extended perils. Default limit increased to$500,000 for Damage to Premises Rented To You. $25,000 limit for"property dama e"to borrowed tools or equipment at a jobsite. 16. Liberalization Clause 17. Liquor Liability Coverage Extension 18. Medical Payments Limits increased to$15,000. Reporting increased to three years from the date of accident 19. Non-owned Aircraft Coverage 20. Non-owned Watercraft Increased to 75 feeL 21. Primary And Non-Contributory To Other Insurance 22. Property Damage-Elevators 23. Supplementary Payments Cost of bail bonds increased to$5,000 Daily loss of earnings increased to$1,000. 24. Unintentional Failure To Disclose Hazards 25. Waiver of Subrogation-Blanket Waiver of subrogation where required by written contract orwr€tten agreement 26. Wrap-Up Extension G-18652-J (Ed. 07-12) Page 1 of 12 Copyright,CNA All Rights Reserved. G-18652-J CNA 5084202459 (Ed 07-12) 1. ADDITIONAL INSURED 2. With respect to the insurance afforded to these additional insureds, this insurance SECTION II—WHO IS AN INSURED is amended to does not apply to any "occurrence" which include as an insured any person or organization takes place after the equipment lease (called additional insured)described in paragraphs expires A.through G. below whom you are required to add as an additional insured on this policy under a D. Lessor-Land written contract or written agreement, provided the An owner or other interest from whom land has written contract or written agreement been ]eased by you but only with respect to i. Is currently in effect or becomes effective liability arising out of the ownership, during the term of this policy; and maintenance or use of that specific part of the land leased to you and subject to the following ii. Was executed prior to the "bodily injury," additional exclusions "property damage" or "personal injury and advertising injury" for which the additional This insurance does not apply to: insured seeks coverage 1. Any "occurrence" which takes place after However, we will not provide the additional you cease to lease that land, or insured any broader coverage or any higher limit 2. Structural alterations, new construction or of insurance than the least that is, demolition operations performed by or on a. The maximum permitted by law; behalf of such additional insured. b. Required in the written contract or written E. Lessor-Premises agreement; A manager or lessor of premises but only with c. Afforded to you under this policy, or respect to liability arising out of the ownership, maintenance or use of that specific part of the d. Described in the applicable paragraphs A. premises leased to you and subject to the through G. below. following additional exclusions: A. Controlling Interest This insurance does not apply to: Any persons or organizations with a controlling 1. Any "occurrence" which takes place after interest in you but only with respect to their you cease to be a tenant in that premises; liability arising out of: or 1. Their financial control of you; or 2. Structural alterations, new construction or 2. Premises they own, maintain or control demolition operations performed by or on while you lease or occupy these premises. behalf of such additional insured. This insurance does not apply to structural F. Mortgagee,Assignee or Receiver alterations, new construction and demolition A mortgagee, assignee or receiver but only with operations performed by or for such additional respect to their liability as mortgagee, assignee, insured or receiver and arising out of the ownership, B. Co-owner of Insured Premises maintenance, or use of a premises by you. A co-owner of a premises co-owned by you and This insurance does not apply to structural covered under this insurance but only with alterations, new construction or demolition respect to the cc-owner's liability as co-owner of operations performed by or for such additional such premises insured C. Lessor-Equipment G. State or Governmental Agency or Subdivision or Political Subdivisions 1. Any person or organization from whom you lease equipment, but only with respect to A state or governmental agency or subdivision liability for"bodily injury," "property damage" or political subdivision subject to the following or "personal and advertising injury" caused, provisions: in whole or in part, by your maintenance, 1. This insurance applies only with respect to operation or use of equipment leased to you the following hazards for which the state or by such person or organization. governmental agency or subdivision or political subdivision has issued a permit or authorization in connection with premises G-18652-J (Ed.07-12) Page 2 of 12 Copyright,CNA All Rights Reserved. G-18652-J CNA5084202459 (Ed.07-12) you own, rent, or control and to which this You must give us or our authorized insurance applies representative notice of an "occurrence," offense, claim, or "suit" only when the a. The existence, maintenance, repair, "occurrence," offense, claim or "suit" is known construction, erection, or removal of to, advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, (1) You, if you are an individual; manholes, marquees, hoistaway openings, sidewalk vaults, street (2) A partner, if you are a partnership; banners, or decorations and similar (3) An executive officer or the employee exposures, or designated by you to give such notice, if you b. The construction, erection, or removal are a corporation, or of elevators; or (4) A manager, if you are a limited liability c. The ownership, maintenance or use of company any elevators covered by this insurance. B. NOTICE OF OCCURRENCE 2. This insurance applies only with respect to Your rights under this Coverage Part will not be operations performed by you or on your prejudiced if you fail to give us notice of an behalf for which the state or governmental "occurrence,"offense, claim or"suit"and that agency or subdivision or political subdivision failure is solely due to your reasonable belief has issued a permit or authorization that the"bodily injury" or"property damage"is 3. This insurance does not apply to: not covered under this Coverage Part. However, you shall give written notice of this occurrence, a. "Bodily injury," "property damage" or offense, claim or"suit"to us as soon as you are "personal and advertising injury" arising aware that this insurance may apply to such out of operations performed for the "occurrence,"offense claim or"suit." federal government, state or 4. BROAD NAMED INSURED municipality, or b. "Bodily injury" or "property damage" A. Any subsidiary or affiliate organization, other included within the"products-completed than a partnership, joint venture or limited operations hazard." liability company, in which a Named Insured specifically shown in the Declarations has A governmental permit which requires you to management control, directly or through one or add the governmental entity as an additional more subsidiary organizations, at the time of insured will trigger this Provision 1.as if the loss will qualify as a Named Insured but only if permit were a written contract there is no other similar insurance available to 2. BODILY INJURY—EXPANDED DEFINITION such organization, nor Similar insurance which would be available but for exhaustion of its SECTION V—DEFINITIONS, the definition of limits For the purpose of this provision, similar "bodily injury"is changed to read: insurance means general liability or equivalent "Bodily injury"means bodily injury, sickness or insurance, no matter whether its coverage is disease sustained by a person, including death, broader or narrower than that provided by this insurance. But if the only other similar insurance humiliation, shock, mental anguish or mental injury by that person at any time which results as a is for a consolidated (wrap-up) program, then consequence of the bodily injury, sickness or a subsidiary that qualifies a Named Insured on such project-specific insurance can still disease. qualify as a Named Insured on this insurance, 3. BROAD KNOWLEDGE OF OCCURRENCE/ but not for projects covered by the"consolidated NOTICE OF OCCURRENCE {wrap-up) program." Condition 2.Duties in The Event of Occurrence, [Please see Item 26.C.of this endorsement for Offense, Claim or Suit of SECTION IV— the definition of"consolidated (wrap-up) COMMERCIAL GENERAL LIABILITY program."] CONDITIONS is amended to add the following B. This endorsement does not apply to any provisions: organization for which coverage is excluded by A. BROAD KNOWLEDGE OF OCCURRENCE another endorsement attached to this policy. C. Only for the purpose of this endorsement G-18652-J(Ed 07-12) Page 3 of 12 Copyright,CNA All Rights Reserved. G-1 B652-J CNA6094202459 (Ed 07-12) 1. Management control means: 1. Damage to Your Work a. Ownership interest representing more "Property damage"to"your work"arising out of than 50 of the voting, appointment, or it, or any part of it and included in the"products- designation power for the subsidiary completed operations hazard " organization's governing body, or This exclusion does not apply: b. Having the right, pursuant to a written (1) if the damaged work or the work out of contract, or pursuant to the by-laws, which the damage arises was charter, operating agreement, or similar ub document of a specifically shown so on your behalf by a Named Insured or controlled subsidiary subcontractor; or organization to select, appoint, or (2) If the cause of loss to the damaged designate a majority of the subsidiary work arises as a result of. organization's governing body. Such contract or document must have been (a) Fire; created prior to the time of loss, or (b) Smoke, c. Having the right, pursuant to a written (c) Collapse, or trust agreement, to protect, control the use of, encumber or transfer and sell (d) Explosion. property held by a trust B. The following paragraph is added to SECTION 2. Governing body means the Board of III—LIMITS OF INSURANCE: Directors of a corporation. Subject to 5.above, $100,000 is the most we 3. Loss means: will pay under Coverage A for the sum of damages arising out of any one "occurrence" a. The occurring of the "bodily injury" or because of"property damage"to"your product" "property damage"; or and"your work"that is caused by fire, smoke, b. The committing of the offense that collapse or explosion and is included within the caused the "personal and advertising "product-completed operations hazard " This injury" sublimit does not apply to"property damage"to "your work"if the damaged work or the work out D. The insurance provided by this policy applies to of which the damage arises was performed on Named Insureds when trading under their own your behalf by a subcontractor names, or under such trading names or doing- Liability C. This Provision S. Broadened Lia business-as (DBA) names as any should dY choose to employ. Coverage For Damage To "Your Product" And "Your Work" does not apply if an 5. BROADENED LIABILITY COVERAGE FOR endorsement of the same name is attached to DAMAGE TO "YOUR PRODUCT" AND "YOUR this policy. WORK" S. CONTRACTUAL LIABILITY—RAILROADS A. Under SECTION I — COVERAGE A— BODILY INJURY AND PROPERTY DAMAGE With respect to operations performed within 50 feet LIABILITY, Paragraph 2.Exclusions is amended of railroad property,the definition of"insured to delete exclusions k. and 1. and replace them contract"in SECTION V—DEFINITIONS is with the following: replaced by the following [This insurance does not apply to'] "Insured Contract" means: k. Damage to Your Product a. A contract for a lease of premises However, that portion of the contract for a lease of "Property damage"to"your product"arising premises that indemnifies any person or out of it, or any part of it except when organization for damage by fire to premises caused by or resulting from: while rented to you or temporarily occupied by you with permission of the owner is not an (1) Fire; "insured contract"; (2) Smoke, b. A sidetrack agreement; (3) Collapse; or c. Any easement or license agreement; (4) Explosion. G-18652-J (Ed. 07-12) Page 4 of 12 Copyright,CNA All Rights Reserved. G-18652-J CF A 5084202459 (Ed. 07-12) d. An obligation, as required by ordinance, to Damages arising out of the loss of, loss of use indemnify a municipality, except in connection of, damage to, corruption of, inability to access, with work for a municipality, or inability to manipulate "electronic data" that e. An elevator maintenance agreement, does not result from physical injury to tangible Property f. That part of any other contract or agreement However, this exclusion does not apply to pertaining to your business (including an liability for damages because of"bodily injury." indemnification of a municipality in connection with work performed for a municipality) under B. The following paragraph is added to SECTION which you assume the tort liability of another Ill—LIMITS OF INSURANCE. party to pay for "bodily injury" or "property Subject to 5.above, $100,000 is the most we damage" to a third person or organization Tort will pay under Coverage A for all damages liability means a liability that would be imposed arising out of any one"occurrence" because of by law in the absence of any contract or "property damage"that results from physical agreement. injury to tangible property and arises out of Paragraph f.does not include that part of any "electronic data" contract or agreement. C. The following definition is added to the (1) That indemnifies an architect, engineer or SECTION V—DEFINITIONS: surveyor for injury or damage arising out of: "Electronic data" means information, facts or (a) Preparing, approving or failing to programs stored as or on, created or used on, prepare or approve maps, shop or transmitted to or from computer software drawings, opinions, reports, surveys, (including systems and applications software), field orders, change orders or drawings hard or floppy disks, CD-ROMS, tapes, drives, and specifications, or cells, data processing devices or any other (b) Giving directions or instructions, or media which are used with electronically failing to give them, if that is the primary controlled equipment. cause of the injury or damage, D. For the purposes of the coverage provided by (2) Under which the insured, if an architect, this endorsement, the definition of "property engineer or surveyor, assumes liability for damage in SECTION V — DEFINITIONS is an injury or damage arising out of the replaced by the following* insured's rendering or failure to render 17. "Property damage" means: professional services, including those listed a. Physical injury to tangible property, in (1) above and supervisory, inspection, including all resulting loss of use of that architectural or engineering activities. ProPerty. All such loss of use shall be 7. CONTRACTUAL LIABILITY FOR PERSONAL deemed to occur at the time of the AND ADVERTISING INJURY physical injury that caused it, Under SECTION I—COVERAGE B—PERSONAL b. Loss of use of tangible property that is AND ADVERTISING INJURY LIABILITY, Paragraph not physically injured. All such loss of 2. Exclusions is amended to delete exclusion e. use shall be deemed to occur at the Contractual Liability. time of the "occurrence" that caused it; This provision 7. does not apply to any person or or organization who otherwise qualifies as an c. Loss of, loss of use of, damage to, additional insured on this Coverage Part corruption of, inability to access, or 8. ELECTRONIC DATA LIABILITY inability to properly manipulate "electronic data," resulting from physical A. Under SECTION I — COVERAGE A— BODILY injury to tangible property All such loss INJURY AND PROPERTY DAMAGE, of "electronic data" shall be deemed to Paragraph 2. Exclusions is amended to delete occur at the time of the "occurrence" exclusion p. Electronic Data and replace it with that caused it, the following: For the purposes of this insurance, [This insurance does not apply to:] "electronic data" is not tangible property. p. Electronic Data E. If Electronic Data Liability is provided at a higher limit by another endorsement attached to this G-18652-J(Ed. 07-12) Page 5 of 12 Copyright,CNAAII Rights Reserved. G-18652-J C/VA 5084202459 (Ed. 07-12) policy, then the $100,000 limit provided by this Intended Injury and replace it with the Provision 8. Electronic Data Liability is part of, following: and not in addition to, that higher limit [This insurance does not apply to:] 9. EXPANDED PERSONAL AND ADVERTISING a. Expected or Intended Injury INJURY -DISCRIMINATION OR HUMILIATION A. SECTION V—DEFINITIONS is amended to add 'Bodily injury"or"property damage" the following to the definition of "Personal and expected or intended from the standpoint of advertising injury": the insured, This exclusion does not apply to"bodily injury" or"property damage" h. Discrimination or humiliation that results in resulting from the use of reasonable force injury to the feelings or reputation of a to protect persons or property. natural person, but only if such 11. GENERAL AGGREGATE LIMITS OF discrimination or humiliation is: INSURANCE -PER PROJECT (1) Not done intentionally by or at the direction of. A. For each construction project away from premises you own or rent, a separate (a) The insured, or Construction Project General Aggregate (b) Any "executive officer," director, Limit, equal to the amount of the General stockholder, partner, member or Aggregate Limit, is the most we will pay for manager(if you are a limited liability the sum of. company)of the insured; and 1. All damages under Coverage A, except (2) Not directly or indirectly related to the damages because of "bodily injury" or employment, prospective employment, property damage' included in the past employment or termination of hazarprod "; and employment operations employment of any person or persons hazard"; and by any insured. 2. All medical expenses under Coverage B. Under SECTION I — COVERAGE B — C' PERSONAL AND ADVERTISING INJURY that arise from "occurrences" or LIABILITY, Paragraph 2. Exclusions is accidents which can be attributed solely amended to add the following additional to ongoing operations at that exclusions. construction project Such payments [This insurance does not apply to:] shall not reduce the General Aggregate Limit shown in the Declarations, nor the Discrimination Relating To Room, Construction Project Aggregate Limit of Dwelling or Premises any other construction project "Personal or advertising injury"caused by B. All. discrimination directly or indirectly related to 1. Damages under Coverage B, regardless of the sale, rental, lease or sub-lease or the number of locations or construction prospective sale, rental, lease or sub-lease projects involved, of any room, dwelling or premises by or at the direction of any insured 2. Damages under Coverage A, caused by Fines Or Penalties "occurrences" which cannot be attributed solely to ongoing operations at a single Fines or penalties levied or imposed by a construction project, except damages governmental entity because of because of "bodily injury" or "property discrimination. damage" included in the "products- This provision 9.does not apply to any person completed operations hazard"; and or organization who otherwise qualifies as an 3. Medical expenses under Coverage C additional insured on this Coverage Part. caused by accidents which cannot be 10. EXPECTED OR INTENDED INJURY attributed solely to ongoing operations at a single construction project, Under SECTION I—COVERAGE A—BODILY will reduce the General Aggregate Limit shown INJURY AND PROPERTY DAMAGE in the Declarations. LIABILITY, Paragraph 2. Exclusions is amended to delete exclusion a. Expected or G-18652-J (Ed. 07-12) Page 6 of 12 Copyright,CNA All Rights Reserved. G-18652-J CNA5084202459 (Ed. 07-12) C. The limits shown in the Declarations for Each (a) "Bodily injury' caused by a "health Occurrence, for Damage To Premises Rented care incident" will be considered To You and for Medical Expense continue to caused by an "occurrence", and apply, but will be subject to either the Construction Project Aggregate Limit or the (b) All acts, errors or omissions that General Aggregate Limit, depending on whether are logically connected by any the "occurrence" can be attributed solely to common fact, circumstance, ongoing operations at a particular construction situation, transaction, event, advice project. or decision will be considered to constitute a single"occurrence", D. When coverage for liability arising out of the (2) The "bodily injury„ occurs during the "products-completed operations hazard" is policy period. All "bodily injury" arising provided, any payments for damages because of"bodily injury" or"property damage" included from an occurrence„will deemed to in the "products-completed operations hazard," have occurred the timea of the first regardless of the number of locations involved act, error, or omission that is part of the will reduce the Products-Completed Operations "occurrence"; and Aggregate Limit shown in the Declarations. B. With respect only to the insurance provided by E. if a single construction project away from this Provision 13., Exclusion 2.e. Employer's premises owned by or rented to the insured has Liability of SECTION 1 — COVERAGE A — been abandoned and then restarted, or if the BODILY INJURY AND PROPERTY DAMAGE, authorized contracting parties deviate from is amended to append the following. plans, blueprints, designs, specifications or Only for "bodily injury" not covered by other timetables, the project will still be deemed to be liability insurance (including state-sanctioned the same construction project. self insurance) available to the insured (or which F. The provisions of SECTION III — LIMITS OF would be available but for exhaustion of its Omits), this exclusion does not apply to "bodily INSURANCE not otherwise modified by this endorsement shall continue to apply as injury"that arises out of a"health care incident" stipulated. C. SECTION V—DEFINITIONS is amended to add 12. IN REM ACTIONS the following new definition: Any action in rem against any vessel owned or "Health care incident" means a negligent act, operated by or for you, or chartered by or for you will error or omission by your "employees" or be treated in the same manner as though the action "volunteer workers" working on your behalf in were in personam against you. the rendering of or failure to render professional health care services in any of the following In rem is a term used to designate actions instituted capacities, or the related furnishing of food, against the thing, as distinct from actions against beverages, medical supplies or appliances the person,which are said to be in personam. a. Physician, 13. INCIDENTAL HEALTH CARE MALPRACTICE b. Nurse; COVERAGE A. With respect only to "bodily injury" that arises c. Emergency medical technician; out of a "health care incident," COVERAGE A— d. Paramedic; BODILY INJURY AND PROPERTY DAMAGE e. Chiropractor, LIABILITY OF SECTION I — COVERAGES is amended to replace Insuring Agreement f. Dentist; Paragraphs 1.b.(1) and 1.b.(2) with the following: g• Athletic trainer b. This insurance applies to"bodily injury"only h. Audiologist-, if you are not in the business of providing I. Physical therapist; professional health care services, and only if, j. Psychologist; (1) The "bodily injury" is caused by an k. Speech therapist; "occurrence" that takes place in the 1, Other allied health professional; or "coverage territory." For the purpose of p this insurance: G-18652-J (Ed. 07-12) Page 7 of 12 copyright,CNA All Rights Reserved. G-18652-J CNA 5084202459 (Ed 07-12) m. Provider of first aid or Good Samaritan a. "bodily injury" to a co-"volunteer worker" services rendered in an emergency and for while performing duties related to the which no payment is demanded or received, conduct of your business, and D. SECTION 1—COVERAGE A—BODILY INJURY b. "bodily injury" to an "employee" while in AND PROPERTY DAMAGE, Paragraph 2. the course of the "employee's" Exclusions is amended to add the following employment by you or while performing additional exclusions. These new exclusions duties related to the conduct of your apply only to this Incidental Health Care business; Malpractice Coverage: when such "bodily injury" arises out of a [This insurance does not apply to:] "health care incident." Dishonesty or Crime 3. Paragraphs 2.a. (1)(a), (b) and (c) of Any dishonest, criminal or malicious act, error or SECTION II — WHO IS AN INSURED do omission. not apply to "bodily injury" for which insurance is provided this Provision 13. Clinical Trials 1 Product Testing 4. Paragraph 2.a.(1)(d) of SECTION Il—WHO Acts, errors or omissions that occur in the IS AN INSURED is deleted. course of human clinical trials or product G. With respect to the insurance provided by this testing. Provision 13., the following is added to Medicare/Medicaid Fraud Paragraph 4.b.(1) of SECTION IV — Medicare or Medicaid fraud or abuse. COMMERCIAL GENERAL LIABILITY CONDITIONS Services Excluded by Endorsement To the extent this insurance applies,it is excess Any "health care incident" for which coverage is over any of the other insurance (including excluded by endorsement qualified self insurance), whether primary, E. SECTION V—DEFINITIONS is amended to add excess, contingent or on any other basis, except for Insurance purchased specifically by you to the following subparagraph to Paragraph f. of be excess of this policy. the definition of"insured contract': 14. JOINT VENTURES / PARTNERSHIP 1 LIMITED Paragraph f. does not include that part of any LIABILITY COMPANIES contract or agreement A. The following is added to SECTION 11 — WHO (4) Under which you assume another's tort IS AN INSURED: liability for "bodily injury" arising out of the rendering of or failure to render professional 4. You are an insured when you had an health care services. interest in a joint venture, partnership or limited liability company which terminated or F. SECTION Il — WHO IS AN INSURED is ended prior to or during this policy period, amended to add the following provisions. but only to the extent of your interest in such 1. Your "employees" are insureds with respect joint venture, partnership or limited liability to, company.This coverage does not apply a. "bodily injury" to a co"employee" while a. Prior to the termination date of any joint in the course of the co-"employee's" venture, partnership or limited liability employment by you or while performing company, duties related to the conduct of your b. If there is other valid and collectible business; and insurance purchased specifically to b. "bodily injury" to a "volunteer worker" insure the partnership, joint venture or while performing duties related to the limited liability company; or conduct of your business; c. To a joint venture, partnership or limited when such"bodily injury"arises out of a liability company which is or was "health care incident," insured under a"consolidated (wrap-up) 2. Your "volunteer workers" are insureds with insurance program." respect to: G-18552-J (Ed. 07-12) Page 8 of 12 Copyright,CNA All Rights Reserved. G-18652-J CNA5084202459 (Ed 07-12) [Please see Item 26.C. of this endorsement Paragraphs (1), (3) and (4) of this exclusion for the definition of"consolidated (wrap-up) do not apply to "property damage" (other program."] than damage by fire) to premises rented to B. The last paragraph of SECTION Il — WHO IS you or temporarily occupied by you with the AN INSURED is deleted and replaced by the permission of the owner, or to the contents following. of premises rented to you for a period of 7 or fewer consecutive days. A separate limit Except as provided under the Contractors' of insurance applies to Damage To General Liability Extension Endorsement or by Premises Rented To You as described in the attachment of another endorsement(if any), SECTION III—LIMITS OF INSURANCE. no person or organization is an insured with Paragraphs (3), (4), (5) and (6) of this respect to the conduct of any current or past exclusion do not apply to liability assumed partnership, joint venture or limited liability under a sidetrack agreement. company that is not shown as a Named Insured in the Declarations. Paragraph (6) of this exclusion does not 15. LEGAL LIABILITYlALIENATED PREMISES/ apply to "property damage" included in the BORROWED EQUIPMENT "products-completed operations hazard." A B. Under SECTION I — COVERAGE A — BODILY A. Under SECTION 1 — COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE, INJURY AND PROPERTY DAMAGE the last paragraph of Paragraph 2. Exclusions Paragraph 2. Exclusions is amended to delete is deleted exclusion j. Damage to Property in its entirety and replaced by the following. and replace it with the following. Exclusions c. through n. do not apply to [This insurance does not apply to:] damage by fire to premises while rented to you or temporarily occupied by you with permission j. Damage to Property of the owner nor to the contents of premises "Property damage"to: rented to you for a period of 7 or fewer consecutive days. (1) Property you own, rent, or occupy; A separate limit of insurance applies to this (2) Premises you sell, give away or coverage as described in SECTION III—LIMITS abandon, if the "property damage" OF INSURANCE. arises out of any part of those C. The following paragraph is added to SECTION premises; III—LIMITS OF INSURANCE- (3) Property loaned to you; Subject to S. above, $25,000 is the most we will (4) Personal property in the care, custody pay under Coverage A for damages arising out or control of the insured; of any one "occurrence" because of "property damage"to tools or equipment loaned to you by (5) That particular part of real property on others that occurs while the equipment is being which you or any contractors or used to perform operations. subcontractors working directly or indirectlyon our behalf are performing D. Paragraph 6. Damage To Premises Rented To Y p 9 operations, if the "property damage" You Limit of SECTION III — LIMITS OF arises out of those operations; or INSURANCE is replaced by the following: (6) That particular part of any property that 6. Subject to Paragraph 5. above, (the Each must be restored, repaired or replaced Occurrence Limit), the Damage To because "your work" was incorrectly Premises Rented To You Limit is the most performed on it, we will pay under SECTION — I — COVERAGE A for damages because of Paragraph (2) of this exclusion does not "property damage" to any one premises apply if the premises are"your work" while rented to you or temporarily occupied Paragraphs (3) and (4) of this exclusion do by you with the permission of the owner, not apply to "property damage" to tools or including contents of such premises rented equipment loaned to you. A separate limit to you for a period of 7 or fewer consecutive of insurance applies to such tools or days. The Damage To Premises Rented To equipment that are damaged while being You Limit is the greater of: used in your operations. a. $500,000; or G-18652-J (Ed. 07-12) Page 9of12 Copyright,CNA All Rights Reserved. G-18652-J CNA5084202459 (Ed. 07-12) b. The Damage To Premises Rented To This paragraph B. does not apply to medical You Limit shown in the Declarations expenses incurred in the state of Missouri E. Paragraph 4.b.(1)(a)(11) of SECTION IV — 19. NON-OWNED AIRCRAFT COMMERCIAL GENERAL LIABILITY Under SECTION I—COVERAGE A—BODILY CONDITIONS is deleted and replaced by the INJURY AND PROPERTY DAMAGE LIABILITY. following Paragraph 2.Exclusions is amended such that (ii) That is property insurance for premises exclusion g.Aircraft,Auto or Watercraft does not rented to you, for premises temporarily apply to an aircraft you do not own, provided that: occupied by you with the permission of the 1. The pilot in command holds a currently effective owner; or for personal property of others in certificate issued by the duly constituted your care, custody or control; authority of the United States of America or F. This Provision 15. does not apply if Damage To Canada, designating that person as a Premises Rented To You Liability under commercial or airline transport pilot; SECTION — I — COVERAGE A is excluded by 2. The aircraft is rented to you with a trained, paid endorsement. crew, and 16. LIBERALIZATION CLAUSE 3. The aircraft does not transport persons or cargo If we adopt a change in our forms or rules which for a charge would broaden coverage for contractors under this 20. NON-OWNED WATERCRAFT endorsement without an additional premium charge, your policy will automatically provide the additional Under SECTION I—COVERAGE A—BODILY coverage as of the date the revision is effective in INJURY AND PROPERTY DAMAGE LIABILITY, your state Paragraph 2. Exclusions is amended to delete 17. LIQUOR LIABILITY subparagraph (2)of exclusion g.Aircraft,Auto or Watercraft and replace it with the following. Under SECTION I—COVERAGE A—BODILY INJURY AND PROPERTY DAMAGE, Paragraph 2. [This exclusion does not apply to:] Exclusions is amended to delete exclusion c. (2) A watercraft you do not own that is: Liquor Liability. (a) Less than 75 feet long, and This provision 17.does not apply to any person or organization who otherwise qualifies as an (b) Not being used to carry persons or property additional insured on this Coverage Part. for a charge. 18. MEDICAL PAYMENTS 21. PRIMARY AND NON-CONTRIBUTORY TO OTHERINSURANCE A. Paragraph 7. Medical Expense Limit, of SECTION III — LIMITS OF INSURANCE is With respect to any person or organization that is an deleted and replaced by the following: additional insured under this Coverage Part, the following is added to Paragraph 4. of SECTION IV— 7. Subject to Paragraph 5. above (the Each COMMERCIAL GENERAL LIABILITY Occurrence Limit), the Medical Expense CONDITIONS: Limit is the most we will pay under SECTION — I — COVERAGE C for all If you have agreed in writing in a contract or medical expenses because of"bodily injury' agreement that this insurance is primary and non- sustained by any one person. The Medical contributory relative to an additional insured's own Expense Limit is the greater of. insurance,then this insurance is primary and we will not seek contribution from that other insurance For (1) $15,000;or the purpose of this Provision 21.,the additional (2) The amount shown in the Declarations insured's own insurance means insurance on which for Medical Expense Limit. the additional insured is a Named Insured B. Paragraph 1.a.(3)(b) of SECTION I — This Provision 21. does not apply in situations COVERAGE C MEDICAL PAYMENTS, is where the endorsement on this policy affording replaced by the following: coverage to the additional insured specifies that this insurance is excess over any other insurance (b) The expenses are incurred and reported to available to that additional insured. us within three years of the date of the 22 PROPERTY DAMAGE—ELEVATORS accident, and G-18652-J (Ed. D7-12) Page 10 of 12 Copyright,CNA All Rights Reserved. G-18652-J CNA5084202459 (Ed. 07-12) A. Under SECTION I — COVERAGE A — BODILY However, this waiver applies only when you have INJURY AND PROPERTY DAMAGE, agreed in writing to waive such rights of recovery in Paragraph 2. Exclusions is amended such that a contract or agreement, and only if the contract or exclusion k. Damage to Your Product, and agreement: subparagraph (3), (4) and (6) of exclusion j. 1. Is in effect or becomes effective during the term Damage to Property do not apply "property of this policy; and damage that results from the use of elevators. B. With respect only to the coverage provided by 2. Was executed prior to loss. this endorsement, Condition 4. Other 26. WRAP-UP EXTENSION: OWNER CONTROLLED Insurance in SECTION IV — COMMERCIAL INSURANCE PROGRAM, CONTRACTOR GENERAL LIABILITY CONDITIONS is CONTROLLED INSURANCE PROGRAM OR amended to add the following subparagraph CONSOLIDATED (WRAP-UP) INSURANCE b.(1)(a)(v): PROGRAMS 4. Other Insurance Note: The following provision does not apply to any b. Excess Insurance public construction project in the state of Oklahoma, nor to any construction project in the state of (1) This insurance is excess over. Alaska, that is not permitted to be insured under a (a) Any of the other insurance, "consolidated (wrap-up)insurance program" by whether primary, excess, applicable state statute or regulation: contingent or on any other If the endorsement EXCLUSION— basis CONSTRUCTION WRAP-UP or another (v) That is Property insurance exclusionary endorsement pertaining to Owner covering property of others Controlled Insurance Programs(O.C.I P ) or damaged from the use a Contractor Controlled Insurance Programs elevators. (C.C.I.P.) is attached to this policy, then the following changes apply: 23. SUPPLEMENTARY PAYMENTS A. The following wording is added to the A. Under Section I—Supplementary Payments— endorsement Coverages A and B, Paragraph 1.1b.,the limit of With respect to a"consolidated (wrap-up) $250 shown for the cost of bail bonds is insurance program" project in which you are or replaced by$5,000: were involved, this exclusion does not apply to B. In Paragraph 1.d., the limit of $250 shown for those sums you become legally obligated to pay daily loss of earnings is replaced by 51,000 as damages because of: 24. UNINTENTIONAL FAILURE TO DISCLOSE 1. "Bodily injury," "property damage," or HAZARDS "personal or advertising injury" that occurs If unintentionally you should fail to disclose all during your ongoing operations at the existing hazards at the inception date of your policy, project, or during such operations of anyone acting on your behalf; nor we will not deny coverage under this Coverage Part because of such failure. 2. "Bodily injury" or "property damage" 25. WAIVER OF SUBGROGATION-BLANKET included within the "products-completed operations hazard" that arises out of those Under SECTION IV—COMMERCIAL GENERAL portions of the project that are not LIABILITY CONDITIONS,The Transfer Of Rights "residential structures." Of Recovery Against Others To Us Condition is B. SECTION IV — COMMERCIAL GENERAL amended by the addition of the following: LIABILITY CONDITIONS is amended to add the We waive any right of recovery we may have following subparagraph 4.b.(1)(c) to Condition against any person or organization because of 4. Other Insurance payments we make for injury or damage arising out [This insurance is excess over.] of. (c) Any of the other insurance whether primary, 1. Your ongoing operations; or excess, contingent or any other basis that is 2. "Your work" included in the"products completed insurance available to you as a result of operations hazard." your being a participant in a "consolidated (wrap-up) insurance program," but only as G-18652-J (Ed. 07-12) Page 11 of 12 Copyright,CNA All Rights Reserved. G-18652-J CNA5084202459 (Ed. 07-12) respects your involvement in that residency Including but not limited to single or "consolidated (wrap-up) insurance multifamily housing, apartments, condominiums, program." townhouses, co-operatives or planned unit C. SECTION V—DEFINITIONS is amended to add developments and also includes their common the following definition: areas and/or appurtenant structures(including pools, hot tubs, detached garages, guest "Consolidated(wrap-up) insurance program" houses or any similar structures).When there is means a construction, erection or demolition no individual ownership of units, residential project for which the prime contractor/project structure does not include military housing, manager or owner of the construction project college/university housing or dormitories, long has secured general liability insurance covering term care facilities, hotels, or motels some or all of the contractors or subcontractors Residential structure also does not include involved in the project, such as an Owner hospitals or prisons Controlled Insurance Program (O.C.I.P )or This provision 26.does not apply to any person Contractor Controlled Insurance Program or organization who otherwise qualifies as an (C.C.I P ) additional Insured on this Coverage Part "Residential structure" means any structure where 30 or more of the square foot area is used or is Intended to be used for human All other terms and conditions of the Policy remain unchanged. This endorsement,which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. Material used with permission of ISO Properties, Inc G-18552-J (Ed. 07-12) Page 12 of 12 Copyright,CNA All Rights Reserved. POLICY NUMBER: 5084202445 ! COMMERCIAL AUTO CA 20 48 02 99 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERSCOVERAGEFORM With respect to coverage provided by this endorsement,the provisions of the Coverage Form apply unless modified by this endorsement This endorsement identifies person(s) or organization(s) who are"insureds"under the Who Is An Insured Provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Endorsement Effective: Countersigned By: Named Insured-TITAN Earthwork, LLC Authorized Representative SCHEDULE Name of Person(s) or Organization(s): ANY PERSON OR ORGANIZATION WHICH IS REQUIRED TO BE NAMED AS A RESULT OF A WRITTEN CONTRACT . (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to the endorsement.) Each person or organization shown in the Schedule is an"insured"for Liability Coverage,but only to the extent that person or organization qualifies as an"insured" under the Who Is An Insured Provision contained in Section II of the Coverage Form CA 20 48 02 99 Copyright, Insurance Services Office, Inc., 1998 Page I of 1 This page has been left blank intentionally POLICY NUMBER 5084202445 COMMERCIAL AUTO CA 04 44 03 10 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following BUSINESS AUTO COVERAGE FORM BUSINESS AUTO PHYSICAL DAMAGE COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below Named Insured: TITAN Earthwork, LLC Endorsement Effective Date: 0410 5/2 0 1 3 SCHEDULE Name(s) Of Person(s) Or Organization(s): Any person or organization as required by written contract Information required to complete this Schedule, if not shown above, will be shown in the Declarations The Transfer Of Rights Of Recovery Against Others To Us Condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident' or the 'loss" under a contract with that person or organization CA 04 44 0310 Copyright, Insurance Services Office, Inc.,2009 Page 1 of 1 This page has been left blank intentionally TITAN Earthwork, LLC SE13EXC7512601V COMMERCIAL EXCESS LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AMENDMENT OF CONDITIONS OTHERINSURANCE PRIMARY AND NON-CONTRIBUTING This endorsement modifies insurance provided under the following: COMMERCIAL EXCESS LIABILITY COVERAGE PART SCHEDULE As required by written contract or agreement. A. Section IV - Conditions, 9, Other Insurance is deleted and replaced by the following: 9. This insurance is excess over any other insurance available to the insured except: a. insurance that is purchased specifically to apply in excess of this policy; or b. insurance available to the person or organization shown in the Schedule of this endorsement as an additional insured on the "controlling underlying insurance." B When this insurance applies on a primary and non-contributing basis, the Limits of Insurance available for the additional insured will be the lesser of: 1, the amounts shown in item 3 of the Declarations of this policy; or 2. the amount of insurance you are required to provide the additional insured in the written contract or agreement. All other terms of the policy remain unchanged. NAV-EXC-348A(01111) Navigators Insurance Company Page 1 of 1 Contains copyrighted material of the Insurance Services Office, Inc with its permission This page has been left blank intentionally. SE13EXC7512601V TITAN Earthwork, LLC THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF SUBROGATION SCHEDULE Name of Person or Organization: All parties where waiver of our right to recover is required by a written contract provided such contract was executed prior to the loss Information required to complete this Schedule, if not shown above,will be shown in the Declarations The following is added to SECTION IV-CONDITIONS, 13 Transfer of Rights of Recovery Against Others We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or"your work'done under a contract with that person or organization This waiver applies only to the person or organization shown in the Schedule above All other terms of the policy remain unchanged NAV-ECD-6012 (01/11) Page 1 of 1 Contains copyrighted material of the Insurance Services Office, Inc with its permission. This page has been Left blank intentionally 1 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS ........................................1-1 1-01 Definitions and Terms.........................................................1-1 1-02 Bid Procedures and Conditions.............................................1-2 1-03 Award and Execution of Contract..........................................1-5 1-04 Scope of the Work .............................................................1-6 1-05 Control of Work .................................................................1-9 1-06 Control of Material ........................................................... 1-17 1-07 Legal Relations and Responsibilities to the Public.................. 1-19 1-08 Prosecution and Progress .................................................. 1-28 1-09 Measurement and Payment ............................................... 1-35 1-10 Temporary Traffic Control ................................................. 1-37 DIVISION 2 EARTHWORK.............................................................2-1 2-02 Removal of Structures and Obstructions................................2-1 2-03 Roadway Excavation and Embankment .................................2-4 2-06 Subgrade Preparation.........................................................2-5 2-07 Watering ..........................................................................2-5 DIVISION 4 BASES.......................................................................4-1 4-04 Ballast and Crushed Surfacing .............................................4-1 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .................5-1 5-04 Hot Mix Asphalt .................................................................5-1 5-06 Permeable Concrete Pavers .................................................5-4 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS..................7-1 7-04 Storm Sewers ...................................................................7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells.........................7-3 7-08 General Pipe Installation Requirements .................................7-5 7-09 Water Mains.................................................................... 7-11 7-12 Valves for Water Mains ..................................................... 7-16 7-14 Hydrants ........................................................................ 7-18 7-15 Service Connections......................................................... 7-20 DIVISION 8 MISCELLANEOUS CONSTRUCTION ............................8-1 8-01 Erosion Control and Water Pollution Control...........................8-1 8-02 Roadside Restoration..........................................................8-8 8-04 Curbs, Gutters, and Spillways............................................ 8-10 8-09 Raised Pavement Markers ................................................. 8-11 8-12 Chain Link Fence and Wire Fence ....................................... 8-12 8-14 Cement Concrete Sidewalk................................................ 8-13 8-15 Riprap............................................................................ 8-14 8-20 Illumination, Traffic Signal Systems, Electrical ..................... 8-14 112t' Watermain Improvements/Brock June 25, 2013 Project Number 10-3025 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE 8-22 Pavement Marking ........................................................... 8-16 8-23 Temporary Pavement Markings.......................................... 8-18 8-28 Pothole Utilities ............................................................... 8-18 8-30 Project Signs................................................................... 8-19 8-32 Undergrounding of Electrical Facilities................................. 8-20 DIVISION 9 MATERIALS...............................................................9-1 9-03 Aggregates .......................................................................9-1 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock For Erosion and Scour Protection and Rock Walls .........................9-3 9-14 Erosion Control and Roadside Planting ..................................9-3 9-28 Signing Materials and Fabrication .........................................9-6 9-30 Water Distribution Materials ................................................9-6 KENT STANDARD PLANS .................................................................. A-1 WSDOT STANDARD PLANS............................................................... A-2 TRAFFIC CONTROL PLANS ............................................................... A-3 TECHNICAL SPECIFICATIONS.......................................................... A-4 MAGNETIC FLOW METER SUPPLEMENTAL SPECIFICATIONS ............ A-5 PRECAST CONCRETE UTILITY VAULT SUPPLEMENTAL SPECIFICATIONS............................................................................. A-6 MISCELLANEOUS SPECIFICATIONS ................................................. A-7 PREVAILING WAGE RATES............................................................... A-8 112`b Watermam Improvements/Brock June 25, 2013 Project Number 10-3025 KENT SPECIAL PROVISIONS The following Kent Special Provisions ("Kent Special Provisions") modify and supersede any conflicting provisions of the 2012 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations ("WSDOT Standard Specifications"). Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard 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 BY ADDING THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01", the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons NIC Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: 112`" Watermain Improvements/Brock 1 - 1 June 25, 2013 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"). 1121" Watermain Improvements/Brock 1 - 2 June 25, 2013 Project Number 10-3025 SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications Upon awarding the Contract, the City shall supply to the Contractor, for its own use, five (5) copies of the plans and specifications. Additional copies can be purchased from the City at the price specified by the City or in the Invitation to Bid. SECTION 1-02.5 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 BYADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's 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 112`" Watermain Improvements/Brock 1 - 3 June 25, 2013 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 ONLY APPLIES TO FEDERAL- AID CONTRACTS. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING. 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1. The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids 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. 11211 Watermain Improvements/Brock 1 - 4 June 25, 2013 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 1160 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. 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 such areas and for any materials ordered before the contract is executed by the City. 112t' Watermain Improvements/Brock 1 - 5 June 25, 2013 Project Number 10-3025 No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE FIRST PARAGRAPH: 1-03.4 Contract Bond S. The Contract Bond shall remain in force for one year following the Final Acceptance Date to ensure defects are corrected during the one-year guarantee period. SECTION 1-03.7IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 3udicial 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 8 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 1121^ Watermain Improvements/Brock 1 - 6 June 25, 2013 Project Number 10-3025 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 1-04.4 Changes For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.7 IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-04.7 Differing Site Conditions (Changed Conditions) Upon written notification, the Engineer will investigate the conditions and if he/she determines that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any Work under the Contract, an adjustment will be made and the Contract modified in writing accordingly. No claim for loss of anticipated profits will be allowed when determining this adjustment. The Engineer will notify the Contractor of his/her determination whether or not an adjustment of the Contract is warranted. SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations are part of the Project and must be properly permitted for that use. As a result, if appropriate permits for the selected staging and storage locations have not been obtained, the Contractor will obtain those permits before putting the site to its intended use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. Potential locations for a staging and storage area are shown on the 112t' Waterman Improvements/Brock 1 - 7 June 25, 2013 Project Number 10-3025 plans. The City has obtained all permits and approvals necessary for the Contractor's use of this site within the limits shown on the plans and specified herein. Should the Contractor choose not to use the City-provided staging and storage area(s); the Contractor may pursue a different location. It is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, National Pollutant Discharge Elimination System (NPDES) and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary permits/approvals needed to use the property as the Contractor intends. Upon vacating the private property the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. All costs associated with the use of the City-provided site are included in the individual bid items. Should the Contractor choose not to use the City-provided staging and storage area, the Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, or paving. 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 112`" Watermain Improvements/Brock 1 - 8 )une 25, 2013 Project Number: 10-3025 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(7) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.5(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.4 of the Kent Special Provisions. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $150/hr for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's 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 112'h Watermain Improvements/Brock 1 - 9 June 25, 2013 Project Number 10-3025 provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.5(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1. Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1-05.5(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 1-05.5(3) Vacant 1-05.5(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $150/hr for a city survey crew to replace the stakes. The Contractor may not charge the City for any standby or "down" time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 112`" Watermain Improvements/Brock 1 - 10 June 25, 2013 Protect Number 10-3025 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. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 7. Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as 1121" Watermain Improvements/Brock 1 - 11 June 25, 2013 Project Number 10-3025 required. One set of stakes for vaults, junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults, junction boxes, and conduits will be provided at an additional expense to the Contractor. 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. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $150/hour. 1-05.5(6) Survey Requests It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) Illumination/signalization Approximately 15-20 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There 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. 112`' Watermain Improvements/Brock 1 - 12 June 25, 2013 Project Number 10-3025 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 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-OS.10 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.10 Guarantees The Contractor shall be available approximately sixty (60) calendar days prior to the expiration of the guarantee period to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work required under the guarantee. Upon receipt of written notice of such required corrective work, the Contractor shall pursue vigorously, diligently, and without unauthorized interruption of city facilities, the work necessary to correct the items listed. SECTION 1-05.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.11 Final Inspection 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall notify the Engineer and request in writing that the Engineer establish the Substantial Completion Date. To be considered substantially complete the following conditions must be met: 1. The City must have full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint. 112" Watermain Improvements/Brock 1 - 13 June 25, 2013 Project Number 10-3025 2. Only minor incidental work, replacement of temporary substitute facilities, or correction or repair work remains to reach physical completion of the work. The Contractor's request shall list the specific items of work in subparagraph two above that remain to be completed in order to reach physical completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. However, if after this inspection, the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, notify the Contractor giving the reasons for the Engineer's determination. Upon receipt of written notice from the Engineer concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. This process shall be repeated until the Engineer establishes the Substantial Completion Date. 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and the Engineer agrees that the work is ready for Final Inspection, the Contractor, by written notice, shall request that the Engineer schedule a Final Inspection. The Engineer will set a date for Final Inspection. The Engineer and the Contractor will then make a Final Inspection and the Engineer, if necessary, will notify the Contractor in writing of all particulars in which the Final Inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take all necessary corrective measures to remedy the listed deficiencies. The Contractor shall allocate the necessary resources to pursue completion of all corrective work vigorously, diligently, and without interruption until achieving physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied that all listed deficiencies have been corrected. 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. 1121h Watermain Improvements/Brock 1 - 14 June 25, 2013 Project Number 10-3025 Upon correction of all deficiencies, the Engineer will notify the Contractor, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. 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. 1121" Watermain Improvements/Brock 1 - 15 June 25, 2013 Project Number 10-3025 Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors The City shall not be responsible for any damages suffered by the Contractor resulting directly or indirectly from the performance or attempted performance of any other City contract or contracts existing or known to be pending at the time of bid. Details of known projects are as follows: N/A SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. The Contractor shall provide temporary power service to the Blue Boy Tank "doghouse." This shall be incidental to the project. 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 IN ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance 1121h Watermain Improvements/Brock 1 - 16 June 25, 2013 Project Number 10-3025 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 (1A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 1-06.6(2) Schedule of Submittals The Contractor shall create and submit three (3) hard copies, or an electronic copy to Jason Barry, Owner's Representative, via e-mail (]barry@KentWa.gov) 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 112" Watermam Improvements/Brock 1 17 June 25, 2013 Project Number 10-3025 Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1. Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1. Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. 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 1121" Watermain Improvements/Brock 1 - 18 June 25, 2013 Project Number 10-3025 not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" - Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" - Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.6(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC SECTION 1-07.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.1 Laws to be Observed The Contractor shall always comply with all Federal, State, or local laws, codes, rules and regulations that affect work under the contract. The Contractor shall also be responsible for the safety of its workers and shall comply with all applicable safety and health standards and codes. In cases of conflict between different laws, codes, rules, or regulations, the most stringent law, code, rule, or regulation shall apply. The City will not adjust payment to compensate the Contractor for changes in legal requirements unless those changes are specifically within the scope of RCW 39.04.120. For changes under RCW 39.04.120, the City will compensate the Contractor by negotiated change order as provided in Section 1-04.4. 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 1121" Watermain Improvements/Brock 1 - 19 June 25, 2013 Project Number 10-3025 questions in this area. The City will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the bid item prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(3) describes this exception. The City will pay the retained percentage only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The City may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed is related to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(2) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when they are part of the roadway lighting system. For work performed in these cases, the Contractor shall include Washington State Retail Sales Tax in the various unit Bid Item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(3) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules apply to the construction and repair of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the State of Washington; water mains and their appurtenances; sewers and sewage disposal systems unless those sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of the street or road lighting system; and installing or attaching of any article of 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. 112'h Watermain Improvements/Brock 1 - 20 June 25, 2013 Project Number 10-3025 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 a State Environmental Policy Act determination (Determination of Non-significance) and will obtain a Sanitary Sewer Discharge Authorization from King County Solid Waste. Contractor shall obtain, at its sole cost, all other permits required to complete this project. A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract with the laws, ordinances, rules, regulations, and orders. SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General The wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. The City will not adjust the Contractor's bid in the event the State or Federal Government adjusts the prevailing wage rates after the Bid Opening Date. SECTION 1-07.13(3) IS DELETED IN ITS ENTIRETY. 1-07.13(3) Relief of Responsibility for Damage by Public Traffic SECTION 1-07.13(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.13(4) Repair of Damage The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. Alternatively, the 112'h Watermain Improvements/Brock 1 - 21 June 25, 2013 Project Number. 10-3025 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 1-07.17IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 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. 112th Watermam Improvements/Brock 1 - 22 June 25, 2013 Project Number 10-3025 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. CenturvLink Comcast Tonna Baruso Jerry Steele (253) 372-5360 (206) 391-1763 (206) 387-3263 (cell) Puget Sound Energy Sprint Contractor Anita Yurovchak Lance Street (253) 476-6304 Ericsson West Region (602)635-2080 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. 1-07.23 Public Convenience and Safety SECTION 1-07.23(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.23(1) Construction Under Traffic The Contractor shall conduct all operations with the least possible obstruction and inconvenience to the public. The Contractor shall have under construction no greater length or amount of work than can be prosecuted properly with due regards to the rights of the public. To the greatest extent possible, the Contractor shall finish each section before beginning work on the next. To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, and pedestrian and bicycle paths within the project limits, keeping them open, and in good, clean, safe condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor when directed by the Engineer at the City's expense. The Contractor shall also maintain roads, streets, sidewalks, pedestrian and bicycle paths adjacent to the 112'h Watermain Improvements/Brock 1 - 23 June 25, 2013 Project Number 10-3025 project limits when affected by the Contractor's operations. Snow and ice control will be performed by the City on all projects. Cleanup of snow and ice control debris will be at the City's expense. The Contractor shall perform the following: 1. Remove or repair any condition resulting from the work that might impede pedestrians, bicyclists, and motor traffic, or that creates a hazard. 2. Keep existing traffic signal and highway, road or street lighting systems in operation as the work proceeds. The City will continue routine maintenance on these traffic signal and lighting systems. 3. Maintain the striping and other channelization markings on the roadway at the Contractor's expense. The Contractor shall be responsible for scheduling when to renew striping or channelization, subject to the approval of the Engineer. When the scope of the project does not include work on the roadway, the City will be responsible for maintaining the striping and other channelization markings. 4. Maintain existing permanent signing. Repair of signs will be at the City's expense, except those damaged due to the Contractor's operations. 5. Keep drainage structures clean to allow for free flow of stormwater. Cleaning of existing drainage structures within the project limits will be at the Contractor's expense when flow is impaired due to the Contractor's operations. Routine cleaning of existing drainage structures will be at the City's expense when the Engineer determines that flow is not impaired due to the Contractor's operations. 6. Whether or not the Contractor is on-site, when ordered by the Engineer, the Contractor shall immediately mobilize forces to place any asphalt concrete pavement, cold plant mix, crushed surfacing gravel and/or gravel borrow as the Engineer deems necessary to provide a smooth, even roadbed, pedestrian path and bicycle path. This work will be paid for under unit contract prices, but no adjustment in payments will be considered for any additional costs necessary to install the required surfacing material. If the Contractor fails to comply, the Engineer may order the work done by others and deduct the costs from any payments due or coming due the Contractor. To protect the rights of abutting property owners, the Contractor shall: 1. Conduct the construction so that the least inconvenience as possible is caused to abutting property owners; 2. Maintain ready access to sidewalks, pedestrian and bicycle paths, driveways, houses and buildings along the line of work; 3. Provide temporary approaches to crossing or intersecting roads, streets, sidewalks, pedestrian and bicycle paths, and keep these approaches in good condition; and 4. Provide another access before closing an existing one whenever the contract or work requires removing and replacing an abutting owner's access. 112`" Watermain Improvements/Brock 1 - 24 June 25, 2013 Project Number. 10-3025 5. Confine construction operations to one side of the roadway at a time, unless the Traffic Control Plan (TCP) approved by the City's Traffic Control Supervisor (TCS) clearly indicates otherwise. When traffic must pass through grading areas, the Contractor shall: 1. Make cuts and fills that provide a reasonably smooth even roadbed, street, pedestrian and bicycle path; 2. Place, in advance of other grading work, enough fill at all culverts and bridges to permit vehicle, pedestrian and bicycle traffic to conveniently and safely cross; 3. Make roadway cuts and fills, if ordered by the Engineer, in partial width lifts, alternating lifts from side to side to permit vehicles, pedestrians, and bicyclists to conveniently and safely travel on the side opposite the work. 4. Install culverts on half the width of the traveled way, keeping the other half open and unobstructed to vehicles, pedestrians, and bicyclists until the first half is ready for use. 5. After rough grading or placing any subsequent layers, prepare the final roadbed and pedestrian and bicycle paths to a smooth, even surface (free of humps and dips) suitable for use by public vehicles, pedestrians and bicyclists (compacted surface of crushed and compacted gravel at a minimum); and 6. Settle dust with water, or other dust palliative, as the Engineer may order. If grading work is on or next to a roadway, street, sidewalk, pedestrian or bicycle path in use, the Contractor shall finish the grade immediately after rough grading and place surfacing materials as the work proceeds. When an adjacent sidewalk, pedestrian or bicycle path is in use, the Contractor shall immediately place and compact crushed surfacing to a width, line and grade conforming to federal ADA requirements after rough grading is complete. The Contractor shall conduct all operations to minimize any drop-offs (abrupt changes in roadway, shoulder, street, sidewalk, or pedestrian or bicycle path) left exposed to traffic during working and nonworking hours. Unless otherwise specified in the approved TCP, drop-offs left exposed to traffic shall be protected as follows: 1. Drop-offs up to 0.20 foot, unless otherwise ordered by the Engineer, may remain exposed with appropriate warning signs alerting motorists, pedestrians, and bicyclists of the condition. 2. Drop-offs more than 0.20 foot that are in the traveled way, shoulder, auxiliary lane, sidewalk, or pedestrian or bicycle path will not be allowed unless protected with appropriate warning signs and further protected as indicated in 3b or 3c below. 3. Drop-offs more than 0.20 foot, but no more than 0.50 foot, that are not within the traveled way, shoulders, auxiliary lanes, pedestrian or bicycle path shall be protected with appropriate warning signs and further protected by having at least one of the following: 112" Watermain Improvements/Brock 1 - 25 June 25, 2013 Project Number. 10-3025 a. A wedge of compacted stable material placed at a slope of 4:1 or flatter. b. Channelizing devices (Type II barricades, plastic safety drums, or other approved devices 36 inches or more in height) placed along the traffic side of the drop-off, and a new edge of pavement stripe placed a minimum of 3 feet from the edge of the drop-off. The maximum spacing between the devices in feet shall be the posted speed limit in miles per hour. Pavement drop-off warning signs, sidewalk drop-off warning signs, and pedestrian or bicycle path drop-off warning signs shall be placed in advance and throughout the drop-off treatment. c. Temporary concrete barrier or other approved barrier installed on the traffic side of the drop-off with 1 foot between the drop-off and the back of the barrier, and a new edge of pavement stripe a minimum of 2 feet from the face of the barrier. An approved terminal, flare, or impact attenuator will be required at the beginning of the section. For night use, the barrier shall have approved warning lights. 4. Drop-offs more than 0.50 foot not within the traveled way, shoulders, auxiliary lanes, or sidewalks, or bicycle or pedestrian paths, shall be protected with appropriate warning signs and further protected as indicated in 3a, 3b, and/or 3c if all of the following conditions are met: a. The drop-off is less than 2 feet; b. The total length throughout the project is less than 300 feet; c. The drop-off does not remain for more than three working days; d. The drop-off is not present on any of the holidays listed in Section 1-08.4; e. The drop-off is only one side of the roadway. 5. Drop-offs more than 0.50 foot that are not within the traveled way, shoulder, auxiliary lane, sidewalk, pedestrian or bicycle lane, and are not otherwise covered by No. 4 above, shall be protected with appropriate warning signs and further protected as indicated in 3a or 3c. 6. Open trenches within the traveled way, shoulder, or auxiliary lane shall have steel plate covers placed and anchored over them. A wedge of suitable material, shall be placed for a smooth transition between the pavement and the steel plates where required. Open trenches within sidewalks, or pedestrian or bicycle paths shall not be permitted unless a suitable detour route is provided. Warning signs shall be used to alert motorists, pedestrians, and bicyclists of the presence of the steel plates, or pedestrian, or bicycle detour. 7. The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of the work covered by the contract. The Contractor shall perform any measures or actions the Engineer may deem necessary to protect the public and property. The responsibility and expense to provide this protection shall be the Contractor's except that which is to be 1121" Watermain Improvements/Brock 1 - 26 June 25, 2013 Project Number 10-3025 furnished by the City as specified in other sections of these specifications. Nothing contained in this contract is intended to create any third-party beneficiary rights in favor of the public or any individual utilizing the highway, road, or street facilities being constructed or improved under this contract. 8. The Contractor shall keep all traffic lanes, shoulders, auxiliary lanes, sidewalks, pedestrian or bike lanes clear of equipment and materials during nonworking hours unless otherwise shown on the TCP approved by the City's TCS. The Contractor shall not keep equipment and/or materials stored within 12 feet from the edge of the traveled way, unless protected by permanent guardrail, concrete barrier, or other device approved by the Engineer. The Contractor's employees and agents shall not park private vehicles within or along the traveled way, shoulders, auxiliary lanes, sidewalks, pedestrian or bike lanes when those public access areas are open to public travel. SECTION 1-07.23(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.23(2) Construction and Maintenance of Detours Unless otherwise approved by the Engineer, the Contractor shall maintain two-way traffic during construction. The Contractor shall build, maintain in a safe condition, keep open to traffic, and remove the following items when no longer needed: 1. Detours and detour bridges that will accommodate traffic diverted from the roadway, street, bridge, sidewalk, pedestrian or bicycle path during construction, 2. Detour crossings of intersecting highways, streets, or roads, and 3. Temporary approaches. Unit contract prices will cover construction, maintenance, and removal of all detours shown in the plans or proposed by the City. The Contractor shall pay all costs to build, maintain, and remove any other detours, whether proposed for the Contractor's convenience or to facilitate construction operations. Any detour proposed by the Contractor shall not be built, or used, until the Engineer approves. Surfacing and paving of built detours shall be consistent with traffic requirements. Upon failure of the Contractor to immediately provide, maintain, or remove detours or detour bridges when ordered to do so by the Engineer, the City may, without further notice to the Contractor or the Surety, provide, maintain, or remove the detours or detour bridges and deduct the costs from any payments due or coming due the Contractor. 1121" Watermam Improvements/Brock 1 - 27 June 25, 2013 Project Number 10-3025 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 BY ADDING THE FOLLOWING NEW SECTIONS: 1-08.0 Preconstruction Conference The Engineer will furnish the Contractor with up to 5 copies of the Contract. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule. 112" Watermain Improvements/Brock 1 - 28 June 25, 2013 Project Number. 10-3025 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. 1-08.3(1)A Sequencing of Work The Contactors shall complete the work as outlined below unless otherwise directed by the Engineer: Installation of 16" water main on SE 240" St. to 1121h Ave. SE (STA 1+32 to 10+50), blow-off at STA 1+24 installed, temporary 12" blow-off at STA 10+50, hydrant at STA 1+62 set, and adjusting drainage features identified on the plans. Watermain shall be cubed, achieve a passing pressure test, all consecutive sets of purity samples satisfactorily passed, and connection made to the existing watermain at STA 1+32. Further, all surface restoration shall be complete, including the installation of final channelization markings, on or before September 15, 2013. Congruent with: Installation of 16" 640 Zone return line (southern 16" main) on SE 2361h PI/ from 112th Ave. SE to Blue Boy tank site (STA 21+46 to 25+50), hydrant on Blue Boy tank site, and temporary 12" blow- off on east end of said main Watermain shall be cubed, achieve a passing pressure test, all consecutive sets of purity samples satisfactorily passed, connection made to the existing watermain at STA 21+46, and new water services installed to residences on SE 236th Pl. Temporary surface restoration shall be completed as directed by the Engineer. 112`" Watermain Improvements/Brock 1 - 29 June 25, 2013 Project Number. 10-3025 Then: Due to electrical work on another project, the following work may not commence until November 1st, or as directed by the Engineer: Disconnection of tank drain and overflow line. Note: disconnection shall not occur until Blue Boy tank has been drained by Water Department personnel. Then: Install temporary blind flange on tank effluent line at southern end of seismic joint. Contractor shall take special attention when working in the vicinity of seismic joint, and precautions shall be taken so as not to elongate, compress, or displace existing seismic joint. Install a temporary cap on the tank overflow line at location approved by Engineer. Then: Disconnect existing 12" watermain on SE 2361h Pl. from existing watermain on 112th Ave. SE. Then: Remove and dispose of existing 12" watermain and 8" concrete asbestos drain line in SE 236th PI. Then: Installation of northern 16" watermain and 18" storm drainage main on SE 236th PI or Blue Boy tank site. Congruent with: Removal of the tank altitude valve and vault. Upon removal of altitude valve, Contractor shall install blind flanges on ends, secure valve to a pallet, and deliver to City Maintenance Shops for storage. Then: Installation of new altitude valve / meter vault and bypass. Then: Contractor shall install temporary 6" blow-offs - one on southern side of 12" inch cross (with new 8" tank drain line to west) and one on northern side of 12" tee (with 12" branch main going west into altitude valve / meter vault). The temporary blow-offs shall have piping that extends 2 feet above grade. Upon the Contractors 112'h Watermain Improvements/Brock 1 - 30 June 25, 2013 Project Number 10-3025 completion of cubing, pressure tests, disinfection, and passing consecutive sets of purity samples for the new 12" piping in and around the altitude valve / meter vault, the City will be responsible for supplying a 6" DCVA between the two temporary blow-offs within two weeks, and the Contractor shall be responsible of installing the DCVA between the temporary blow-offs. Upon connection of said DCVA, Water Department personnel shall be responsible for cleaning, disinfecting, and filling tank and successfully passing consecutive sets of purity samples. Note: prior to filling tank, Contractor shall have completed installation of tank drain line and gravity drain line on SE 2361h PI including final connection on 112th Ave SE. Upon successful completion of all of the aforementioned work, the Contractor shall remove the temporary blow-offs, return the DCVA to the City, and install the final 12" spool between the aforementioned tee and cross thereby connecting the tank to the distribution system. Then: • Contractor shall pick-up altitude valve from City Maintenance Shops and install it within the altitude valve / meter vault. Upon installation, City shall be responsible for recalibrating the valve. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. 112`h Watermain Improvements/Brock 1 - 31 June 25, 2013 Project Number 10-3025 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. All connections to existing water mains shall be performed at night. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. 1. If locate work is required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030, the City will bill the Contractor for the work. Such billing may be at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded 112`" Waterman Improvements/Brock 1 - 32 June 25, 2013 Project Number 10-3025 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. 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) 112`^ Watermain Improvements/Brock 1 - 33 June 25, 2013 Project Number 10-3025 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. The reasons for and times of extensions shall be determined by the Engineer, and such determination will be final as provided in Section 1- 05.1. ITEM 1 IN PARAGRAPH 7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1. Failure to obtain all materials and workers. it 1121" Watermain Improvements/Brock 1 - 34 June 25, 2013 Project Number 10-3025 1-09 MEASUREMENT AND PAYMENT SECTION 1-09.2(1) IS REVISED BY REPLACING "TRUCKS AND TICKETS" WITH THE FOLLOWING: 1-09.2(1) General Requirements for Weighing Equipment Trucks and Tickets Each truck to be weighed shall bear a unique identification number. This number shall be legible and in plain view of the scale operator. Each vehicle operator shall obtain a weigh or load ticket from the scale operator. The Contractor shall provide tickets for self printing scales. All tickets shall, at a minimum, contain the following information: 1. Ticket serial number (this is already imprinted on the tickets). 2. Identification number of truck/truck trailer. 3. Date and hour of weighing. 4. Type of material. 5. Weight of load. The weighman shall record the gross weight and net weight, except where the scale has a tare beam and the net weight can be read directly. In such case, only net weight need be recorded on the ticket. 6. Weighman's identification. 7. Contract number. 8. Unit of measure. 9. Legal gross weight in Remarks section. 10. Location of delivery. The vehicle operator shall deliver the ticket in legible condition to the material receiver at the material delivery point. SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-09.9(2) City's Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1. The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and inspection fees beyond Completion Date. 112`h Watermain Improvements/Brock 1 - 35 June 25, 2013 Project Number. 10-3025 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. 112`' Watermain Improvements/Brock 1 - 36 June 25, 2013 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. Workzone hours within the travel lanes are restricted to 8:00 AM to 4:00 PM on week days. Work may begin at 7:00 AM and conclude at 5:00 PM unless otherwise directed by the Engineer. Night time closures shall be coordinated with Owner's Representative. While working on SE 240th Street (James St.), Contractor shall be limited to the center lane closure and one additional lane closure adjacent to the center lane unless otherwise directed by the Engineer. In the morning hours, Contractor shall keep both west bound lanes open until 11:00 AM and in the afternoon, both east bound lanes shall be open by 1:00 PM unless otherwise directed by the Engineer. SECTION 1-10.2(I) 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 112" Watermain Improvements/Brock 1 - 37 June 25, 2013 Project Number 10-3025 1-10.3(3) Traffic Control Devices SECTION 1-10.3(3)A IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.3(3)A Construction Signs Payment for setup and take down of construction signs will be under the contract price for "Traffic Control Labor" and will be limited to the work described in Section 1-10.3(1) of the WSDOT Standard Specifications, and for transportation described in Section 1-10.3(2) of the WSDOT Standard Specifications when there is a contract price for "Traffic Control Vehicle." SECTION 1-10.3 IS SUPPLEMENTED 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. 1121" Watermain Improvements/Brock 1 - 38 June 25, 2013 Project Number. 10-3025 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". "Construction Signs Class A", per square foot. The unit Contract price, when applied to the number of units measured for this item in accordance with Section 1-10.4(2), shall be full compensation for all costs of labor, materials and equipment incurred by the Contractor in performing the Contract Work described in Section 1-10.3(3)A. In the event that "Do Not Pass" and "Pass With Care" signs must be left in place, a change order, as described in Section 1-04.4, will be required. When the Bid Proposal contains the item "Sign Covering", then covering those signs indicated in the Contract will be measured and paid according to Section 8-21. The lump sum contract price for "Temporary Traffic Control Devices" shall be full pay for providing the work described in Section 1-10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 1. When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. The unit contract price for "Portable Changeable Message Sign (PCMS)- per day shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1-10.3(3)C of the WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." The unit contract price for "Sequential Arrow Sign (SA51" 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: 112" Watermain Improvements/Brock 1 - 39 June 25, 2013 Project Number 10-3025 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. 1121" Watermain Improvements/Brock 1 - 40 June 25, 2013 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 The City has identified the following materials that are marked for removal, but that will be salvaged as part of this project: The existing 12" Altitude Valve shall be removed and reinstalled in the new altitude valve/meter vault. All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: 1. Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless 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. 112`h Watermain Improvements/Brock 2 - 1 June 25, 2013 Project Number 10-3025 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. S. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2-02.3(4) Removal of Traffic Islands, and/or Traffic Curbs When Pavement Surface Integrity is to be Maintained In removing traffic islands and/or traffic curbs the Contractor shall: 1. Haul broken-up pieces and complete sections of traffic curbs and all waste materials to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Completely remove all block traffic curbs, pre-cast traffic curbs, connecting dividers, nose pieces and remaining adhesive. 3. Remove all island materials, including asphalt pavement, crushed rock, and topsoil, between the traffic curbs to the depth of the compacted subgrade, or to the surface of the underlying pavement where such pavement exists under the island. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, and fill any surface voids caused by the removal work. 5. Repair any damage to adjacent traffic curbs that were designated to remain, but that was caused by the removal of the traffic curbs. 6. Remove and dispose of all waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per square yard for "Remove Existing Asphalt Concrete Pavement" constitutes complete compensation for all labor, materials, tools, Supplies and equipment required to remove existing asphalt 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: 112`h Watermain Improvements/Brock 2 - 2 June 25, 2013 Project Number 10-3025 (Encountered thickness - 6 inches) x unit bid price = additional 6 inches compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/SY then its additional compensation for the extra thickness would be: x $2.00 (8 - 6) 6 = $0.67/SY in addition to the unit price. No other compensation shall be allowed. 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: (Encountered thickness - 6 inches) x unit bid price _ additional 6 inches compensation For example, if the Contractor encounters pavement which is 8 inches thick and its unit bid price was $2.00/1-F then its additional compensation for the extra thickness would be: (8 - 6) x $2.006 = $0.67/1-F in addition to the unit bid price. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. 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. 112" Watermain Improvements/Brock 2 - 3 June 25, 2013 Project Number 10-3025 The unit contract price per lineal foot for "Remove Existing Storm Sewer Pipe or Culvert' constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing storm pipe or culvert as shown on the plans and described in the specifications. The unit bid price shall also include but not be limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling with gravel borrow, and compaction. The unit contract price per each for "Remove Existing Catch Basin or Manhole" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing structure as shown on the plans and described in the specifications. The unit bid price shall include but not limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling with gravel borrow and compaction. Any frames, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. The unit contract price per lineal foot for "Asbestos Pipe Removal and Disposal" constitutes complete compensation for all labor, materials, testing, tools, supplies, and equipment required to analyze, identify, remove, package, haul, and dispose of asbestos pipe or material, encountered and conflicting with new underground systems installed with this project, where noted on the plans or directed by the Engineer. See Section 7-08.3(2)K. Disposal shall be in compliance with all state and federal laws. 2-03 ROADWAY EXCAVATION AND EMBANKMENT SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: Compaction 2-03.3 14 D action and Moisture Control Tests ( ) P Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. I 112'" Watermain Improvements/Brock 2 - 4 June 25, 2013 Project Number 10-3025 2-06 SUBGRADE PREPARATION SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street (253) 856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street (253) 856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not 1121" Watermain Improvements/Brock 2 - 5 June 25, 2013 Project Number 10-3025 be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. 112"' Watermam Improvements/Brock 2 - 6 June 25, 2013 Project Number 10-3025 DIVISION 4 - BASES 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. 112`^ Watermain Improvements/Brock 4 - 1 June 25, 2013 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 5-04.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.1 Description Section 5-04 of the WSDOT Standard Specifications is modified per the WSDOT GSP "Hot Mix Asphalt" as included, except as modified herein. SECTION 5-04.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.2 Materials Recycled materials such as Recycled Asphalt Pavement (R.A.P.) for the pavement sections shall not be allowed. SECTION S-04.3(7)A IS SUPPLEMENTED BY ADDING THE FOLLOWING. 5-04.3(7)A Mix Design The City at its option may approve a current WSDOT approved mix design, HMA Class 3/4" PG 64-22 in place of performing a mix design, provided, however, that such mix design shall include a minimum asphalt content of 5% by total mix weight and anti-stripping compound. Anti-stripping compound shall be added to the asphalt material in accordance with Section 9-02.4. If the City is not satisfied with the mix submitted, a full mix design will be performed. The City is not required to justify to the Contractor its decision to perform a mix design. The City reserves the right to adjust the asphalt cement content based on mix design or approval of alternate mix designs submitted by the Contractor. 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. 112'h Watermain Improvements/Brock 5 1 June 25, 2013 Project Number 10-3025 2. The Engineer is not precluded from taking more tests above if deemed necessary. 3. The Contractor is responsible to meet the required compacting asphalt cement content and gradation requirements. Averaging of test results will not be considered. Any deviation from the specification will be considered on a case-by-case basis by the Engineer and may require a credit to the City. The Engineer, however, is not obligated to accept out of specification work and has the authority to require the removal and repaving of material that does not meet the contract specifications at the Contractor's expense. SECTION 5-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(9) Spreading and Finishing HMA Class 3/4" PG 64-22 shall be compacted in lifts not to exceed 3 inches except that the final lift shall not exceed 2 inches unless approved by the Engineer. SECTION 5-04.3(10) IS SUPPLEMENTED BY ADDING THE FOLLOWING. 5-04.3(10) Compaction Density shall be at least 92 percent of maximum theoretical density (rice density). Compaction tests shall be performed by an approved geotechnical or testing firm under the direction of a professional civil engineer registered in the State of Washington. SECTION 5-04.3(10)B IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(10)B Control For HMA, where paving is in the traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization, and the specified compacted course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum 92 percent of the maximum density as determined by WSDOT Test Method 705. The 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. 112" Watermain Improvements/Brock 5 - 2 June 25, 2013 Project Number 10-3025 At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compactibility of the mix design. Compactibility shall be based on the ability of the mix to attain the specified minimum density (92 percent of the maximum density determined by WSDOT Test Method 705). 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 fail below acceptable density reading. These additional tests shall not impact the compaction evaluation of the entire control lot. SECTION 5-04.3(12) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(12) Joints The HMA overlay and widening shall be feathered to produce a smooth riding connection to the existing pavement where planing is not specified. HMA utilized in the construction of the feathered connections shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source or by raking the joint on the roadway, to the satisfaction of the Engineer. The full depth end of each lane of planing shall be squared off to form a uniform transverse joint. The Contractor shall construct and maintain a temporary HMA wedge in accordance with Section 5-04.3(12)A across the entire width of the transverse edge when traffic is allowed on the planed surface prior to paving. The wedge shall be constructed before opening the lane to traffic. 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. Temporary pavement patches shall be hot mix patches. 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 3/4", 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 1121h Watermain Improvements/Brock 5 - 3 June 25, 2013 Project Number 10-3025 locations shown on the plans, as specified herein and as directed by the Engineer. The cost for anti-stripping additive and asphalt for tack coat shall be included in this bid item. The unit contract price per ton for "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. The unit contract price per ton for "HMA Class 1/2" PG-64-22, for Temporary Pavement Patch" shall be full pay for all costs of material, labor, tools and equipment necessary to furnish, install, and maintain, 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 DIVISION 5 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION 5-06 5-06 PERMEABLE CONCRETE PAVERS 5-06.1 Description This works consists of removal and disposal of existing concrete pavers and supply and installation of new pavers and hydroseeding. Work shall include but not be limited to excavation; compaction of subgrade; furnishing, installing and compacting subgrade gravel; furnishing, installing and compacting subgrade bedding sand, furnishing and installing concrete pavers; furnishing and installing sand for backfilling grid surface and hydroseeding. 5-06.2 Materials Materials for pavers shall conform to ASTM C1319 - 11 Standard Specification for Concrete Grid Paving Units. Pavers shall be "Turfstone" or approved equal. Gravel base shall consist of Crushed Surfacing Base Course 1 1/4" minus. Sand shall conform to ASTM C 33(6). Hydroseeding shall be in accordance with Section 8-01.3(2)B of the Kent Special Provisions. 112" Watermain Improvements/Brock 5 - 4 June 25, 2013 Project Number 10-3025 5-06.3 Construction Requirements Rock bedding shall be installed to a depth of 8 inches. Sand bedding shall be installed to a depth of 1 1/2". Rock bedding, sand bedding and pavers shall be installed in accordance with manufacturer's recommendations. See Appendix 8 for additional details. Hydroseeding shall be in accordance with Section 8-01.3(2)B of the Kent Special Provisions unless hand seeding is approved by the Engineer. 5-06.4 Measurement Concrete pavers, crushed surfacing base course and sand bedding, backfill and hydroseeding will be measured by the square foot of installed pavers. 5-06.5 Payment The unit contract price per square foot of "Remove and Replace Existing Permeable Concrete Pavers" shall constitute complete compensation for all materials, labor, equipment, tools and supplies necessary to remove and dispose of the existing pavers, soil, sand and rock bedding; excavation; compaction; furnishing, installing and compacting subgrade gravel to a depth of 8 inches; furnishing, installing and compacting subgrade bedding sand to a depth of 1 1/2 inches, furnishing and installing concrete pavers; furnishing and installing sand for backfilling to the top of the grid surface and hydroseeding. 112`h Watermain Improvements/Brock 5 - 5 June 25, 2013 Project Number 10-3025 DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. Ductile Iron Pipe Class 50 (Cement Lined) ...... 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 ensure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Engineer prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. SECTION 7-04.S IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment The unit contract price per lineal foot for "Storm Sewer Pipe, 18 Inch Diameter Cl 50 Ductile Iron Pipe (Cement Lined)" 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 112" Watermam Improvements/Brock 7 - 1 June 25, 2013 Project Number 10-3025 plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. The unit contract price per lineal foot for "Storm Sewer Pipe, 12 Inch Diameter CI 50 Ductile Iron Pipe (Cement Lined)" 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, disposal of any materials at an approved location (as applicable) and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. The unit contract price per each for the "Flanged Check Valve, 18 Inch", shall constitute complete compensation for all labor, material, supplies and equipment necessary to install the check valve onto the pipe as called out in the plans and described in these specifications. The check valve shall be a Tideflex Series 35-1. The bid item shall include all anchors, bolts, collars, gaskets, adaptors, grout, epoxy and/or any other items necessary to mount the Flanged Check Valve Assembly. The unit contract price per each for the "Flanged Check Valve, 8 Inch", shall constitute complete compensation for all labor, material, supplies and equipment necessary to install the check valve onto the pipe as called out in the plans and described in these specifications. The check valve shall be a Tideflex Series 35. The bid item shall include all anchors, bolts, collars, gaskets, adaptors, grout, epoxy and/or any other items necessary to mount the Flanged Check Valve Assembly. The unit contract price per each for the "Globe Style Check Valve", shall constitute complete compensation for all labor, material, supplies and equipment necessary to install the check valve onto the pipe as called out in the plans and described in these specifications. The check valve shall be a Henry Pratt Co. Model No. 821-A with an EPDM seat. The bid item shall include all anchors, bolts, collars, gaskets, adaptors, grout, epoxy and/or any other items necessary to mount the Globe Style Check Valve. The unit contract price per each for the "Remove and Reinstall Existing Altitude Valve, 12 Inch", shall constitute complete compensation for all labor, material, supplies and equipment necessary to remove and reinstall the altitude valve as called out in the plans and described in 112`" Watermain Improvements/Brock 7 - 2 June 25, 2013 Project Number 10-3025 these specifications. The bid item shall include all anchors, bolts, collars, adaptors, gaskets, grout, epoxy and/or any other items necessary to reinstall the altitude valve. 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 5-2 unless specified otherwise. All Type II CB structures shall be equipped with the drop rung type manhole steps and ladders in accordance with Kent Standard Plan 4-5. The ladder shall be secured from top to bottom, inside the structure wall. No 4 foot hanging ladder sections are allowed. All catch basin penetrations, lifting holes, barrel joints (interior or exterior), risers, frames, and any other location determined by the Engineer, shall be sealed to prevent infiltration. The Contractor shall submit proposed sealing product literature to the Engineer for acceptance, prior to use. 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 Plan 5-10 as applicable. All debris cages, including steel in plates, bars, and bands shall conform with ASTM A36 and in accordance with the Kent Standard Plan 5-15. The inner diameter shall be 86-inches to fit a 72-inch manhole. 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. 112"' Watermain Improvements/Brock 7 - 3 June 25, 2013 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 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-05.3(5) Manhole Installation on Existing Sewer The manhole will be placed on and channeled for the existing lines in their existing location. It shall be the Contractor's sole responsibility to protect the existing sewer from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the protect in which debris has been deposited. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment The unit contract price per each for "Catch Basin, Type 2, 72 Inch Diameter", 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, compacting; surface restoration; and referencing for future locates prior to final overlay. The unit contract price per each for "Catch Basin, Type 2 60 Inch Diameter" 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; dewatermg; installing; connecting new or existing pipes; compacting; surface restoration; and referencing for future I prior to final overlay.ut locates .p a y The unit contract price per each for "Catch Basin Type 2 48 Inch Diameter" 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; dewatermg; installing; connecting new or existing pipes; compacting; surface restoration; and referencing for future locates prior to final overlay. 112" Watermain Improvements/Brock 7 - 4 June 25, 2013 Project Number 10-3025 The unit contract price per each for "Catch Basin, Type 1", with cover as noted in the plans 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; compacting; surface restoration; and referencing for future locates prior to final overlay. "Solid Locking Catch Basin Frame and Cover" "Vaned Catch Basin Frame and Grate" The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for"Debris Cage, 72 Inch" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new debris cage as shown on the plans and described in the specifications. 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) Foundation Material Class I and II ...... 9-03.17 Bank Run Gravel for Trench Backfiil.... 9-03.19 112`' Watermain Improvements/Brock 7 - 5 June 25, 2013 Project Number 10-3025 SECTION 7-08.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)A Trenches If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. 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. 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 112"h Watermain Improvements/Brock 7 - 6 June 25, 2013 Project Number 10-3025 shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material Class I or II meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02.3(3) of the Kent Special Provisions. SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)C Bedding the Pipe Bedding shall be placed in accordance with WSDOT Standard Plan B-55.20-00. Bedding material shall be in accordance with Section 9- 03.12(3) of the Kent Special Provisions. 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. 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. 112" Watermain Improvements/Brock 7 - 7 June 25, 2013 Project Number 10-3025 SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)B Pipe Laying - General At locations of pipe crossing between new or existing pipes the minimum vertical clearance shall be one and one-half foot unless otherwise approved by the Engineer. If this clearance cannot be obtained, the Contractor shall install a 2-inch thick 1-2 PSF styrofoam cushion between the pipes. The cushion shall be installed longitudinally with the lower pipe. The cushion width shall be equal to the lower pipe diameter and the length shall be one foot greater than the upper pipe diameter. It should be noted that field adjustment of specified slopes for storm and sanitary side sewers are permissible, if approved by the Design Engineer, to obtain the minimum clearances. External or internal grouting or repair by use of collars on the new sanitary or storm sewer line will not be an acceptable means of repair, should repair be necessary. All pipe, adaptors, tees, and other fittings shall be used for the purpose intended by the manufacturer and shall be installed according to manufacturer's recommendations. SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)G Jointing of Dissimilar Pipe Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe will be done by the use of Cast Transition or reducing couplings (Romac 501 or equivalent). No Fernco type connections will be allowed. 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 Standard Specifications and Kent Special Provisions in a workmanlike manner satisfactory to the Engineer. SECTION 7-08.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-08.3(2)3 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 112" Watermain Improvements/Brock 7 - 8 June 25, 2013 Project Number: 10-3025 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. 7-08.3(2)K Asbestos Handling and Disposal The Contractor is advised that asbestos is present in asbestos-cement drainage pipes coincident with or immediately adjacent to work included in this contract. Prior to removal of the asbestos/asbestos debris, the local air pollution control authority shall be notified by the Contractor in accordance with WAC codes; the Contractor shall also notify the Engineer in writing. Handling and removal of asbestos/asbestos debris may require permits and shall be accomplished by certified asbestos workers only, as required by WAC 296-65-030. Disposal of asbestos/asbestos debris shall meet requirements of EPA regulation 40 CFR part 61, Section 61.152 and 61.156 and local health department regulations. Contractor shall be responsible for obtaining all permits associated with asbestos removal. 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 112'h Watermain Improvements/Brock 7 - 9 June 25, 2013 Project Number 10-3025 back fill the narrow trenches where it is difficult to compact crushed surfacing. In these cases the asphalt concrete layer shall increase to a minimum of 2 inches greater than the existing section. Where cuts have been made in cement concrete pavement, the Contractor shall reconstruct the trench area with a 6 inch thick cement concrete patch placed on a 6 inch thickness of crushed 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. 1121" Watermain Improvements/Brock 7 - 10 June 25, 2013 Protect Number. 10-3025 The unit contract price per ton for "Foundation Material, Class I and II" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place foundation material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. 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 BY ADDING THE FOLLOWING: 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. 112t' Watermain Improvements/Brock 7 - 11 June 25, 2013 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 BY ADDING THE FOLLOWING: 7-09.3(19)A Connections to Existing Mains Also see Section 3-21 to 3-26 New Water Main Connection Procedures in the 2009 City of Kent Design and Construction Standards. 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 1121" Watermain Improvements/Brock 7 - 12 June 25, 2013 Pro}ect Number 10-3025 make an approved connection. The Contractor shall furnish and install 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 applicable permits and purity tests as reauired 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 BY ADDING 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. 1121h Watermain Improvements/Brock 7 - 13 June 25, 2013 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 Cl), 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. 1121" Watermain Improvements/Brock 7 - 14 June 25, 2013 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 II 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"8, 12 and 16 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 "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, long pattern sleeves, couplings, adapters, tapping valve with tapping 1Ir Watermain Improvements/Brock 7 - 15 June 25, 2013 Project Number. 10-3025 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. 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) Butterfly Valves ............................9-30.3(3) Valve Boxes ..................................9-30.3(4) Flanged Check Valves ....................9-30.3(9) Globe Style Check Valves ...............9-30.3(10) 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 7-12.4 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 112" Watermain Improvements/Brock 7 - 16 June 25, 2013 Protect Number 10-3025 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: "8, 12 and 16 Inch Gate Valve MI x FL or M] x MJ or FL x FL" "Globe Style Check Valve, 12-inch" "Valve Box Top Section and Lid" "Valve Box Base Section" "12 Inch Butterfly Valve FL x FL" The unit bid price per each for the above items 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 item and all necessary fitting and appurtenances; adjusting the valve box top to finished grade after paving; 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; and installing concrete pad as shown in Kent Standard Detail 3-7 around valve box tops in unpaved areas. 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. The unit contract price per each for "4 Inch Combination Air Vacuum Valve and Vault" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to supply and install the air release valve and vault including, but not limited to: excavating; backfilling' supplying, laying and joiting the 4 inch ductile iron Cl 52 pipe; pipe, fittings (i.e., bends, tees, reducers, adapters, flanges), restrained retainer glands, supplying and installing the 4 inch gate valve, valve box and nut extender, discharge riser, stainless steel screen, styrofoam insulation, thunderline link seal, pipe support, and concrete blocking; testing; supplying and laying washed rock, providing hole in vault floor for drainage; cover and cleanup. The unit contract price per each for "12 Inch Blowoff Assembly" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the blowoff assembly, including but not limited to excavating, backfilling, laying and jointing the pipe, tapping the main, corporation stop, pipe and fittings, gate valve, meter box, testing, and cover and cleanup. Reference Kent Standard Plan 3-19M, Temporary Hydrant Connection. 112" Watermain Improvements/Brock 7 - 17 June 25, 2013 Project Number. 10-3025 7-14 HYDRANTS SECTION 7-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-14.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Fire Hydrants . ........... . .......... 9-30.5 Hydrant Dimensions . .......... ... ... .... 9-30.5(2) Fire Hydrant Guard Posts ............. 9-30.5(6) 7-14.3 Construction Requirements SECTION 7-14.3(1) IS REVISED BY DELETING THE FOURTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 7-14.3(1) Setting Hydrants After all installation and testing is complete, the exposed portion of the fire hydrant shall be painted with one field coat of metal primer and two coats of oil based white colored paint. The white hydrant paint shall be Farwest Wonderglow Quickset 1100 white high gloss, oil base fast drying paint or equal approved by the Water Department. SECTION 7-14.3(2)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-14.3(2)C Hydrant Guard Posts Concrete fire hydrant guard posts shall be furnished and installed with fire hydrants as directed by the Engineer. Guard posts shall be buried to a minimum depth of three feet (3'). Guard posts shall not be set higher than the top of the fire hydrants, they shall be plumb, and where more than one post is used at a hydrant, they shall be set with their tops at the same elevation. Posts shall be located to leave a minimum 3-foot radium of unobstructed working area around the face of the fire hydrant. Final location of guard posts is subject to the approval of the Engineer. The exposed portion of the guard post shall be painted with two coats of approved white concrete paint. SECTION 7-14.3(3) IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 7-14.3(3) Resetting Existing Hydrants Where existing hydrants are shown on the plans for adjustments to conform to new street alignment or grade or installation of new utilities or all three, the hydrant shall be relocated without disturbing the location of the hydrant lateral tee at the main. 1121h Watermain Improvements/Brock 7 - 18 June 25, 2013 Pro)ect Number. 10-3025 SECTION 7-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-14.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit bid price per each for "Hydrant Assembly" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to furnishing and installing fire hydrant assemblies, including, but not limited to: the 6-inch fire hydrant, the 6-inch resilient wedge gate valve, the valve box top and bottom, the 6-inch diameter ductile iron pipe joining the gate valve to the fire hydrant, furnishing and installing the main line tee, all costs for shackles, rods, concrete blocking, gravel backfill, painting, guard posts, surface restoration and anything else required for the complete installation and testing of the hydrant assembly as specified. Reference Kent Standard Plan 3-1. Guard post installation for fire hydrants shall be considered incidental to fire hydrant work of all kinds, unless a specific bid item for guard posts is listed in the proposal. SECTION 7-15 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15 SERVICE CONNECTIONS 7-15.1 Description This work consists of installing the service connections from the water main to the customer's service meter including meter setter; from the customer's service meter to the property or easement line; and where shown on the plans, from the service meter to the customer's service line. These service connections are for residential users. This work also includes replacing existing service lines including new service connections, new pipe, new meter boxes and setters as required and relocating meters or combinations thereof. Also included is abandonment and disconnection of service lines being replaced at the City main line. 7-15.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Saddles ................................. 9-30.6(1) Corporation Stops................... 9-30.6(2) Polyethylene Pipes .................. 9-30.6(3)B Service Fittings....................... 9-30.6(4) Meter Setters ......................... 9-30.6(5) Meter Boxes........................... 9-30.6(7) Water Meters ......................... 9-30.7(8) 112'h Watermain Improvements/Brock 7 - 19 June 25, 2013 Project Number 10-3025 7-15.3 Construction Details 7-15.3(1) General Service lines from the water main to the meter setter and from the meter setter to the property or easement line shall be one piece and at least 1 inch in diameter iron pipe size (IPS). Meter setters shall be of the appropriate size for the size of the meter to be installed and reducing bushings shall be installed when the existing meter size is less than 1 inch. Pipe materials used for service lines shall be ultra-high molecular weight, high density polyethylene (PE) plastic pipe, only. The Contractor shall notify all customers affected, the City Water Department, and the Engineer at least two working days prior to working on live services. The Contractor is responsible for planning and coordinating his work such that water service will be resumed with the least possible inconvenience to the water users. The location of existing water service laterals and service lines between the water main and the water meter shall be determined and marked in the field or otherwise located by the City Water Department. Unless otherwise approved by the City Water Department, new service lines from the water main to the meter shall be perpendicular to the water main, i.e. the meter shall be located directly opposite the corporation stop. 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. 7-15.3(3) Service Connections This work shall consist solely of connecting 1 inch or greater diameter service lines to the water main pipe by installing new corporation stops and service line adaptors at the water main pipe and shall include saddles. Corporation stops and saddles shall be of the size shown on the plans and shall be installed with a 22 degree vertical angle from the water main pipe centerline as shown in the Standard Plans. Direct taps shall not be allowed, a double strapped saddle must be used. Particular care shall be exercised to ensure that the main is not damaged by the installation of the service line. 112`" Watermain Improvements/Brock 7 - 20 June 25, 2013 Project Number 10-3025 7-15.3(4) Relocating Existing Water Meter Assembly This work shall consist solely of disconnecting and removing the existing meter, setter and meter box (the meter assembly) from their existing location, cleaning the meter assembly, relocating the meter assembly to the location shown on the plans, and reconnecting the used meter assembly to the service line pipe. 7-15.3(5) Water Service Lines This work shall consist of installing new water service line pipes from the corporation stop at the water main pipe to the water meter setter and from the water meter setter to the water service line Water service lines shall be the size shown on the plans, but shall in all cases be at least 1 inch in diameter iron pipe size (IPS). Water service lines shall be either copper tubing type K or polyethylene plastic (PE) pipe and shall be installed with a minimum of 2 feet of cover over the top of the line. Whenever PE pipe is installed, 12 gage solid copper tracing wire with plastic coating shall be installed over the pipe for its entire length as shown in Kent Standard Plan 3-10. The wire shall be bared and connected between the corporation and the angle stop on the meter setter so as to maintain continuity. Water service line pipes shall not exceed 60 feet in length from the water main pipe to the meter setter. When new water service lines are to be connected to existing service lines smaller than 1 inch in diameter, the new water service lines behind the meter shall be the same diameter as the service line from the water main to the meter and shall be suitably reduced at the connection. 7-15.3(6) Water Meters Water meters 5/8 inch x 3/4 inch to 2 inch shall be provided and installed by the City Water Department. All water meters larger than 2 inch shall be provided and installed by the Contractor. The Contractor shall reinstall existing water meters where shown on the plans regardless of meter size, unless otherwise stated in the Kent Special Provisions. Water meters shall be located behind City sidewalks when sidewalks are present or scheduled for immediate construction. If in case the water meter must be located within the sidewalk, as determined by the Engineer, no portion of the water meter box shall be closer than 6 inches to any edge of the sidewalk. In the case when City sidewalks are not present or scheduled for immediate construction, new water meters shall be located 2 feet from the right-of-way or easement line and inside the right-of-way or easement. In all cases the angle stop shall be installed 9 inches below finished grade. 112'h Watermain Improvements/Brock 7 - 21 June 25, 2013 Project Number 10-3025 7-15.3(8) Excavation, Bedding and Backfilling Excavating, bedding and backfilling for service connections shall be as specified in Section 7-09-3(10). Bedding of water service lines is omitted and backfill material shall consist of selected materials, as outlined in Section 2-03.3(10), unless otherwise specified in the Kent Special Provisions or directed by the Engineer. 7-15.3(9) Meter Boxes and Vaults Water meter boxes shall be installed directly opposite the main line connection; shall be parallel with the street; and shall be within City sidewalks when they are present. Meter boxes installed within City sidewalks shall be located so that no portion of the meter box is closer than 6 inches to any edge of the sidewalk. Water meter boxes installed outside of City sidewalks shall be located within the easement or right- of-way with the near edge of the box being 1 foot from the property or easement line and set to finished grade. Water meter boxes are specified for varying meter sizes and for varying locations. Water meter boxes within driveways or other traffic areas shall meet the requirement for a H-20 traffic loading. Water meter boxes within sidewalks shall be concrete or cast iron. Water meter boxes within planting or similar non-traffic areas may be plastic. Water meter boxes shall be of sufficient size to contain the water meter. With the exception of plastic lids for plastic meter boxes, all lids and covers of meter boxes shall be steel. Water meter vaults shall be adequately sized to contain the meter assembly; shall be set flush to the finished grade; and shall be rated for a H-20 traffic loading unless otherwise shown on the plans. 7-15.3(10) Replace/Abandon Existing Water Service Where the plans call for an existing water service to be abandoned, the corporation stop at the water main line shall be exposed and shut off. The service pipe shall then be removed from the corporation stop and a plug installed on the corporation stop. For service being replaced, the procedure specified above shall be used except that the new service pipe shall be connected to the corporation stop and the stop turned on. Use appropriate adaptor, when necessary, for connecting new pipe to existing corporation stop. Should the existing corporation stop be of the improper size, it shall be abandoned as specified above and a new corporation stop shall be installed on the water main line. 112t' Watermain Improvements/Brock 7 - 22 June 25, 2013 Project Number 10-3025 SECTION 7-15.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.4 Measurement Measurement of service connections, relocating existing water meters, meter setters, compound meter assemblies, water meters, meter boxes and abandon water service will be made per each. Measurement of new water service line will be made per linear foot. SECTION 7-15.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Service Connection 1 Inch Diameter" constitutes complete compensation for furnishing all labor, tools, equipment, and materials necessary for installing the service connection to the water main pipe including, but not limited to, double strap saddle installation, installation of the corporation stop, connection to the water service line and setter, gate valve with valve box, all excavation, backfill, restoration, pipe fittings or adaptors, testing, flushing, disinfection, and testing of the service connection. Reference Kent Standard Plans 3-10 and 3-11. The unit contract price per linear foot for "Water Service Line 1 Inch Diameter" constitutes complete compensation for the labor, materials, and equipment necessary or incidental to the installation of new water service lines including, but not limited to trench excavation, bedding, laying pipe, fittings and adaptors, tracing wire for PE pipe, connection to existing setter and corporation stops, backfilling, restoration, marking of "tail runs", testing, flushing, and disinfection. The unit contract price per each for "1 Inch Meter Setter" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to the installation of new meter setters including, but not limited to connecting the service lines, connecting to "tail runs", excavation, supplying the backfill material, backfill and compacting, fittings and adaptors, testing, flushing and disinfection. The unit contract price per each for"Meter Box for Up to 1 Inch Diameter Service" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to furnish and install new meter box and cover including, but not limited to excavation, supplying the backfill material, backfill and compacting, and setting to grade. 1121" Watermain Improvements/Brock 7 - 23 June 25, 2013 Project Number 10-3025 "Remove Existing Water Meter" "Remove Existing Water Meter Setter" "Remove Existing Water Meter Box and Lid" The unit bid price per each for the above items shall constitute complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of or salvage the items as shown on the plans and described in the specifications. "Restrained Retainer Gland, 8 Inch" "Restrained Retainer Gland, 12 Inch" The unit contract price per each for the above listed items constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary or incidental to the installation of restrained retainer glands as shown on the plans, described in these specifications or at locations as directed by the Engineer. 1121' Watermain Improvements/Brock 7 - 24 June 25, 2013 Project Number 10-3025 DIVISION 8 - MISCELLANEOUS CONSTRUCTION 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 IS 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(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1) General Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other 1121" Watermain Improvements/Brock 8 - 1 June 25, 2013 Project Number 10-3025 sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1. Dewatering Plan 2. Spill Plan 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 3. City of Kent 2002 Surface Water Design Manual 112" Watermain Improvements/Brock 8 - 2 June 25, 2013 Project Number 10-3025 8-01.3(2) Seeding, Fertilizing and Mulching SECTION 8-01.3(2)B IS DELETED AND REPLACED WITH THE FOLLOWING: 8-01.3(2)B Seeding and Fertilizing Topsoil and all other unpaved and unsodded areas within easements and right-of-way disturbed as part of this project shall be seeded. Hydroseeding shall be the method of seed application. Hydroseed shall consist of a slurry composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly broadcast over areas to be seeded. All work shall conform in all respects to Section 8-01 of the WSDOT Standard Specifications, except as modified herein. The Contractor shall notify the Engineer not less than 48 hours in advance of any hydroseeding operation and shall not begin the work until areas prepared or designated for hydroseeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. 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. 1121" Watermain Improvements/Brock 8 - 3 June 25, 2013 Project Number 10-3025 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. 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: 112" Watermain Improvements/Brock 8 - 4 June 25, 2013 Project Number 10-3025 EROSION CONTROL: Seed 170 Ibs/acre of "Mix A" unless otherwise directed by Engineer. Fertilizer 400lbs/acre Wood Fiber 2,000 Ibs/ acre Tackifier 80lbs/acre SECTION 8-01.3(2)D IS DELETED AND REPLACED WITH THE FOLLOWING: 8-01.3(2)D Mulching Wood cellulose fiber mulch conforming to Section 9-14.4 of the WSDOT Standard Specifications shall be used where mulch is called for on this project. The application rate shall be 2,000 pounds to the acre in accordance with Section 8-01 of the WSDOT Standard Specifications. Mulch shall be incorporated into the slurry of seed and fertilizer. Mulch of the type specified in Section 9-14.4(2) shall be included in the hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section 8-01.3(2)B. The application of seed, fertilizer, and mulch shall be 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. 112`" Watermain Improvements/Brock 8 - 5 June 25, 2013 Project Number 10-3025 SECTION 8-01.3(2)F IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1. Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. SECTION 8-01.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)G Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets and area drains open and free flowing. Protect all seeding against wind, storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. SECTION 8-01.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)H Inspection Inspection of seeded areas shall be made upon completion of seeding operations, at the end of the maintenance period, and at any time during the maintenance period. The Contractor shall reseed, re-mulch or re-fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot. Areas 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 BY ADDING 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. 112" Watermain Improvements/Brock 8 - 6 June 25, 2013 Project Number 10-3025 SECTION B-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. SECTION B-01.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5 Payment The unit contract price per acre for "Seeding, Fertilizing, and Mulching" shall be full pay for all labor, materials tools and equipment necessary to complete the above said hydroseeding, seeding, fertilizing and mulching at the locations shown on the plans, including the following areas: 1. All areas disturbed by the Contractor's operations. 2. 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. 112`" Watermain Improvements/Brock 8 - 7 June 25, 2013 Project Number 10-3025 The unit bid price per square yard for "Straw Mulch" constitutes complete compensation for all materials, tools, labor and equipment required for applying straw mulch on exposed soils for erosion control as directed by the Engineer. Straw shall be in an air-dried condition, and free of noxious weeds and other materials detrimental to plant life. The unit price per square yard for "Clear Plastic Covering" (6 mil polyethylene sheets) shall constitute complete compensation for furnishing, staking, maintaining and protecting, the material in place (including sand bags and stakes) on all exposed soils per the WSDOT Standard Specification and as directed by the Engineer. The unit price shall also include the removal and disposal of the "Clear Plastic Covering." The unit contract price per force account for "Baker Tank" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to provide, operate, maintain, dispose of stored water, cleaning of receiving piping conveyance system, and remove the baker tank for stormwater storage and disposal. The unit contract price per square yard for "Temporary Construction Entrance, and Removal" constitutes complete compensation for all materials, labor, tools and equipment required to furnish, install and maintain and remove the construction entrance to, and including the staging area, as shown on the plans and as directed by the Engineer. This price shall include, but not be limited to: clearing, grubbing, tree removal, excavation, quarry spalls, maintenance of the entrance during the life of the project and removal upon completion of the project. Disposal of the materials shall be at an approved location. 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. 1121" Watermain Improvements/Brock 8 - 8 June 25, 2013 Project Number 10-3025 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 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 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.3(17) Plant and Site Protection During Entire Construction Period The Contractor shall: 1. Protect existing trees to remain and new plants against injury and damage, including but not limited to: cutting, breaking, or 112'^ Watermain Improvements/Brock 8 - 9 June 25, 2013 Project Number 10-3025 skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-02.5 Payment The unit contract price per cubic yard for "Topsoil Type A" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. 8-04 CURBS, GUTTERS, AND SPILLWAYS SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.3(1)C 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.S IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment Add the following to Section 8-04.5 of the WSDOT Standard Specifications: The unit contract price per linear foot for "Cement Concrete Curb and Gutter" constitutes complete compensation for all materials, labors, tools, supplies and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. 1121" Watermain Improvements/Brock 8 - 10 June 25, 2013 Project Number 10-3025 8-09 RAISED PAVEMENT MARKERS SECTION 8-09.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.1 Description This work shall consist of furnishing, and installing new pavement markers of the type specified in the plans upon the roadway surface in accordance with applicable Kent Standard Plans and/or WSDOT Standard Plans at locations shown in the Contract or as directed by the Engineer. Removal of existing pavement markers shall be included in the unit bid price for this item unless otherwise specified. Unless otherwise noted, pavement markings shall be installed in strict conformance to Kent Standard Plans 6-73 and/or 6-74. SECTION 8-09.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.3(1) Preliminary Spotting The Engineer will provide control points at the locations and intervals determined necessary by the City to assist in preliminary spotting of the lines before the placement of raised pavement markers begins. The Contractor shall be responsible for preliminary spotting of the lines to be marked. Approval by the Engineer is required before the placement of raised pavement markers begins. Preliminary spotting to guide the placement of raised pavement markers is required for all longitudinal lines. Preliminary spotting for each lane of raised pavement markers shall be provided at transition points required by Kent Standard Plan 6-73, RPM Substitution Patterns. SECTION 8-09.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.3(2) Surface Preparation In removing raised pavement markers and plastic traffic buttons, the Contractor shall: 1. Haul broken-up pieces of raised pavement markers, plastic traffic buttons and all waste material to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Remove all sand, or other waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. 3. Install temporary lane markings at their sole expense, unless the street is going to be remarked, or overlaid immediately after the completed removal of raised pavement markers and/or plastic traffic buttons. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, including the complete removal of all remaining adhesive, and fill any surface voids caused by the removal work. 1121h Watermain Improvements/Brock 8 - 11 June 25, 2013 Project Number 10-3025 SECTION 8-09.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.4 Measurement When shown as lump sum in the plans or in the Proposal as removal of raised pavement markers and plastic traffic markings, no specific unit of measurement will apply, but measurement will be for the sum total of all items for a complete removal of the subject items. SECTION 8-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.5 Payment The lump sum contract price for "Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the raised pavement markers and painted and/or thermoplastic traffic markings as described in the specifications or as directed by the Engineer. 8-12 CHAIN LINK FENCE AND WIRE FENCE SECTION 8-12 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.3(1)E Chain Link Gates Contractor shall remove and reinstall the existing 16-foot double gate at the Blue Boy tank site if needed to facilitate construction. Should the gate and / or adjacent fencing require removal, Contractor shall provide temporary 6-foot high fencing to maintain security of the site. Temporary fencing shall be in place and secure at the end of each work day. All existing poles removed with fencing shall be replaced with new galvanized poles. The 3-foot wide main gate and hardware shall be galvanized. Mesh gauge size and spacing shall match that of the existing fencing. Gate latch mechanism shall be padlockable. 8-12.5 Payment The unit contract price per each for "Remove and Reinstall 16-foot Double Gate" constitutes complete compensation for all labor, materials, poles, tools and equipment necessary to supply and reinstall the gate shown on the plans, or where directed by the Engineer. This item includes the installation, maintenance, and removal of temporary fencing to maintain site security. The unit contract price per each for "3-foot Gate" constitutes complete compensation for all labor, materials, poles, tools and equipment necessary to supply and install the gate in the location shown on the plans, or where directed by the Engineer. The gate shall include a mechanism to latch the gate closed and be lockable with a pad lock. 112`" Watermain Improvements/Brock 8 - 12 June 25, 2013 Project Number 10-3025 This item includes the installation, maintenance, and removal of temporary fencing to maintain site security. 8-14 CEMENT CONCRETE SIDEWALK SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.1 Description This work shall also consist of conducting 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-section shown in the plans and to the lines and grades as staked by the Engineer. SECTION 8-14.3(3) IS DELETED AND REPLACED BY 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 troweling and before installing the contraction joints or perimeter edging, the walking surfaces of the sidewalk and ramps shall be brushed in a traverse direction with a stiff bristled broom. The curb face and top of 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. 112" Watermain Improvements/Brock 8 - 13 June 25, 2013 Project Number 10-3025 SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.5 Payment Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the Proposal: The unit bid price per square yard for "Cement Concrete Sidewalk" constitutes complete compensation for all materials, labor, tools, supplies and equipment necessary to install cement concrete sidewalk and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under separate bid items. Unit price shall also include all work necessary to discontinue sidewalk panels at locations of existing power poles. Contractor shall note that some power poles will need to remain in- place until completion of the electrical conversion. This bid item shall include all costs associated with discontinuing sidewalk at pole locations, remobilization after pole removal, and completion of sidewalk system. 8-15 RIPRAP SECTION 8-15.5IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-15.5 Payment Disposal of quarry spalls at an approved location shall be included in the cost per ton. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL SECTION 8-20.1 IS REVISED AS FOLLOWS: 8-20.1 Description THE SECOND PARAGRAPH IS REVISED TO READ AS FOLLOWS: Unless otherwise noted in the plans, 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. 112" Watermain Improvements/Brock 8 - 14 June 25, 2013 Project Number 10-3025 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 lunction boxes shall be installed in all conduits intended for future use. The tracer wire shall be 12 gage stranded copper within a plastic coating. No splices shall be allowed on tracer wire except in locations approved by the Engineer. SECTION 8-20.5 IS SUPPLEMENTED 8Y ADDING THE FOLLOWING: 8-20.5 Payment 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 the Junction box, including dewatering if necessary, backfill compaction, adjustment to final grade and tack welding lid shut after final inspection. The lump sum 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 east of Station 23+50 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. 112" Watermain Improvements/Brock 8 - 15 June 25, 2013 Project Number 10-3025 8-22 PAVEMENT MARKING SECTION 8-22.1 IS REVISED AS FOLLOWS: 8-22.1 Description THE TEXT UNDER CROSSWALK STRIPE IS REPLACED WITH THE FOLLOWING: A series of pairs of SOLID WHITE lines, 8-feet long, 24 inches wide, aligned parallel with the direction of traffic.. THE TEXT UNDER TWO WAY LEFT TURN STRIPE IS REPLACED WITH THE FOLLOWING: A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4 inch space. The broken or "skip" pattern shall be based upon the City's 12-foot line and a 30-foot space, except where the existing paint markings use a different pattern in which case the existing pattern will be used. The solid line shall be installed to the right of the broken line in the direction of travel. THE FOLLOWING NEW PAVEMENT MARKING IS ADDED: Yellow Painted Curb A SOLID YELLOW stripe, just wide enough to completely cover the concrete curbing. SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials Material for pavement and curb markings shall be white or yellow paint as noted in the Proposal and Bid Item Descriptions. All paint, including the paint for the concrete curbs, shall be described in the Qualified Products List as "Temporary Pavement Marking Paint - Low VOC Solvent Based." Paint and sprayed material shall be applied with a top dressing of glass beads. All Paint shall comply with the specifications for no heat, instant dry pavement markings. Glass beads shall be AC-110 Highway Street Spheres, or pre-approved equal. Material for pavement markings shall be Raised Pavement Markings (RPMs) for roadway channelization and plastic for crosswalks, arrows, stop bars and legends. Plastic shall be selected from materials listed in the Qualified Products list (QPL). Material for RPMs shall meet the requirements for Section 8-09.2. 1121" Watermain Improvements/Brock 8 - 16 June 25, 2013 Project Number 10-3025 SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION; 8-22.3(2) Preparation of Roadway Surfaces The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1). SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-22.3(3) Marking Application The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the Engineer's decision to adjust the method of payment for damaged paint stripes. The Engineer's decision regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120 F for a maximum of 10 minutes. The second coat of yellow paint applied to concrete curbs shall have glass beads applied at the rate of 12 pounds per 100 linear feet of curbing. SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(5) Installation Instructions RPMs shall be installed per the requirements of Section 8-09.3(4). SECTION 8-22.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(6) Removal of Pavement Markings Where required for the construction of the project or where directed by the Engineer, the Contractor shall remove pavement markings. The pavement marking shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. Painting is not an acceptable method for obliteration or removal of pavement markings. Where the project involves overlay or pavement, paint stripes do not have to be obliterated unless specifically called for on the Project Plans, or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed prior to any overlay of pavement or where the roadway is being rechannelized or where specified on the Plans. Also see Section 1121h Watermain Improvements/Brock 8 - 17 June 25, 2013 Project Number 10-3025 8-09.3(1) of the Kent Special Provisions. The City has not shown the existing pavement markings on the plans. The bidder shall visit the site to determine the extent, location and type of items to be removed. SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: SECTION 8-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: The unit contract price per lump sum for "Permanent Channelization" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install permanent channelization within the project area to match existing channelization including white edge plastic striping, double yellow plastic striping, raised pavement markers, turn arrows and stop bars at the locations shown on the plans, described in the specifications and noted in the field. 8-23 TEMPORARY PAVEMENT MARKINGS THE FIRST PARAGRAPH OF SECTION 8-23.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.1 Description The work shall consist of furnishing, installing and removing temporary pavement markings. Temporary pavement markings shall be provided when permanent markings are eliminated because of construction operations. Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent markings are installed. Temporary pavement markings that are damaged shall be repaired or replaced immediately. Edge lines shall be installed unless otherwise specified in the Contract. Installing, maintaining, and removing temporary pavement marking shall be incidental. 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. 112'h Watermain Improvements/Brock 8 - 18 June 25, 2013 Project Number 10-3025 8-28.2 Materials Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work located in cement concrete shall be backfilled with gravel borrow, then patched with cement concrete. Pothole work not on paved surfaces shall be backfilled with native material. 8-28.3 Construction Requirements The pothole shall be of sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. 8-28.4 Measurement Pothole utilities shall be measured per pothole work performed. 8-28.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The contract price per each for "Pothole Utilities" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to pothole utilities at the locations shown on the plans and described in the specifications. 8-30 PROJECT SIGNS 8-30.1 Description This work shall consist of providing all posts, braces, and hardware and installation and maintenance of City-furnished project signs where shown in the plans or where directed by the Engineer. 8-30.2 Materials Sign posts shall be 4 inch x 4 inch Fir. 8-30.3 Construction Requirements 8-30.3(1) Erection of Posts All posts shall be set reasonably vertical, and deep enough to sustain sign and expected wind loads as determined by the Engineer. 8-30.3(2) Design A Three (3) vertical 4 inch x 4 inch Fir posts shall be attached to the sign board as shown in Kent Standard Plan 6-13. Three horizontal 2 inch x 112'h Watermain Improvements/Brock 8 - 19 June 25, 2013 Project Number 10-3025 4 inch Fir braces shall be attached to the back of the sign board, one each on the top, the bottom, and in the middle. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.3 Installation Fasten two (2) vertical 4 inch x 6 inch Fir posts evenly spaced at the back of the sign board. Posts shall be of break-away design with no more than 12.25 square inches of drilled shear area at a point 2 inches above the ground, or as directed by the Engineer. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.4 Measurement Project signs will be measured by the installed and maintained unit. Failure of the Contractor to adequately maintain the project signs—as determined by the Engineer—shall be deemed noncompliance with this Specification. 8-30.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Project Sign Installation" constitutes complete compensation for furnishing all labor and materials, to install and maintain project sign(s) for the life of the project and removal and delivery of sign(s) back to the City Shops. Failure to adequately maintain and return project signs to the City Maintenance Shop shall be deemed reasonable grounds for the Engineer to adjust the payment made under this bid item. Said adjustment shall be determined solely by the Engineer and is not negotiable except at the Engineer's discretion. 8-32 UNDERGROUNDING OF ELECTRICAL FACILITIES 8-32.1 Description The work to be performed shall consist of excavating the joint trench for installation of conduits as required for the installation of PSE, CenturyLink and Comcast facilities, removal of obstructions, bedding the conduit, installation of PSE, CenturyLink and Comcast conduit as shown on the City's plans. Work shall include, but not be limited to: 1. Pothole locations prior to excavation of trench to verify the adequacy of the selected location. 2. Saw cut asphalt pavement as required by the plans and excavate for conduit. 3. Excavate the trench. 4. Protect and support all exposed utilities. 5. Install PSE, Comcast and CenturyLink conduit, bends, connections, and risers as shown on the plans. 6. Furnish and install identification tape. 112" Watermain Improvements/Brock 8 - 20 June 25, 2013 Project Number 10-3025 7. Cutting and capping of conduit as required to provide temporary and permanent terminations. 8. Proofing of conduit by blowing clean with compressed air and pulling a cleaning mandrel correctly sized for each conduit to ensure that no deformities are present in the conduit. 9. Furnish, place and compact backfill, surface restoration for trenches. 10. All other work as required to provide a complete system as shown on the Plans and Specifications. 8-32.2 Materials The identification tape shall be polyethylene, 5 mil tape with 1/2 mil aluminum center core. Electrical tape shall be 6 inch wide, red in color, with non-ferrous metal conductor sandwiched in the tape to allow detection. The words "Caution - electrical utilities below" shall be printed on the tape. Telecommunication tape shall be 6 inch wide, orange in color, with non-ferrous metal conduction sandwiched in the tape for detection purposes. The words "Caution - telecommunication line below" shall be printed on the tape. The backfill material for trench excavation shall conform to the requirements of Crushed Surfacing Top Course 5/8 Inch Minus. See Section 9-03.9(3) of the WSDOT Standard Specifications. Sand for conduit bedding shall meet the requirements of Section 9- 03.13 (backfill for sand drains) of the WSDOT Standard Specifications. Foundation material to replace unsuitable material removed from unstable trench bottoms as directed by the Engineer shall conform to the requirements of Section 9-03.17 of the Kent Standard Provisions. 8-32.3 Construction Requirements 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 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. Locations of conduit shown on the plans are approximate. The Engineer, utility company, representative and the Contractor will coordinate actual location of conduits as necessary to avoid conflicts with existing utilities and appurtenances. Contractor shall adjust the depth and width of the trench as required at utility crossings. The excavation shall be backfilled in conformance with other applicable requirements as outline elsewhere in these Kent Special Provisions and WSDOT Standard Specifications. Typical trench details are shown on the plans. 112`h Watermain Improvements/Brock 8 - 21 June 25, 2013 Project Number 10-3025 The Contractor shall use crushed surfacing top course, 5/8 inch minus for backfill and shall dispose of all excess material as directed by the Engineer. It shall be the Contractor's responsibility to coordinate his 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(3) Trench Bottom Stabilization Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material Class I or II meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. 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 deemed not suitable for compaction as backfill by the Engineer, the trench shall be backfilled with crushed surfacing top course, 5/8 minus. 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(7) Conduit Installation Contractor is responsible for the installation of PSE, Comcast and Centuryl-ink conduit. Conduit shall be installed by the Contractor in accordance with NEC and these specifications. Contractor shall be responsible for all coordination work between PSE, Centuryl-ink and Comcast. All conduit shall be proofed by being blown clean with compressed air and pulled with a mandrel correctly sized for each conduit. The Contractor shall furnish and install 1/4" diameter nylon rope in all City conduit runs. A tracer wire terminating within junction boxes shall be installed in all city conduit runs (greater than 1-1/4" diameter) intended for future use. The tracer wire shall be 12 gage stranded copper within a plastic coating. No splices shall be allowed on tracer wire except in locations approved by the Engineer. 112" Watermam Improvements/Brock 8 - 22 June 25, 2013 Project Number 10-3025 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), cleanup and all other work described in Section 8-32.1 of the Kent Special Provisions. Cost to coordinate with utilities to place their facilities in the trench and to obtain utility supported conduit shall be included in this bid item. "Installation and Proofing of Schedule 40 PVC Conduit, 2 Inch Diameter" "Installation and Proofing of Schedule 80 PVC Conduit, 4 Inch Diameter" "Installation and Proofing of Schedule 40 PVC Conduit, 1 1/2 Inch Diameter" "Installation and Proofing of Schedule 80 PVC Conduit, 1 1/2 Inch Diameter" "Installation and Proofing of PVC Coated GRS Conduit, 2 Inch Diameter" "Installation and Proofing of PVC Coated GRS Conduit, 3/4 Inch Diameter" The unit contract bid price per linear foot for the above items shall constitute complete compensation for all material, supplies, tools, equipment and labor required to install the conduit as shown on the plans. Included in this bid item are all glue, fittings, tracer wire, core drilling, kor-n-seal boots, and all other costs associated with proofing the conduit and all other installation requirements outlined in Section 8- 32.1 of the Kent Special Provisions. The unit contract bid price per linear foot for "Installation and Proofing of Schedule 40 PVC Conduit, 1 1/4 Inch Diameter" shall constitute full compensation for all materials, supplies, labor, equipment and tools required to install the utility company supplied conduit as shown on the plans. Also included in this bid item are all costs associated with proofing the conduit and all other installation requirements outlined in Section 8-32.1 of the Kent Special Provisions. The "Installation and Proofing of Schedule 80 PVC Conduit, 1 1/2Inch Diameter" bid item also includes supplying and installing #12 gauge locate wire. The unit contract bid price per ton for "Sand for Conduit Bedding" shall constitute complete compensation for all materials, equipment, tools, labor and supplies necessary to furnish and install the sand for bedding the conduit as shown on the plans and as specified herein. 112`^ Watermain Improvements/Brock 8 - 23 June 25, 2013 Project Number 10-3025 DIVISION 9 - MATERIALS 9-03 AGGREGATES SECTION 9-03.12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION AND REPLACING IT WITH THE FOLLOWING: 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Pipe bedding shall be 5/8 inch minus crushed rock. Pea gravel is not allowed. All material shall conform with the following gradation: Sieve Size Passing 3/4 Inch 100% 5/8 Inch 95 - 100% 1/4 Inch 45 - 65% US No. 40 6 - 18% US No. 200 7.5 max. % Fracture 75 min. Sand Equivalent 40 min. L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood waste, bark and other deleterious material. SECTION 9-03.14(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.14(1) Gravel Borrow Gravel Borrow material shall consist of pit-run granular material conforming to the following gradation: Sieve Size Percent Passing 3 Inch* 100 3/4 Inch 65 - 100 U.S. No. 4 25 - 70 U.S. No. 10 10 - 50 U.S. No. 40 0- 30 U.S. No. 200 0 - 5 Sand equivalent 50 min. The maximum passing the U.S. No. 200 sieve is limited to five percent (5%) based on the minus #4 inch fraction. Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. Where additional materials are required to formulate the street sub- base to the cross section denoted in the plans, said additional material shall be Gravel Borrow. 112`h Watermam Improvements/Brock 9 - 1 June 25, 2013 Project Number, 10-3025 * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100 percent passing 1 inch square sieve. All other sieve values continue to apply. SECTION 9-03.17 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.17 Foundation Material Class I and Class II Foundation Material Class I and Class II shall be used to replace unsuitable material removed from unstable pipe trench bottoms. Foundation Material Class I and Class II shall conform to the following gradations: Percent Passing Sieve Size Class I Class II 6" square 100 --- 4" square --- 100 2" square 0 65-85 1" square --- 40-70 1/4" square --- 20 max All percentages are by weight. In addition, all rock shall be sound, angular ledge rock or recycled cement concrete pavement meeting the following specifications. Suppliers of recycled cement concrete products shall have a quality assurance program reviewed and approved by the City. Each rock or piece of recycled cement concrete pavement shall have at least two fractured faces. Adsorption 3% max (Corps of Engineers CRD-C-107) Accelerated Expansion (15) days 15% max Soundness 5% max loss Density (solid volume) 1S5 pcf min Specific Gravity 2.48 min SECTION 9-03.21(1)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-03.21(1)D Recycled Steel Furnace Slag Steel Furnace Slag shall not be used for any purposes. 1121" Watermain Improvements/Brock 9 - 2 June 25, 2013 Project Number 10-3025 9-13 RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND ROCK FOR EROSION AND SCOUR PROTECTION AND ROCK WALLS SECTION 9-13 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-13.8 Rock for Ditches Rocks for ditches shall meet the following requirements for grading: Sieve Size Percent Passing 12" 95 to 100 6" 40 to 60 3" 10 to 20 3/4" 0 to 5 9-14 EROSION CONTROL AND ROADSIDE PLANTING SECTION 9-14.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.1(1) Topsoil Type A Topsoil Type A shall be free of weeds and consist of the Special Planting Mixture per Section 9-14.4(9) of these Kent Special Provisions with commercial fertilizers added as specified herein and having a pH range of 5.0 to 6.0. SECTION 9-14.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.1 (1)C Sandy Loam Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading: Passing 1 inch sieve (square opening) .... 100% Passing 1 mm sieve............................. 80% minimum Passing 0.15 mm sieve ........................ 15% maximum SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2 Seed Hydroseed: Seed shall be "Blue Tag" or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. Grasses used shall meet the following specifications: 1121" Watermain Improvements/Brock 9 - 3 June 25, 2013 Protect 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: 112'h Watermain Improvements/Brock 9 - 4 June 25, 2013 Project Number 10-3025 Total available nitrogen ........... 21% (Analyzed as N) Available phosphorous............. 0% (Analyzed as PZOS) 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 shall not contain any sawdust, straw, green or under- composed organic matter, under-sterilized manure or toxic or otherwise harmful materials. SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 9-14.4(9) Special Planting Mixture Special planting mixture shall consist of three-way mix consisting of one part rotted manure, one part sandy loam, and one part peat by volume with commercial fertilizers added as specified herein and having a pH range of5.0to6.0. Rotted manure shall consist of well-rotted, unleached cattle manure not containing more than one third part shavings, sawdust, or refuse and shall be free of noxious weed or grass seed. 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. 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 1121" Watermain Improvements/Brock 9 - 5 June 25, 2013 Project Number 10-3025 The sandy loam shall be free from subsoil, noxious weed seed and other foreign substances and shall have a pH factor of between 5.0 and 6.0. Maximum Electrical Conductivity shall be 2.0 milliohms. 9-14.4(12) Wood Cellulose Fiber Wood cellulose mulch shall be specially processed 100 percent virgin wood fiber containing no growth or germination-inhibiting ingredients. It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water, the fibers in the material will become uniformly suspended to form a homogenous slurry. When 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. 9-28 SIGNING MATERIALS AND FABRICATION SECTION 9-28.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.1 General All signs shall be reflectorized except for City Project Signs. ALL PERMANENT SIGNS, EXCEPT "NO PARKING ANYTIME" SIGNS SHALL HAVE VIP SIGNS AND CLASS A TEMPORARY DIAMOND GRADE RETRO- REFLECTORIZED SHEETING, UNLESS NOTED OTHERWISE IN THE PLANS. "NO PARKING ANYTIME" signs shall have engineer grade retro- reflectorized sheeting. 9-29 ILLUMINATION. SIGNAL. ELECTRICAL SECTION 9-29.1 IS DELETED IN ITS ENTIRETY. SECTION 9-29.2 IS DELETED AND REPLACED WITH THE FOLLOWING: "Junction Boxes" shall be Oldcastle Precast Model No. B1324 13 1/4 inches x 24 inches with a Steel Checker Plate, H/20, Bolt Down lid, or equal. SECTION 9-29.3 IS DELETED IN ITS ENTIRETY. 112" Watermain Improvements/Brock 9 - 6 June 25, 2013 Project Number 10-3025 9-30 WATER DISTRIBUTION MATERIALS 9-30.1 Pipe SECTION 9-30.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 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. 9-30.2 Fittings SECTION 9-30.2(1) 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 ]oint. 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 version of AWWA standard C115/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 0-ring seals. SECTION 9-30.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.3(3) Butterfly Valves Valve operators shall have operating wheels. 112'h Watermain Improvements/Brock 9 - 7 June 25, 2013 Protect Number, 10-3025 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 V13-1C 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. 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. 112" Watermain Improvements/Brock 9 - 8 June 25, 2013 Project Number 10-3025 SECTION 9-30.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS; 9-30.3(9) Flexible Rubber Check Valves Flexible Rubber Check Valves shall be Tideflex Series 35 and 35-1. No alternatives will be considered. Materials of construction shall be EPDM and NSF approved for contact with potable water. 9-30.3(10) Globe Style Check Valve "Globe Style Check Valve" shall be Henry Pratt Co. Model No. 821-A with a EPDM seat, equals will not be considered. Valve shall have ANSI 150# flanges on both ends. DIVISION 9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-32 RESTRAINED RETAINER GLAND Restrainer mechanism shall be integrated into the design of the follower gland. As the mechanism is activated, multiple wedging action shall be imparted against the pipe increasing its resistance as internal pressure increases. The actuating bolt shall be threaded into the restraining wedge and have a 1 1/4-inch hex operating nut. The operating nut shall be threaded onto the actuating bolt, not swaged or riveted. The restraining twist off nut bolt system shall have a torque-limiting feature designed to break off at preset torque levels, thus ensuring proper action of restraining device. Glands shall be manufactured of high strength ductile iron in accordance with ASTM A536 Grade 65-42-12 requirements. The wedge shall be manufactured of high strength ductile iron and be heat treated to a minimum hardness of 370 BHN. Applicable dimensions shall conform to ANSI/AWWA C111/A21.11 and shall be incorporated into the mechanical joint restraint so that the device facilitates use with standard mechanical joint bells. The mechanical joint restraint mechanism shall have maximum water working pressure of 350 PSI and a minimum safety factor of 2:1 (i.e., twice the maximum pressure rating of the restraint). The restraint gland mechanism shall be RomaGrip, Stargrip Series 3000, or MEGALUG Series 1100. 112'h Watermain Improvements/Brock 9 - 9 June 25, 2013 Project Number 10-3025 KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. WATER 3-1 Standard Fire Hydrant 3-2 Temporary Hydrant Location 3-3 Guard Post 3-4 Valve Marker Post 3-7 Valve Box and Operating Nut Extender 3-9 Concrete Blocking 3-10 Service Connection 1" Service 3-19M Standard 12" Blowoff Assembly SEWER 4-5 Manhole Grade Ring, Safety Steps & Ladder STORM 5-1 Catch Basin Type I 5-2 Catch Basin Type II 5-3 Misc. Details for Drainage Structures 5-4 Catch Basin Frame 5-5 Vaned Grate 5-9 Solid Catch Basin Cover 5-10 Round Solid Catch Basin Frame and Cover 5-15 Debris Cage 5-31 Filter Fabric Fence STREET 6-33 Cement Concrete Curb 6-34 Curb and Sidewalk Joints 6-73 Typical RPM Lane Markings 6-74 Typical Thermoplastic Lane Markings 6-75M Thermoplastic Crosswalk Markings 6-76 Thermoplastic Arrows, Stop Bars and Only Legend 112`" Watermain Improvements/Brock A - 1 June 25, 2013 Project Number 10-3025 6-81 Left Turn Pocket End of Two-Way Left Turn Lane 6-82 Sign Installation 6-83 Street Name Sign Installation 6-84 Street Name Signs 112t' Watermain Improvements/Brock June 25, 2013 Project Number 10-3025 Q C7 S d w U Qw lw7 � 3 a • ZK w mp ° • . 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F ZQ YQ Q Z .. i o p LD 0 n a 3 � - w 3 ~ d z F M p J Z N En ~ n p W' w W 3 p} X 0 S z V) d QU # Z K < K 0 w > V) d p v0 m J m 0 of w N O F- a > pm a � IS m p W 'f ¢ ~O a Z af d' oclf u Jwvxi r- F- O > K t•1 Z p J Z Z V) M Z W Q W W CD d M O K S te = S U Q W M z0 z C mZ� ZZ o0D 30 � <nw 00 ¢ Z 0¢ O ¢ J p aJ V) > Z a c n w g w0 U m Zw \/ O� m O W z zed � � Q wQ O Z d ZZ 0 > w0 Q Q X J wd' �Z z0 x 0 X "-' Q �� _Z uwJJOWY p Zp W � m > � � � Ewa wz wH � z w>- f22 Lq 3: �o X xZ o � � w V) � Yw LLg > I Ln Ln d' x M w Z i�i V)W Z� W In J 00 O Y q Q W Z U d� J d O p Z w LL 0 } !n w Q 0 w J Z dr Y O W g z W p t l U Q p 0 F L L n d 0'V) Q O d x u V) W wOin m w S O N M O ut Y NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 3' NOMINAL z SEi AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ou "t S� �1Z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WASH y THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST • p hQ �; co CITY OF KENT w J 0 Z ENGINEERING DEPARTMENT O Z v '-'j N z g A R 21493 O KE.NT STANDARD FIRE HYDRANT in •ev ° r ���C`(� FIST DESIGNED DMW DRAWN BB SCALE NONE STANDARD PLAN CHECKED DATE APPROVED 3-1 ISCHARGE/FLUSHING APPROVED CROSS DECHLORINATION CONNECTION CONTROL DEVICE AND METER SUPPLY HOSE TEMPORARY TEST SAMPLING FAUCET BLOCKING CONTROL VALVE NEW WATER MAIN TEMPORARY CAP OR PLUG I APPROVED CROSS DISCHARGE/FLUSHING CONNECTION CONTROL DECHLORINATION DEVICE AND METER TEMPORARY BLOCKING SAMPLING FAUCET - CONTROL VALVE I:b NEW WATER MAIN TEMPORARY CAP OR PLUG NOTES NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 1 THE USER SHALL PROVIDE THEIR ()SE AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE OWN GATE VALVE BETWEEN THE �7 T ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT METER AND DISCHARGE POINT �� `OF WASy � THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST Q G, CITY OF KENT 2 CROSS CONNECTION CONTROLO Z ENGINEERING DEPARTMENT DEVICE AND METER SHALL BE - -3 SUPPORTED IF NOT RESTING ON �TJ �f ENS- TEMPORARY HYDRANT THE GROUND -0 P 21493 0 ....... CONNECTION oFSS 7NAl�ENG\�� DRAWN DESIGNED SCAB NONE STANDARD PLAN CHECKED DATE 6-11-99 Z�� vw nEm J APPROVED 1 GUARD POST FIRE HYDRANT 3 MIN. III III II I� _III III LIJ� J w —F, O \ WATER ' w MAIN LOWER LIMIT + FOR PAINT GUARPOST D \/ �� , i TYPICAL PLACEMENT DETAIL I z f m NOTES: 1 THE FOG-TITE HYDRANT GUARD POST IS PRE-APPROVED ALL OTHERS REQUIRE WRITTEN APPROVAL OF THE ENGINEER PRIOR TO INSTALLATION 2 GUARD POST ARE INSTALLED WITH TOPS SET AT THE SAME HEIGHT AS 9"OIA THE HYDRANT IF MORE THAN ONE POST IS SET,THEY SHALL BE SET AT THE SAME HEIGHT 3 PAINT EXPOSED POST THE SAME COLOR AS THE FIRE HYDRANT SEE STANDARD PLAN 3-1 4 SEE STANDARD PLAN 3-1 FOR FIRE NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT HYDRANT DETAILS. �T AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE SOS EPi I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT FIRE HYDRANT IS LOCATED BEHIND 5 GUARD POSTS ARE NOT USED WHERE y� o f )NASy THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST `S� CURB AND GUTTER OR POSTED v� M co Q C NO YERING O F�KENT DARTMENT SPEED LESS THAN 40 MPH ti Z 6. GUARD POST SHALL BE LOCATED KENT GUARD POST OUTSIDE OF THE CLEAR ZONE. SEE -0 p 21493 p W'....... STANDARD PLAN 6-50 �Dr FGISTER� �4� DESIGNED DIW TTANDAM PLAN FS/ON AI DRAWN OB S NONE 7. FOR USE ON PRIVATE PROPERTY. CHECKED DATE 3-3 vw m APPROVED TYPICAL 2"HIGH BLACK STENCIL MARKINGS ON THIS FACE ONLY HOMERIGHT PAINT. 00 CON cRff E SIZE OF VALVE 5 PRE CA5 pF P p5r• p�55 30 TOP pRppV � / INISNE�pRpO F pR 1 LIMA E 1pwER of NON F GE N 3.1 ' COArr ON pARO Po DISTANCE ' TO VALVE PAINT 5T ryPE) OR BLOWOFF (5E E 2 FOR Npr 3 REIN fORC50 BA Ol USE 1 1JQ^fyP. " FOR GATE VALVE O ^ / R 13/8 "BV"FOR BUTTERFLY VALVE OR "BO" FOR BLOWOFF ASSEMBLY 53,60 Lg5 JI+/ tNE1p�. 311Z^ NOTES NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT ()SEP AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE 1. FOR USE ON PRIVATE PROPERTY. l I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� of WAS& �� THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST 2. THE FOG TITE INC.VALVE MARKER G.A d CITY OF KENT POST WITH THE"WATER" LEGEND IS NP z ENGINEERING DEPARTMENT THE PRE-APPROVED PRODUCT ALL H OTHERS REQUIRE THE WRITTEN E � APPROVAL OF THE ENGINEER PRIOR KENT VALVE MARKER POST �O 21493 W......•.. TO INSTALLATION ��� �FGISTER�o 4� F(�ON ^^\\G\� DRAWN DESIGNED BBW SCALE NONE STANDARD PLAN oA AL �\V CHECKED DATE 3-4 APPROVED OLYMPIC FOUNDRY VB 940 WITH TWO(2) INCH "DEEP SKIRT"COVER. THE COVER SHALL BE MARKED"WATER". 3' d ° e e 4" Zxa . ff Ln O a a Q e e ° < d a d a a ° a EXTENSION Fn WATER AS NEEDED ° I ° d I0, Z ° °a a e i0 d p < Fn ° d a d _I I— JI K 3'x3'x4"THICK CONCRETE(3,000 PSI)PAD AROUND VALVE COVER IN UNPAVED AREAS VBASE SECTION: RICH 24" PLAN VALVE BOX BOTTOM, IO LYMPIC NO VBIC OR 2" SQUARE PRE-APPROVED EQUAL AND OPERATING SHALL BE COMPATIBLE NUT WITH TOP SECTION ROCK GUARD, 4 1/4" DIA 1/8" MIN THICK 0 = W O VALVE BOX WITH z w OPERATING NUT EXTENDER J a 3/4" SOLID STEEL ROD NOTES* 1 EXTENSIONS SHALL BE A MINIMUM OF ONE(1) FOOT LONG 2 EXTENSIONS SHALL BE SIZED AS OPERATING NUT EXTENDER NEEDED,AND PAINTED WITH TWO(2) NOTE. THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT COATS OF METAL PAINT ()SEP AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE S i7 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 3 EARS, LUGS OR STAINLESS CAP �� of WAS hiI THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST SCREWS ON COVER SHALL BE ALIGNED c) �v� co O CITY OF KENT WITH DIRECTION OF WATER FLOW z ENGINEERING DEPARTMENT r 34 FOR ADDITIONAL REQUIREMENTS AND Cam' tillV KENT VALVE BOX AND USE SEE WSDOT STD SPECIFICATIONS o P 21493 0 ...„,.,,". OPERATING NUT EXTENDER SECTION 3 19 �O,r Fa/STERN\ \�� F J vG\\ DRAWNED BBWE NONE STANDARD PLAN S VALVE BOX SHALL BE CENTERED OVER ONAL E 2"SQUARE OPERATING NUT APPROVED °ADATEDYI.NED 3-7 APPROVE B THRUST BLOCK - TABLE P MINIUM BEARING AREA AGAINST UNDISTURBED SOIL S UARE FEET PIPE PRESSURE X SIZE PSI A B C D E 100 PSI 200 2/(1) 1/(NONE) 1/(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 81, 200 7/(5) 5/(3) 4/(3) 2/(2) 1/(1) 3/(2) 300 11/ 8 8/(5) 6/(4) 3/(2) 2/(1) 9O°BEND TEE 10° 200 11/(8) 8/(6) 6/(4) 3/(2) 2/(1) 4/(3) 275 16/(11) 11/ 7 9/(6) 5/(3) 3/(2) 200 16/(11) 11/(8) 9/(6) 5/(3) 3/(2) C 12 250 24/(16) 17/(11) 131 9 7/(5) 4/(3) 5/(4) 14" 20 22/(13) 16/(11) 1 ) 6/(4) 3/(2) 7/(6) 250 33/(22) 23/(16) 18//(1 12) 9/(6) 5/(3) 200 29/(19) 21/(14) 16/(11) 8/(6) 5/(3) B 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 450 BEND 20" 200 r64 (29) 32/(21) 24/(16) 13/(8) 7/(4) 16/(11) 24" 200 (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 1/20 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 JOINTS TO PERMIT TAKING UP OR DISMANTLING JOINT. OVER THE PIPE EXCEEDS 2 FEET 5 CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND SOIL SAFE BEARING LOAD OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. LB PER SO 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 ()SEP AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE SAND&GRAVEL S 17 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CEMENTED WITH CLAY 4,000 �� pF WASNiI �� THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST HARD SHALE 10,000 CITY OF KENT P rn f Z � ENGINEERING DEPARTMENT *IN MUCK OR PEAT,ALL THRUSTS SHALL B r y RESTRAINED BY PILES OR TIE RODS TO ICz7 �f ENS- CONCRETE BLOCKING SOLID FOUNDATIONS OR BY REMOVAL OF -10 P 21493 p w......... MUCK OR PEAT AND REPLACEMENT WITH �O F�ISTEa� 4 BALLAST OF SUFFICIENT STABILITY TO F fNG�� DRAWDESIGN 913 SOLE NONE STANDARD PUN RESIST THRUST A DMW NAL CHECKED DATE APPROVED �m 3-9 F- Z it a w 0 z N O� K O m w O J p M Z Ou Z:)w w Z_ a O M Q �w z ¢ _ w - =W w� f w Jtn p K H U Uu a Z j X H Q Z In ¢ 01 >m z wz ¢ z wm wvw ¢ O Y O� wF-0 3 wce l7z w w z 'r w� Ogg O f O tnw Yd dN pa0 K :. a 0OZ W n o ao W - ww o� wZ z¢ f a=L w p f Z w Z J Z W d H � O � OOo Q z �ii N 3NIl co � tnJ 0 (n ` vn � Oz 0 1N3W3SV3 u m w z ^ a s o� n u ow w � � d Ua O w Y e J Z Z Ln z w N J tnu W J X a d 00 O O aof w a m w z ¢ p p ..OI Ol„8 O^w m ucc m w 00 K J w d um e d0Y N Z u1 Oa K Q f W w UO � LD w K U Q� "I W Z W Q 0 Q� a w U 0 Z m w VI w = } J OF w 7wZ K K =O Ln UOwQ tn0 �JF-- w W 0 3tn O = n 02 Z 0 W w z a F w O wall- w w } 0 L W m t1 } ¢ 0 d' N j a m X0 w o o m w 3 tn ce 'w I U � oc � � 2 � W .Z. JO m Z mtn f.�jf \�J w M Q = K WOW (wJU � N O Z Z x Q O d Z Q J ~ w W ~ J Z Z = tn`. K Zw � z V) gw uZ � QdZ ZH � 3 w 7 ¢ w O X m K U n Ou N p p 3 W Y IL O O Q m = O J J W f J d'Z U¢ � ty c' .. Ln F- t1 O H m a m F w w g O w 0� w w Q ww _� U w ¢Z w O O Z to Z� w Otn w � � ¢3 wa w � OCw7 z � � � 2 z: Q O w VwIQ Lnn > mw U m O w x J a 0 n u a f v Q Zca Y n w z v w NOTE'THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 2 5 ww QSEp AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE S 17 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT Ln WASly THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST co CITY OF KENT ENGINEERING DEPARTMENT r y SERVICE CONNECTION `� KENT A 21493 0 W„„,„ere, 1" SERVICE GIST Ea,�\ \�� DESIGNED DMW FS�ONAL �\G\\ DRAWN BB S NONE STANDARD PLAN CHECKED DATE _ 0 APPROVED X J U Z M m O ^ X f p K ry LA p w O Q = w m W Ln ca O W o of w U rn U Y x z u UO m rll N W J Q Y w o Q IW a a ¢ w n9 p C d 0 ae I O O u U Z ce - V I\ J I Z W Ln O w Z Z Duo 5 ZC z L9 9 oW F o V1 U J w na W w W ce 00 Q d' V) Z N »d+ N n�+ Q w 0 rl rl > J W. l7 v° v Z CO V Ln x = Q N W x K M Q Q Ln S Z w um o a O / Z D `! a z o o0 x G m p m z x 9did 'I 0 0 r \� w m > D NI Wi �/ o Z \� ; z > Z u W o Ul Z Va VI z N Z d M "" DI- W z 0 W ywj m W W ? O V) o m F W<- = O Z > uD o > > Cfw t~ QxW K zr N N Q > = 0 D J O wZ V) Z zDu ~ W gv � 4 � Z_ aQ g0 � - zo v >> Qd mom„ uu oW � u' z a � zr J z m z O Y ¢ o D ^" w )~il NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT J Y J 0 AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE U) Z) = o 0 w o C > o w a ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT z N LD u w - a Dw z a THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST ou L) m � � � "' L) 0 a CITY OF KENT D U OU Z Q Z ED Z g Q O V) ENGINEERING DEPARTMENT Qz m0Q m —� z a dopoCCOU v) W �jQOD = Jce Z `/ KENT 12„ J W w D m a Q Q < O N z D Q = o W D _ II-- o BLOWOFF ASSEMBLY Q J F U W Q j = W J Z V U V) OYu- Z w O Q �' DESIGNED D SCALE NONE STANDARD PIAN W r M V > U V1 Ln 2 Ca VI O Q LD DRAWN BB CHECKED DATE 3—1 9 M z O O O O O APPROVED G\Dessgn\10-3025 BLUE 80Y\DWG\3-19m Gwg,6/21/2013 2 56 09 PM 12"MIN. 12"MIN. 1"RADIUS r 3" 3 1/2" 6 1/2" MIN. 121 O� DROP RUNG HANDHOLD MANHOLE STEP x f 12"MIN 11 3/4"MIN CENTER TO CENTER 6" 9 1 6 MINN „ J� MANHOLE STEP GALVANIZED DROP RUNG MANHOLE STEP AND PREFABRICATED LADDER 6 12" 111/2" 12" � • 6" FOR STEP 11 3/4"MIN. 3" FOR HANDHOLD CENTER TO CENTER 9 1/8" FOR STEP 6 1/8" FOR HANDHOLD 6 POLYPROPYLENE DROP RUNG MANHOLE STEP AND PREFABRICATED LADDER NOTES 1 MANHOLE STEPS CONFORMING TO SECTION R,ASTM C-478 AASHTO M-199 REQUIREMENTS AND REQUIREMENTS OF ASTM D-4101 FOR POLYPROPYLENE AND S 24" 5" ASTM A-615 FOR 1/2" GRADE 60 DEFORMED REINFORCING BAR FOR POLYPROPYLENE STEPS,AND ALL WISHA AND OSHA SPECIFICATIONS,ARE ACCEPTABLE PROVIDED THEY ARE PRE-APPROVED BY THE DIRECTOR OF PUBLIC WORKS 2. DROP RUNG STEPS ARE TO BE #8 GALVANIZED DEFORMED REBAR. # 1"CLEARANCE 4 BAR 3 PREFABRICATED LADDERS ARE TO BE#7 GALVANIZED SMOOTH STEEL. 4. MANHOLE PREFABRICATED LADDER STEPS SHALL BE PARALLEL OR APPROXIMATELY GRADE RING RADIAL AT THE OPTION OF THE MANUFACTURER, EXCEPT THAT ALL STEPS IN ANY MANHOLE SHALL BE THE SAME OPENETRATION OF OUTER WALL BY A NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT STEP LADDER OR LADDER LEG IS BUT AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY tT THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON PROHIBITED USE FLANGED END FOR BOLTING TO WALL IN STORM DRAINAGE SOSEP�7 FILE AT THE CITY OF KENT A COPY MAY BE OBTAINED UPON APPLICATIONS 5� OF WASiy �� REQUEST O6 EMBED FOOT OF LADDER IN CONCRETE O CITY OF KENT ENOWEERI DEPARTMENT IN POURED AND/OR CHANNELED N FLOOR f�• MANHOLE GRADE RING, -o 21493 a � KENT SAFETY STEPS & LADDER 7. MANHOLE STEPS OR LADDERS ARE NOT �� FGISTeRL �� REQUIRED WHEN THE COVER TO DESIGNED DMx Q C SCALE NONE STANDARD PLAN DRAWN BOTTOM OF MANHOLE IS LESS THAN 4'. S'�ONAL FAG CHECKED ee DATE 4—rJ wa em APPROVED 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 30. 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 BE SEATED IN MORTAR PICK HOLES,CRACKS AND ANY OTHER JOINTS SHALL BE FINISH GROUTED TO PROVIDE A WATERTIGHT STRUCTURE 6+ 5. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST �R12, PIPE INVERT SHALL BE 5' ONE#3 BAR HOOP FOR 6" HEIGHT TWO#3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION (WEIGHT- 200 LBS -6") (WEIGHT- 580 LBS. - 12") PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER 3„ REINFORCED OR 44" 12" #3 BAR PLAIN CONCRETE EACH CORNER 21" ALL METAL PIPE 15" MIN #3 BAR SOLID WALL PVC EACH SIDE (WSDOT STD SPEC 9-05 12(1)) 15" #3 BAR EACH WAY 4" PRECAST BASE SECTION (WEIGHT-2170 LBS) NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT oSEpzT AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE 5 17 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WASy �9 THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST CITY OF KENT o 4� Z ENGINEERING DEPARTMENT KENT CATCH BASIN TYPE 1 �O 21493 O (� WA....e.o. FGISTER� \�� DESIGNED DWH FS�OA'AL DRAWN BB SCALE NONE STANDARD PLAN IV l- CHECKED DATE 5-1 APPROVED LJ s W O Qt1 K f 0 W K m OM M O 7 V Z I^ g o u o of Ci a w wz V)g0 ¢ oU J U O Vl Q K VI U m Z Q Z K U F p S Z m Z O O (n O 3 a N N M M M M x V Z az¢ �Owm L) >o al of co OZZF Q O *d � 0 Ww � dO U w I(1 OO�""";; Z U)a d V) (n U mm - u wog O W O �Q Q Z Q d N M M V Ill tD d x zoo � ~ J Cf W p p ¢ J F O l0 N O N IQ 2i 2 Q M M R V MAX n W _ Y © ©� ¢ G 12" ol u O W Z N OM M If) IO 4 o w ¢r 12'-' 1"MIN. m N a O MIN -�0 o in l wl7 I�il v a o z v (TYP) 2.5" MAX I;d 16" °° �g �Z ��o x Z w MAX ^ w g 2OMIN cD m r E a r m rn v u m a 0 28" MAX J w ZO J +��-'W )U W U) N N N N J Z � F- m O O O O O O "B" 12'-6" MAX.(FOR MAINTENANCE) a cD I of Z ¢ oN O Z W E Q '� Z M Ol ul vl Ol Ol o J W 3 LA O J J m W 0 W m C V) U Ln w V 1 S lx/12 W 7 � x W } w co Z w Ln Z Z >i ZD )n m ry HF- � m o ZI- S Z V) ¢ W _Z am O J = .. 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F- V) Ye C7OC7 W ¢ Vlx m V) x z � .ti N M V ul IO x Z V ¢ Q ¢m 0 7 Ian n m T NOTE'THIS PLAN IS NOTUA LEGAL ENGINEERING DOCUMENT BUT OSE,P AN ELECTRONIC DUPLICATE,THE ORIGINAL, SIGNED BY THE S t I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 1. of WAS y �� THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST co O CITY OF KENT 0 Z rr1 ENGINEERING DEPARTMENT `� KENT CATCH BASIN TYPE II G P Off` �N AL CHECKED DEED Be WH 01 SCALE NONE STANDARD PUN CHECKED DATE C 5-2 APPROVED �— J #6 BARS @ 7"CENTERS I\� BOTTOM FACE WITH 20'x 24",OR \ I I 1" MIN COVER A' ''0� 24" DIAM 2"CLR TYP. Rrz, ! 20"1 2"TYP. ONE#3 BAR HOOP FOR 6" I I TWO#3 BAR HOOPS FOR 12" N • rl AS AN ACCEPTABLE ALTERNATIVE TO REBAR,WIRE MESH HAVING �- A MINIMUM AREA OF 0 12 SQUARE INCHES PER FOOT MAY BE 96"TOP SLAB 1"MIN USED FOR ADJUSTMENT SECTIONS 2 1/2"MAX. 20"x 24',OR RECTANGULAR ADJUSTMENT SECTION #5 BARS @ 6"CENTERS 24"DIAM �y�I� BOTTOM FACE WITH 34" 1"MIN COVER 2"CLR `, A / TYP /'�, ONE#3 � � 20" - -{ 2"TYP. BAR HOOP 4" S, . . . . . .J CIRCULAR ADJUSTMENT SECTION W 72"TOP SLAB 1"MIN 2 1/2" MAX 20"x 24",OR 24" DIAM, N #4 BARS @ 6"CENTERS 2"CLR \ BOTTOM FACE WITH I 1"MIN COVER I 2' MIN. TYR I N 20" -j z°TYP. ;o TYPICAL ORIENTATION —� FOR ACCESS AND STEPS 48"&54" TOP SLAB NOTES 1 SLAB OPENING SHALL BE 24"X 20" NOTE, THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT FOR RECTANGULAR AND 24" QSEP AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE DIAMETER FOR ROUND S 1I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� OF WASly �� THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST 2. SEE STANDARD PLAN 4-5 FOR STEP, 0 �P� co CITY OF KENT LADDER AND GRADE RING ti Z ENGINEERING DEPARTMENT � - y 3 ONLY ONE STYLE OF CATCH BASIN tl:i KENT MISC. DETAILS FOR DRAINAGE STEPS MAY BE USED IN A CATCH o P 21493 O � w......... STRUCTURES BASIN DO NOT MIX STYLES �0� FGISTERN F� DESIGNED DWH FSI�NAL �NG\� DRAWN BB S��E NONE STANDARD PLAN CHECKED DATE C 5-3 wom J APPROVED 5/8"-11 UNC-2B HOLE (2 PLCS TYP) A A NN ti N 3/8" r, TYP 3/4" i TOP VIEW 7/8"TYP " 1 5/8"TYP MIN. 1 AT 4 L(2" �� 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 osEp AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE S 'I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� pF WASN �Q THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST CITY OF KENT rn -Z xj ENGINEERING DEPARTMENT KENT 18"x 24" oP Pic 1493`� �� W......... CATCH BASIN FRAME OFFsJr�N ALE``vG\�� DRAWN DESIGNED 8H SC0.LE NONE STANDARD PLAN CHECKED DATE J G_ team 4 APPROVED 1 3/8" . T s" I 3t" 17 3/4" I 1 5/8" TOP VIEW END VIEW 23 3/4" 1 3/8" 1 1/4" 1/8" R r+ 1 5/81, 1/2"INSET HEX SOCKET 00 -� 15/16" FT-�J L �� \ 3 1/2" R � _co 2 3/4' 2 3/4" �8+ 5/16" R PARTING LINE FRONT VIEW VANE DETAIL N NOTES 1 1/4" 3/4" 1. PROVIDE FRAME SHOWN IN STANDARD PLAN 5-4 F 5/8"-11 UNC-2A 2. PROVIDE 2-5 8" DIAMETER STAINLESS STEEL A N STAINLESS STEEL / INTH C S LLE TYPE T SECURING BOLT BOLTS COUNTER SUNK FLUSH WITH COVER i 3 GRATE SHALL BE STAMPED"DUMP NO POLLUTANTS", "OUTLET TO STREAM" 4. ALL LETTERING SHOWN SHALL BE 1/2"AND SHALL BE RECESSED F---1/2" UNLESS OTHERWISE INDICATED IN THE SPECIAL PROVISIONS 5 DUCTILE IRON ASTM A-536 GRADE 80-55-06 H-20 RATED SLOT DETAIL 6. GRATE SHALL BE LOCKING. SLOT FORMED AND RECESSED FOR 5/8"- 11 NC x 2" S S SOCKET HEAD(ALLEN HEAD)CAP SCREW NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT QSEP AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE 1I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WAS& �� THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST CITY OF KENT ENGINEERING DEPARTMENT KENT 18" x 24" o P 21493 a W......... VANED GRATE Po< FGISTE ON AL `w\ �\ DESIGNED i BE SSE NONE STANDARD PLAN G DRAWN BE CHECKED DATE G C APPROVED gym+ 5-5 23 3/4" C B I I I 8 LEVELING PADS 3/4"x 1 3/4"x 1/8" ' THICK 1"LIFT HOLE I 2 1/2"DIA, I ;o 0 2" I 3/4"0 HOLE I I I II I I ry oo II I I � � Goo II I I B SECTION B-B v 11/16" 2 1/8" � 1/2"INSET '] 2 1/8" PROVIDE 5/8"DIA. BOLTS&TAP HEX SOCKET 1 7/8" FRAME FOR LOCK DOWN LID. -� �- 15/16" PLAN 4 3/4" 5/8" 5/8"-11 UNC-2A STAINLESS STEEL SECTION A-A SECURING BOLT NOTES: 11/16" 1. WHEN SPECIFIED ON THE APPROVED PLANS,THE SOLID METAL COVER FOR 1/4" 1-3/I6"DIA SLOT CATCH BASIN SHALL BE FURNISHED IN PLACE OF THE GRATE PROVIDED FOR ON STANDARD PLAN 5-5 a 2 RAISED DESIGNS OTHER THAN THE DIAMOND DESIGN SHOWN HEREON MAY BE USED IF APPROVED BY THE ENGINEER ^' 3 CAST IN THE LETTERS"DRAIN"IN 2"RAISED LETTERS, 1/8"HIGH. 4 TO BE USED WITH FRAME SHOWN IN STANDARD PLAN 5-4. 3/4" 5. PROVIDE 2-5/8" DIAMETER STAINLESS 1/8., t 1 1181, SECTION C-C STEEL ALLEN TYPE BOLTS COUNTER NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SUNK FLUSH WITH COVER (SEE ()SEP AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE STANDARD PLAN 5-4 FOR BOLT-DOWN S �z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CATCH BASIN FRAME) h� �F wASy�� THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST 6. FRAME, CAST IRON ASTM A48 CL30, O �Q� co O CITY OF KENT COVER, DUCTILE IRON ASTM A 536 GR z ENGINEERING DEPARTMENT 8055-06 H-20 RATED `" r � KENT SOLID CATCH BASIN -o P 21493 a " .,,,. COVER DESIGNED DWH NONE STANDARD PLAN ANAL \Vv DRAWN BB SCALPLAN CHECKED DATE C-9 ua�m J .7 APPROVED DRILL&TAP. 5/8"-11 UNC - 1B (3 @ 1200 ON A 22-1/8" BOLT CIRCLE) /y 2"RAISED LETTERS B 2a ° VN RAISED LOGO/LETTERS 00 °F ® .Sy /rF2 1/8"ROUNDED Cr � m RAISED TROUT O FOR 5/8"-11 UNC- IB S.S. I{5�KN�N 0 1/2" HEX HE CAP SCREWS (3 REQUIRED) ° R A 1 C� 1"PICKHOLE(3 @ 1200) 2"RAISED LETTERS"DRAIN" B A FOR STORM DRAIN 1"HANDLING HOLE(3 26-1/2" PLCS) 25" 1" 25-1/4" 1-1/2" 2-3/16" 5/8° 23-3/8" 1„ I-3/16" 27-5/16" 3/8" 34-1/8" SECTION A-A SECTION B-B NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OSE AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE S i7 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT pf WASHi� �� THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST o CITY OF KENT rn Z ENGINEERING DEPARTMENT txj KENT ROUND SOLID CATCH BASIN �F?3TER�\� \F�� """""°'°" FRAME AND COVER FONAL �\VG\\ DRAWN DWH BB SCALE NONE STANDARD PLAN CHECKED DATE C 5-1 0 f"a aFA J APPROVED 3/4"DIAM SMOOTH ROUND BARS EQUALLY SPACED BARS SHALL BE WELDED TO UPPER&LOWER BANDS UPPER BAND 3/4" DIAM 3/4" DIAM BAR SMOOTH ROUND BARS EQUALLY SPACED(4"O.0 1/2"PLATE kn MAX) z X 1/2" —a1 *NOTE BARS OMITTED ON DRAWING A 3/4"BAR 0 0 DRILL HOLES FOR LOCK PLAN UPPER BAND 2411 � A LOWER BAND w H ENTRY GATE DETAIL N VI .u m=k 4-9/16" LOWER HOLES BAND EQUALLY SPACED INNER DIAM SEE TABLE BELOW NOTES ELEVATION 1 ALL STEEL IN PLATES, BARS AND BANDS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36 CB INNER DIAM 2 DEBRIS CAGE SHALL BE HOT-DIP GALVANIZED IN 48" 58" ACCORDANCE WITH AASHTO M111 (ASTM A123) 54" 65" 60" 72° 72" 86" 3 ENTRY GATE SHALL BE LOCKABLE WITH A CITY OF 96" 114" KENT PADLOCK NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT S OSEP AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE`7 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WAS& S/ THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST CITY OF KENT ti Z ENGINEERING DEPARTMENT '3 tzj KENT DEBRIS CAGE -O ,P 21493 .,..,..,.. c a F O�� STE DRAWN D BBH STANDARD PLAN SCALE NONE S ANAL G\ CHECKED DATE APPROVED �•,� 5-15 NEWLY GRADED OR WIRE FABRIC O DISTURBED SIDE SLOPE 2' 2' FILTER FABRIC z FLOW MATERIAL in -LARGE ROCK 2"OR / GREATER IN DIAMETER NATIVE BACKFILL MATERIAL OR 3/4"»1 5"WASHED GRAVEL / U SECTION A-A FILTER FABRIC MATERIAL 2"x2"x14 GAUGE WELDED WIRE FABRIC OR MIRAFI 10OX OR EQUIVALENT A WIRE RINGS EQUAL(IF 180# EXTRA STRENGTH FABRIC (TYPICAL) IS USED MAY ELIMINATE WIRE FABRIC) JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS USE STAPLES,WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS E STEEL OR I I A I I L I 2 X 4 WOOD POSTS LJ U I I 6'0C. INSTALLATION NOTES' ELEVATION 1 FILTER FABRIC FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE AFTER THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED THE NEWLY DISTURBED AREAS RESULTING FROM FILTER FABRIC REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED OR STABILIZED AS APPROVED BY THE ENGINEER 2 FILTER FABRIC FENCES SHALL BE NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT INSPECTED IMMEDIATELY AFTER EACH AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE RAINFALL AND AT LEAST DAILY OSEPl j ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT DURING PROLONGED RAINFALL.ANY �� of WASH �� THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. ,v� co p CITY OF KENT ENGINEERING DEPARTMENT 3 REMOVE SEDIMENT WHEN IT REACHES � � 1/3 FENCE HEIGHT �/� \./KENT FILTER FABRIC FENCE ( 21493 O w......TC. 4. INSTALL THE SILT FENCE FIRST. �O� �CGISTERN F AFTER THE SILT FENCE HAS BEEN FSsj FNG\� D�VM� Ba SCALE NONE STANDARD PUN INSTALLED,CONSTRUCT BERM AND ONAL CHECKED DATE TRENCH , 5-31 !APPROVED 12" 6" 9" 10" 5 1/2" 2 1/2" 5" 2 1/2" 1"R 1/2"R w e z ZD G n e 1"R 1/2"R ° N ° ° e a. a `i LL- Zp O e ° ° $ ° de o ° d e ° n d d77 ti COMBINED CURB AND GUTTER CONCRETE EXTRUDED CURB EXPANSION JOINT 17 10° 2" 3 1/2" 1%MIN 20/D MAX NOTES, 1%MIN. - p 1. CONCRETE CLASS 3000 IS REQUIRED. 2/o o ° MAX. v ° P 2 ROLLED CURB MAY ONLY BE USED WITHIN A o° m • • . � CUL-DE-SAC 5"SIDEWALK 3. IN ROADWAY SECTIONS WITH SUPER ELEVATION, THE GUTTER PAN WILL MATCH THE ADJACENT 12" I PAVEMENT SLOPE. _ 2 0 4 DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. ROLLED CURB COMBINED CEMENT CONCRETE CURB AND GUTTER NOTE' FACE OF CURB SHALL NOT EXTEND TgPFq BEYOND THE FACE OF GUARDRAIL ` TOWARD THE TRAFFIC LANE 1�, SrR°k� ygNO M 1 COC(,C6M�J OB VARIES NFp C FO �T Fl rx CEMENT CONCRETE of ANC JNF�GF PAVEMENT ROLLED CURB R�FC/j Rg EXTRUDED CONCRETE TRANSITION CURB UNDER GUARDRAIL �OSEP<7 NOTE'THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �� pf WASiy�N �9 AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE C1 �� � 0 YO ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT nP z THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST --3 CITY OF KENT ��. . ENGINEERING DEPARTMENT 21493 RFc S re��° �� KENT CEMENT CONCRETE 0 �FS'�ONAL E ....I.. CURBS DESIGNED DWH SCALE NONE STANDARD PLAN DRAWN RD CHECKED DATE 6-33 APPROVED vraweFA 1/4""V"GROOVE 3/8"EXPANSION JOINT 3/8"EXPANSION JOINT CB DUMMY JOINT 4" ii d } f a 1"'V'GROOVE SECTION B-B DUMMY JOINT 1/4""V"GROOVE 3(8" EXPANSION JOINT DUMMY JOINT CB 3/8"EXPANSION JOINT 1"'V'GROOVE DUMMY JOINT B B VERTICAL CURB&SIDEWALK NOTES 1 AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED 5. AS ALTERNATIVE TO EXPANSION JOINTS AROUND JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS, POLES, POSTS, STRUCTURES, REINFORCING BARS MAY BE EMBEDDED IN AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED CONCRETE ON FOUR SIDES OF STRUCTURES AREAS JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M33 (ASTM D994) 6. INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH 2 AN EXPANSION JOINT CONSISTING OF 3/8"OR 1/4"x FULL DEPTH OF 1/4" RADIUS EDGING TOOL.ON SEPARATE POUR PREMOLDED JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS CONSTRUCTION AN EXPANSION JOINT CONSISTING OF 3/8" AT A MINIMUM OF 15 FOOT INTERVALS AND AT SIDES OF DRAINAGE INLETS. OR l/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 QSEP S !7 NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 4. CONTRACTION JOINTS CONSISTING OF WAS/y �� AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE 1/4"V-GROOVES SHALL BE MADE IN c ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT v SIDEWALK AT FIVE FOOT INTERVALS, M Z THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST INTERMEDIATE TO THE EXPANSION 3 CITY OF KENT JOINTS ENGINEERING DEPARTMENT AP°� � 1493 FGISTe � KENT CURB AND SIDEWALK JOINTS F`S�ONAL DESIGNED DWH SCAlF DRAW NONE STANDARD PUN N BB CHECKED DATE - 6-34 APPROVED 42' 12' 30' 3- 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U A, 0 C, C, C, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o o o o 0 0 0 0 0 0 0 0 0 0 ❑ 0 0 0 0 VARIES (300'MAX.) 5' �� TWO WAY LEFT TURN LANE �` f_ 2 5' 00000 00000 0000 00000 0 00 0 0 00 0 0 00 00 0 0 0 0 0 0 0700R�0000000000000 0 00 0 0 0 0 0 0 0 0 0 0 0 21' +4"GAP TYPE lY RPM TYPE 2YY RPM TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 21' I TYPE 2W OR Y RPM I 0000 0000000000 coo 00 TYPE IWORYRPM 000000000000000000 4"GAP TYPE lY RPM /// 3'- TYPE2YYRPM 888888808 88883888888--NOGAP TRAFFIC DIRECTION _r" DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION TRAFFIC DIRECTION 42' 42 12' 30' 12' 30' 3' 3 g o 0 0 ❑0 0 0 0 0 0 0 0 ❑ o \�\_TYPE iW RPM TYPE 2W RPM TYPE 1W RPM TYPE 2W RPM TRAFFIC DIRECTION TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE TYPE 2Y RPM 6' 21' TYPE 1Y RPM T W too � 0000s e � ae es ea ea ae ea 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0000000 ❑000000 ❑0000000 TYPEIWRPM 0 00 O O O 00 O ❑0 O 00 O O O O 0 O 00 O O O 00 O TYPE 2W RPM 18"-RPM'S EQUALLY SPACED TRAFFIC DIRECTION BARRIER LINE DOTTED WIDE LINE 421 12' 15' 3' es ea 0000g00000000 000 ❑00000 TYPE 2WRPMTMPEIWRPM ��TYPE 2W RPM TYPE 1W RPM �> DROP LANE LINE TRAFFIC DIRECTION EDGE LINE SOSEP17 NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT y� OF WASy �� AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT coQ Z THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST y CITY OF KENT (?J ENGINEERING DEPARTMENT A�'o � 21493 FGISTER�O ��� KENT TYPICAL RPM LANE eS�ONAL ENG\� w"'"'"°'°" MARKINGS DESIGNED DWH STANDARD PLAN DRAWN BB SCALE NONE CHECKED DATE - C—7 2 0 ONELP V J APPROVED 9' 36' 42' TRAFFIC DIRECTION 1 0 0 0 VARIES (300' MAX.) 4"GAP 5' TWO WAY LEFT TURN LANE C� O ❑ O ❑ C� 0 0 TRAFFIC DIRECTION 4"YELLOW PLASTIC LINE TYPE 2YY RPM TWO WAY LEFF TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 1' 21' 21' 13_ 1 0 0 010 1 �8"WHITE PLASTIC LINE 13 TYPE 2YY RPM 4"GAP 4' TYPE 2W RPM YELLOW PLASTIC LINE -r �r TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION 30' TRAFFIC DIRECTION 0 0 30' 1, TYPE 2Y RPM ❑ �o 4"YELLOW PLASTIC LINE TRAFFIC DIRECTION TYPE 2W RPM 4"WHITE PLASTIC LINE SKIP CENTER LINE TRAFFIC DIRECTION LANE LINE 6 �—8---� 1' �oeQeo TYPE 2W RPM L8' WHITE PLASTIC LINE DOTTED WIDE LINE 4"WHITE OR YELLOW PLASTIC LINE EDGE LINE TRAFFIC DIRECTION 21'(TYP) 18"YELLOW PLASTIC BARRIER LINE 1" ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 3' 9' 18"-TYPE 2Y RPM'S EQUALLY SPACED ()SE TRAFFIC DIRECTION WASq � BARRIER LINE CITY OF KENT 8"WHITE PLASTIC LINE + ENOINEERINa DEPARTM[NT TYPE 2W RPM �• TYPICAL THERMOPLASTIC KENT DROP LANE LINE -o ,P 21493 p � .. .o*"• LANE MARKINGS c� a F � � h DESI NED SPS SCALE NONE STANDARD PLAN `s ANAL E G CHECKED DATE 02-2DO3 „M 6-74 APPROVED I � 1 i a i 24"WHITE THERMOPLASTIC j EQUALLY CROSSWALK BAR SPACED g L 24" i 0I { 1 18' uLp I 1 1 I UA l I 4'(TYP) I I { I tl 1'STOP BAR TIRE TRACKS(TYP,) f I , 'TYPICAL 4 LANE ROADWAY CONFIGURATION I } i, *NOTES: ' � I 1, FOR ROADWAYS WITH MORE OR LESS LANES,THE SAME CONFIGURATION APPLIES, CENTER THERMOPLASTIC BARS ON THE LANE LINES,AND IN THE CENTER OF THE TRAVELED PORTION CF THE LANE TO MINIMIZE TIRE WEAR ON THE THERMOPLASTIC. 2, THE CENTERLINE OF THE CROSSWALK SHALL GO FROM THE CENTERLINE OF THE CURB j RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE CURB RAMP ON THE OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS. l lI 3 GLASS BEADS(PER WSDOT STANDARD SPECS.SECTION 9-34)SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS I t l' NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT i r, S()SEP AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE OF WASH ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT I� �1, , THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. b 00 CITY OF KENT 't+ ENGINEERING DEPARTMENT I KENT THERMOPLASTIC CROSSWALK j 3 21493 MARKINGS ISTE��151�� DESIGNED DWi SCALE NONE STANDARD PUN i I ssIONAL ECG DRnwN ee CHECKED DATE I; it APPROVED a�,"� 6—75 M II t I` tl OO m S-7„ N Ly T-0" 0 b N 0'-6" c o N N 0'-6" 0'-6" —'1 Imo- 0'-6" F�- NOTES. 1. THERMOPLASTIC MATERIAL SHALL BE USED,UNLESS DIRECTED BY THE ENGINEER 2. GLASS BEADS(PER WSDOT STANDARD SPECS SECTION 9-34)SHALL BE T ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS SOSEPlI NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT LENGTH VARIABLE o �i� of WASH AN ELECTRONIC DUPLICATE THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �P z O THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST CITY OF KENT ENGINEERING DEPARTMENT A�O,r 41 493 �`�� V RANT THERMOPLASTIC ARROWS, STOP BARS do ONLY LEGEND STOP BAR DETAIL AL t�G DESIGNED DWH SCAB NONE STANDARD PUP! DRAWN BB CHECKEO DATE 6_76 DICNEDi V / V APPROVED 0 z O J � W Q O W W Z J � w Q Z w w z J � zo W gZ � O o N I ONLY 0 NOTE: 3o SEE STANDARD PLAN 6-73 FOR LANE MARKING DETAIL � z w J W m r 0 Z O W 0 0 ZI I SpSEPkI g 1 aF wasyl w � -o ,P 21493 a 3 �O� FGISTER� �F4 N �S�ONAL ENG\ NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST CITY OF KNT ENGINEERING E DEPARTMENT LEFT TURN POCKET AT END KENT OF TWO WAY ""......" LEFT TURN LANE DESIGNED DWH SCALE NONE STANDARD PLAN DRAWN 9B CHECKED DATE - V C_8+ npM[m 1 APPROVED J (Q� K W J Q N Q N g 3 w Q 0 O X J p j Z d ] w S N Q u Z Q �< U < S 0 Q ww g w Y w a Q ~ W Z Q Ln 4c^ w ODw � oC ma Quo mopQ ¢ dz J d J d 0 Z O 0 U (.D m f M to Z Q wZ ZO ^� N � m 0 F- t— W Q m U O 0 d co ZQ� ^ JF- J F- s 00 � avl F- t^ O w S Q w Z z w z Q O O K � Y Q 0 O F_ J Q ' 0 Z Z OZK S w w w Z V) Q Z Q O 0 O O O O oo m 0 a F Z to a Q w J 0 co d 0 > w K pw Q 2 w OW F- ww f wQ 0 U) O w = m p = S N N Z Z z Q Z 3 XzO a mw Z � J QD rvJw Q ~ � 0 ¢0 v7LL v1 O w � w U za U W W Q ry U S Z Q D o w QU F_ Q 0 O'Q70 z � Q .. oF- > 0 en Z 0 O N o `n w v F- a 0 O (D N f = u F xZ za0 aF Q ago x0 w � F d K Z � U-. \�/� U =Q al In w � O'7cy \\\ 00 O U 0 d. p w V7 (n Y O w Z Z 0 d 2 0 0 W d Vl F_ m V) x 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 9 / W U) W g < z Q w x e ^ / w F- w to 0 q ¢ Q*Q 9- K [O F- pJ Q7 V) 0 :* Q W / 0 Z - w of zw 00Ln � N. ��� J m b Z itn Lnz a 21 s m H � dO 0 F- j d0 J cc � w W W N LD 0 m 0 J J W Z W J N d w M � W d F N Q 1-- C U VI �' Q W y K O f O �i wO p a 0 m l N d V1 N K Q U •• N M ? Q K u Go ��LE, NOTE THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OFWASy� AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT nP i O THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST CITY OF KENT ENGINEERING DEPARTMENT 0 0 21493 O 4 �'O `r01STER� \,F KENT SIGN INSTALLATION C \ w......I.. S�ONAL EN' DESIGNED DWH SALE NONE STANDARD PLAN DRAWN BB CHECKED DATE - C—p 2 vraime V C.7G APPROVED � Govv . SE PST 10AVE 1 � t�ET p U 1 NOTES Np . � 1 SEE STANDARD PLAN 6-82 FOR STREET NAME SIGN DETAILS. 2. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE PIPE CAP O 0 MAINTAINED BY THE PROPERTY OWNERS 0 0 3 3 SQUARE METAL POST,SEE STANDARD PLAN 6-82. SQUARE METAL POST 0 0 4 "NO OUTLET"SIGNS SHALL HAVE AN ARROW SHOWING O O WHICH DIRECTION DOES NOT OUTLET O mw 0 LL O 0 Z = v, �, z-o 2'MIN.CLEARANCE FROM FACE SIDEWALK O 0 s OF CURB(10' MIN CLEARANCE FINISHED LD IF NO CURB) GRADE 0 m w x CEMENT CONCRETE 0 @D 0 e ° 0 0 / / 0 0 j 0 0 n 0 0 N / / /i \\ ° // NOTE'THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �OSEPt AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WAS/j 4, THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST a O CITY OF KENT \ rn Z ENGINEERING DEPARTMENT ttl KENT STREET NAME SIGN 12" -0 RF 21493 �Q �Q7 .,,,„,,.,,. INSTALLATION 0 STER GNAL �\VG\\ DRAWN 88 SCALE NONE DESIGNED OWH STANDARD PUN CHECKED DATE L+_p Z Qq� V 83 APPROVED KET[T U co LLL LLLJJJ UUU K u m PUBLIC STREET NAME SIGNS 0 0 �J Q PRIVATE STREET NAME SIGN MATERIALS: ABBREVIATIONS: GROUND-MOUNTED STREET NAME LETTERS AND NUMBERS SHALL BE STREET= ST REFLECTIVE WHITE,SERIES C AND THE HEIGHT GIVEN IN THE TABLE BELOW, AVENUE= AVE UNLESS OTHERWISE SHOWN ON THE PLANS PLACE= PL WAY= WAY OR WY BACKGROUND: BOULEVARD= BLVD GREEN, REFLECTIVE"VIP DIAMOND GRADE"(PUBLIC STREET). PARKWAY= PKWY BLUE, REFLECTIVE"VIP DIAMOND GRADE"(PRIVATE STREET). LANE = LN COURT= CT SIGN MATERIAL' DRIVE = DR 0 080 GAUGE ALUMINUM SIGN BLANK ROAD= RD CIRCLE = CIR NUMBERS AND LETTERS SERIES C ON MULTI-LANE ROADWAYS OF WHERE THE POSTED SPEED IS 35 MPH OR GREATER, 6" LETTERS AND NUMBERS ARE REQUIRED NOTE: ALL STREET NAME SIGNS SHALL HAVE THE SOSEPN NOTE'THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SAME LEGEND ON BOTH SIDES OF THE OF WAShy �q, AN ELECTRONIC DUPLICATE THE ORIGINAL,SIGNED BY THE SIGN BLANK �� ` c� �o ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT tiP Tel i Od THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST DIMENSIONS 3 CITY OF KENT (?� ENGINEERING DEPARTMENT SIGN A B C 10 ,P 21493 Q sTo B 9 6" �a�FS�cISTER�G\�F KE�NT SIRS GNSAME " GNAL E DESIGNED DWH SCAIF; NONE STANDARD PLAN DRAWN so MAST ARM 14" 18" 12" CHECKED DATE - 6—$4 APPROVED WSDOT STANDARD PLANS DRAINAGE STRUCTURES AND HYDRAULICS B-55.20-00 Pipe Zone Bedding and Backfill 112'h Watermain Improvements/Brock A - 2 June 19, 2013 Project Number 10-3025 O �g 9 m m m O $ O v� Om O Z 9G y E� $ o Fn zDs Zz g mm g m m p mWT mm O� ti NZj O Zmr ZD O NZ Oor On z mms0 Z mmR mm -10-0 JC mmT mWr mW m�0 �+, ZO moT m ZOmOT z0 mz0 0 r z0 m J J BOA z ' ILIA Ilr/ III/ III// n i, b o`�J cu III ° o('�aOJo 3 ono A o°D Oq�, oqo Y co C o0 O(� I 3 G�q�`�'D� O� � o m c m m O ""J OO° N A Z O ^m m D oC "' czi V °Oo D =�0. m G �n r Go of 5 ^000J o°o� o � C on0 ax o O�i HOC m a n o m o m oxoo W yi _I d 0 00o r c m 8 ro c° oc 0 o °Gc.o 0 O Z OD 00 m m PIPE ZONE PIPE ZONE me° ZO O 00 I m A PIPE ZONE 3 0 yn � 9D 9 m 3 m o m m A y om cm) o o r m n mrm Z<?D D= Ay m O-m I I zmRczi OZm n nAm ' T � p3 =C r � z m w mIa-.. o y r m w mco coinlo-N9, 0 0 0 0 o m °° O °'o i.i °-7rn a !A OOP, -!�, Ir m oo r mr zy v mwOr 1 '9 y � 0 Dm-- W Z N m 3 N 'AD; Z m 00 m m N w W w RIII 0 m W u - t3 m" a N D m n m m fn 41 en z m 3 � ,.� ° o w = on0 m o ,2 m m d m o m a a a eAl2 v a a C N m W RR � nn n W 00 O DO ]�c C 7 J Q� ° w W w Cl DD J n N N W N 1° J 6 05%RISE U. v w m euaZ 7 z v a 3 O, v W a m �OA6 <Vfq m PIPE ZONE n �" N A _0 � m — o m 7C rn m 71 W 8 1 1 v i m ° N f-Z '�FRR rV WIN GG OO MEVGMfS.vnGA9li0�fw a � 0 - wexxe�w ro TRAFFIC CONTROL PLANS 112`" Watermain Improvements/Brock A - 3 June 19, 2013 Project Number 10-3025 M I I OV3HV 3 3 )80M oYo DVOH I�p 2 t—OZM 3 dD1S O1 O3 CGW 38 £—OZM LEGEND YL—OZM SZ SIGN LOCATION aAo y m (TEMPORARY MOUNT) a c o z v 9 N N PROTECTIVE 0 o VEHICLE I a W DISTANCE ' ROAD E BETWEEN SIGNS o FLAGGER LOCATION A B I C a URBAN 200 FT 200 FT 200 FT . TEMPORARY TRAFFIC 25/30 MPH CONTROL DEVICE (CONES) URBAN STREETS RESIDENTIAL & 350 FT 350 FT 350 FT BUSINESS DISTRICTS 35/40 MPH / ROTECTIVE VEHICLE RURAL ROADS & w (SHOULD CONSIDER) a URBAN ARTERIALS 500 FT 500 FT 500 FT < 45/55 MPH o 3 GENERAL NO I ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCO AND CITY OF KENT SPECIFICATIONS SD' mn 2 PRIORITY PASSAGE THROUGH WORK AREA FOR D0' ma: EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL TIMES I SPOTTER AND OR SPOTTERS SHOULD BE CONSIDERED TO WARN/DIRECT DRIVEWAY A USERS W20-7A 4 PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK VEHICLE 5 DEVICES SHALL NOT ENCROACH INTO ADJACENT LANES 6 All SIGNS 48'x48' B/O UNLESS OTHERWISE B SPECIFIED 1WI20-4 7 CHANNEUZATION DEVICES ARE STANDARD ONE WE TRAFFIC CONES. ROAD 8 ALL SPACING MAY BE ADJUSTED TO AHEAD ACCOMMODATE AT GRADE INTERSECTIONS c AND/OR DRIVEWAYS 9 CONTRACTOR SHALL ALERT AFFECTED gW20-1 RESIDENTS AND BUSINESSES 7 DAYS IN W ADVANCE OF START OF WORK ON 112 AVE SE U)AND OR SE 236 PL UJI ACCORDING TO RCW 47362DO, ANY Q ROAD PROJECT WHERE THERE IS OR WILL N BE GROOVED PAVEMENT, ABRUPT LANE SE E%TREAT EDGES, STEEL PLATES, AND/OR WORKZONE HOURS IN AUII GRAVEL-EARTH SURFACED ROADWAYS, TRAVEL LANES SHALL DISPLAY TNIS SICK IN BOTH DIRECTIONS IN ACCORDANCE WTH THE BAM TO 4PM _ MUTCD AND STATE AMENDMENTS WEEKDAYS THIS 48*x48" SIGN SHALL BE CAUTION DISPLAYED AT A LOCATION ILA PLATE DETERMINED BY THE MUTCD AHEAD WHEN A LIVE LANE HAS A TRAFFIC CONTROL PLAN STEEL PLATE INSTALI ED TYPICAL N%moOo KENT FLAGGER CONTROL a.s.,..T.. CITY OF KENT SCALE NTS EXHIBIT ENGINEERING DEPARTMENT I DATE JUNE 2013 ACCORDING TO RCW 47.36200. ANY ROAD PROJECT WHERE THERE IS OR WILL THIS 48"x48"SIGN SHALL BE BE GROOVED PAVEMENT, ABRUPT LANE CAUTION DISPLAYED AT A LOCATION0T EDGES, STEEL PLATES, AND/OR TELL PLA DETERMINED BY THE MUTCD GRAVEL—EARTH SURFACED ROADWAYS, AHEAD *0 A UVE LANE HAS A T "�. VAUflSHALL DISPLAY THIS SIGN IN BOTH STEEL PLATE INSTALLED DIRECTIONS IN WITH THE MUTCD AND STATE AMENDMENTS 112 AVE SE CHANNELIZATION DEVICE I w rc SPACING (FEET) x WORK VEHICLE TAPER TANGENT 10 10 (OPTIONAL) DISTANCE • • ROAD TYPE BETWEEN SIGNS ARROW BOARD A B • ( (FLASHING CAUTION) URBAN • 25/30 MP 200 FT 200 FT RBAN STREETS a RESIDENTIAL & 35D FT 350 FT L BUSINESS DISTRICTS 35/40 MPH RURAL URBAN ARTERIALS 500 FT 50 FFT 45/55 MPH �,qq A W1L CEN B MINIMUM TAPER LENGTH =L (FEET) CLOSED OR WIE LANE WIDTH POSTED SPEED (MPH) NZ AHEAD CLOSED (FT) 25 130 135 40 45 10 105 150 205 270 450 I I ROAD 11 '15529055495 WORK 12 125180 24 AHED —1 GENERAL NOTES: 1 ALL SIGNS AND SPACING SHALL CONFORM I N TO THE MUTCD AND CITY OF KENT = SPECIFICATIONS. 2. PRIORITY PASSAGE THROUGH WORK AREA o LEGEND FOR EMERGENCY VEHICLES SHALL BE N Q SIGN LOCATION PROVIDED AT ALL TIMES (TEMPORARY MOUNT) 3. SPOTTER AND OR SPOTTERS SHOULD BE W CONSIDERED TO WARN/DIRECT DRIVEWAY I A— TEMPORARY TRAFFIC USERSCONTROL 4 PROTECTIVE VEHICLE RECOMMENDED—MAY BE A WORK VEHICLE © ARROW BOARD 5 DEVICES SHALL NOT ENCROACH INTO (FLASHING CAUTION) ADJACENT LANES 6 ALL SIGNS 48"x48" 6/0 UNLESS OTHERWISE SPECIFIED PROTECTIVE/WORK 7 CHANNEIUZATION DEVICES ARE VEHICLE STANDARD TRAFFIC DRUMS 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND/OR DRIVEWAYS. 9. CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES 7 BUSINESS a DAYS IN ADVANCE OF START OF WORK 10 CONTRACTOR SHALL ALERT METRO TRANSIT 5 BUSINESS DAYS IN ADVANCE OF WORK20NE IMPACTING EXISTING BUS STOPS ON SE zoo sr TRAFFIC CONTROL PLAN WORKZONE HOURS IN TYPICAL TRAVEL LANES • 8AM TO 4PM KENT TURN/CENTER LANE WEEKDAYS "'•°"'"°"°" CITY OF KENT SCALE NTS EXHIBIT ENGINEERING DEPARTMENT DATE JUNE 2013 2 ACCORDING TO RCW 47 36 200, ANY ROAD PROJECT WHERE THERE IS OR WILL BE GROOVED PAVEMENT, ABRUPT LANE * i �� THIS 48"x48° SIGN SHALL BE OTORCYCIf CAUTION DISPLAYED AT A LOCATION EDGES, STEEL PLATES, AND/OR USE EXTREM GRAVEL-EARTH SURFACED ROADWAYS, STEEL PLATES DETERMINED BY THE MUTCD AUT 0 SHALL DISPLAY THIS SIGN IN BOTH I AHEAD WHEN A LIVE LANE HAS A DIRECTIONS IN ACCORDANCE WITH THE STEEL PLATE INSTALLED. MUTCD AND STATE AMENDMENTS 112 AVE SE DISTANCE < ROAD TYPE BETWEEN SIGNS A B CURBAN a Y WORK VEHICLE 25/30 MPH 200 FT 200 FT 200 FT _9� Ul_ ) ,3 (OPTIONAL) STREETS ' • • • RESIDENTIAL & BUSINESS DISTRICTS 350 FT 350 FT 350 FT • s e 40 MPH ° • ° ARROW BOARD RURAL ROADS & (SEQUENTIAL CHEVRON) URBAN ARTERIALS 500 FT 500 FT 500 FT e 45/55 MPH ® T CHANNELIZATION DEVICE MINIMUM TAPER LENGTH =L (FEET) I ` ® L SPACING (FEET) TAPER TANGENT LANE WIDTH POSTED SPEED (MPH) e 20 20 (FT) 25 30 35 40 45 10 105 150 205 270 450 11 115 165 225 295 495 I ,� A 12 125 180 245 320 540 WORKZONE HOURS IN sz TRAVEL LANES W4-2L 8AM TO 4PM B WEEKDAYS GENERAL NOTES I I RIGHT LANE sz CLOSED 1 ALL SIGNS AND SPACING SHALL CONFORM AHEAD j TO THE MUTCD AND CITY OF KENT 4W20-1 W20-5R I SPECIFICATIONS 2. PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL TIMES KZ 3 CONTRACTOR SHALL ALERT METRO TRANSIT 5 BUSINESS DAYS IN ADVANCE OF WORKZONE IMPACTING EXISTING BUS STOPS LEGEND ON SE 240 ST F" SZ SIGN LOCATION 4. PROTECTIVE VEHICLE RECOMMENDED-MAY BE (TEMPORARY MOUNT) A WORK VEHICLE 5 DEVICES SHALL NOT ENCROACH INTO I ® I TEMPORARY TRAFFIC ADJACENT LANES N CONTROL DEVICE (DRUM) ALL SIGNS 48"08" B/O UNLESS OTHERWISE SPECIRCED Lu -aW ARROW BOARD 7. CHANNEUZATION DEVICES ARE (SEQUENTIAL CHEVRON) STANDARD TRAFFIC DRUMS I I 8 ALL SPACING MAY BE ADJUSTED TO PROTECTIVE/WORK ACCOMMODATE AT GRADE INTERSECTIONS VEHICLE AND/OR DRIVEWAYS ' 9. CONTRACTOR SHALL ALERT AFFECTED TRAFFIC CONTROL PLAN RESIDENTS AND BUSINESSES 7 BUSINESS DAYS IN ADVANCE OF START OF WORK ON �•►• TYPICAL SE SPOTTER sr \.o/ KENT RIGHT LANE CLOSURE 10 SPOTTER AND OR SPOTTERS SHOULD BE w......... CONSIDERED TO WARN/DIRECT DRIVEWAY CITY OF KENT SCALE NTS EXHIBIT USERS I ENGINEERING DEPARTMENT DATE JUNE 2013 TECHNICAL SPECIFICATIONS Section 16010 Electrical - Basic Requirements Section 16120 Conductors Section 16130 Conduits, Raceways, Boxes and Fittings Section 16135 Site Work Section 16140 Wiring Devices 112`^ Watermain Improvements/Brock A - 4 3une 19, 2013 Project Number 10-3025 SECTION 16010 ELECTRICAL — BASIC REQUIREMENTS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1 The work specified in this section covers the work necessary for furnishing and installing the basic electrical materials and electrical equipment required for this project as shown on the Drawings and as specified. Items not covered shall be suitable for their particular application. 2 Plans are diagrammatic and indicate general arrangements of systems and equipment, except when specifically dimensioned or detailed. The Intention of the plans Is to show size, capacity, approximated location, direction and general relationship of one work phase to another, but not exact detail or arrangement. 3 The Contractor shall examine all mechanical and civil drawings and Specifications to determine actual locations, sizes, materials, and ratings of all equipment provided by others. B. Related Technical Specifications Divisions Include, but are not necessarily limited to: 1 Division 16 2 Division 17 1.02 QUALITY ASSURANCE A. References: This section contains references to the following documents. They are part of this section as specified and modified. In case of conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail unless otherwise stated. 1. Provide all electrical work in accordance with latest adopted version of chapter 19.28 Electrical Laws and chapter 296-46B WAC Electrical Safety Standards, Administration and Installation. If any conflict occurs between government adopted code rules and these specifications, the codes are to govern. See Installation Information at the following website for a list of Washington State currently accredited electrical testing laboratories: http://www.Ini.wa.gov/TradesLicensing/Electrical/Install/defauIt.asp 2. National Electrical Code (NEC) 3. Underwriters' Laboratories, Inc. (UL) Electrical - Basic Requirements 16010-1 June 12, 2013 Project Number 10-3025 4 Canadian Standards Association - US (CSA-US) 5 Electrical Testing Laboratories (ETL) 1.03 DEFINITIONS A. For the purposes of furnishing and installing electrical materials and equipment the following definitions shall be used: 1 Dry Locations: All those indoor areas which do not fall within the definitions below for wet, damp, and which are not otherwise designated on the Plans. 2 Wet Locations: All locations exposed to the weather, whether under a roof or not, unless otherwise designated on the Plans. 3 Damp Locations: All spaces wholly or partially underground, within vaults, or having a wall or ceiling forming part of a channel or tank unless otherwise designated on the Plans. 4 Provide: Furnish and Install. 5 Contractor: The party who furnishes and installs all tools, materials, and equipment to complete the work shown and Implied in the drawings and these specifications. This Includes the Prime Contractor, the Electrical Contractor, and all other Contractors and Sub Contractors. 1.04 SUBMITTALS A. Shop Drawings: 1 Electrical submittals shall be submitted, bound in a three-ring binder, labeled with the project name and Contractor's name, and Project Managers name. An index sheet shall be provided showing each product being submitted. Submittals shall be provided with section tabs per the electrical specifications by section and paragraph or equipment. Each equipment submittal sheet shall be labeled with the equipment individual name and number. 2 Submittals shall include: a. Manufacturers name, address, and telephone number b. Trade name, catalog model or number, nameplate data and size. c. Layout dimensions, capacity, project specification and paragraph reference. d. Local manufacturers representative (if applicable) name, address and telephone number. 3 Submittals shall be largely complete prior to the first submittal. Long lead items may be submitted separately. Each item shall be clearly marked and provided with adequate sales and technical information to clearly show conformance with all aspects of the specification. Electrical - Basic Requirements 16010-2 June 12, 2013 Project Number 10-3025 Packages not provided as described above or largely Incomplete shall be returned to the Contractor, without review or comment. 4. The Contractor shall ensure that the material being proposed conforms to the contract requirements. In the event of an variance, the Contractor shall state specifically which portions vary and shall request variance in writing. 5. The Contractor shall certify that all furnished equipment is able to be Installed in the spaces allocated by stating on each Item: "This equipment can be Installed in the spaces allocated." 6 The Contractor shall provide shop drawings on 11" x 17" sheets (maximum), and shall be scaled using standard engineering or architectural scales. Wiring diagrams shall Identify circuit terminals, and Indicate the Internal wiring for each Item of equipment and the Interconnection between each Item of equipment. 7. The Engineer will review the original submittal and one re-submittal on each Item. Subsequent submittal reviews shall be conducted at the Contractor's expense. The Contractor shall be billed at the Engineer's current hourly rate of $150 per hour for these subsequent submittal reviews. S. Provide submittals of each Item specified in this division to engineer for approval in accordance with the submittals' sections of these specifications. 9. Submittal Information shall be provided to the Owner for all materials Including the following Items: a. Conduit and Fittings b. Outlet and Junction Boxes c. Wire and Cables d. Switches and Receptacles e. Light Fixtures f. Underground Marking Tape g. Grounding Equipment h. Other Electrical Components listed in this division and/or required by the Engineer. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Refer to individual Division 16 sections. B. Provide all components of a similar type by one manufacturer. 2.02 SOURCE QUALITY CONTROL Electrical - Basic Requirements 16010-3 June 12, 2013 Project Number 10-3025 A. Do not use equipment exceeding dimensions indicated or equipment or arrangements that reduce required clearances or exceed specified maximum dimensions unless approved by the Engineer and the authority having jurisdiction. B. Identification of Listed Products: 1 Electrical equipment and materials shall be UL listed for the purpose for which they are to be used, by an Independent testing laboratory. When a product is not available with a testing laboratory listing for the purpose for which it is to serve, the Inspection authority may require the product to undergo a special Inspection at the manufacturer's place of assembly. All costs and expenses Incurred for such Inspections shall be Included in the Contractors original contract price. 2.03 MATERIALS A. Use equipment, materials and wiring methods suitable for the types of locations in which they will be located, as defined in Definitions above. B. Equipment and materials shall be new and free from defects. All material and equipment of the same or a similar type shall be of the same Manufacturer throughout the work. Standard production materials shall be used wherever possible. C. Unless otherwise specified, electrical equipment and materials shall be painted by the Manufacturer. D. Where specified, galvanizing shall be hot dipped. 2.04 COMPONENTS A. Fasteners for securing equipment to walls, floors and the like shall be either hot-dip galvanized after fabrication or stainless steel. When fastening to masonry or concrete walls, floors, and the like, provide capsule anchors, not expansion shields. Size capsule anchors to meet load requirements. Adhesive shall be two-component vinyl urethane methacrylate or vinylester based adhesive and hardener. The two- components shall be stored in a dual chamber foil capsule or glass capsule. The anchor rod or insert shall have chamfered threaded end for ease of starting nut on one and 45 degree chisel or cut point on opposite end. Furnish nuts and washers to meet the requirements of the rod or insert. Provide embedment depth, edge distance, and anchor spacing in accordance with manufacturer's recommendations for allowable loads. Manufacturer: Hilti HVA Adhesive Anchor, Simpson Strong-Tie VGC Adhesive System, or equal. 2.05 ACCESORIES A. Wire Identification: 1 Identify each wire or cable at each termination and in each pull box using numbered and lettered wire markers. All electrically common conductors shall have the same number. Each electrically different Electrical - Basic Requirements 16010-4 June 12, 2013 Project Number 10-3025 conductor shall be uniquely numbered. Identify panelboard circuits using the panelboard Identification and circuit number. Identify each wire or cable in each pull or junction box with preprinted plastic sleeves having permanent markings. Conductors between terminals of different numbers shall have both terminal numbers shown at each conductor end. The terminal number closest to the end of the wire shall be the same as the terminal number. 2.06 FINISHES A. Refer to each electrical equipment section of these Specifications for painting requirements of equipment enclosures. PART 3 - EXECUTION 3.01 INSTALLATION A. Install all materials in accordance with electrical code, UL listing requirements and manufacturer's Instructions. B. Ensure that all equipment and materials fit properly in their Installations. Perform any required work to correct improperly fit Installations at no additional expense to the Owner. C. Provide the required inserts, bolts and anchors, and securely attach all equipment and materials to their supports. D. Cutting, Drilling and Welding: 1 Provide any cutting, drilling, and welding that is required for the electrical construction work. Structural members shall not be cut or drilled, except when favorably reviewed by the Engineer. Use a core drill wherever it is necessary to drill through concrete or masonry. Kor-N-Seal boots shall be used for below grade penetrations through vaults. F. Metal Panels: 1. Mount all metal panels, boxes, or light fixtures, which are mounted on, or abutting concrete walls or any outside walls '/a-inch from the wall, and paint the back side of the panels with a high build epoxy primer with the exception of stainless steel components. Film thickness shall be 10 mils minimum. G. Maintenance: 1 Install all equipment and junction boxes to permit easy access for normal maintenance. H. Equipment Protection: 1. Exercise care at all times after installation of equipment. 3.02 PERMITS AND FEES Electrical - Basic Requirements 16010-5 June 12, 2013 Project Number 10-3025 A. The Contractor shall coordinate and provide all permits, licenses, approvals, Inspections by the authority having jurisdiction and other arrangements for work on this project and all fees shall be paid for by the Contractor that have not been paid by Owner. The Contractor shall Include these fees in the bid price. 3.03 PROJECT CONDITIONS A. The Contractor shall keep all power shutdown periods to a minimum. Carry out shutdowns only after a shutdown schedule has been submitted and favorably reviewed by the Owner. 3.04 FIELD QUALITY CONTROL A. Minor Deviations: 1 The electrical plans are diagrammatic in nature and the location of devices, fixtures and equipment Is approximate unless dimensioned. On the basis of this, the right is reserved by the Owner to provide for minor adjustments and deviations from the apparent locations shown on the Plans without any extra cost. Deviations from the Plans and/or specifications required by code shall also be done, subsequent to the City's approval, without extra cost. 2. Plans indicate the general location and number of the electrical equipment items. When raceway, boxes, and ground connections are shown, they are shown diagrammatically only and indicate the general character and approximate location. Layout does not necessarily show the total number of raceways or boxes for the circuits required. Furnish, Install, and place In satisfactory condition all raceways, boxes, conductors and connections, and all of the materials required for the electrical systems shown or noted in the contract documents complete, fully operational, and fully tested upon the completion of the project. B. Record Plans: 1 The Contractor shall maintain a complete and accurate record set of Plans for the electrical construction work. Continually record actual electrical system(s) Installation on a set of prints kept readily available at the project during construction for this purpose alone. Accurately locate all raceways and circuit number of each equipment item. At the completion of the work, furnish a set of clean, neat, and accurate record plans which shows raceway type, routing, and conductors for every outlet and every circuit. 3.05 CLEANUP A. Cleaning Equipment: 1 Thoroughly clean all soiled surfaces of installed equipment and materials upon completion of the project. Clean out and vacuum all construction debris from the bottom of all equipment enclosures. B. Painting: Electrical - Basic Requirements 16010-6 June 12, 2013 Project Number 10-3025 1 Repaint any electrical equipment or materials scratched or marred in shipment or installation, using paint furnished by the equipment manufacturer. C. Cleanup: 1 Upon completion of the electrical work, remove all surplus materials, rubbish, and debris that accumulated during the construction work. Leave the entire area neat, clean and acceptable to the Engineer. END OF SECTION Electrical - Basic Requirements 16010-7 June 12, 2013 Project Number 10-3025 SECTION 16120 CONDUCTORS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Material and Installation requirements for all conductors and cables rated to 600 volts used for power, lighting, receptacle, signal, and control circuits. B. Related Technical Specification Divisions Include, but are not necessarily limited to: 1 Division 16 1.02 QUALITY ASSURANCE A. References: This section contains references to the following documents. They are part of this section as specified and modified. In case of conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail. 1 Provide all electrical work in accordance with latest adopted version of chapter 19.28 Electrical Laws and chapter 296-46B WAC Electrical Safety Standards, Administration and Installation. If any conflict occurs between government adopted code rules and these specifications, the codes are to govern. See Installation Information at the following website for a list of Washington State currently accredited electrical testing laboratories: http://www,Ini.wa.gov/TradesLicensing/Electrical/Install/defauIt.asp 2 National Electrical Code (NEC) 3 Underwriters' Laboratories, Inc. (UL) 4. Canadian Standards Association - US (CSA-US) 5 National Electrical Manufacturers Association (NEMA) 1.03 SUBMITTALS A. Shop Drawings: 1. Product Technical Data: a. Provide submittal data for all products specified in PART 2 of this Specification. PART 2 - PRODUCTS 2.01 GENERAL Electrical - Conductors 16120-1 June 12, 2013 Project Number 10-3025 A. All conductors shall be copper. Wire or cable not shown on the Plans or specified, but required, shall be of the type and size required for the application and in conformance with the applicable code. B. Lighting and receptacle circuit conductors are not Identified and shall be sized by the Contractor in accordance with the NEC. Number and types shall be as required for the particular equipment provided. 2.02 LOW VOLTAGE WIRE AND CABLE A. All conductors shall be stranded copper only. B. Stranded copper conductors shall be 600 volt Type THHWN, Class B stranding, sizes #12 AWG for conductors in a dry location. C. Conductors in a wet, damp or corrosive location shall be 600 volt Type XHHW, Class B stranding. D. Luminaire conductors shall be 600 volt, silicone rubber Insulated, 2000 C, UL Type SF-2, with stranded copper conductors. E. Splices: 1. For Lighting Systems and Power Outlets: a. Wire nuts shall be twist-on type Insulated connectors utilizing an outer insulating cover and a means for connecting and holding the conductors firmly. 2 All Equipment: a. Crimp type connectors shall be nylon insulated type, suitable for the size and material of the wires and the number of wires to be spliced and for use with either solid or stranded conductors, for conductors sizes 18 thru 12 AWG. b. Epoxy splice kits shall include epoxy resin, hardener, mold, and shall be suitable for use in wet and hazardous locations. F. Provide the following conductors for the following applications: 1. Fixture Wire: a. For connections to all fixtures in which the temperature may exceed the rating of branch circuit conductors. G. Color Coding: 1 Provide color coding for all circuit conductors. Insulation color shall be white for neutrals and green for equipment grounding conductors. An isolated ground conductor shall be identified with an orange tracer in the green body. Ungrounded conductor colors shall be as follows: a. 120/240 Volt, 1 Phase: Red and black. 2.03 SIGNAL CABLE A. Special Cables: Electrical -Conductors 16120-2 June 12, 2013 Project Number 10-3025 I Special cables such as Siemens Fast Connect Profibus DP cable shall be supplied where shown on the Plans, stated in the specifications, or as required by the manufacturer or supplier. 2. Twisted Shielded Pairs (TSP) shall be UL listed Type PLTC cable with two #16 AWG copper conductors, 2-Inch or shorter lay, and 100% foil shield. Insulation shall be rated 600 volts. Provide Alpha 5616131601, equivalent Dekoron, or equal. PART 3 — EXECUTION 3.01 LOW VOLTAGE WIRE AND CABLE INSTALLATION A. Conductors installed outside of a building shall be stranded copper 600 Volt Type XHHW. B. Conductor Splices: 1 Splices: Install all conductors without splices unless necessary as determined by the Engineer. Splices when permitted and terminations shall be in accordance with the splice or termination kit manufacturer's instructions. 2 Watertight Splices: Splices in concrete pullboxes or below grade, for any type of cable or wire, shall be watertight. Make splices in low voltage cables using epoxy resin splicing kits rated for application up to 600 volts. C. Conductor Identification: 1. Identify each wire or cable at each termination and in each pullbox, junction box, handhole, and manhole using numbered and lettered wire markers. All electrically common conductors shall have the same number. Each electrically different conductor shall be uniquely numbered. 2. Conductors between terminals of different numbers shall have both terminal numbers shown at each conductor end. The terminal number closest to the end of the wire shall be the same as the terminal number. 3.02 SIGNAL CABLE INSTALLATION A. Cables shall be continuous from initiation to termination without splices except where specifically indicated. No splicing is acceptable. B. Install instrumentation cables in separate raceway systems with voltages not to exceed 30 volts DC except where shown on the plans. END OF SECTION Electrical - Conductors 16120-3 June 12, 2013 Project Number 10-3025 SECTION 16130 CONDUITS, RACEWAYS, BOXES, AND FITTINGS PART 1 — GENERAL 1.01 SUMMARY A. Section Includes: 1. Material and installation requirements for all conduits, conduit fittings, conduit supports, wireways, outlet boxes, pull and junction boxes. 2. Raceways shall be provided for power, control, instrumentation, grounding, lighting, receptacles, and signaling systems. Raceways consist of conduits, tubing, and wireway. For the purpose of this specification, conduit and tubing is collectively described as conduit. B. Related Technical Specification Divisions include, but are not necessarily limited to: 1 Division 16 1.02 QUALITY ASSURANCE A. References: This section contains references to the following documents. They are part of this section as specified and modified. In case of conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail. 1 Provide all electrical work in accordance with latest adopted version of chapter 19.28 Electrical Laws and chapter 296-46B WAC Electrical Safety Standards, Administration and Installation. If any conflict occurs between government adopted code rules and these specifications, the codes are to govern. See Installation Information at the following website for a list of Washington State currently accredited electrical testing laboratories: http://www.Ini.wa.gov/TradesLicensing/Electrical/Install/defauIt.asp 2. National Electrical Code (NEC) 3. Underwriters' Laboratories, Inc. (UL) 4 Canadian Standards Association — US (CSA-US) 5. National Electrical Manufacturers Association (NEMA) 6. Electrical Testing Laboratories (ETL) 1.03 SUBMITTALS A. Shop Drawings: 1. Product Technical Data: Conduits, Raceways, Boxes, and Fittings 16130-1 June 12, 2013 Project Number 10-3025 a. Provide submittal data for all products specified in PART 2 of this Specification. PART 2 — PRODUCTS 2.01 GENERAL A. All materials shall be new, free from defects, of current manufacturer, of quality specified or shown. Each type of material shall be of the same manufacturer throughout the work. B. Conduit sizes not noted on Plans shall be in accordance with N.E.C. requirements for the quantities and sizes of wire installed therein. 2.02 CONDUIT AND FITTINGS A. Nonmetallic Conduit: 1. Nonmetallic Conduit shall be rigid PVC, Schedule 40 or 80. PVC conduit installed above grade shall be Schedule 80 extra heavy wall 90 degree C. UL listed for aboveground use and UV resistant. Conduit shall be gray in color. Fittings shall be of the same material as the raceway and installed with solvent per the Manufacturer's instructions. Conduit, fittings and solvent shall all be manufactured by the same Manufacturer. B. Galvanized Rigid Steel (GRS): 1. Rigid conduit and fittings shall be steel, hot dipped galvanized inside and out. The GRS must meet USA Standards Institute C80-1 Underwriters Laboratories Standard UL6, and carry a UL label. Use cast threaded hub fittings and junction boxes for all rigid conduit except in locations not permitted by the N.E.C. C. PVC Coated Rigid Steel: 1. PVC coated conduit and fittings shall meet the GRS standard above plus have a 40 mil PVC factory applied PVC coating and ETL listing. D. Flexible Metal Conduit: 1. Flexible conduit shall be interlocking single strip, hot dipped galvanized and shall have a polyvinyl chloride jacket extruded over the outside to form a flexible watertight raceway. Flexible conduit shall be American Brass Company Sealtite Type VA, General Electrical Type UA, or equal. 2.03 CONDUIT AND CABLE SUPPORTS A. Conduit Supports: 1 Hot dipped galvanized framing channel shall be used to support groups of conduit. Individual conduit supports shall be one-hole galvanized malleable iron pipe straps used with galvanized clamp backs and nesting backs where required. Conduit support for PVC or PVC coated Conduits, Raceways, Boxes, and Fittings 16130-2 June 12, 2013 Protect Number 10-3025 rigid steel shall be one hole PVC or epoxy coated clamps or PVC conduit wall hangers. 2.04 CONDUIT SEALANTS A. Moisture Barrier Types: 1. Sealant shall be a non-toxic, non-shrink, non-hardening, putty type hand applied material providing an effective barrier under submerged conditions. 2.05 OUTLET AND JUNCTION BOXES A. Outlet and switch boxes shall be designed for mounting flush wiring devices. B. Outlet boxes shall not be less than 4" square and 1 1/2" deep unless noted otherwise on the drawings. Ceiling boxes shall withstand a vertical force of 200 pounds for 5 minutes. Wall boxes shall withstand a vertical downward force of 50 pounds for 5 minutes. C. Use cast boxes with threaded hubs for all rigid and intermediate conduits. Steel boxes may be used with rigid and intermediate conduits where cast boxes are not allowed by the N.E.C. All boxes shall be of proper size to accommodate devices, connectors, and number of wires present in the box. Boxes shall be readily accessible. D. Cast box bodies and cover shall be cast or malleable iron with a minimum wall thickness of 1/8" at every point, and not less than 1/4" at tapped holes for rigid conduit. Bosses are not acceptable. Mounting lugs shall be provided at the back or bottom corners of the body. Covers shall be secured to the box body with No. 6 or larger brass or bronze flathead screws. Boxes shall be provided with neoprene cover gaskets. Outlet boxes shall be of the FS types. Boxes shall conform to FS W-C-586C and UL 514. E. Non-metallic boxes shall be hot-compressed fiberglass, one-piece, molded with reinforcing of polyester material, with a minimum wall thickness of 1/8" unless noted otherwise on the drawings. Box shall be supported and secured so that the enclosure is watertight and maintains the panel NEMA rating and UL listing. Secure boxes to the generator shelter column per section 16010. 2.06 CONCRETE JUNTION BOXES A. Concrete junction boxes shall be B1324 with steel checker cover B1324- 513H by Oldcastle Precast. PART 3 — EXECUTION 3.01 INSTALLATION A. Spare conduits shall contain one 3/16 inch diameter nylon pull rope. B. PVC Coated GRS conduit shall be used in all locations unless noted otherwise on the drawings. Conduits, Raceways, Boxes, and Fittings 16130-3 June 12, 2013 Project Number 10-3025 C. Conduit routing is shown diagrammatic on the Plans. Contractor is responsible for routing the conduits in a neat manner, parallel and perpendicular to walls and ceilings. D. Securely fasten raceways at intervals and locations required by N.E.C., or the type raceway employed. E. Properly ground each metallic box, cover, lid, hatch, conduit, etc., in compliance with the N.E.C. F. Location of conduit ends are shown approximately. Contractor is responsible for ending conduits in location that will not conflict with electrical equipment. Route conduit ends to facilitate ease of equipment maintenance. Conduits extending from the floor to a device shall be located as close as possible to avoid creating a hazard. G. Plastic conduit spacers shall be used for all conduit trenches with more than one conduit. They shall be located every 5 feet on center. The spacers shall be secured to the conduits by wire ties. The conduits shall be watertight. H. 90 degree sweeps shall be installed on all conduit ends at junction boxes. I. Plastic raceway joints shall be solvent cemented in accordance with recommendations of raceway manufacturer. J. Lighting fixtures may use a maximum of 18 inches of flexible metal conduit. K. Avoid cutting openings, where possible, by setting sleeves or frames, and by requesting openings in advance. L. Install junction boxes for underground raceways true to line and grade. Provide a compacted foundation of fine sand or 5/8" minus crushed rock for the bearing surface edges of the junction boxes. When more than one junction box is placed in a grouping, they shall all be installed to the same grade and alignment. END OF SECTION Conduits, Raceways, Boxes, and Fittings 16130-4 June 12, 2013 Project Number 10-3025 SECTION 16135 SITE WORK PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1 Installation requirements for underground conduits. 2. Material requirements for underground marking tape. B. Related Technical Specification Divisions include, but are not necessarily limited to: 1 Division 16 1.02 QUALITY ASSURANCE A. References: This section contains references to the following documents. They are part of this section as specified and modified. In case of conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail. 1. Provide all electrical work in accordance with latest adopted version of chapter 19.28 Electrical Laws and chapter 296-46B WAC Electrical Safety Standards, Administration and Installation. If any conflict occurs between government adopted code rules and these specifications, the codes are to govern. See Installation Information at the following website for a list of Washington State currently accredited electrical testing laboratories: http://www.Ini.wa.gov/TradesLicensing/Electrical/Install/defauIt.asp 2. National Electrical Code (NEC) 3. Underwriters' Laboratories, Inc. (UL) 4. Canadian Standards Association - US (CSA-US) 5 Electrical Testing Laboratories (ETL) 1.03 SUBMITTALS A. Shop Drawings: 1 Product Technical Data: a. Provide submittal data for all products specified in PART 2 of this Specification. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Underground Marking Tape: Site Work 16135-1 June 12, 2013 Project Number• 10-3025 1 Brady "Detectable Identoline - Buried Underground Tape"; 2 Or Equal 2.02 UNDERGROUND MARKING TAPE (DETECTABLE TYPE) A. Underground marking tape shall be for location and early warning protection of buried power and communication lines. Tape shall be detectable by a pipe/cable locator or metal detector from above the undisturbed ground. Tape shall be nominally 2 inches wide with a type B721 aluminum foil core laminated between two layers of 5 mil thickness polyester plastic. The plastic color shall be red for electrical lines and orange for telephone lines. PART 3 - EXECUTION 3.01 CONSTRUCTION A. Provide all excavation, trenching, backfill and surface restoration required for the electrical work. B. Trenching shall be to depths as required by Code or as shown on the Plans. Trench width and length as required by the installation or as shown. Trench bottom shall be free of debris and graded smooth. Over excavate trench bottom 3 inches and fill with 3 inches of sand. Cover conduits with 3 inches of sand. Separation between new electrical utilities and other utilities shall be 1 foot 0 inches minimum. Perform crossing of concrete or asphalt only after surface material has been saw cut to required width and removed. END OF SECTION Site Work 16135-2 June 12, 2013 Project Number: 10-3025 SECTION 16140 WIRING DEVICES PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Material and installation requirements for all receptacles, switches, and other wiring devices indicated on the Drawings. A. Related Technical Specification Divisions include, but are not necessarily limited to: 1. Division 16 1.02 QUALITY ASSURANCE A. References: This section contains references to the following documents. They are part of this section as specified and modified. In case of conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail. 1 Provide all electrical work in accordance with latest adopted version of chapter 19.28 Electrical Laws and chapter 296-46B WAC Electrical Safety Standards, Administration and Installation. If any conflict occurs between government adopted code rules and these specifications, the codes are to govern. See Installation Information at the following website for a list of Washington State currently accredited electrical testing laboratories: http://www.Ini.wa.gov/TradesLicensing/Electrical/Install/default.asp 2. National Electrical Code (NEC) 3. Underwriters' Laboratories, Inc. (UL) 4. Canadian Standards Association - US (CSA-US) 5 National Electrical Manufacturers Association (NEMA) 1.03 SUBMITTALS A. Shop Drawings: 1 Product Technical Data: a. Provide submittal data for all products specified in PART 2 of this Specification. PART 2 - PRODUCTS 2.01 GENERAL A. Wiring devices shall be UL approved for the current and voltage specified and shall comply with NEMA WD-1. Devices shall contain provisions for Wiring Devices 16140-1 June 12, 2013 Project Number 10-3025 back wiring and side wiring with captively held binding screws. Devices shall be brown except those located in finished areas shall be ivory. 2.02 RECEPTACLES A. GFI Receptacles: 1. Device shall be rated 20 amp, 2-pole, 3-wire, 120 volt, conforming to NEMA WD1.10 configuration. Device shall have a test and reset push buttons. GFI device shall be Hubbell 5362 or equal. 2.03 LINE VOLTAGE SWITCHES A. Line Voltage Types: 1 Switches shall be rated 20 amps at 120 or 277 volts AC only. Units shall be flush mounted, self-grounding, quiet operating toggle devices. Handle color shall be brown in industrial areas and white or ivory in office or laboratory areas. Units shall conform to Federal Specifications W-S-896 D and E, UL 20, and NEMA WD1 standards. Line Voltage Switches shall be Leviton, 1201 LHI, or equal. 2.04 PLATES A. Plates shall be of the style and color to match the wiring devices, and of the required number of gangs. Plates shall conform to NEMA WD1, UL 514, and ANSI C73. PART 3 — EXECUTION 3.01 RECEPTACLE INSTALLATION A. Position of Outlets: 1. Device outlets shall be set plumb and shall extend flush to the finished surface of the wall, ceiling or floor without projecting beyond the same. B. Unless otherwise noted or shown on the Drawings, wall mounted outlet devices shall generally be 24-inches above the floor. 3.02 LINE VOLTAGE SWITCH INSTALLATION A. Wall mounted switches shall be installed in location directed by the Engineer. 3.03 PLATE INSTALLATION A. Install plates with gaskets on wiring devices in such a manner as to provide a rain tight weatherproof installation. Cover type shall match box type. END OF SECTION Wiring Devices 16140-2 June 12, 2013 Project Number 10-3025 MAGNETIC FLOW METER SUPPLEMENTAL SPECIFICATIONS 112" Watermain Improvements/Brock A - 5 June 19, 2013 Project Number, 10-3025 SECTION 17120 MAGNETIC FLOW METER PART 1 - GENERAL 1.01 SECTION INCLUDES A. Furnish and install magnetic flow meter and all appurtenant work suitable for potable water, at ambient temperatures, complete and operable, and capable of continuous operation. 1.02 SUBMITTALS A. Shop drawings to be submitted in this Section shall be made in one package. B. Shop Drawings 1 Shop drawings shall include for each type of instrument supply voltage and frequency, electrical load, accuracy, description of operation, operating instructions, and calibration procedure 2. Furnish shop drawings for each item of mechanical equipment presenting sufficient data to determine compliance to these Specifications. Submit completed ISA S20 forms for each device and physical dimensions Submit manufacturer's recommended upstream and downstream straight piping lengths, recommended location of any pressure taps, and estimates of pressure losses through the device C. Installation Method- The proposed method of mounting sensors and instruments shall accompany all shop drawings D. Parts List Submit a Parts List with current net prices and a list of recommended spares E. Factory Testing and Calibration All meters shall be factory tested Perform a factory test and/or certification of calibration from an independent test laboratory Calibration shall comply with OIML R49 Type P standards Calibration curves based on factory testing shall be provided for the Engineer's review Furnish calibration curves in units of output versus measured flow (in gpm). F. Manuals- Furnish manufacturer's installation, lubrication, operation and maintenance manuals, and spare parts lists G Affidavits Furnish affidavits from the manufacturer stating that the meter has been properly installed and tested and is ready for full time operation. 1.03 QUALITY ASSURANCE A. Manufacturer. The flow measurement device furnished shall be manufactured by firms regularly and currently engaged in the design and manufacture of similar equipment. All equipment furnished shall be new and of current design B. Maintainability: All equipment shall be designed for ease of maintenance and repair, and access to critical parts shall not require a major disassembly Internal field 17120 - 1 Flow Measurement adjustments where permitted or required herein shall be easily accessible upon removal of a panel or cover C Materials and installation Materials and installation shall comply with the requirements of the current editions of referenced electrical codes and standards, and the codes and standards referred to shall be used for establishing the minimum quality of the materials and equipment supplied and installed All equipment of the same type shall be products of the same manufacturer Capacities of all equipment shall not be less than that indicated on the Drawings or as specified 1.04 SIESMIC PROTECTION A. Seismic restraint for metering devices, which are integral with piping, shall be as specified for the piping system in which they are installed. 1 05- INDICATING UNITS A. Language English B Provide flow indicated in GPM and MGD for both forward and reverse flows. Do not use indicators that read 0 to 100 percent, 4-20mA, etc PART 2 - PRODUCTS 2.01 MAGNETIC FLOWMETER A. General: Magnetic meter shall utilize the principle of electromagnetic induction to produce an output proportional to the rate of fluid flow. A set of pulsed DC, electrically powered cods shall generate a magnetic field, which in turn induces a voltage in the flowing fluid, which is sensed by a pair of electrodes in contact with the fluid 1. Service Potable water 2. Protect coils from contact with the fluid. The electrodes shall be made of Type 316 stainless steel The meters shall be housed in an IP68, NEMA 6P enclosure The metering tube shall be lined with hard rubber Meters shall be resistant to electrode coating The probe sensor shall be designed to be inserted in water pipes and shall not be affected by solids, air bubbles, oil or coating The probe sensor wetted parts shall be of Type 316 stainless steel. 3. The meter shall be designed to operate from a 120 Vac, 60 Hz, single phase power supply A 10 percent variation in power line voltage or frequency shall not affect the meter output accuracy in excess of 1 percent of full scale. 4 Provide magnetic flow meter suitable for fluids with conductivities as low as 5 0 micromho/cm 5. Accuracy Accuracy shall be +/- 0 5 percent or rate to meet OMIL 49 Class 2 accuracy requirements 6. Repeatability +/- 0 06=5 percent. 7 Calibration Comply with OMIL R49 Type P standards 8 Magnetic flow meter shall be equipped with a signal converter to transmit an analog 4-20 mADC signal proportional to flow rate in either direction. Output span and zero shall be manually adjustable Provide span adjustment capable of producing 100 percent analog output at flow rates that are 30 percent of maximum Signal shall be linear with flow within the accuracy specified The converter shall be an IFC 300 converter that is integrally mounted within the meter housing 17120 - 2 Flow Measurement 9. The signal converter shall have the capability of reading both forward and reverse flows The signal converter must be able to send one 4-20 mA output based on flow (forward or backward, min to max both on one positive 4-20 mA) The signal converter must also include a bit Indicating polarity that distinguishes forward flow from reverse flow 10 Provide factory potted cable from the meter to the readout. 11. Provide NAMUR NE107 compliant diagnostics 12 Operating flow range -5,000 gpm to +5,000 gpm. B. The magnetic flow meter shall have ASME Class 150 flanged end connections Field coils shall be either completely encapsulated in the meter lining material or a protective shield shall be provided suitable for withstanding the scouring velocities of the process fluid at the maximum flow rates C. Grounding Provide a grounding circuit for each magnetic meter Furnish and install grounding rings. D Manufacturer Meter shall be compact Optiflux 2000 and signal converter shall be IFC 300, both by Krohne, no equal PART 3 - EXECUTION 3.01 INSTALLATION A Provide installation, testing, calibration, verification, and startup instructions. 3 02 FIELD TESTING A. Provide in-situ verification of the flow meter. Provide verification equipment and software and train Owner's personnel in it use PART 4— PAYMENT 4.01 PAYMENT The unit contract price per each Magnetic Flow Meter, 121nch shall constitute full payment for all labor, material and equipment to furnish and install the flow meter and signal converter END OF SECTION 17120 - 3 Flow Measurement PRECAST CONCRETE UTILITY VAULT SUPPLEMENTAL SPECIFICATIONS 112" Watermain Improvements/Brock R - 6 June 19, 2013 Project Number 10-3025 Section 02085 PRECAST CONCRETE UTILITY VAULT PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Precast reinforced concrete box structures for utility service, complete with openings, inserts, ladder rungs (where specifically called for), hardware and sumps. 2. Hatches. 1.02 REFERENCES A. American Society Testing and Materials (ASTM), Standard Specifications: 1. A36 Structural Steel 2. A48 Gray Iron Castings 3. C150 Portland Cement 4. C857 Minimum Structural Design Loading for Underground Precast Concrete Utility Structures S. C858 Underground Precast Concrete Utility Structures 6. C891 Installation of Underground Precast Concrete Utility Structures B. American Association of State Highway and Transportation Officials (AASHTO). Standard Specifications for Highway Bridges. C. Federal Specification: SS-S-210: Sealing Compound, Preformed Plastic, for Expansion Joints and Pipe Joints. 1.03 SUBMITTALS A. Product Data: 1. Descriptive details of the manufacturer's proposed standard products, including: a. Precast sections. b. Steps, ladder rungs and other hardware. C. Minimum concrete 28-day compressive strength. d. Cement certification. e. Hatches. 2. Shop drawings, including: a. Design criteria. b. Reinforcing steel location and concrete cover. 02085 - 1 C. Layout of all inserts, attachments, openings, and sumps. Indicate sump size. d. Location and type of joints. 1.04 QUALITY ASSURANCE A. Provide products of a manufacturer who has been regularly engaged in the design and manufacture of the product. B. Demonstrate to the satisfaction of the Engineer that the quality is equal to the product made by those manufacturers specifically named herein, if an alternate product manufacturer is proposed. 1.05 SPECIAL GUARANTEE A. Furnish a written guarantee effective for a period of 2 years, after final acceptance of the project that guarantees hatches and vaults will not leak and will be free of defects in materials and workmanship. PART 2 PRODUCTS 2.01 DESIGN CRITERIA A. General: ASTM C857, C858, and also: 1. Structure live load: AASHTO Loading Class HS 20-44. 2. Backfill material: Structural backfill 3. Buoyancy: Design structure for groundwater up to 3 feet below grade. 2.02 PRECAST SECTIONS A. General: 1. Cement. ASTM C150, Type II, low alkali. 2. Roof slab openings: Size to support the manhole cover frame and hatch covers. 3. Lifting eyes: Provide for each section. B. Manufacturer: Oldcastle Pre-cast, no equal. 2.03 SEALANT GASKETS A. Type: Preformed, continuous rope form plastic material, protected by removable two-piece wrapper. B. Sealing Compound: Reinforced hydrocarbon resins blended with plasticizing compounds and reinforced with inert mineral filler. No solvents, irritating fumes or obnoxious odors. 02085 - 2 C. Adhesive and Cohesive Strength: Not dependent on oxidizing, evaporating, or chemical action. D. Conform to Federal Specification SS-S-210. E. Provide: QUIKSEAL, as supplied by Associated Concrete Products, Santa Ana, CA; RAM-NEK as manufactured by K. T. Snyder Company, Inc., Houston, TX,; or equal. F. Vault penetrations shall be done with Kor-N-Seal boots or approved equal. 2.04 HATCH FRAMES AND COVERS A. Single Leaf: Bilco Model "J", L. W. Hatch Model "S"; or equal. B. Double Leaf: Bilco Model "JD"; L. W. Hatch Model "D"; or equal. C. Door leaves. 1/4-inch thick aluminum, diamond pattern, reinforced to withstand an AASHTO H2O loading. D. Frame. 1/4-inch thick aluminum channel with anchor flange around perimeter. Provide channel to collect and drain water and provide 11/2-inch (38mm) drainage coupling for connection to drain lines. Provide neoprene gasket to seal the door. E. Doors. Equip with heavy forged stainless steel hinges, stainless steel pins, compression spring lifting mechanism, and an automatic hold- open arm with a positive automatic latch that will secure the door in the open position until the release handle is activated. Provide snaplock with removable handle. Provide aluminum recessed hasp to each door and frame suitable for City of Kent padlock. Spring operators are required at both corners of the hinged side. F. Provide stainless steel hold-open pin through holes in hold-open arms to ensure against accidental hatch closure. Attach pin to hatch with a short stainless steel chain to prevent loss. Provide decal on inside to hatch reading "Caution - Insert Pin in Holes in Hold-Open Arms to Hold Door Open." G. Safety Chain: Provide a stainless steel safety chain between double leaf doors at opposite end from latch. H. All Hardware. 316 stainless steel. I. Finish. Mill finish aluminum with bituminous coating applied to the exterior portion of the frame that will be concealed after installation. 02085 - 3 All surfaces in contact with concrete shall be coated with a minimum 10 mil dry film thickness holiday-free coating of Kop-Coat Bitumastic 50 or equal. Cover the coated surface with a 10 mil thick pressure sensitive tape to protect it from damage during installation. ]. Warning sign. Provide a sign permanently attached to the underside of hatch doors reading "Danger, Confined Space". 2.05 LADDER SAFETY POST A. Provide two ladder safety posts for all access doors that have ladders. B. Fabricate ladder safety post from aluminum with mill finish. Telescoping tubular section shall extend 42 inches vertically and automatically lock when fully extended. Up and down movement shall be controlled by a stainless steel spring balancing mechanism. Release lever shall unlock post and allow it to be lowered. C. Safety post shall support a 300-pound horizontal load. D. Provide stainless steel fasteners suitable for securing to the ladder rungs. E. Provide Bilco Ladder Up Safety Post or equal. 2.06 LADDER RUNGS A. Material: Ladders shall be galvanized steel with slip resistant pattern on rungs. B. Conform to WISHA requirements. 2.07 SOURCE QUALITY CONTROL A. Precast Sections: 1. Verify concrete compressive strength test results are satisfactory for the sections supplied. 2. State the curing method. Identify the start and end dates for the sections supplied. B. Frames and Covers: 1. Verify cast test bar tensile strengths are satisfactory. 02085 - 4 PART 3 EXECUTION 3.01 INSTALLATION A. General: ASTM C891 and also: 1. Compact subgrade to 95% relative density for 6-inch minimum depth. 2. Provide a 12-inch gravel layer under the base slab and compact to 95% relative density prior to placement. 3. Apply primer to joint surfaces in accordance with manufacturer's instructions. Make all joints watertight with sealant gaskets. Make all penetrations watertight. Contractor is responsible for providing watertight vault. 4. Backfill around the tank with Structural Backfill material. Compact the backfill material to 95% of relative density from the base up to final finish grade, over an area defined as being within a distance of 4 feet from the exterior walls of the vault. 5. Install "Confined Space" warning sign. 6. Install ladder safety posts in conformance with the manufacturer's instructions. B. All penetrations shall be done by core drilling. 3.02 FIELD QUALITY CONTROL A. Verify all precast sections are continuously sealed with gaskets. B. Verify all hatches fit quietly in the frames. PART 4 PAYMENT 4.01 PAYMENT The contract unit price per each of the "Precast Concrete Utility Vault" shall constitute complete compensation for all labor, material, supplies, equipment and shipping necessary to install in place as called out in the plans and these specifications. The vault shall be an Old Castle Precast Utility Vault Model No. 814-8-LA. The bid item shall include all anchors, bolts, collars, adaptors, grout and all other items necessary to install the Precast Concrete Utility Vault. END OF SECTION 02085 - 5 MISCELLANEOUS SPECIFICATIONS Flanged Check Valve Series 35 Flanged Check Valve Series 35-1 Globe Style Check Valve Permeable Concrete Pavers 112`^ Watermain Improvements/Brock A - 7 June 19, 2013 Project Number, 10-3025 Tidef tCxli_, Technical Data T e c h n o l o g i e s Series 35 Flanged Check Valve Materials of Construction • Pure Gum Rubber,Neoprene,Chlorobutyl, Buna-N,Polyurethane Hypalon,Yton, EPOM,Food Grade • Galvanized Steel,Stainless Steel The Tideflex"Technologies Series 35 Check Valve is manufac- tured identically to the TidefleeCheck Valve,with the addition of an integral elastomer flange as part of the valve The standard flange size drilling conforms to ANSI B16 5 and ANSI B 16 47, Class 150 standards All other domestic and international stan- dards,as well as customer specified flimge dimensions,are avail- able. The Senes 35 Check Valve is furnished complete with 3/8" thick steel back-up rings for installation In some applications and installations, a slip-over pipe Check k Valve is not feasible because of an existing flange un the piping system or in existing flange cemented m the outfall piping sus- } O DO tent vault In these cases, the Series 35 Check Valve is the solu- A gtion. O The Tideflex®Technologies Series 35 Check Valve is simple in y� design,with only one part -the all-rubber duck bill check sleeve C There are no seats or interference fits to cor- rode or freeze ,alve operation, making the DIMENSIONS SERIES 35 Series 35 virtually maintenance free The Series 35 seals completely around solids, making it ideal for fly ash, raw sewage, sludge, line, mining slurries,and many 1n 3-u2 1/2' uz z-u2 1-1/4 3l4 3-71A' 3/4' I/2" 3 1-1/2 other abrasive and corrosive slurries 1" a1ro I" 1/z 3" 1-1/2" t-1/4" 4-5IA" 1-1/4 1/2" 5-3/4" 2-3/4 1-1/2 1/2 5-3/4 3-5/8 2 6" 2' 1/2" 5-3/4 3-5/8 2-112" 7" 2-112" V2" 7-112" 4-518" 3" 7-1/2" 3" 3/4" 9' 5-3/8" 4" 9" 4" 314" 12" 7" 5" 10" 5" 314" 15-1/4" 8-7/8" 6" II" 6" 1" 15-5/8 10-38 8 13-1/2" 8 1" 16-1/2 13 10" 16" IU" 1" 21-112 16-7/8" 12" 19" 12" 1" 26-1/2" 20-1/8" 14" 21 14" 1" 25-3/8 21-12" 16" 23-112 15-114" 1" 27-1/2 22-V4" 18" 25 17-1/2' 1-1/2' 30" 26-3/4" 20" 27-1/2" 19-1/4" 1-112" 32-3/8" 32-112" 22" 29-1/2" 21-1/4" 1-112" 35-1/2" 32-1/2 24" 32" 24" 1-1/2' 40-1/2" 37" 30 38-3/4 29-1/2" 1-1/2 43 49-1/2 32 41-3/4 32" 1-1/2 51-3/8" 46 36 46" 35-1/4" 1-1/2" 54" 58 42 53 42" 2' 60-1/4" 72-1/2' 48 4 9' 77-111 60" 73" 60' 2" 72" 96-3/4" 72" 86.1/2 72" 2" 95' 12 84" 99-3/4" 84" 2" 92" 1104/2" Tideflex Technologies 700 N. Bell Ave., Carnegie, PA 15106 USA • 412.279-0044 Fax 412-279-7878 • www.tideflex.com 1110- Eccentric flat bottom design Po- Integral, all-rubber flange Os- Lightweight,all-elastomer design Oo--Shorter length in sizes 42"and larger Materials of Construction Neoprene, Hypalon",Buna-N, EPDM, Viton®. Backup Rims Galvanized steel or stainless steel. 5 The flat-bottom Series 35-1 feature an integral Series 35-1 rubber flange, allowing them to he mounted to n �1 flanged outfall pipes or(in ectIN,to headwalls where the pipe is flush. The flange size drilling conforms to ANSI 13 1 1610, Class 150#, or can be constructed Nkid i DIN, 2632 and other standards The Series 35 Check Vilve is hinwhed complete�Nith steel or k4;Z 2 9 10 8 stainless steel backup rings for installation 5 10 10 8 6 11 16 12 The Series 35-1 is often a(hrect replacement 8 131/2 18 16 for flanged flaptyates fhnge pins rust and cor- 10 16 23 19 rode if not routinely lubricated, causing the 12 19 28 23 14 21 30 27 flapper to hang open and allow backflow. Small n 16 23112 35 30 debris that collects in the seatin�area of the 18 25 40 34 vale voll also keep the flapper open Tideflex" 20 27 112 48 37 Series 35-1 valves 18"and lai(lei-are constructed 24 32 52 44 30 38 3/4 62 55 Nuth a curved bill as standard. 32 41 3/4 66 59 36 46 72 70 42 53 69 73 48 59112 75 81 35-1 54 66114 79 90 60 73 82 94 72 86 1/2 95 120 Hz Dimensions are subject to change due to customized construction Q m U p o 0 0 0 0 p p 0 r- Ln co M O O 0 N d- CU 4 o (T -4 COU- w CU ('7 Cl) CU CU co a a' Cl) Ln Lf) Ln o_ o D Ln r-- fU o p .N-'i o o i d (U (U CUM � � N � yNn� y�� v�i vW�Wi WIWZ 'a 'y U;Qp _ .--I Z Z J J J N N Z Z Z U70 oln ll7 lD lf7OO I� oo r, l� ln (Uoo Zaa CUU CU (NU �D (T m w�RA �� � o J e $ q M o o Ln In cY CU o o a a W �D Ln CU CU V- . o LO M �D U-j .-. �p o S 8 ~ CU CU — CU ^''O `l Ln p o co U7 co CU t` o O o o In CpnM J .�-) N M co ^ -4 CU U-1 a W lU CU .--� .--� .--r�O ¢ I 3 W c bi lno � ooln000 CU o O O CU p 0'p s CC Z w CT CT CU r-� Cu N 0 C,j c+ ace Z0 �" O m O `F N 3 U) O CO p U7 O O O Fti �+ L V N m Val o m 0 CuO O O D III (U(T W 3< O 11iyy!E In InO ^ CU CO (XJ O 0 f O N ¢ Z CO CU m �6 c6 .� -4 o m Rj .--� '. 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M i n6 M �D o o v co 1 1 1 1 "' 00 000lnp CT U7oo LnLngol� Ln � r� ov Rj u) �6cj U7 oo 4 � cU L L- Li OO mc) Ln CU InOo O O 0 0 �D .-r r, `p n o M X CU V- �o V CU 4 o o v- v- O N Q O r w N .w Ld N-i ¢ PO (� C l�L-+- P)� 2 3 Q z U m N � = wm 0 U O K w [) Q rr 0 Q w I �- Q w Q m z ° z O �-I o J U w Z W z O In J_ Ld U W WLL U Q om- w o w Q o I fr z I a TurfStone provides an alternative solution to the T_ : problem of permanently w destroying green space when budding parking areas or fire and emergency roads.The r design,with 40%open area, allows ground cover to grow while providing the necessary v , structural strength for most traffic. , TurfStone offers excellent erosion control and sods stabilization to slopes,' ` embankments,low flow channels and dikes,or ponds and reservoirs where there is � • �,� "' "'" no extreme wave action. x Use TurfStone for: ax „ *fir •Overflow or marginal parking " L&z w � areas * w kl � 4,4 •Shoulders along airfields and highways W, •Access roads adjacent to buildings •Ditch lining •Driveways •Crossovers on medians • • Lek 11101,' •Boat ramps r �l�•. •Emergency fire lanes Coverage esperroverage Weight W eight " •Bridge underpasses Pallet per Pallet per Unit per Pallet •Embankments 26 ftz/pC 91 ft2 2,325 Ibs (24 pcs/m2 35 (8.45 m2 65 lb(30 kg) (1,055 kg) orm All Weight per Pallet noted above Include a 50lb pallet weight r - *All metric dimensions are softconvertedto Imperial Dimensions and coverage include Y,e"(15mm)/omt 34x"x 23 V,'x15 K"x 4cmx 60(m x 40cm STANDARD SPECIFICATION sz '4 TurfStone units are manufactured to Industry standard specification ASTM C 1319-97 AVAILABLE COLORS For more Information about custon colors,please contact a Mutual Materials sales representative Custom colors may be restricted by the size of the order or pro)ect. CROSS • Typical Installation Over Dense Graded Base* Typical Embankment Erosion Control* `� J �\. II1(( PLANT MATERIAL _.9RcA55_r I PLANT MATERIAL lu dill If TurfStone REVETMENT t 1 ' I r TurfStone I'A"(40mm)SAND "�� a �_ o •= UseV.(15 mini minus TOE 00 `ono 0 o e pro CRUSHED ROCK illl��� Iil1illhl� CREEKBED \e o \a "P III111 f�i_.l itI � ilEXISTING SOIL LIM, ✓`� I II`Note See ICPI Tech Spec 18 for more specific application information and construction detmh 0 Mutual Materials USTURFSTONE 1/2012 wwwmutualmaterlalscom INSTALLATION INSTRUCTIONS NOTE: The following steps ore for designs using dense-graded base Open-graded base designs may also be used with TurfStone to promote infiltration See ICPI Tech Spec No 8 for more specific design and installation information 1.Excavate to the design levels 7.Compact the TurfStone again until the final level of the topsoil is 2.Compact the subgrade to the required density about''/2"(13 mm)to 3/4"(20 mm)below the top surface This will lend protection from tires as the grass grows Straw can be applied to 3.Lay the gravel base in 2"-3"layers,compacting after each layer Repeat protect the grass while it is growing While labor-intensive,sod plugs steps until final base elevation is achieved Residential(pedestrian)4" can be inserted into the openings as an alternative to topsoil and thick gravel base,residential(vehicular)6"-B"thick Build to a smooth seeding,If using sod,it should be applied after the second or final uniform surface to the grade and cross section required compaction of the grids,but with a reduced amount of topsoil in the The minimum surface tolerance of the compacted base should be openings so space is available for the sod plugs 3/s"(±10 mm)over a 10 ft(3 m)straightedge The base should extend NOTE: A drought tolerant grass should be used when installing beyond the perimeter of the grids a minimum of 12 in (300 mm)when TurfStone applications there is no building or curb to restrain them The extended perimeter increases the stability of the TurfStone and allows for installation of edge restraints 4.The gradation of the bedding sand should conform to ASTM C 33(6)or CSA A23 1 (7) Limestone screenings,stone dust,of masonry sand should not be used The thickness of the bedding sand should be 1 to 1 '/2"(25-40 mm) Use a screed board over the screed rails or bars to establish a consistent sand thickness The sand should have a consistent moisture content but not be saturated Do not disturb the screed sand prior to placing the grids S.Do not allow any vehicular traffic on the TurfStone installation until the grid openings have been filled TurfStone are typically placed on the screeded bedding sand in a running bond pattern with the minimum joint spacing of'hs to ifs"(2-4 mm) If the grids touch,they may crack,chip,or spall under repeated traffic The smooth side is the bottom of each unit After the grids are placed,go over them with a plate compactor It should have a minimum centrifugal compaction force of 5,000 Ibs(22 kN) A rubber or neoprene mat should be attached to the plate of the compactor to protect the grids from cracking and chipping The units should be cut to fill any spaces along the edges prior to compaction All installed units should be compacted into the bedding sand at the end of each day If bedding sand is left non compacted,it should be covered with plastic to protect it from rain(rainfall settles non compacted sand,preventing the grids from pressing into the sand when compacted)Otherwise,bedding sand saturated with rainfall prior to compaction will need to dry,be raked and re-screeded,or be replaced If left uncorrected,the grids will settle unevenly and may move under traffic. 6.After the grids are installed and compacted,a mix of topsoil and grass seed can be spread across the grids and swept into the openings Fertilizer may be mixed with the topsoil as well Fertilizer quantities should be adjusted to account for the concrete surface MUTUAL MATERIALS LOCATIONS , For product information and customer service,call 1-888-MUTUALO(688-8250). § MLITLIAL Washington _ j Oregon ',;�I Cdaho MATERIALS® Auburn Port Orchard Bend Hayden Bellevue Redmond Clackamas Trusted Since 1900 Bellingham Spokane Durham IFAOt ta►�a v a- www.mutuaImateriats.com Burlington Tacoma(Parkland) Hillsboro Missoula Mukllteo Vancouver,WA Salem Olympia(Tumwater) vmutual Materials USTURFSTONE 1/2012 wwwmutualmaterialscom PREVAILING WAGE RATES 112"`Watermain Improvements/Brock A - S June 19, 2013 Project Number 10-3025 rays i VI t/ State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 6/10/2013 County Trade Job Classification Wage Holiday Overtime Note King Asbestos Abatement Workers Journey Level r$40. 5D 1 H King Boilermakers Journey Level 5N 1C King Brack Mason Bnck And Block Finisher 5A 1M King Bnck Mason Journey Level 5A 1M King Bnck Mason Pointer-Caulker-Cleaner 5A 1M King Building Service Employees Janitor $19.98 5S 2F King Building Service Employees Traveling Waxer/shampooer $20.39 5S 2F King Building Service Employees Window Cleaner (Scaffold) $24.52 5S 2F King Brnldind Service Em lP oyees Window C lea ner(non-scaffold) $23.66 5S 2F King Cabinet Makers tln Shol2l Journey Level $22 74 1 King Carpenters Acoustical Worker $49.57 5D 1M King Carpenters Bridge, Dock And Wharf $49.57 5D 1M Carpenters King Carpenters Carpenter $49.57 5D 1M King Carpenters Carpenters on Stationary Tools $49.70 5D 1M King Carpenters Creosoted Material $49.67 5D 1M King Carpenters Floor Finisher $49.57 5D 1M King Carpenters Floor Layer $49.57 5D 1M King Carpenters Scaffold Erector $49 57 5D 1M King Cement Masons Journey Level $50.13 7A 1M King Divers & Tenders Diver $100.28 5D 1M 8A King Divers & Tenders Diver On Standby $56.68 5D 1M King Dwers Et Tenders Diver Tender $52.23 5D 1M King Divers Et Tenders Surface Rcv Et Rov Operator $52.23 5D 1M King Divers £t Tenders Surface Rcv Et Rov Operator $48.67 5A 1 B Tender King Dredge Workers Assistant Engineer $51.07 5D 3G King Dredge Woi keys Assistant Mate(deckhand) $50.56 5D 3G 1_LL - //L -L /1 / 1 1 _ / .\ / 1 1. /' /1 Il /'1 f�1 •1 r ayc c King Dredge Workers Boatmen $51.07 5D 3G King Dredge Workers Engineer Welder $51 12 5D 3G King Dredge Wof Kers Leverman, Hydraulic $52.69 5D 3G King Dredge Workers Maintenance $50.81 5D 3G King Dredge Workers Mates $51.07 5D 3G King Dredge Workers Oiler $50.69 5D 3G King Drywall ADDticator Journey Level $49.74 5D 1H King Drywall Ta emirs Journey Level $49.79 5P 1E King Electrical Fixture Maintenance Journey Level $25.34 5L 1E Workers King Electricians - inside Cable Splicer $64.241 7C 2W King Electricians - Inside Cable Splicer (tunnel) $69.07 7C 2W ;King Electricians - Inside Certified Welder $62.04 7C 2W King Electricians - inside Certified Welder (tunnel) $66.65 7C 2W King Electricians - Inside Construction Stock Person $34.19 7C 2W King Electricians - Inside Journey Level $59.85 7C 2W King Electricians - Inside Journey Level (tunnel) $64.241 7C 2W King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powerline Cable Splicer $64.95 5A 4A Construction King Electricians - Powerline Certified Line Welder $59 37 5A 4A Construction King Electricians - Powerline Groundperson $42.16 5A 4A Construction King Electricians - Powertine Head Groundperson $44.50 5A 4A Construction King Electricians - Powerline Heavy Line Equipment $59.37 5A 4A Construction Operator King Electricians - Powertine Jackhammer Operator $44.50 5A 4A Construction King Electricians - Powertine Journey Level Lineperson $59.37 5A 4A Construction King Electricians - Powertine Line Equipment Operator $49.95 5A 4A Consti uction King Electricians - Powerline Pole Sprayer $59.37 5A 4A Construction King Electricians - Powertine Powderperson $44.50 5A 4A Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $77.701 7D 4A King Elevator Constructors Mechanic In Charge $84 24 7D 4A King Fabricated Precast Concrete Alt Classifications - In-Factory $14.60 5B 2K Products Work Only King Fence Erectors Fence Erector $15.18 1 King Fla 2ers Journey Level $34 61 7A 2Y King IGtaziers Journey Level 1 $52.76 7L 1Y r ayc ,� vl i i `King Heat Et Frost Insulators And Journeyman $56.93 5J 15 Asbestos Workers King Heating Equipment Mechanics Journey Level $68 52 7F 1E King Hod Carriers Et Mason Tenders Journey Level $42.11 7A 2Y King Industrial Power Vacuum Journey Level $9.24 1 Cleaner King Inland Boatmen Boat Operator $52 32 5B 1K King Inland Boatmen Cook $48.89 5B 1 K King Inland Boatmen Deckhand $48.96 5B 1K King Inland Boatmen Deckhand Engineer $49.95 5B 1K King Inland Boatmen Launch Operator $51.16 5B 1K King Inland Boatmen Mate $51.16 5B 1K King inspection/Cteamng/SeahnQ Of Cleaner Operator, Foamer $31.49 1 Sewer & Water Systems By Operator Remote Control King Inspection/CteamnQ/SeahnQ Of Grout Truck Operator $11.48 1 Sewer Et Water Systems By Remote Control King InspectionfCteaninglSeahnff Of Head Operator $24.91 1 Sewer & Water Systems By Remote Control King Irispection/CleamnglSeahnQ Of Technician $19 33 1 Sewer Et Water Systems By Remote Control King Inspection/Cleaning/SeahnQ Of Tv Truck Operator $20.45 1 Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $49.57 5D 1M King Ironworkers Journeyman $59 02 7N 10 King Laborers Air, Gas Or Electric Vibrating $40.83 7A 2Y Screed King Laborer s Airtrac Drill Operator $42.11 7A 2Y King Laborers Ballast Regular Machine $40.83 7A 2Y King Laborers Batch Weighman $34 61 7A 2Y King Laborers Brick Pavers K$40 7A 2Y King Laborers Brush Cutter 7A 2Y King Laborers Brush Hog Feeder 7A 2Y King Laborers Burner 7A 2Y King Laborers Caisson Worker 7A 2Y King Laborers Carpenter Tender 7A 2Y King Laborers Caulker 7A 2Y King Laborers Cement Dumper-paving $41.59 7A 2Y King Laborers Cement Finisher Tender $40.83 7A 2Y King Laborers Change House Or Dry Shack r$41.59 7A 2Y King Laborers Chipping Gun (under 30 Lbs.) 7A 2Y King Laborers Chipping Gun(30 Lbs And 7A 2Y Over) r ayc -r vi i i King Laborers Choker Setter $40.831 7A 2Y King Laborers Chuck Tender $40.83 7A 2Y King Laborers Clary Power Spreader $41.59 7A 2Y King Laborers Clean-up Laborer $40.83 7A 2Y King Laborers Concrete Dumper/chute $41.59 7A 2Y Operator King Laborers Concrete Form Stripper $40.831 7A 2Y King Laborers Concrete Placement Crew $41.59 7A 2Y King Laborers Concrete Saw Operator/core $41.59 7A 2Y Driller King Laborers Crusher Feeder $34.61 7A 2Y King Laborers Curing Laborer $40.83 7A 2Y King Laborers Demolition: Wrecking Et Moving $40.83 7A 2Y (incl. Charred Material) King Laborers Ditch Digger $40.83 7A 2Y King Laborers Diver $42.11 7A 2Y King Laborers Drill Operator $41.59 7A 2Y (hydraulic,diamond) King Laborers Dry Stack Walls $40.83 7A 2Y King Laborers Dump Person $40 83 7A 2Y King Laborers Epoxy Technician $40.83 7A 2Y King Laborers Erosion Control Worker $40.83 7A 2Y King Laborers Faller Et Bucker Chain Saw $41.59 7A 2Y King Laborers Fine Graders $40 83 7A 2Y King Laborers Firewatch $34 61 7A 2Y King Laborers Form Setter $40.83 7A 2Y King Laborers Gabian Basket Builders $40.83 7A 2Y 'King Laborers General Laborer $40 83 7A 2Y King Laborers Grade Checker Et Transit $42.11 7A 2Y Person King Laborers Grinders $40.83 7A 2Y King Laborers Grout Machine Tender $40.831 7A 2Y King Laborers Groutmen (pressure)including $41.59 7A 2Y Post Tension Beams King Laborers Guardrail Erector $40 83 7A 2Y King Laborers Hazardous Waste Worker (level $42.11 7A 2Y A) King Laborers Hazardous Waste Worker (level $41.59 7A 2Y B) King Laborers Hazardous Waste Worker ([eve[ $40.83 7A 2Y C) King Laborers High Scaler $42.11 7A 2Y King Laborers Jackhammer $41.59 7A 2Y King Laborers Laserbea m Operator $41.59 7A 2Y King Laborers Maintenance Person $40.831 7A 2Y King Laborers Manhole Builder-mudman 1 $41.591 7A 2Y r uyc .r yr i i King Laborers Material Yard Person $40.831 7A 2Y King Laborers Motorman-dinky Locomotive $41.59 7A 2Y King Laborers Nozzleman (concrete Pump, $41 59 7A 2Y Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $41.59 7A 2Y King Laborers Pilot Car $34.61 7A 2Y King Laborers Pipe Layer Lead $42.11 7A 2Y King Laborers Pipe Layer/tailor $41.59 7A 2Y King Laborers Pipe Pot Tender $41.59 7A 2Y King Laborers Pipe Reliner $41 591 7A 2Y King Laborers Pipe Wrapper $41.59 7A 2Y King Laborers Pot Tender $40 83 7A 2Y King Laborers Powderman $4211 7A 2Y King Laborers Powderman's Helper $40.83 7A 2Y King Laborers Power Jacks $41.59 7A 2Y King Laborers Railroad Spike Puller - Power $41.591 7A 2Y King Laborers Raker - Asphalt $42.11 7A 2Y King Laborers Re-timberman $42.11 7A 2Y King Laborers Remote Equipment Operator $41.59 7A 2Y j King Laborers Rigger/signal Person $41.59 7A 2Y j King Laborers Rip Rap Person $40.83 7A 2Y King Laborers Rivet Buster $41.59j 7A 2Y King Laborers Rodder $41.59 7A 2Y King Laborers Scaffold Erector $40.83 7A 2Y King Laborers Scale Person $40.83 7A 2Y King Laborers Sloper (over 20") $41.59 7A 2Y King Laborers Sloper Sprayer $40.83 7A 2Y King Laborers Spreader (concrete) $41.59 7A 2Y King Laborers Stake Hopper $40 83 7A 2Y i King Laborers Stock Piler $40 83 7A 2Y King Laborers Tamper Et Similar Electric, Air $41.59 7A 2Y Et Gas Operated Tools King Laborers Tamper (multiple Et Self- $41.59 7A 2Y propelled) King Laborers Timber Person - Sewer (lagger, $41.59 7A 2Y Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $40 83 7A 2Y King Laborers Topper $40.83 7A 2Y King Laborers Track Laborer $40.83 7A 2Y King Laborers Track Liner (power) $41.59 7A 2Y King Laborers Traffic Control Laborer $37.01 7A 2Y 8R King Laborers ITraffic Control Supervisor $37 01 7A 2Y 8R r ayc v vl i i King Laborers Truck Spotter $40 831 7A 2Y 1 { King Laborers Tugger Operator $41.591 7A 2Y King Laborers Tunnel Work-Compressed Air $55 89 7A 2Y 8g Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $60.92 7A 2Y 8� Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $64.60 7A 2Y 8� Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $70.30 7A 2Y 880 Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $72.42 7A 2Y 8� Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $77.52 7A 2Y 8� Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $79.42 7A 2Y 8�C Worker 68 01-70.00 psi King Laborers Tunnel Work-Compressed Air $81.42 7A 1H Q Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $83.42 7A 1H S Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $42.21 7A 2Y Q Tender King Laborers Tunnel Work-Miner $42.21 7A 2Y Q King Laborers Vibrator $41 59 7A 2Y King Laborers Vinyl Seamer $40 83 7A 2Y King Laborers Watchman $31 46 7A 2Y King Laborers Welder $41.59 7A 2Y King Laborers Well Point Laborer $41.59 7A 2Y King Laborers Window Washer/cleaner $31.46 7A 2Y King Laborers - Underground Sewer General Laborer £t Topman $40.83 7A 2Y & Water King Laborers - Underground Sewer Pipe Layer $41.59 7A 2Y & 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 $49.74 5D 1H King Marble Setters Journey Level $49 07 5A 1M King Metal Fabrication (In Shop) Fitter $15 86 1 King Metal Fabrication {In Shop) Laborer $9.78 1 King Metal Fabncation Iln Shop) Machine Operator $13 04 1 King Metat Fabrication lin Shops Painter $11.101 1 King Metat Fabncation ton Shop) Welder $15.48 1 King Millwright Journey Level $50 67 5D 1M King Modular Buildings Cabinet Assembly $11.56 1 `King Modular Buildings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 € King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $9 40 1 King Modutar Buildings Tool Maintenance $11 56 1 King Modular Buitdings Utility Person $11.56 1 King Modular Buildings Welder $11.56 1 King Painters Journey Level $36.53 6Z 2B King Pile Driver Journey Level $49 82 5D 1M ' King Plasterers Journey Level $48.23 1R King Playground Et Park Equipment Journey Level $9.19 1 Installers King Ptumbers Et Pipefitters Journey Level $71.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $51.89 7A 3C 8P King Power Equipment Operators Assistant Engineer $48.62 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $51.40 7A 3C 8P King Power Equipment Operators Batch Plant Operator, $51.40 7A 3C 8P Concrete King Power Equipment Operators Bobcat $48.62 7A 3C 813 King Power Equipment Operators Brokk - Remote Demolition $48.62 7A 3C 8P Equipment King Power Equipment Operators Brooms $48.62 7A 3C 8P King Power Equipment Operators Bump Cutter $51 40 7A 3C 8P King Power Equipment Operators Cableways $51.89 7A 3C 8P King Power Equipment Operators Chipper $51.40 7A 3C 8P King Power Equipment Opei ators Compressor $48.62 7A 3C 8P King Pgwer Equipment Operators Concrete Pump: Truck Mount $51.89 7A 3C 8P With Boom Attachment Over 42 M King Power Equipment Operators Concrete Finish Machine -laser $48.62 7A 3C 8P Screed King Power Equipment Operators Concrete Pump - Mounted Or $50.98 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $51.40 7A 3C 81? With Boom Attachment Up To 42 m King Power Equipment Operators Conveyors $50.98 7A 3C 813 King Power Equipment Operators Cranes: 20 Tons Through 44 $51.40 7A 3C 8P Tons With Attachments King Power Equipment Operators Cranes: 100 Tons Through 199 $52.44 7A 3C 813 Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Eq_umment Operators Cranes: 200 Tons To 300 Tons, $53.01 7A 3C 8P Or 250' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes- 45 Tons Through 99 $51.89 7A 3C 8P i r uyc v vi t i Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipmeat Operators Cranes: A-frame - 10 Tons And $48 62 7A 3C 8P Under King Power Equipment Operators Cranes- Friction 100 Tons $53.01 7A 3C 8P Through 199 Tons King Power EguipmeriL Operators Cranes: Friction Over 200 Tons $53.57 7A 3C 8P King Power Equipment Operators Cranes: Over 300 Tons Or 300' $53.57 7A 3C 8P Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: Through 19 Tons With $50.98 7A 3C 8P Attachments A-frame Over 10 Tons King Power Equipment Operators Crusher $51.40 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches $51.40 7A 3C 8P (power) King Power Equipment Operators Derricks, On Building Work $51.891 7A 3C 8P King Power Equipment Operators Dozers D-9 Et Under $50.98 7A 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck $50.98 7A 3C 8P Or Crane Mount King Power Equipment Operators Drilling Machine $51.40 7A 3C 8P King Power E ui Merit Operators Elevator And Man-lift- $48.62 7A 3C 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell And $51.40 7A 3C 8P Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $50.98 7A 3C 8P With Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. With $48.62 7A 3C 8P Attachments King Power Equ i pM2nt Operators Grade Engineer: Using Blue $51.40 7A 3C 8P Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/stakeman $48.62 7A 3C 8P King Power Equipment Operators Guardrail Punch $51.40 7A 3C 8P King Power Equipment Operators Hard Tail End Dump $51.89 7A 3C 8P Articulating Off- Road Equipment 45 Yards Et Over King Power Equipment Operators Hard Tail End Dump $51.40 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King Power Eguipment Operators Horizontal/directional Drill $50 98 7A 3C 8P Locator King Power Equipment Operators Horizontal/directional Drill $51.40 7A 3C 8P Operator King Power Eguiuipment Operators Hydralifts/boom Trucks Over $50 98 7A 3C 8P 10 Tons King Power Equipment Operators Hydralifts/boom Trucks, 10 $48.62 7A 3C 8P Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. Et $52.44 7A 3C 8P Over r ayc � vl i i King Power Equipment Operators Loader, Overhead, 6 Yards. But $51.89 7A 3C 81 Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $51.40 7A 3C 8P Yards King Power Equipment Operators Loaders, Plant Feed $51.40 7A 3C 813 King Power EauipmentOperators Loaders: Elevating Type Belt $50 98 7A 3C 8P King Locomotives, All $51 40 7A 3C 8P King Power Equipment Operators Material Transfer Device $51.40 7A 3C 8P King Power Equipment Operators Mechanics, All (leadmen - $52.44 7A 3C 8P $0.50 Per Hour Over Mechanic) King Power E UIpment Operators Mixers: Asphalt Plant $51.40 7A 3C 8P King Power Equipment Operators Motor Patrol Grader - Non- $50.98 7A 3C 8P finishing King Power Equipment Operators Motor Patrol Graders, Finishing $51.89 7A 3C 8P King Power E ui meat Operators Mucking Machine, Mole, Tunnel $51.89 7A 3C 8P Drill, Boring, Road Header And/or Shield King Power E um ment Operators Oil Distributors, Blower $48.62 7A 3C 8P Distribution £t Mulch Seeding Operator King Power Equipment Operators Outside Hoists (elevators And $50.98 7A 3C 813 Manlifts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type Crane: $51.40 7A 3C 8P 20 Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 $52.44 7A 3C 8P Tons And Over King Power Equipment Operators Overhead, Bridge Type: 45 $51.89 7A 3C 8P Tons Through 99 Tons King Po Pavement Breaker $48.62 7A 3C 8P King Power Equipment Operators Pile Driver (other Than Crane $51.40 7A 3C 8P Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $50.98 7A 3C 8P King Power Equipment Operators Posthole Digger, Mechanical $48.62 7A 3C 8P King Power Equipment Operators Power Plant $48.62 7A 3C 8P King Power Equipment Operators Pumps - Water $48.62 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, D10 And Over $51 89 7A 3C 8P King Power Equipment Operators Quick Tower - No Cab, Under $48.62 7A 3C 8P 100 Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On $51.89 7A 3C 8P Rubber Tired Earth Moving Equipment King Rigger And Bellman $48.62 7A 3C 813 King Power Equipment Operators Rollagon $51.89 7A 3C 8P King Pow�merit Operators Roller, Other Than Plant Mix $48.62 7A 3C 813 King Powe, Equipment Operators Roller, Plant Mix Or Multi-lift $50.98 7A 3C 8P Materials King Power Eaumment Operators Roto-mill, Roto-grinder $51.40 7A I 3C 8P r King Power Equipment Operators Saws - Concrete $50.981 7A 3C I 8P King Power Equipment Operators Scraper, Self Propelled Under $51 40 7A 3C 8P 45 Yards King Pawer E ui ment Operators Scrapers - Concrete Et Carry All $50.98 7A 3C 8P King Paweruipment Operators Scrapers, Self-propelled: 45 $51 89 7A 3C 8P Yards And Over King Power Equipment Operators Service Engineers - Equipment $50.98 7A 3C 8P King Power Equipment Operators Shotcrete/gunite Equipment $48.62 7A 3C 8P King Power Equipment Operators Shovel , Excavator, Backhoe, $50.98 7A 3C 8P Tractors Under 15 Metric Tons. King Power Equipment Operators Shovel, Excavator, Backhoe• $51.89 7A 3C 8P Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $51.40 7A 3C 8P Tractors: 15 To 30 Metric Tons King Power EE uioment Operators Shovel, Excavator, Backhoes: $52.44 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $53.01 7A 3C 8P Over 90 Metric Tons King Power Equipment Operators Shpform Pavers $51.89 7A 3C 8P King Power Equipment Operators Spreader, Topsider Et $51.89 7A X 8P Screedman King Power Equipment Operators Subgrader Trimmer $51.40 7A 3C 8P King Power Equipment Operators Tower Bucket Elevators $50 98 7A 3C 8P King Power Equipment Operators Tower Crane Over 175'in $53 01 7A 3C 8P Height, Base To Boom King Power Equipment Operators Tower Crane Up To 175' In $52.44 7A 3C 8P Height Base To Boom King Power Equipment Operators Transporters, All Track Or $51 89 7A 3C 8P Truck Type King Power Equipment Operators Trenching Machines $50.98 7A 3C 8P King Power Eciumment Operators Truck Crane Oiler/driver - 100 $51.40 7A 3C 8P Tons And Over King Power Equioment Operators Truck Crane Oiler/driver Under $50 98 7A 3C 8P 100 Tons King Power Equipment Operators Truck Mount Portable Conveyor $51.40 7A 3C 8P King Power Equipment Operators Welder $51.891 7A 3C 8P King Power Equipment Operators Wheel Tractors, Farman Type $48 62 7A 3C 8P King Power Equipment O acr ators Yo Yo Pay Dozer $51 40 7A 3C 8P King Power Equmment aerators- Asphalt Plant Operators $51.89 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Assistant Engineer $48.62 7A 3C 8P Underground Sewer Et Water King Power Equpment Operators- Barrier Machine (zipper) $51 40 7A 3C 8P Underground Sewer £t Water King Power Equipment Operators- Batch Plant Operator, $51 40 7A 3C 8P Underground Sewer Et Water Concrete 1_LL 1 14 1 /1 / 1 1 _ 1 _ 1 1/ - r uyc 11 VI 1/ King Power Equipment Operators- Bobcat $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators Brokk - Remote Demolition $48.62 7A 3C 8P Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators Bump Cutter $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cableways $51.89 7A 3C 8P Underground Severer Et Water King Power Equipment Operators- Chipper $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Compressor $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount $51.89 7A 3C 8P Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Finish Machine -laser $48.62 7A 3C 8P Underground Sewer & Water Screed King Power Equipment Operators Concrete Pump - Mounted Or $50.98 7A 3C 8P Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators- Concrete Pump: Truck Mount $51.40 7A 3C 8P Underground Sewer ft Water With Boom Attachment Up To 42 m King Power Equipment Operators- Conveyors $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes- 20 Tons Through 44 $51.40 7A 3C 8P Underground Sewer Et Water Tons With Attachments King Power Equipment Operators- Cranes: 100 Tons Through 199 $52.44 7A 3C 8P Underground Sewer Et Water Tons, Or 150' Of Boom (Including Jib With x Attachments) King Power Equipment Operators- Cranes 200 Tons To 300 Tons, $53.01 7A 3C 8P Underground Sewer Et Water Or 250' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: 45 Tons Through 99 $51.89 7A 3C 8P Underground Sewer Et Water Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $48.62 7A 3C 8P Underground Sewer tt Water Under King Power Equipment Operators- Cranes: Friction 100 Tons $53.01 7A 3C 8P Underground Sewer Et Water Through 199 Tons King Power Equipment Operators- Cranes: Friction Over 200 Tons $53.57 7A 3C 8P Underground Sewer Et Water King Lgv Equipment Operators- Cranes: Over 300 Tons Or 300' $53.57 7A 3C 8P Underground Sewer Et Water Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: Through 19 Tons With $50.98 7A 3C 8P Underground Sewer Et Water Attachments A-frame Over 10 ILL - //L i /1 _: / 1 1 / - 1a/ 1 _1 r ayc tc VI ti Tons King Power Equipment Operators- Crusher $51.40 7A 3C 8P Undewound Sewer a Water King Power Equipment Operators- Deck Engineer/deck Winches $51.40 7A 3C 8P Underground Sewer & Water (power) King Power Equipment Operators- Derricks, On Building Work $51.89 7A 3C 8P Underground Sewer Et Water King Power E ui meat Operators Dozers D-9 Et Under $50.98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators Drill Oilers: Auger Type, Truck $50.98 7A 3C 8P Underground Sewer Et Water Or Crane Mount King Power Equ mp ent Operators Drilling Machine $51.40 7A 3C 8P Under rou id Sewer Et Water King Power Equipment Operators- Elevator And Man-lift: $48.62 7A 3C 8P Underground Sewet Et Water Permanent And Shaft Type King Power Equipment 02 t tors- Finishing Machine, Bidwell And $51.40 7A 3C 8P Underground Sewer Et Water Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over $50 98 7A 3C 8P Underground Sewer Et Water With Attachments King Power E uip rent Operators Forklifts: Under 3000 Lbs. With $48 62 7A 3C 8P Underground Sewer Et Water Attachments King Power Equipment Operators- Grade Engineer: Using Blue $51.40 7A 3C 8P UndergroundSSewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/stakeman $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators Guardrail Punch $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators Hard Tail End Dump $51.89 7A 3C 8P Underground Sewer Et Water Articulating Off- Road Equipment 45 Yards. Et Over King Power E ui meat Operators Hard Tail End Dump $51 40 7A 3C 8P Underground Sewer Et Water Articulating Off-road Equipment Under 45 Yards King Power E ui meet Oper=tors Horizontal/directional Drill $50.98 7A 3C 8P Underground Sewer Et Water Locator King Power Equipment Operators Horizontal/directional Drill $51.40 7A 3C 8P Underground Sewer Et Water- Operator King Power Equipment Operators- Hydrahfts/boom Trucks Over $50.98 7A 3C 8P Underground Sewer Et Water 10 Tons King Power Equipment Operators- Hydrahfts/boom Trucks, 10 $48.62 7A 3C 8P Underground Sewer Et Water Tons And Under King Power Equipment Operators- Loader, Overhead 8 Yards. Et $52.44 7A 3C 8P Underground Sewer Et Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards But $51.89 7A 3C 8P Underground Sewer a Water Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $51.40 7A 3C 8P Underground Sewer Er Water Yards King Power E ui ment Operators- Loaders, Plant Feed $51.40 7A 3C 8P Underground Sewer Et Water King Power Eqqjpment Operators- Loaders: Elevating Type Belt $50.98 7A 3C 8P I LL - I/L i /1 - / _1 _1 _ / - 114 I'1 )1^4 �1 rayc iJ vi .�i Underground Sewer It Water King Power Equipment Operators- Locomotives, All $51.40 7A 3C 8P Underoround Sewer Et Water King Power Equipment Operators- Material Transfer Device $51.40 7A 3C 8P Underground Sewer &Water King Power Eguipnie t Operators Mechanics, All (leadmen - $52 44 7A 3C 8P Uncergrou,)d Sewer Et Water $0.50 Per Hour Over Mechanic) King Povaer E uipnient Operators Mixers: Asphalt Plant $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Motor Patrol Grader - Non- $50.98 7A 3C 8P Underground Sewer Et Water finishing King Power Equipment Operators- Motor Patrol Graders, Finishing $51.89 7A 3C 8P Under round Sewer & Water ; King Power Equipment Operators- Mucking Machine, Mole, Tunnel $51.89 7A 3C 8P Underground Sewer £t Water Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $48.62 7A 3C 8P Underground Sewer Et Water Distribution Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (elevators And $50.98 7A 3C 8P Underground Sewer Et Water Manhfts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type Crane: $51.40 7A 3C 8P Underground Sewer £t Water 20 Tons Through 44 Tons King Power Egv_ipment Operators- Overhead, Bridge Type: 100 $52 44 7A 3C 8P Underground Sewer Et Water Tons And Over King Power Equipment Operators Overhead, Bridge Type: 45 $51.89 7A 3C 8P Underground Sewer Et Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $48.62 7A 3C 8P Underground Sewer a Water King Power Equipment Operators Pile Driver (other Than Crane $51.40 7A 3C 8P Underground Sewer & Water Mount) King Power Equ�pmert Operators Plant Oiler - Asphalt, Crusher $50.98 7A 3C 8P Underground Sewer & Water 'King Power Equipment Operators- Posthole Digger, Mechanical $48.62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Power Plant $48.62 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Pumps - Water $48 62 7A 3C 8P j Underground Sewer Et Water King Power Equipment Operators Quad 9, Hd 41, D10 And Over $51.89 7A 3C 8P Under round Sewer & Water King Power Equipment Operators- Quick Tower - No Cab, Under $48.62 7A 3C 8P Underground Sewer £t Water 100 Feet In Height Based To Boom King Power Equipment Operators• Remote Control Operator On $51.89 7A 3C 8P Underground Sewer & Water Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And Bellman $48.62 7A 3C 8P Underground Sewer & Water King Power Equipment Operators Rollagon $51.89 7A 3C 8P IL ice.__ //L_ 1.____ _ __. /1 _• /. ._ __I_ _I.. _ L_ -. \A/_ __1_ _1... _ __._. /• /7 /� 1' ^4 �l r uyc i-r vi t i Underground Sewer a Water King Power Equipment Operators- Roller, Other Than Plant Mix $48 62 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $50.98 7A 3C 8P Underground Sewer a Water Materials King Power Equment Operators Roto-mill, Roto-grinder $51.40 7A 3C 8P Underground Sewer a Water King Power E uipment Operators- Saws - Concrete $50.98 7A 3C 8P Underground Sewer a Water King Power Egui meat Operators- Scraper, Self Propelled Under $51.40 7A 3C 8P Underground Sewer a Water 45 Yards King Power Equipment Operators- Scrapers - Concrete Et Carry All $50.98 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Scrapers, Self-propelled: 45 $51.89 7A 3C 8P Underground Sewer Et Water Yards And Over King Power Equipment Operators- Service Engineers - Equipment $50 98 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shotcrete/gunite Equipment $48.62 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $50.98 7A 3C 8P Underground Sewer Et Water Tractors Under 15 Metric Tons. King Power Equipment Operators- Shovel, Excavator, Backhoe: $51.89 7A 3C 813 Underground Sewer Et Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $51.40 7A 3C 8P Underground Sewer a Water Tractors 15 To 30 Metric Tons King Power Egtnpment Operators Shovel, Excavator, Backhoes: $52.44 7A 3C 8P Underground Sewer a Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $53.01 7A 3C 8P Underground Sewer a Water Over 90 Metric Tons King Power Equiprnent Operators- Slipform Pavers $51.89 7A 3C 813 Underground Sewer a Water King Power Equipment Operators Spreader, Topsider Et $51 89 7A 3C 813 Underground Sewer Et Water Screedman King Power Equipment Operators- Subgrader Trimmer $51.40 7A 3C 8P Underground Sewer a Water King Power Equipment Operators Tower Bucket Elevators $50 98 7A 3C 813 Underground Sewer a Water King Power Equipment Operators Tower Crane Over 175'in $53.01 7A 3C 813 Underground Sewer a Water Height, Base To Boom King Power Equipment Operators- Tower Crane Up To 175' In $52.44 7A 3C 8P Underground Sewer Et Water Height Base To Boom King Power Equipment Operators- Transporters, All Track Or $51.89 7A 3C 8P Underground Sewer a Water Truck Type King Power Equipment Operators- Trenching Machines $50.98 7A 3C 8P Underground Sewer a Water- King Power Equipment Operators- Truck Crane Oder/driver - 100 $51.40 7A 3C 8P Underground Sewer Et Water Tons And Over King Power Equipment Operators Truck Crane Oiler/driver Under $50.98 7A 3C 8P 1_L L--- , ,L- -1---- - -- -- " - 1 - --'- -'- - I- - ,A I- --I- -'.. - ----. 1 .. f 1 ,"^J 1 r ayc Underground Sewer Et Water 100 Tons King Power EguipmenL Operators- Truck Mount Portable Conveyor $51.40 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Welder $51.89 7A 3C 8P Under ground Sewer & Water King Power Equipment Operators- Wheel Tractors, Farmall Type $48.62 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Yo Yo Pay Dozer $51.40 7A 3C 8P Underground Sewer & Water King Power Line Clearance Tree Journey Level In Charge $42.91 5A 4A Trimmers King Power Line Clearance Tree Spray Person $40.73 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $41.29 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $38.38 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $28 95 5A 4A Trimmers King Refrigeratio,i & Air Journey Level $70.46 6Z 1G Conditioning Mechanics King Residential Brick Mason Journey Level $49.07 5A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Applicators Journey Level $38 60 5D 1M King Residential Drywall Tapers Journey Level $49.79 5P 1 E King Residential Electricians JOURNEY LEVEL $30 44 1 King Residential Glaziers Journey Level $35 10 7L 1H King Residential Insulation Journey Level $26.28 1 Applicators King Residentiat 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 & Journey Level $34.69 1 Pipefitters King Residential Refreration & Air Journey Level $70.46 6Z 1G Conditioning Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $41.30 7F 1 R Workers King Residential Soft Floor Lames Journey Level $41.78 5A 3D King Residential Sprinkler Fitters Journey Level $40.81 5C 2R )Fire Protection) King Residentiat Stone Masons Journey Level $49.07 5A 1M King Residential Terrazzo Wor ters Journey Level $45.43 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $25.17 1 King Roofers Journey Level $43.901 5A 1 R r ayc iv King Roofers Using Irritable Bituminous $46.90 5A 1R Materials King Sheet Metal Workers Journey Level (Field or Shop) $68.521 7F 1E King Shipbuildina Et Ship Repair Boilermaker $39.66 7M 1H King Shipbuilding & Ship Repair Carpenter $38.24 70 313 King Shipbuilding Et Shio Repair Electrician $37 82 70 3B King Shipbuilding Et Ship Repair Heat Et Frost Insulator $56.93 5J 1S King Shipbuilding & Ship Repair Laborer $36.78 70 3B King ShipbuilchnQ Et Ship Reoair Machinist $37.81 70 3B King Shipbuildino Et Ship Repair Operator $40 15 70 3B King Shipbuilding Et Ship Repair Painter $37.81 70 3B King Shipbuildin�Et Ship Repair Pipefitter $37 77 70 313 King Shipbuilding £t Ship Repair Rigger $37.76 70 3B King Shipbuilding Et Ship Repair Sandblaster $36.78 70 3B 'King Shipbuilding Et Ship Repair Sheet Metal $37 74 70 3B King Shipbuilding & Ship Repair Shipfitter $37 76 70 3B King Shipbuilding Et Ship Repair Trucker $37.61 70 3B King Shipbuilding Et Ship Repair Warehouse $37.65 70 3B King Shipbuilding_Et Ship Repair Welder/Burner $37.76 70 3B King Sign Makers Et Installers Sign installer $22.92 1 Electrical) King Sign Makers Et Installers Sign Maker $21.36 1 lElectnca� King SiPn Makers Et Installers (Non- Sign Installer $27.28 1 Electrical) King Sign Makers a Installers (Non- Sign Maker $33.25 1 Electrical) King Soft Floor Lavers Journey Level $41 78 5A 3D King Solar Controls For Windows Journey Level $12.441 1 King Sprinkler Fitters (Fire Journey Level $69.59 5C 1X Protection) King Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural) King Stone Masons Journey Level $49.07 5A 1M King Street And Parking Lot Journey Level $19.09 1 Sweeper Workers King Surveyors Assistant Construction Site $50.98 7A 3C 8P Surveyor King Surveyors Chainman $50.46 7A 3C 8P King Surveyors Construction Site Surveyor $51.89 7A 3C 8P King Telecommunication Journey Level $22 76 1 Technicians King Telephone Line Construction Cable Splicer $35 09 5A 2B Outside King Telephone Line Construction Hole Digger/Ground Person $19.22 5A 26 Outside King Telephone Line Construction - Installer (Repairer) $33.63 5A 2B 1_1. --- , /L- y__-- - --- "--- ' - --'- -'- - '- - . - - - --. r ,, n 1' ^4 t ruyc ii v/ ii Outside King Telephone Line Construction Special Aparatus Installer 1 $35.09 5A 2B Outside King Telephone Line Construction - Special Apparatus Installer 11 $34 37 5A 2B Outside King Telephone Line Construction - Telephone Equipment Operator $35.09 5A 2B Outside (Heavy) King Telephone Line Construction - Telephone Equipment Operator $32.62 5A 2B Outside (Light) King Telephone Line Construction - Telephone Lineperson $32.62 5A 2B Outside King Telephone Line Construction - Television Groundperson $18.65 5A 2B Outside I I ' King Telephone Line Construction - Television Lineperson/Installer $24.66 5A 2B Outside King Telephone Line Construction - Television System Technician $29.42 5A 2B Outside King Telephone Line Construction - Television Technician $26.43 5A 2B Outside King Telephone Line Construction - Tree Trimmer $32 95 5A 2B Outside King Terrazzo Workers Journey Level $45.43 5A 1M King Tile Setters Journey Level $21.65 1 King Tile, Marbte Et Terrazzo Finisher $37.76 5A 1 B Finis-)ors King Traffic Control Stripers Journey Level $41.53 7A 1K King Truck Drivers Asphalt Mix Over 16 Yards (W. $47 91 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $47.07 5D 3A 8L , WA-Joint Council 28) King Truck Drivers Dump Truck Et Trailer $47.91 5D 3A 8L King Truck Drivers Dump Truck (W. WA-Joint $47.07 5D 3A 8L Council 28) King Truck Drivers Other Trucks (W. WA-Joint $47.91 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $43.231 1 King Welt Drillers Ft Irrigation Pump Irrigation Pump Installer $17.71 1 i Installers King Well Drillers & Irrigation Pump Oiler $12 97 1 Installers King Well Drillers & Irrigation Pump Well Driller $18 00 1 Installers ILL - //L i -/1 • / -- 1 1. / -1�I _1 _1 I' /1 /1 /1l�d '1 Benefit Code Key—Effective 3-3-2013 thru 8-30-2013 ###RRRR####RRRR#R##4RR###Rk#####kkk#########R#######kkk####kk###kk#####kk#k##kkk###k#Rk##########k####kkk### 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 pre�ailmg rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the woiker 1 ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE B All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage C The first two(2) hours after eight(8) regular hours Monday through Friday and the first ten (10) hours Wt Saturday shall be paid at one and one-half tunes the hourly Late 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 tunes the hourly rate of wage All additional hours worked and all woiked 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 Frnday and the first eight(8)hours on Saturday shalt be paid at one and one-half times the hourly rate of wage All other hours worked 'Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage F The first two(2) hours after eight(8) regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage All other overtime hours worked,except Labot Day, shall be paid at double the hourly rate of wage All hours worked on Labor Day shall be paid at three tortes the hourly rate of wage G The first ten(10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four-ten hour schedule, shall be paid at one and one-half times the hourly rate of wage All houis 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 it Mork is lo,t 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 liom ty rate of wage I 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 fast ten(10)hours on Saturday shall be paid at one and one-hall 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 tunes the hourly rate of wage All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage 1 Benefit Code Key—Effective 3-3-2013 thru 8-30-2013 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 tale 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 houily rate of wage All hours worked on holidays shall be paid at double the hourly tale of wage Q Fhe first two (2) hours after eight (8) regular hours Monday through Fnday and up to ten (10) hours worked on Saturdays shalt be paid at one and one-half times the hourly tale of wage All hours worked in excess of ten (10) hours per day Monday through Satui day and all hours worked on Sundays and holidays(except Cluistmas 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 horns worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly late of wage All hours worked on Labor Day shal I 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 tunes the hourly rate of wage All hours worked on Labor Day shall be paid it three tines the hourly rate of"age V All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage W All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half tines 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 late of wage When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holida} and all work performed shall be paid at double the hourly rate of wage Y All hours worked outside the hours of 5 00 am and 5 00 pm (or such other hours as may be agreed upon by any erployer 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 laboi day) shall he paid at one and one-halt nines the hourly iate of wage (except for employees who are absent from work without prior approval on a scheduled workday during the kcoikweek shall be paid at the straight-trine rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek) All hours worked Monday through Saturday over twely e(12)hours and all hours woiked on Sundays and Labor Day shall be paid at double tine 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 3-3-2013 thru 8-30-2013 2 ALL HOURS WORKED IN EXCESS OF EIGHT(8) HOURS PER DAY OR FORTY (40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE B All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage C All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage All hours worked on holidays shall be paid at two times the hourly rate of wage F The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage m addition to the holiday pay All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage G All hours worked on Sunday shall be paid at two times the hourly rate of wage All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay H All hours worked on Sunday shall be paid at two times the hourly rate of wage All hours worked on holidays shall be paid at one and one-half tunes the hourly rate of wage K All hours worked on holidays shall be paid at two times the hourly rate of wage in addition to the holiday pay O All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage R All hours worked on Sundays and holidays and all hours worked over sixty(60) in one week shall be paid at double the hourly rate of wage U All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage W The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid atone and one-half times the hourly rate of wage All other hours worked Monday ,thiough Satw day, 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 shalt be paid at double the hourly rate of wage fhe fit st 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 Y All hours worked on Saturdays(except for make-up days) shall be paid at one and one-half times the hourly rate of wage All hours worked Monday thiough Satuiday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage 3 ALL HOURS WORKED iN EXCESS OF EIGHT(8) HOURS PER DAY OR FORTY(40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE A Woik performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten(t0)how shifts are established,of torty(40)hours of straight time pet week. Monday thiough Friday,or outside the normal shift and all work on Satuidays 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 put Satwday to 6 00 am Monday and holidays shall be paid at double the straight time rate of pay Any shtft 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 I he employer shall have the sole discretion to assign overtime work to employees Primary consideration for oveitune work shall be green to employees regularly assigned to the work to be peiforined on overtime situations After an employee has worked eight(8) hours at an applicable overtime iate 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 mote 3 Benefit Code Key—Effective 3-3-2013 thru 8-30-2013 3 B The first four(4)hours after eight(8) regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid atone and one-halt time,,the hourly rate of wage All hours worked over twelve(12)hours Monday through Saturday,and all horn s worked on Sundays and holidays shall be paid at double the hourly rate of wage C Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when tour ten(10)hour shifts are established,or forty(40) hours of straight time per week, Monday through Friday,or outside the normal shift,and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage All work performed after 6 00 pm Saturday to 5 00 am Monday and holidays shall be paid at double the hourly rate of wage After an employee ha,,worked eight(8) hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. D All hours worked between 6 00 pm Monday through 6 00 am Saturday, shall be paid at an overtime rate of 15% over the hourly rate of wage All other how s worked after 6 00 am on Saturdays,shall be paid at one and one-half times the hourly rate of wage All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage E All hours worked Sundays and holidays shall be paid at double the hourly rate of wage Each week once 40 hours of straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate G 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 tune per week, Monday through Friday.,and all work on Saturdays shall be paid at time and one-halfthe straight time rate Hours worked over twelve hours(12) in a single shift and all woi k performed after 8 00 am Sunday to 8 00 am Monday and Holidays shall be paid at double the straight time rate of pay After an employee has worked eight(8)hours at an applicable overtrme 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 4 ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES FHE HOI,R1 Y RATE OF WAGE A All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage Holiday Codes 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, Fnday 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) 4 Benefit Code Key—Effective 3-3-2013 thru 8-30-2013 5 I Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6) 3 Holidays New Year's Day, Memorial Day, Independence Day,Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day,And Christmas Day(7) K Holidays New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, [he Day Before Christmas,And Christmas Day(9) L Holidays New Year's Day, Martin Luther King Jr Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgn uig Day, And Christmas Day(8) N Holidays New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9) P Holidays New Year's Day,Memorial Day, Independence Day, Labor Day,Thanksgiving Day,Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9) If A holiday Falls On Sunday, The Following Monday Shalt Be Considered As A Holiday Q Paid Holidays New Year's Day, Memorial Day, independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6) R Paid Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Halt Day Befine Christmas Day And Christmas Day (7 1/2) S Paid Holidays New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,And Christmas Day(7) T Paid Holidays New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9) Z Holidays New Year's Day, Memorial Day, independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8) Holiday Codes Continued 6 A Paid Holidays New Year's Day, Presidents' Day, Memorial Day, independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day (8) E Paid Holidays New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, Christmas Day, And A Half-Day On Christmas Eve Day (9 1/2) G Paid Holidays New Year's Day,Martin Luther King it Day, Presidents' Day,Memonal Day,Independence Day, Laboi Day, Veterans'Day, Ihanksgiving Day,'The Friday Ater 1 hanksgiving 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 Tlumksgiv ing Day,And Christmas Day(7) 5 Benefit Code Key—Effective 3-3-2013 thru 8-30-2013 6 T Paid Holidays New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgrvmg Day, The Friday After Thanksgiving Day fhe Last Working Day Before Christmas Day, And Christmas Day(9) Z Holidays New Year's Day Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7) If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday if a holiday falls on Sunday, the following Monday shall be considered as the holiday Holidav 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 Chrisnnas Day(8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday C Holidays. New Year's Day, Martin Luther King Jr Day Memorial Day, Independence Day, Labor Day, Thanksgiving Day. The Friday After Thanksgiving Day, And Christmas Day (8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday D Paid Holidays New Years Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day the Friday after Thanksgiving Day, And Christmas Day (8) Unpaid Holidays Piesident's Day Any paid holiday which falls on a Sunda-, ,hall be observed as a holiday on the following Monday Any paid holiday which falls on a Saturday shalt be observed as a holiday of 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 shalt 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 oil a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be obsery ed as a holiday oil 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 C hnstmas Day(9) Any holiday which falls on a Sunday shall be observed as a hohday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday 1 Holidays New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day,Thanksgiving Day,The Friday After Thanksgivmg 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 6 Benefit Code Key—Effective 3-3-2013 thru 8-30-2013 7 J. Holidays New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and C'hnstmas Day (6) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday K Holidays New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day(8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday L Holidays New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Chi stmas Day, And Christmas Day(7) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday M Paid Holidays New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day 10) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday N Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday When Christmas falls on a Saturday, the preceding Friday shalt be obseived as a holiday O. Paid Holidays New Year's Day, The Day After Or Before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgning Day, Christmas Day, The Day After Or Before Christmas Day, And The Employees Birthday 11) Any holiday which falls on a Sunday shall be obseived as a holiday on the following Monday Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday P Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day(7) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday Q Holidays New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day(8) Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday If any of the listed holidays falls on a Saturday, the preceding Fiiday 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, Laboi Day,Thanksgiving Day,the Friday after Thanksgiving Day,Chi istrnas Day,and the day after or befoie Christmas Day (10) If any of the listed holidays fall on Satinday,the preceding Friday shalt 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 Yeai's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day,Friday After Thanksmvirw Day Chirstmas Day, fhe Day After Christmas, And A Floating Holiday(9) If any of the listed holidays fills on a Sunday the day observed by the:Nation shall be consideied a holiday and compensated accoi dingty 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 150'43 00 per Foot for Fach Fool Over 100 Feet Over 150'To 220'-$4 00 per Foot for Each Foot Over 150 Feet Over 220'45 00 per Foot for Each Foot Over 220 Feet 7 Benefit Code Key—Effective 3-3-2013 thru 8-30-2013 C In addition to the hourly wage and fringe benefits,the following depth premiums apply to depths of fifty feet or more Over 50' To 100'-81 00 per Foot for Each Foot Over 50 Feet Over 100'To 150'-$] 50 per Foot for Each Foot Over 100 Feet Over 150' fo 200'-$2 00 per Foot for Each Foot Over 150 Feet Over 200'-Divei s May Name"their Own Price D. Workers working with supplied air on hazmat projects receive an additional $1 00 per hour L Workers on hazmat projects receive additional hourly premiums as follows -Level A $0 75, Level B $0 50,And Level C $0 25 M. Workers on hazmat projects receive additional hourly premiums as follows Levels A&B $1 00,Levels C&D $0 50 N Woikers on hazmat projects receive additional hourly premiums as follows -Level A $1 00, Level B $0 75,Level C $0 50,And Level D $0 25 P Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit $2 00,Class B Suit $1 50,Class C Suit $1 00,And Class 1) Sun$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 Laboier performs the Setup, maintenance and remo�at of all temporary traffic control deg ices and construction signs necessary to control vehicular,bicycle, and pedestrian uaffic during construction operations Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where chiected by the Engineer All flaggers and spotteis shall possess a current flagging card issued by the State of Washington, Oregon,Montana,or Idaho These etassilications 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 othet traffic control labor is being utilized Flaggers and Spotteis 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 eaid issued by the State of Washington, Oregon,Montana, or Idaho Ihis classification is only effective on or after August 3 I,2012 T Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all tempoiaiy 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 appioved Traffic Control Plans or where directed by the Engineer All flaggeis 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 8 • KENT W 45HIAGLON Agenda Item: Bids - 9B TO: City Council DATE: July 16, 2013 SUBJECT: 1121h Avenue SE Watermain Improvements MOTION: Move to award the 112th Avenue SE Watermain Improvements Project contract to TITAN Earthwork, LLC in the amount of $1,811,541.01 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 City will be installing watermain, storm drain and conduit in order to make improvements to the water distribution system. The project will begin on SE 240th Street (James St) from 109th Avenue SE to 112th Avenue SE, north on 112th Avenue SE to SE 236th place, then east to the existing Blue Boy tank. Work is being done to improve the water distribution system and to meet public health and safety requirements. EXHIBITS: Public Works memo dated 7/9/2013 RECOMMENDED BY: Public Works Director BUDGET IMPACTS: Contract will be paid for out of the Water fund. PUBLIC WORKS DEPARTMENT 40 Timothy J. LaPorte, P.E., Public Works Director KEN T Address- 220 Fourth Avenue S. WASHINOTOH Kent, WA 98032-5895 Phone 253-856-5500 Fax, 253-856-6500 DATE: July 9, 2013 TO: Mayor Cooke and Kent City Council FROM: Timothy J. LaPorte, P.E. Public Works Director RE: 112th Avenue SE Watermain Improvements - Award Bid opening for this project was held on July 9, 2013 with four bids received. The low bid was submitted by TITAN Earthwork, LLC in the amount of $1,811,541.01. The Engineer's estimate was $2,007,864.27. The Public Works Director recommends awarding this contract to the low bidder. Bid Summary 01. TITAN Earthwork, LLC $1,811,541.01 02. Rodarte Construction $1,838,863.61 03. Road Construction Northwest $1,913,645.00 04. Laser Underground & Earthworks $2,351,534.40 Engineer's Estimate $2,007,864.27 REQUEST FOR MAYOR'S SIGNATURE KENT Please Fill in All Applicable Boxes d by Director Originator's Name: Kelly Peterson Dept/Div, Engineering/Env o mental Extension: 5547 / Date Sent: Date Required: 1 Return to: Na cy Y shitake CONTRACT TERMINATION DATE: 120 working days VENDOR: TITAN Earthwork, LLC DATE OF COUNCIL APPROVAL: 7/16/13 ATTACH THE COUNCIL MOTION SHEET FOR THE MAYOR - if applicable Brief Explanation of Document: The attached construction agreement is with TITAN Earthwork for the 112th Avenue SE Watermain Improvements Pro3ect. The pro]ect consists of approximately 2,980 linear feet of 16" ductile iron water main, 500 linear feet of 18" ductile iron storm drain, 130 linear feet of concrete lined ductile iron storm drain, 500 linear feet of the 4-inch conduit, 800 linear feet of the 1 1/4 inch conduit, 500 linear feet of 2 inch conduit and other applicable appurtenances as required. For additional information, see the attached Council motion sheet. ON All Contracts Must Be Routed Through The to Meb; .11,T (This area to be completed by the Law Department) JUL 2 9 _'Jl3 unA�V Received: _ k i�► �. iD Approval of Law Dept.: `� Office of the Mayor Law Dept. Comments: { pp q �^y KE T i�*y ' DEP� TI Pad s- y Date Forwarded to Mayor: —7 , Z 1 _ Shaded Areas To Be Completed By Administration Staff Received: RECEIVED Recommendations and Comments: JUL 2 9 2013 Disposition: CITY OF KENT P /�/Z/J����c��� ' CITY CLFfiK Date Returned: / v�!