Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PW18-045 - Original - Northwest Cascade, Inc. - 640 Pressure Zone PRV - 02/05/2018
.40 n Kecords Manageme ' ' " t KENT WA F1,1,�T 0. Document 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: Northwest Cascade, Inc, Vendor Number: JD Edwards Number Contract Number: I� � This is assigned by City Clerk's Office Project. Name: 640 Pressure Zone PRV North Description: (-1 Interlocal Agreement ® Change Order ❑ Amendment x Contract ❑ Other: Contract Effective Gate: bate of the Mayor's signature Termination Date: 60 work ,g daye Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Bryan Bond Department: PW Operations Contract Amount: 1 649 7744.50 Approval Authority: F-1 Department Director ❑ Mayor X C'ity Council Detail: (i.e. address, location, parcel number, tax id, etc.): The project consists of installing approximately 618 individual small pressure reducing valves (PRV), including site restoration, asphalt paving, and cement concrete sidewalk. As of: 08/27/14 ioo J " i �� � IIIIIIIIIIIII i mn o� pi i uouui iiiii�iiiiiiiiii�Ull IIIIII fluiiu II m+m BIDDER'S NAME CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 640 Pressure Zone PRV North Project Number: W20055 BIDS ACCEPTED UNTxI, AID OPENING January 9, 2018 January 9, 2018 12:45 P.M. 1:00 P.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR 40 000M4*4p KEN T WASH I N G T O N Page 1 Bid Package 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 Certification of Compliance with Wage Payment Statutes 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 Technical Specifications Kent Standard Plans Supplemental Information (Release Form and Summary of Information) Supplemental Information (Maps) Supplemental Information (Meter Photos — Northwest Zone) Supplemental Information (Meter Photos — Northeast Zone) Supplemental Information (Meter Photos — Middle Zone) Supplemental Information (Meter Photos — Southwest Zone) Supplemental Information (Meter Photos — South Zone) Supplemental Information (Meter Photos — Southeast Zone) Traffic Control Plans Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through January 9, 2018 up to 12:45 p.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 1:00 p.m. for the City of Kent project named as follows: 640 Pressure Zone PRV North Project Number: W20055 The project consists of installing approximately 618 individual small pressure reducing valves (PRV), varying in size from 3/4 inch to 2 inch, including site restoration, asphalt paving, cement concrete sidewalk, and other work all in accordance with the Kent Special Provisions, Technical Specifications, and the WSDOT Standard Specifications. The Engineer's estimated range for this project is approximately $1,800,000 - $2,200,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Bryan Bond at 253-856-5662. 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. Paper copies of the plans and Kent Special Provisions may be purchased at a non-refundable cost of$50 for each set. Plans and specifications can also be downloaded at no charge at KentWA.aov/doing- business/bids-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 must be included with the bid. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 14th day of December, 2017. BY: Kimberley A. omoto, City Clerk Published in Daily Journal of Commerce on December 20 & 27, 2017 and January 3, 2018 Page 3 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date I- uq' I 1� This statement relates to a proposed contract with the City of Kent named 640 Pressure Zone PRV North Project Number: W20055 I am the undersigned bidder or prospective contractor. I represent that - 1. ave - 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 T) 0 '� BY: SIGN URE/.TITL F13 6 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) 640 Pressure Zone PRV North/Bond J December 14, 2017 Project Number: W20055 Page 4 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. 1 have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract, I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract, the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract 1, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. By: t. C, For-, Title: Date: 640 Pressure Zone PRV North/Bond 2 December 14, 2017 Project Number: W20055 Page 5 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. 640 Pressure Zone PRV North/Bond 3 December 14,2017 Project Number: W20055 Page 6 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. 'C' 1, the undersigned, a duly represented agent of Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as 640 Pressure Zone PRV North/Project Number: W20055 that was entered into on the (Date) TP>P -, between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1,2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. By: VUw"N fKk A- For: Title: Date: 640 Pressure Zone PRV North/Bond 4 December 14, 2017 Project Number: W20055 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 T-' The undersigned hereby certifies that has examined the job site and construction details of the work as outlined on the Mans and described in the specifications for the project named 640 Pressure Zone PRV North/Project Number: W20055 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, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS including Haul Per CY Any bids not filled out properly may be considered non,-responsive. 640 Pressure Zone PRV North/Bond 5 December 14,2017 Project Number: W20055 Page 8 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www,bxwa.com-Always Verify Scale ITEM SECTION APPROX. ITEM UNIT TOTAL, NO. NOS. QUANTITY PRICE AMOUNT Technical 524 3/411 PRV Installed for 5/8" or 1000 Specification 01200 EACH 3/4" Meter Per EA Technical $ 1005 specification 31 ill PRV Installed for 1" Meter $ 01200 EACH Per EA 1010 Technical 5,7 1-1/2" PRV Installed for 1- $ AWW$ JW/45D'0-) Specification 01200 EACH 1/2" Meter Per EA Technical 6 2" PRV Installed for 2" Meter $ qo,;.00 $ �toj�sboo 1015 Specification 01200 EACH Per EA 1020 Technical 500 Additional Service Line $40,bo $ A(), Specification 01200 LINEAR Per LF FEET Technical o- KU) $ Nqjcv-ot) 1025 Specification 150 Potholing for Waterline LK) 01200 EACH Per EA -D. bo () $ 1030 Technical Specification 10 Relocate Irrigation $ )/I ,. [ 111"o 01200 EACH Per EA echnical 10 —10 1035 SpecifiT cation 35 Relocate Water Meter $ qbb ' ' D $ �115 01200 EACH Assembly, Reuse Existing Per EA Water Meter Box 1040 Technical 1 Relocate Water Meter $ 1050.9)$ Specification 01200 EACH Assembly, Provide New Metal Per EA Water Meter Box 1045 Technical 8 Replace Water Meter Box $ qbotb$ 1100t) Specification Per EA 01200 EACH 640 Pressure Zone PRV North/Bond 6 December 14, 2017 Project Number: W20055 Page 9 Provided to Builders Exchange of WA. Inc, For usage Conditions Agreement see www,bxwa.com-Always Verify Scale ITEM SECTION APPROX. ITEM UNIT' TOTAL NO. NO. QUANTITY PRICE AMOUNT 10 0 1-0 ,7 1 Mobilization $ j 1g01 �• WSDOT LUMP SUM Per LS 1.055 1-10.4(1) 1 Project Temporary Traffic er L� 55l KSP LUMP SUM. Control P 1060 8-01.5 1 Temporary Erosion/Water 10,000.00* $10,000.00 WSDOT FORCE Pollution Control Per FA ACCOUNT *Common price to aIN bidders 106' 1-07.15(1) 1 SPCC Plan $ WSDOT LUMP SUM Per LS 1070 1-04.4(1) 1 Minor Changes $1 ,C00.0(l* 15,000.00 WSDOT CALC Per CALL *Commons price to all bidders Sub Total LLL I 160 -- 10% WA State Sales Tax $— ,.. 14 ' t • Total Bid 640 Pressure Zone PRV North/Bond 7 December 14, 2017 Project Number: W20055 Page 10 Provided to Builders Exchange of WA„ Inc. For usage Conditions Agreement see www.bxwa.com-Always Verity 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: 40 Pressure Zone PRV North Project Number: W20055 Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE 640 Pressure Zone PRV North/Bond 8 December 14, 2017 Project Number: W20055 Page 11 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.loxwe,corn-always Verify Scale SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: Project Name: 640 Pressure Zone PRV North Project Number: W20055 - Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: Plumbing Subcontractor Name: Electrical Subcontractor Name: Signature of- er Date &V\Tb-YJ V -%? 1STW(_TWY� 640 Pressure Zone PRV north/Bond 9 December 14, 2017 Project Number: W20055 Page 12 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 INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT, THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. 640 Pressure Zone PRV North/Bond 10 December 14,2017 Project Number: W20055 Page 13 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 81D. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT"IN A DETERMXNA TXON THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOXD- 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 n t to e mi leading. SUBMITTED BY: NAME: .7 r AD DRESS: ; PRINCIPAL OFFICE: ADDRESS: oli PHONE: FAX: STATUTORY REQUIREMENTS - Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business identifier number. 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under 640 Pressure Zone PRV North/Bond 11 December 14, 2017 Project Number: W20055 Page 14 Provided to Builders Exchange of WA, Inc, For usage Conditions Agreement see www.bxwa.com-Always verify Scale 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). 1.5 Provide a signed statement, signed under penalty of perjury by a person with authority to act and speak for your company, that within the three- year period immediately preceding the bid solicitation date, your company is not a "willful" violator as defined in RCW 49,48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. SUPPLEMENTAL CRITERIA — Established by the City to determine bidder responsibility 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? ",: 2.2 How many years has your organization been in business under its present business name? 2.2.1 Under what other or former names has your organization operated? 2.3 If your organization is a corporation, answer the following: ' 2.3.1 Date of incorporation: 1"y 2.3.2 State, of incorporation: 2.3.3 Presidnt's name: 0_M<,L �,A 1, (s)- (l, Cfk J" V 2.3.4 Vice-presidente 's namei > 2.3.S Secretary's name: 2.3.6 Treasurer's name: 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and: name the principals: 640,Pressure Zone PRV North/Bond 12 December 14, 2017 Project Number: W20055 Page 15 Provided to Builders Exchange of WA, Inc, For usage Conditions Agreement see www,bxwa.com-Always Verify Scale 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally 'f t7 qualified to do business, and indicate license numbers, if applicable. 3.2 List jurisdictions in which your organization's partnership or trade name is filed. 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. c"r, Cm i A, J 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 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? 4.2.3 Has your organization filed any law suits or requested arbitration, with regard to construction contracts within the last five years? �J(.-, 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.) �,)C) 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. ", 1 Y- 4.4.1 State total worth of work in progress and under contract: 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost- of the work performed with your own forces. 4.5.1 State average annual amount of construction work performed during the past five years: 4.61 On, a separate sheet, list the construction experience and present c,ommitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment., (".36fe WIFIC 640 Pressure Zone PRV North/Bond 13 December 14, 2017 Project Number: W20055 Page 16 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxw@.com-Always Verify Scale 7. SIGNATURE 7.1 Dated at this day of � . �'A ("'k 2018. Name of Organization:By: 7.2 ����� ��� " f �,�, .�� � ,..� , 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 "I day of ._ i ;d , 2018. ( I Notary Public: lu�2M -- . My Commission aspires: Notary Public State of Washington CHARLOTTE A ELMORE [Myppointment Expires Aug 26, 201'9 640 Pressure Zone PRV Northfflond 15 December 14, 2017. Project Number: W20055 Page 18 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa,com-Always Verify Scale Department of Labor and Industries PO Box 44450 NORTHWEST CASCADE INC Olympia, WA 98504-4450 Reg: CC NORTHCI148BG UBI:279 049 249 Registered as provided by Law as: Constrtictlon Contractor (CC01) GENERAL NORTHWEST CASCADE INC Effective:.Date„I/7/1986 PO BOX 73399 txptration Date:-10/2/2019 PUYALLUP WA 983730399 CNW NORTHWE-ST CASCADE INC , POST OFFICE BOX 73399.PUYALLUR WASHING I CN 98373/1 OLL MEE 800-'�A,2-4442 January 11,2018 City of Kent 220 4t" Avenue S. Kent, WA 98032-5895 Re: Project No. W20055 Itern: 1A , 1.5 1, Greg Potts, CFO for Northwest Cascade, Inc., do hereby state that Northwest Cascade, Inc. is not and have not been disqualified from bidding on any public works contracts under RC W 39.O6.O 10 or 39,12.065 (3) in the past 3 years. Furthermore, Northwest Cascade, Inc., has not been a violator as defined in RCW 49,48.082 of any provisions of chapters 49.46, 49.48 or 49.52 RCW, in the past 3 years. Respectfully Submitted, Gi-eg Potts Greg "0 GP/jp RESOLUTION OR CORPORATE AUTHORITY OF NORTHWEST CASCADE,INC. Be it resolved that any of the four persons,CEO/Chairman Mark R.Perry,President Carl Liliequist,Chief Financial Officed5ecretary/Treasum Gregory A.Potts,Clinton B Myers,acting singly,shall be and hereby is authorized and empowered,on behalf of Northwest Cascade,Inc.,to execute contracts,letters, authorizations,commitments,proposals and other documents In the normal course of business relating to the following matters: 1. Contracts for work or materials to be furnished or supplied by the Corporation, Northwest Cascade,Inc. 2. Collection of amounts due for work or materials of Northwest Cascade,Inc. 3. Filing or release of liens,or claims against bonds or retained percentages,for work or materials furnished by Northwest Cascade,Inc. 4. Any and all matters related to any of the above and foregoing. This authority shall remain in effect until revoked by action of the Board ofDirectors. Dated this Iat day of April 2015. L taryrl'reasurer 1 certify that this is a true copy of the Resolution dated April 1,2015. A 41 CEO Date Home Espanol Contact Scarab L&I � UuV J p A-2 Index Help My L&&T Safety&Health Claims&insurance Workplace R"ghts Trades&Licensing Washington State Department of Labor & Industries NORTHWEST CASCADE INC Owner or tradesperson PO BOX 73399 Principals PUYALLUP,WA 98373-0399 253-848-2371 LILIEQUIST,CARL ANDERS,PRESIDENT PIERCE County POTTS,GREGORY ALLEN,TREASURER HEWES,CAMERON(MORES,DIRECTOR marianl,gamy e,DIRECTOR Gorski,Donald Joseph,DIRECTOR Jones„Harvey Norton,DIRECTOR WINGARD,WILLIAM R J'R,SECRETARY (End:0911612013) Diklich,John Martin,PRESIDENT (End:09/2112015) BARGER,STEPHEN Richard,VICE PRESIDENT (End:09121/2015) PERRY,MARK Roger,SECRETARY (End:1 0127/20'15) Doing business as NORTHWEST CASCADE INC WA U61 No. Business type 278 049 1'49 Corporation Governing persons CARL LP.LIEQ UIST CUNT MYERS; GREG POTTS; J R INMAN; MARK R PERRY; RON INMAN; License Verify the contractor's active registration 1 license 1 certification(depending on trade)and any past violations. Construction Contractor Active. (Meets current requirements. License specialties GENERAL. License no. NORTHC1148BG Effective—expkatlon 0110711986-1010112017 Bond Fidelity&Deposit Co of MD $12,000.00 Bond account no. 09090648 (Help Its Improve Received by L81 Effective date 09117/2012 10/01/2012 Expiration date Until Canceled Bond history Insurance Zurich American Ins Co $1,000,000.00 Policy no. GLA-0136424-02 Received by L81 Effective date 09/2712016 10101/2016 Expiration date 10/0112017 Insurance history Savinos No"savings accounts during the previous 6 year period. Lawsuits against the bond or savings iio wsuits sgalt fliaond"or aav gs accounts during the previous 6 year period. L&I Tax debts No L' i tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you(know if the business has employees?If so,verify the business Is up-to-date on workers'comp premiums. L81 Account ID Account Is current. 266,081;Q6 Doing business as NORTHWEST CASCADE INC Estimated workers reported Quarter 1 of Year 2017"Greater than 100 Workers" L81 account contact Employer Services Help Line—360-902-0617 Workplace safety and health Check for any past safety and health violations found on jobsltes this business was responsible for. Inspection results date 1210212016 No violations Inspection no. 317942954 Location 10th Ave S Tacoma,WA 98444 Inspection results date 11M512016 No violations inspection no. 317942177 Location 230 County Line Road Pacific,WA 98047 Inspection results date i1M612016 Under appeal.The results of the inspection are being challenged. Inspection no. Date of appeal 317942366 01/12/2017 Location Help us improve 10412 John Bananola Way E Puyallup,WA 98374 Inspection results date 02f1=016 Violations Inspection no. 317938663 Location 23602 Rim Road Graham,WA 98338 ........... ....... Inspection results date 0310912015 No violations Inspection no. 317935282 Location N.30th St and N.Tyler St Tacoma,WA 98407 .11.11.11---.-............. ......... Inspection results date 0912412014 Under appeal,The results of the lnspacftn are Inspection no. being challenged. 317424647 Date of appeal Location 0212412017 Des Moines Memorial Drive Des Moines,WA 98198 Inspection results date 1210412012 No violations Inspection no. 316267576 Location 1-90,East of the Snoqualmile S Snoqualmle Pass,WA 98373 ............. ............. CVVar,htngtDn State Dept of Labor&Industries.Used this site is subject to the lam of the state of WaMkVon. Help us Improve C d m m 0 v V Q a. m o a` c a o Q, 0 8 0 0 0 8 0 0 0 0 O 000 acoi N to Ol N co Go t� O m a 3 co aco o � � a I is v_ u� to vpp: o co C try cn V C,9 69 EA 69 b9 69 fiT w fA co L � o a E 0 O O 0 0 O ct� � eE — o o E ccm o to c caa ° a� co Q0 ' a a z pa N O a O W a. 0 M 0 a > _ c m W E E o. U 0 0 0 U in C9 a c U V V 0 U L CD C� 0 ) ° caoc00 W Y = c aNC � � O aw :nLo J 7J-O, � � gJ � e * OR o� e� o� o�° oEc o ova' U. coocoowP-1- 0cooa� a� a In ao � la to cooGoaa w to oGoocoo 3 O N m m m V) v m m m co CO LO to Itd to (0 Q r e- rrrr rrr rrrV- re- rr O O O O O O O O O O O O O O O O >< ° N �V �VN �IN �V �IINNNNNNNN � �p ` �pp Q V rrOr � N O NONCD� LL 1A0 a,s oaooc. cl� cca� � � 0 cl co rr rr LOOC� C� CI Q 3 Q Q ° a �QQQaaaaaYQQaa 0 -� SO EE � EEEaE � mEEEE o '� 88 � 888 �, 8mo8888 ZULL hhmhI- hOhamI- I-- E- H- m W m E c Q > c .. W m v, `° .� ° ,s math a� E ? 0 3 0 m & 0 � c � c � tA m Z om � .� c .c o a,� vib � mQva m 3 m3 pmU= � c ppasc� L- pp � � o � c .- fir DX: (D LLCom N V- IL coN st0 (o000Q tO T- W LOM0aW W) r O 0 0 0 N 0 tD N (O H M CD O N M N 0 69 Cy rm1- tV m *4r0 000CD0) MCO0> M �+ NCDV, U*jWrtONM ONC41 O- BOO LO VJ O LO O r h. l% of tO (o O to 0)e=r�M LO La(D 0) M CD co M to m LA ++ +' I-- I.- OrOetC Op� MrOfD0U) NtONMNr �I� MtC1tDa- Cf f� N1p V O_ rrr I� rr 6969EAd36l}V3,69696961?60M6Rd3.696969 m Q a CI. ® 0 (6 y N td 'gyp C3 E ECL (C l9 � LC fC W L3 c� O o m � ° m8t°' tom' , g0c8c`MaM0 O ZO � - h oh ~ �" OhUmF- hF- F- O O m 0 0 0 0 0 0 0 0 0 0 0 0 UL) -mi 00000CLL) UUU m a G V. T' V- � °r° T. m ' -' 0 g Q < C� m Q a •m. o o - m Q Cp Cl O p O O p O O E N tip N o0 0Oo O U m b i Cl) 14, C13 Co m C to l4 tt tOA �f! tt d. toN -• O N r Q c+rj Qj Ilj mv co�r r r N T- C 7 V 69 E9 69 t!) 69 69 W. 69 69 U o � M C o o CL c -or c c = Op_ E CDC- U o (9 V Uq U m 2 C $ a m � (D a a = Q Q _ a m Y E Z m E L L r m d m - v t o y t O C .. W m LL > �c u, c w m o j m = D d �_ _ 'E vE, E v as C.) 0 m C7 Key Personnel Experience and QualiIIcations Name and Title: Clint Myers,Construction Manager Education: B.SJ 2005/Construction Management 1 Central Washington University Summary of Experience and Qualifications Mr-Myers Cascade,Inch,Mr.My over ers years of experience in the Construction Industry.During his 11 year career with Northwest responsible forprojects Participated as a Project Manages on many large utility/road building projects. He has been ranging in value from$10,000 to$10,000.00+. Mr.Myers has managed projects throughout Western Washington including water system improvements,storm main sanitary sewer installation and roadway improvements. drainage facilities,gravity and force Name and Title: . Michael li{hvley,General Superintendent Summary of Experience and Qualifications Mr.KivleY,has over 30 years experience in the construction Indiusty. During the 6 years with Northwest Cascade, Inc"Mr.Kivley has participated as a Superintendent on numerous Large utility/road building projects. He was involved with projects ranging in value from approximately$100,000 to$10,000,000+. Mr,Kivley has supervised Projects throughout Washington state including capital improvement projects,water system improvements,storm drainage facilities,gravity and force main sanitary sewer installation and roadway improvements,and retention Name and Title: Claris Quesenbury,Project Manager Education: B.SJ 2002/Construction Ma nagement/Central Washington University Summary of Experience and Qualifications During big 13 year career with Northwest Cascade,Inc.,Mr.Quesenb has participated as a Project Manager on responsible for many large utility projects. He has been g in projects ranvalue from$1,000 to$2,300,000. Mr. Quesenbury has managed projects throughout Western Washington including water system improvements,storm drainage facilities,gravity and force main sanitary sewer installation,sewer pretreatment systems,septic system installation(s),and roadway improvements. Name and Title: Robert N.Albornoz,Jr. P.E. Education: B.S./1997/Civil Engineering,University of Washington Active Registration: 1. 2005/P.E./Washington/41769 2. 2006/P.E./Virginia/41717 3. 2006/P.E./Maryland/32971 4. 2007/P.E./Georgia/31795 S. 2007/P.E.!North Carolina/32818 6. 2007/P.E./Idaho/13027 Summary of Experience and Qualifications During his 14 year professional career in wastewater engineering, Mr. Albornoz has participated as a project engineer, estimator, technical drawings manager and/or technician on a variety of onsite wastewater treatment designs relating to residential, small community and/or commercial applications. He has been responsible for design/build projects ranging in value from$25,000 to $3,000,000. Mr. Albornoz has designed or been directly involved with specialty wastewater treatment projects across the United States including S.T.E.P.collection,gravity sewer collection, Nibbler pretreatment systems, Bioclere treatment systems, decentralized sewer treatment applications,detention ponds,UV disinfection,recirculation gravel filters,mound systems and dispersal techniques such as spray irrigation,drywells/seepage pits,pressure distribution and drip disposal. Key Personnel Experience and Qualifications—Page 2 Name and Title: Micah Thompson,Education: B.S./2014 Project Manager/Estlmator Business Administration/Central Washington University Summary of Experience and Qualifications Mr.Thompson has over 9 years of experience in the Construction industry- Cascade,Inc.,Mr.Thompson has p During his 2 year career with Northwest mP Participated as an Assistant Project Manager on several utility/road buil ding Projects.He has been involved with projects ranging in value from a ro Thompson has assisted in PP xunately$50,000 to$4,300,000 Mr. managing projects including water system improvements,storm drainage facilities, gravity and force main sanitary sewer installation,and roadway improvements. $ S � $ $ 8 8 81 $ 8 $ 8 $ 88 $ $ g88 $ g '� � � 80 � �oo� m � �5 � 25 � a2s�5 �gp � 8i5 �SZcpd � i5 � 2525 � � � N r � r •�" f � m � p ' A3 . �o a r r r r r r r r M r r r r ^ r r r ^ r a n m r fcv8 m N N N ' ^ ^ r rrr .- � PF� PP � or g � � � Iie � tr 3 $ a � Ffi luI19999 n' N & QQ oo oo pp OO pp op pp CC o C G oo 0o oo pp poS O $� pp O �p Oj pp S 8 S pp O O O pp S pp tl S S 8 O pC O 8 S pp S pC O pp O O S S O O S S S 6 S S S O O S '�ixpp O O p O s O� �Op e17�f O O S S O p O O O O O O OC OG �C � O O O G O O O C Cf p O 0 NO � a - .- r e- - - - r r .- r - �- r e- - Z ' •- —•- e- •- '- r r •- •- ^ r r •' r r r r ta�rQa tQ� Shu Ii S [�mm±S( go tL V Gi V U N q� �{yy �{ pqp n m o � � N �Oil ra co a O J K F• W !- � r ♦.r F 1- O a O 8 .9 li. so O O G C 0 0 0 0 W r Zpp r r r r .- — r - r r �p rp �- r r• r r � r r C COm1 r m r a tg p W g W� N gyvg�t i� C1 W W w W in "j c� y, C1 CJ C7 U C9 Ul coo r r M p) w i3 p: O O O CN WZ G er4i i e�i Cq e°R S a o o S S c o R o o d a o 0 0 0 o n o 0 o d Q o 0 0 0� r r r r r r r r r r r r_ r r r r r r�' r � r .- r r r r r r rr. rar N th U -� ui i � $ x $ $ s � � c� � � c`3x $ � � p A R2 �R2 R o0 0 � N .� N 2 p a C 0 0 0 G O G O O O p p S p p p p O O g sgill O O m $ S $ g 8 $ 3 S 8 $ 8 S 8 8 8 8 8 8 S 8 8 8 8 ao d o$ S2 o c d a o 0 o c d o d c o o 0 o c o c c o o c c c o d n e m N m oqf� NCO tttLLLL GGGSSS m oQ � 5 ° ,►►�a 4 Q a c xX aim xx Cc Ix o 4IL oc�xi (Lid RX a IL a o $ $ O O O O O O O O C O C G p QQ p G O C G p C C G O C t7 R g 8 8 O O O O p p 0 C fit O ^ A ^ A N b t1! � ^ 3 m CL m m 3 e ai S $ $ $ $ � o d o d o 0 o d o d o o $ 8 $o 0 o ci o c c a c o 0 0 0 0 0 0 l aw 2 r r r r r r '- .- r •- .- r r r r r g r r r r r F $ F3 rra $ W LL U }C U' W Ly gr Cr'J gr S as �F T L N (V a o LA W o a m N V) C7CD4 A S $ 8 S 8 8 g 8 8 $ o o c o 0 0 0 0 $ $ S 8 ¢ 8 8 8 $ 8 8 8 8 ��- 000 �, `� oco00 $ cgeco $ O08 $ a8 $ O cc r W W f0 A � G N Z Z A d r 1`ga�Q�7 {{(�yyyyyy( �mp� o o In r. �i c ? w QQ Y 0 ti! � K 0 m� n g W �g � s c < � � aaxv� 5$g7J A A A A A A m co uj o � In J iQ x 8 8 $ 8 $ 8 $ 8 8 8 $ 8 8 8 8 8 8 c c o c o 0 0 $ 8 8 8 8 8 8 8 8 8 o 0 0 0 0 0 0 0 0 0 o C� 22�SS t p W W W W z° 1Q i T egQ N N 41 Q Q tu CL 02 o co } a s a co co CM W o W . W � a K o > 5. REFERENCES 5.1 'trade References: 5.2 Bank References: , s� ` Gi1� f l ° '�Il .;G :, C t L 5.3 Surety: 5.3.1 Dame of bonding company: 1 "'�' t ' ' 5.3.2 Name and address of agent: 60 �� � 6. FINANCING 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organizations latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 640 Pressure Zone PRV North/Band 14 December 14,2017 Project Number: W20055 Page 17 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa,com-Always Verity Scale NORTHWEST t�catr ��s�eorx.�a2�sa�.� `arc. 7 07.584- .4 Credit Department. We hereby request an opar►account We submit Ste�sNNciuvNr�g Nnt`arma r�your company Your revNew Under '� name of Northwest Bank: �atien Cascade, Inc. Wells Fs►'ga Bank 1.201 Pacific Ave Tacoma, WA 98402 Contact Michelle Newman Insurance Broker' PHONE N HONE 253-593-57780 FAX 253-593-52,5 Max Henley ' PmpeN Ji suranc,e P. 0. Box 11205 Tacoma, WA PHONE 8 26 2200 AcGounts Payable FAX 26a.762,8659 U,B.N. Number.- Shari NVagrOdski Cer�trac ar`s License NumberC278-049-149 53-�48�3 1 x 441, Federal LID, Plumber: t''NQRTHCN1488G ErnptOyrnenl Security, �"WVor er'a CQrn 1-0826936 N�);307161 References: eferenc s Rarldles Sand and Gravel Inc. 19209 Canyon Rd. E. Puyallup, WA 98 75-2310 PHONE 253.531. 8pp FAX 253.847,4397 Williams o. Filter Shope Enterprises, inc Service Co. 1247 Puyallup Ave 1618 E Main,Ave Tacoma,''WV'e 98421 N'uysNtup,lPWa 98372 PHONE 253,627.8163 . FAX�3.627,823 PHONE 263.848.1 551 FAX 253,864.61'72 Continue bequest for Credit Aunt 9 2 Ownert0mbers• Mark R CEO 8trrne ft BOard S12 8 Wilton Rd Tam.WA gaoS Caff 7INequist`Presid 1880 ent 36&Ave se Rem.WA 98M Greg A � CFO 17916 i0e St E Bonney Lam;WA 98381 Horlhwast Cascade, Inc.p � Of concrete p�uc� lndustriai pum to (septic tanks), a s:under8raund�{p 9. geatechno! mom serves .manufacturer°� aa�s,and manufactu��o f con We operate u . sept$9e pumping. drain �r under the fob mimes:Ho c�ea or'-stte pretreatment s3�terrts�. We woZd Money Bedcetam, WCs aPPreciate being RohaWics� tronbc. Dun$ atre®t num a19 p unfit 5083�b1lshed under t o o f a It is our any addtttonal inf ZM9 O jsN t Cascade. Gnc. Our the Preceding to tenth of each rtronth a p Please adv�. e�lulPment number when �o�`a�have been been in row�aPared Invoices iMarmation on 9teir lnvot �an order. in t Arovkle tt reed by the�d of Our ass You of fi statement request our eupp�two lie Q OW required our l�easton mely Payment do ds required information will enough for 'pon Qp��°�a being comp , g For asaistancend in a. ^ Witham the Payment unfit that ir�onrratio�is suppled, s Please call me at 263.848.2371. Sincerely, CFQP offs BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes This certification is required by state law (RCW 39,04 350(2)) to be submitted to the City before the contract can be awarded, The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (January 9, 2018), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. 1kEt):� E ) Bidder's Bu mess Name Sig'n`a`rur�e' orized Official* Printed Name Title I —S. Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. 640 Pressure Zone PRV North/Bond 16 December 14, 2017 Project Number: W20055 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 sixty (60) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s 1-1 -1 -1 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: )c 31 Wes aft&Ar\C- NA ,D "D Si ,m re of A fli(225-e-7dr-K—t-ep r e s e n t a t i v e 'M (Print Name and Title) PI Address It LAJA A110r, 640 Pressure Zone PRV North/Bond 17 December 14, 2017 Project Number: W20055 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS� That we, _Northwest Cascade Jnc,--'----.-- -r-r---------------------f as Principal, and Fidelity and I posit Company Mar as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Five PeLr nLC -Am ount sg— UaJ--QLBjd Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for- 640 Pressure Zone PRV North/Project Number: W20055 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee, or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY OF January 2018. North NorthW as 8.,-Inc. P IPAL DoSit 0 4siompjny of Ma lawn Fidelity and Depo SURETY Karen C. Swanson,Attorney-in-Fact 20 Received return of deposit in the sum of 640 Pressure Zone PRV Rorth/Bond 1 i December 14, 2017 Project Nuimber: W20055 Page 21 Provided to Builders Exchange of WA, inc. For usage conditions Agreement see www.bxwa.com-Always,Verify Scale ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Maryland, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by DAVID MCVICKER,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint Karen C. SWANSON, Julie R. TRUITT, Jamie L. MARQUES, Carley ESPIRITU, Christopher KINYON, Brent E. HEILESEN, Annelies M. RICHIE, Mary S. NORRELL, Heather L. ALLEN and Peter J. COMFORT, all of Tacoma, Washington, EACH its true and lawful agent and Attomey-in-Fact,to make,execute, seal and deliver, for,and on its behalf as surety,and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York.,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland.,and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8, of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 5th day of October,A.D.2017. ATTEST. ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND i ms SEAL •,,N�II•H*INV„ Secretary Vice President Michael McKibben David McVicker State of Maryland County of Baltimore On this 5th day of October, A.D. 2017, before the subscriber, a Notary Public of the State of Maryland,duly commissioned and qualified, DAVID MCVICKER, Vice President, and MICHAEL MCKIBBEN, Secretary, of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same, and being by me duly swam, deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. Constance A.Dunn,Notary Public My Commission Expires:July 9,2019 POA-F 180-2849B EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V, Section 8,Attorneys-in-Fact. The ChiC1'F'XCCL11iVe Officer,the President, or any Executive Vice['resident or Vice President may, by written instrument under the attested corporate sea], appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto; and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE 1, file undersigned, Vice President of the ZURICH AMFRICAN INSURANCE' COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile Linder and by authority of the following resolution of the Board of Directors orthe ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RE'SOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Sea]of the Company may be affixed by facsimile on any Power of Attorney...Any such [lower or any certificate thereof bearing such facsimile signature and seal sliall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by faCSjMilC Linder and by authority 0f`LhC following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURE.TY COMPANY at a meeting duly called and held on the 5111 day of May, 1994, and the following resohition of the Board ol'Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the I Oth day of May, 1990. Rt,,SOL V[,"D: "That the facsimile or mechanically reproduced sea]of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy ofany power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. INTI."STIMONY WI-11"Rf'OF, I have hereunto subscribed my name and affixed the corporate seals ofthe said Companies, this day of 201,�� 4__ 8EAL Michael Bond, Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT ALL REQUIRED INFORMATION TO: Zurich Arnerican Insurance Co. Attn: Surety Claims 1299 Zurich Way Schaumburg, IL 60196-1056 CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSIONr MINIMUM WAGE NON-COLLUSION DECLARATION 1, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in, any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal,, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. 640 Pressure Zone PRV North Project Number: W20055 NAME OF PROJECT 11K . NAME OF BIDDER'S FIRM SIGNATURE OF AW' ..M EPRESENTATIVE OF BIDDER 640 Pressure Zone PRV North/Bond 19 December 14, 2017 Project Number: W20055 BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name ....................❑ Orderof Contents.................................................................................❑ Invitationto Bid...................................................................................❑ ContractorCompliance Statement........................................................❑ Date............................................................................................❑ Have/have not participated acknowledgment.............................❑ Signature and address................................................................❑ Declaration - City of Kent Equal Employment Opportunity Policy ........❑ Dateand signature .....................................................................❑ AdministrativePolicy ...........................................................................❑ Proposal...............................................................................................❑ First line of proposal - filled in ...................................................❑ Unitprices are correct ................................................................❑ Subcontractor List (contracts over $100K) ..........................................❑ Subcontractorslisted properly....................................................❑ Signature....................................................................................❑ Subcontractor List (contracts over $1 million).....................................❑ Subcontractorslisted properly....................................................❑ Dateand signature .....................................................................❑ Contractor's Qualification Statement ...................................................❑ Completeand notarized ..............................................................❑ Certification of Compliance with Wage Payment Statutes....................❑ ProposalSignature Page......................................................................❑ All Addenda acknowledged .........................................................❑ Date, signature and address .......................................................❑ BidBond Form .....................................................................................❑ Signature, sealed and dated .......................................................❑ Powerof Attorney.......................................................................❑ (Amount of bid bond shall equal 50/6 of the total bid amount) CombinedDeclaration Form.................................................................❑ Signature ....................................................................................❑ ChangeOrder Form..............................................................................❑ Bidder's Checklist ................................................................................❑ The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. 640 Pressure Zone PRV North/Bond 22 December 14, 2017 Project Number: W20055 PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.F. Public Works Director 400 West Gowe 0 Kent, WA 98032 001 00-10- T Fax: 253-856-6500 KEN W A,ki it r o ry PHONE: 253-856-5500 Wlv'�WT= CITY OF KENT KING COUNTY, WASHINGTON 640 Pressure Zone PRV No,rth Projec r: W20055 ADDENDUM No. I January 4,, 2018 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 REFLECTED IN RED I - APPENDIX I - TECH NCIAL SPECIFICATIONS Page 01200-4 - Section 01200-1.4. 6. b�. - Payment REVISE the paragraph as follows: 6. Potholing for Waterline b. Payment: The unit bid price per linear foot in the Proposal for POTHOLING FOR WATERLINE shall include all costs of labor, materials, and equipment required for potholing for the existing waterline, backfill, and -Fe a4en--4 Site Restoration. Standard potholing dimensions are 6-inches wide by 4-feet long by 4-feet deep. The Contractor may elect to dig a larger pothole area at no additional cost to the City. Page 01200-5 - Section 01200-1.4 8. b. - Payment REVISE the pairagraph as follows: 0 8. Relocate Water Meter Assembly, Reuse Existing Water Meter Box b. Payment: The unit bid price in the Proposal for each RELOCATE WATER METER ASSEMBLY, REUSE EXISTING WATER METER BOX shall include all costs of stopping the flow of mrater for poly and copper pipe, removing and relocating the water meter assembly, meter box, associated piping, fittings, CP M AYO R SuZETrE C 0 0 K E reducers, connection to existing, excavation, backfill, adjustments to grade, restoration, and disinfection and testing for a complete installation as specified herein and as shown on the Plans and to the satisfaction of the Engineer. Page 01200-5 - Section 01200-1.4 9. b. - Payment REVISE the paragraph as follows: 9. Relocate Water Meter Assembly, Provide New Metal Water Meter Box b. Payment: The unit bid price in the Proposal for each RELOCATE WATER METER ASSEMBLY, PROVIDE NEW METAL WATER METER BOX shall include all costs of stopping thie flow of' water for poly and copper pipe, removing and relocating the water meter assembly, providing and installing a new metal water meter box, associated piping, fittings, reducers, connection to existing, excavation, backfill, adjustments to grade, restoration, and disinfection and testing for a complete installation as specified herein and as shown on the Plans and to, the satisfaction of the Engineer." Page 02050-1 - Section 02050-1-1 - Scope ADD the following to the end of this section: All costs associated with LOCA,rE EXISTING TIN ES shall be considered incidental and included in the project cost. Page 02500-9 - Section 02055-Part 3 - Installation ADD the following new section to the end of part 3: 3.13 RELOCATE WATER MUER The Contractor will be required to stop the flow of water as needed to relocate the water meter. The Contractor shall notify the Engineer and all water customers affected 72 hours in advance of shut off. The Contractor shall diligently pursue the water meter relocation so that the time required for the shut off is held to a maximum of 4 hours. In the event of a malfunction or damage, the Contractor shall notify and coordinate with the Engineer on a corrective action. All water meter relocation shall be completed the same day as it is started. The Contractor shalith-ne his operations so that the water will not be shut off overnight, over weekends, or during holidays. The following methods for shutting off water may be Used or as approved by the Engineer- Poly - crimp/lUncramp ain,d revise existing Copper - freeze line and reuse existing 2 When a galvanized service is discovered on a meter that requires relocation, tfrie Contractor shall notify the engineer and coordinate replacement. All costs for- replacing galvanized service lines including restoration will be paid as o force account per the provisions of the 'Contract. The Contractor shall inspect the ter meter prior to relocating to verify the presence of "tOLK11--read" style water ureters. Upon identifying touch- read style meters the Contractor shall notify the City of Kent. The Contractor is not reqUired to reconnect electrical l components of tOLIch- read style water meters. Page 0295 -7 -- Section 02950-Part 3 - Execution the following new section to the end of part 3, 3.10 POTHOLING RESTORATION The Contractor shall notify the Engineer and all water customers affected 72 hours in advance of potholing. . All costs � ssocl to with Potholing restoration shall be considere� incidental to the Project cost. Potholing restoration materials shall be as follows or approved by the Engineer. Unpaved areas shall be restored with SUita le n ti° e material or gravel borrow meetin Standard Specification -lt .t t. and s ini rani of 6 inches topsoil according to Section 02950 and appropriate surface restoration approvedby the Engineer. Paved areas shall be restored m4th suitable nature material or Crushed Surfacing Top COUrse according to Section 02700 ands h It and/or concrete as appropriate and approved by the Engineer. All plotholling shiie,ll be completed and the trench backfilled the same day as it is started. The Contractor shall time its operations so that potholing trenches will mot be left unfilled overnight, over weekends, or during holidays." END OF ADDENDUM No. 1 ,0 Chad Bieren, P.E. Date Deputy Director/City Engineer 3 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. 640 Pressure Zone PRV North/Bond 28 December 14, 2017 Project Number: W20055 EXH I B I T 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. 640 Pressure Zone PRV North/Bond 29 December 14, 2017 Project Number: W20055 EXH I B I T A (Continued) F. Acceptability of insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. 640 Pressure Zone PRV North/Bond 30 December 14, 2017 Project Number: W20055 KING COUNTY, WASHINGTON I ONS FOR 640 Pressure Zone PRV North Project Number: W20055 I DS ACCEPTED U T I L BID OPENING January , 2018 January , 2018 1 . DELIVER TO I TY OF KENT, C I TY HALL 2200 4th Avenue S., Kent, WA 98032-5895 TO MOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KENTT W A S H I N G 7 0 N I NDEX Section 1 Bidder's Package Section 2 Payment and Performance Bond and Contract Section 3 Table of Contents Section 4 Kent Special Provisions Section 5 Technical Specifications Section 6 Kent Standard Plans Section 7 Supplemental Information (Release Form and Summary of Information) Section 8 Supplemental Information (Maps) Section 9 Supplemental Information (Meter Photos - Northwest Zone) Section 10 Supplemental Information (Meter Photos - Northeast Zone) Section 11 Supplemental Information (Meter Photos - Middle Zone) Section 12 Supplemental Information (Meter Photos - Southwest Zone) Section 13 Supplemental Information (Meter Photos - South Zone) Section 14 Supplemental Information (Meter Photos - Southeast Zone) Section 15 Traffic Control Plans Section 16 Prevailing Wage Rates 0 PAYIME-iNIT AND PEkRF0RU1A1\10E ru,()No 11<E, 1-0 CITY OF Kr--bl-F Bond No. 09268887 KNOW ALL MEN BY THESE PRESENTS; Northwest Cascade, Inc. That we, the undersigned, as Principal, and Fidelity and Deposit Comapny of Maryland a Corporation organized and existing under the laws of the State of Washington, as a Surety Corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are jointIV, and severally held and firmly bound to the CITY OF KENT in the penal sure of s 1,64 774.50 together with any adjustments,, Lip or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, dLIly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of 640 Pressure Zone PRV North/Project Number: W20055 (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 tirne as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. 640 Pressure Zone PRV North/Rond 23 Project Number: W20055 December 14, 2017 LA ? 81 I LNN S S ES: Northwest Cascade, Inc. ol ..� )rirtcip�tl's rare abc�vc�y FINCIPApL ent rl g TITLE: DAB-E: ------------. __.m��....� DATE: CORPORATE SEAL: PRINT NAME DATE:. ~- - — t " -- ----- Fidelity and Deposit Company of Maryland S U ET1' CORPORATE SEAL: BY: CRATE: January 24, 2018 TITLE Caren C. Swanson,Attorney-in-Fact ADDRESS: 800 Fifth Avenue, Suite 3800 Seattle,WA 98104 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Who signed the said bond on behalf of the Principal of the said Corporation; that I know his signature thereto is genuine, and that Bond was duly signed, sealed, and attested for and in behalf of said Corporationab authority of its governing body, y SECRETARY OR ASSISTANT SECRETARY 640 Pressure Zone PRV North/Bond Project. Nurnber: W20055 24 December 14, 2C}77 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by DAVID MCVICKER,Vice President,in pursuance of authority granted by Article V, Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint Karen C. SWANSON, Julie R. TRUITT,Jamie L. MARQUES, Carley ESPIRITU, Christopher KINYON, Brent E. HEILESEN, Annelies M. RICHIE, Mary S. NORRELL, Heather L. ALLEN and Peter J. COMFORT, all of Tacoma, Washington, EACH its true and lawful agent and Attomey-in-Fact,to make,execute,seal and deliver,for,and on its behalf as surety,and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York.,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland.,and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF,the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 5th day of October,A.D.2017. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND vr• 'ram L ��4 n �r,,,,q,, SEAL Via;, s 1 J Secretary Vice President Michael McKibben David McVicker State of Maryland County of Baltimore On this 5th day of October, A.D.2017, before the subscriber, a Notary Public of the State of Maryland,duly commissioned and qualified, DAVID MCVICKER,Vice President, and MICHAEL MCKIBBEN,Secretary, of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same,and being by me duly sworn, deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,1 have hereunto set my hand and affixed my Official Seal the day and year first above written. 44y11,1„,,' Constance A.Dunn,Notary Public My Commission Expires:July 9,2019 POA-F 180-2849B EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V, Section 8,Attorneys-in-Fact. 'file Chief Executive Officer, the]'resident,or any Executive Vice President or Vice['resident may, by written instrument under the attested corporate seal, appoint attorricys-in-fact with authority to execute bonds, policies, recognizances, Stipulations. undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE 1. the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN 9 CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8,of the By-Laws of the Companies is still in farce. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the followino resolution of the Board of Directors of the ZURICH AMERICAN INSORANCE COMPANY at a oreeting,duly called and held on the 15th day ol'December 1998. RESOLVE'[): "That the signature orthe President or Vice President and the attesting signature of Secretary,or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such ]lower or any,certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile Linder and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURF'TY COMPANY at t meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the I Oth day of May, 1990, RE'SO LV E`D: "That the facsimile or mechanically reproduced seal ofthe company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary or the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. INTESTIM WHEREOF, I have here i Ito subscribed my name and affixed the corporate seats of the said Companies, this day of O�2 o�*o 3EAL I JM ............... Michael Bond,Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT ALL REQUIRED INFORMATION TO: Zurich American Insurance Co. Attn: Surety Claims 1299 Zurich Way Schaumburg, IL 60196-1056 CONTRACT THIS AGREEMENT, is entered into be een th CITY G ICE Washington municipal corporation ("City") and . organized under the laws of the State of located and doing business at ("Contractor").. WITNESS: In consideration of the terms and conditions contained in this Agreement and in the project documents, plans, and specifications all of which are a part of this Agreement, the parties agree as follows: 1 . The Contractor shall do all work and furnish all tools, materials, and equipment for, 640 Pressure Zone IPRV No,rtha/Praject Number: W200,5 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 2016 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 2016 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 (1 p) days after the City issues its Notice to Proceed and be completed within sixty (60) working days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing all the work provided for in the Contract, except where the specifications allocate that responsibility to 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. , 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. . It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. 640 Pressure zone PRV North/Bond 25 December 14, 2017 Prrject Number: W20055 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. 640 Pressure Zone PRV North/Band 26 December 14, 2017 Project Number: W20055 CITY OF KENT BY: DANA RALPH, MAYO DATE: ATTE T: 0 . &ik KIMBERLEY A OMOTO, CITY CL RK APPROVED A5 TO FORM: KENT LAW DEPARTMENT CONTRACTOR m BY. PRINT NAME: , TITLE: 1� r DATE: �"� ''�� 640 Pressure Zone PRV North/Band 27 December 14, 2017 Project Number: W2 055 Client#: 12831 NORTCASCI ACORDTM CERTIFICATE OF LIABILITY INSURANCE D TE 1/30/20 1018YYY) /30/ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Casondra Mossuto Propel Insurance PHONE FAX Tacoma Commercial Insurance E Aao Exs`600 499-0933 A,c No: 866 577-1326 1201 Pacific Ave,Suite 1000 ADDRESS: casondra.mossuto@propelinsurance.com Tacoma,WA 98402 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Zurich American Insurance Comp 16535 INSURED INSURERS:Starr Surplus Lines Insurance 13604 Northwest Cascade Inc.dba FloHawks INSURERC:Evanston Insurance Company 35378 Honey Buckets&North Bay Portable INSURERD: - -- -- -- PO Box 73399 — -— Puyallup,WA 98373 INSURERS: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY 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 SUB POLICY EFF I POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MMIDDI MMIDDIYYYY A X COMMERCIAL GENERAL LIABILITY X X GLA013642403 0/01/2017 10101/2018 EACH OCCURRENCE S 1 000 CLAIMS-MADE I X OCCUR PR MA 0 RENTED I H(Ea occurrence]. 5300,000 X PD Ded:$5,000 1 MED EXP(Any one person) S10,000 PERSONAL&ADV INJURY S1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE S2,000,000 PRO F]POLICY 7 JECT LOC PRODUCTS-COMPIOP AGG 52,000,000 POTHER. S A AUTOMOB a ILE LIABILITY X X GLA013642403 0/0112017 10101/2016(E ac iden SINGLE LIMIT Ea BINEDt) $1,000,000 X ANY AUTO BODILY INJURY(Per person) S ALL OWNNED SCHEDULED _ AUTOS AUTOS BODILY INJURY(Per accident) S X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accdent) ____ _ PD Liab. Ded S$51000 B UMBRELLA LIAB X OCCUR X X 1000584667171 1010112017 10111/2018 EACH OCCURRENCE S5,000,000 X EXCESS LlAB CLAIMS-MADE AGGREGATE $6 000 000 DED I X RETENTION$O $ A ,WORKERS COMPENSATION WC013642503 1010112017 10/01/201 PER X OTH- TLITE EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE,YIN Incl. USUH Es E L EACH ACCIDENT S1i000,000 OFFICERIMEMBER EXCLUDED? , NIA -- — (Mandatory in NH) WA Stop Gap E L DISEASE-EA EMPLOYEE S1,000,000 If es,describe under --y DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT S1,000,000 C Pollution Liab. CP002899012017 1010112017,1010112018 $1,000,000 Occ/Agg $25,000 Deductible DESCRIPTION OF OPERATIONS,LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) RE: Project#W20055-640 Pressure Zone PRV North The City of Kent is included as Additional Insured per the attached endorsements. Coverage is Primary and Non-Contributory and Waiver of Subrogation applies per the attached endorsements. CERTIFICATE HOLDER CANCELLATION City of Kent SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Public Works Department ACCORDANCE WITH THE POLICY PROVISIONS. 400 West Gowe Kent,WA 98032 AUTHORIZED REPRESENTATIVE 01988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) 1 of 1 The ACORD name and logo are registered marks of ACORD #S30392171M2970344 JMROO This page,has been left blank intentionally. 19 Additional Insured — Auto00ati Owners, �� Lesseesr ZUR0CH ^ Contractors � ��m� rs Policy No. I Fff Date MAW Exp.Date offlol, FIT Date ofEnd, Producer No Add'I.Prein Returri Prei THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ, |TCAREFULLY. Named Insured: Address (including ZIP Code): This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section U—VVho Is An Insured is amended to include as an additional insured any person or organization whom you are required to add as an additional insured on this policy under a written contract or written agreement. Such person or organization is an additional insured only with respect to liability for"bodily injury^, "property damage" or"personal and advertising injury^ caused, in whole or in part, by: 1. Your acts oromissions� or 2. The acts or omissions mf those acting mn your behalf, in the performance of your ongoing operations or "your work" as included in the ^pm»duda'comp|etad operations hazard", which is the subject of the written contract or written agreement. However, the insurance afforded bo such additional inaure& i. Only applies 1m the extent permitted bylaw; and 2. Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured. B. With respect tothe insurance,afforded to these additional ineuredm, the following additional exclusion appDes Thisinsunsncedoesnc8epp|yto: "Bodily injury", "property damage" or mr^permonaU and advertising injury" arising out mfthe rendering of, or failure to render, any professional architectural, engineering or surveying services imc�uding: a. The pnaparing, approving or failing to prepare or approve maps, shop dnswings, opinions, reports, ourvaya. field orders, change orders or drawings and specifications; or b. Superviaory, insp*otion, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the eupewiaion, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage', or the offense which caused the "personal and advertising injury°, involved the rendering of or the failure to render any professional aruhitecturaL, engineering or surveying meminnm. u-3L-1175-p{W(04113) Page Ioro Includes copyrighted material or Insurance Services Office, |nc`with its permission. C. The following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV— Commercial General Liability Conditions: The additional insured must see to it that: 1. We are notified as soon as practicable of an"occurrence" or offense that may result in a claim; 2. We receive written notice of a claim or"suit" as soon as practicable; and 3. A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D. For the purposes of the coverage provided by this endorsement: 1. The following is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a. The additional insured is a Named Insured under such other insurance; and b. You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition of Section IV—Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "occurrence", offense, claim or "suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. E. This endorsement does not apply to an additional insured which has been added to this policy by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. F. With respect to the insurance afforded to the additional insureds under this endorsement, the following is added to Section III—Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the written contract or written agreement referenced in Paragraph A. of this endorsement; or 2. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. All other terms and conditions of this policy remain unchanged. U-GL-1175-F CW(04/13) Page 2 of 2 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Waiver Of Subrogation (Blanket) Endorsement Policy No, Eff.Date of Pol. Exp.Datc of Pot, Eff.Date of End. Producer Add]Prem. Return Prem, GLA 0 136424-03 10/01/2017 10/01/2018 73038000 $ INCL $ THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: If you are required by a written contract or agreement,which is executed before a loss,to waive your rights of recovery from others, we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. U-GL-925-B CW(12/01) Page I of I 9 Other Insurance Amendment — Primary� And Non- ^ ��U ���K�-�� Contributory � � .�� � �~����u�~o » n����~�������� THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ UTCAREFULLY. Named Insured: Address (including ZIP Code): This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part 1. The following paragraph is added to the Other Insurance Condition of Section iV - Commercial General Liability Conditions: This insurance is primary insurance to and will not seek contribution from any other inswnsmoa available to an additional insured under this policy provided that: a. The additional insured iea Named Insured under such other insurance; and b. You are required by a vv6�en contract or written agreement that this insurance would be primary and would not seek contribution from any any other insurance available to the additional insured. 2. The foUmmimQ paragraph is added to Paragraph 4.b. of the Other Insurance Condition of Section |V - Commercial General Liability Cunditions� This insurance ia excess over: Any of the other insurance, whether primary, encess, contingent or on any other beais, emaikob|e to an additional insured, ,n which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "occurrence", offense, claim or"suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and vvhena our policy is required by written contract or written agreement to provide coverage to the additional insured on a primary and non-conthbutory basis. All other terms and conditions of this policy remain unchanged, u-sL-1327'B cw(04/13) Page 1v{1 Includes copyrighted material of Insurance Services Office,inc.,with its permission. POLICY NUMBER:GLA 0136424-03 COMMERCIAL GENERAL LIABILITY CG 25 03 05 09 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s): A GENERAL AGGREGATE LIMIT APPLIES TO EACH CONSTRUCTION PROJECT WHERE THE NAMED INSURED IS PERFORMING OPERATIONS, HOWEVER, A GENERAL AGGREGATE LIMIT DOES NOT APPLY TO ANY CONSTRUCTION PROJECT WHERE THE NAMED INSURED IS PERFORMING OPERATIONS THAT ARE INSURED UNDER A WRAP UP OR ANY OTHER CONSOLIDATED OR SIMILAR INSURANCE PROGRAM. Information required to complete this Schedule if not shown above will be shown in the Declarations. A. For all sums which the insured becomes legally 3. Any payments made under Coverage A for obligated to pay as damages caused by damages or under Coverage C for medical "occurrences"under Section 1 -Coverage A,and expenses shall reduce the Designated for all medical expenses caused by accidents Construction Project General Aggregate Limit under Section I -Coverage C, which can be for that designated construction project. Such attributed only to ongoing operations at a single payments shall not reduce the General designated construction project shown in the Aggregate Limit shown in the Declarations nor Schedule above: shall they reduce any other Designated 1. A separate Designated Construction Project Construction Project General Aggregate Limit General Aggregate Limit applies to each for any other designated construction project designated construction project,and that limit shown in the Schedule above. is equal to the amount of the General 4. The limits shown in the Declarations for Each Aggregate Limit shown in the Declarations. Occurrence, Damage To Premises Rented To 2. The Designated Construction Project General You and Medical Expense continue to apply. Aggregate Limit is the most we will pay for the However, instead of being subject to the sum of all damages under Coverage A,except General Aggregate Limit shown in the damages because of 'bodily injury"or Declarations, such limits will be subject to the "property damage"included in the'products- applicable Designated Construction Project completed operations hazard",and for General Aggregate Limit. medical expenses under Coverage C regardless of the number of: a. Insureds; b. Claims made or "suits"brought; or c. Persons or organizations making claims or bringing "suits". CG 25 03 05 09 0 Insurance Services Office, Inc., 2008 Page 1 of 2 B. For all sums which the insured becomes legally C. When coverage for liability arising out of the obligated to pay as damages caused by "products-completed operations hazard"is "occurrences"under Section I —Coverage A,and provided, any payments for damages because of for all medical expenses caused by accidents 'bodily injury"or "property damage"included in under Section I —Coverage C,which cannot be the"products-completed operations hazard"will attributed only to ongoing operations at a single reduce the Products-completed Operations designated construction project shown in the Aggregate Limit,and not reduce the General Schedule above: Aggregate Limit nor the Designated Construction 1. Any payments made under Coverage A for Project General Aggregate Limit. damages or under Coverage C for medical D. If the applicable designated construction project expenses shall reduce the amount available has been abandoned, delayed, or abandoned under the General Aggregate Limit or the and then restarted, or if the authorized Products-completed Operations Aggregate contracting parties deviate from plans, blueprints, Limit, whichever is applicable;and designs, specifications or timetables, the project 2. Such payments shall not reduce any will still be deemed to be the same construction Designated Construction Project General project. Aggregate Limit. E. The provisions of Section III —Limits Of Insurance not otherwise modified by this endorsement shall continue to apply as stipulated. Page 2 of 2 0 Insurance Services Office, Inc., 2008 CG 25 03 05 09 0 ` Coverage Extension Endorsement ZUR0CH Policy No FIT Datc I f=P11 I="XI) Dateoflloi I HT Date ofLnd 11roducer No A(1(1'1 11rern Return Pr THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ 0FCAREFULLY. This endorsement modifies insurance provided under the: Business Auto Coverage Form Motor Carrier Coverage Form A. Amended Who |sAnInsured 1. The following is added to the Who Is An Insured Provision in Section II —Covered Autos Liability Coverage: The following are also"inaumada", a. Any 'emp|oyee' of yours is an ^inoured^ while using e covered ^eu1m' you don't own, hire orborrow for acts performed within the scope of employment by you, Any "employee" of yours is also an "insured" while operating an; "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission, while performing duties ra�utedbo the conduct cf your business. b. Anyone volunteering services to you is an "Insured"' while using a covered ~auto" you don't own, hlpe or borrow to transport your clients or other persons in activities necessary to your business. c. Anyonee|sexvhofmrnishesan ^euho^referenoedinPansgnephoA.1.a. and /4.1.b. inthimendoraemant. d. Where and to the extent permitted by law, any person(s) or organization(s) where required by written contract or written agreement w�kh you executed prior to any ~eoddent", including those person(s) urorgmnizetiVn(e) directing your work pursuant to such written contract or written agreement with you, provided the "accident" urioaa out mfmpenatlons governed by such con(nsoL or agreement and only up to the Umbo required in the written contract or written agreement, or the Limits of Insurance shown in the Declarations, whichever is less. 2 The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance—Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form: Coverage for any person(s) or organ izat|mn(a). where required by written contract orwritten agreement with you executed prior to any "accident", will apply on a primary and non-contributory basis and any insurance maintained by the additional "insured" will apply on an excess basis. However, in no event will this coverage extend beyond the terms and oondifioneof the Coverage Form. B. Amnendmnent—SuppUementaryPeynmentm Paragraphs u.(2) and a.(4) of the Coverage Extensions Provision in Section Q — Covered Autos Liability Coverage are replaced by the fo|imw[ng� (2) Up to $5.000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an ^aoc|demt''mecover. VVedo not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our oequeat, including actual |omm of earnings up to $500 m day because of time off from work. u-C/+424-pCw(0*'14) Page I *re Includes copyrighted rriaterial of Insurance Services Office,Inc.,with its perrnissionr C. Fellow Employee Coverage The Fellow Employee Exclusion contained in Section II—Covered Autos Liability Coverage does not apply. D. Driver Safety Program Liability and Physical Damage Coverage 1. The following is added to the Racing Exclusion in Section II—Covered Autos Liability Coverage: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. 2. The following is added to Paragraph 2. in the Exclusions of Section III — Physical Damage Coverage of the Business Auto Coverage Form and Paragraph 2.b. in the Exclusions of Section IV — Physical Damage Coverage of the Motor Carrier Coverage Form: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. E. Lease or Loan Gap Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Lease Or Loan Gap Coverage In the event of a total'loss"to a covered"auto",we will pay any unpaid amount due on the lease or loan for a covered "auto", less: a. Any amount paid under the Physical Damage Coverage Section of the Coverage Form; and b. Any: (1) Overdue lease or loan payments at the time of the"loss"; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor; (4) Costs for extended warranties, credit life insurance, health, accident or disability insurance purchased with the loan or lease; and (5) Carry-over balances from previous leases or loans. F. Towing and Labor Paragraph A.2.of the Physical Damage Coverage Section is replaced by the following: We will pay up to$75 for towing and labor costs incurred each time a covered "auto"of the private passenger type is disabled. However, the labor must be performed at the place of disablement. G. Extended Glass Coverage The following is added to Paragraph A.3.a. of the Physical Damage Coverage Section: If glass must be replaced, the deductible shown in the Declarations will apply. However, if glass can be repaired and is actually repaired rather than replaced, the deductible will be waived. You have the option of having the glass repaired rather than replaced. H. Hired Auto Physical Damage—Increased Loss of Use Expenses The Coverage Extension for Loss Of Use Expenses in the Physical Damage Coverage Section is replaced by the following: Loss Of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or written rental agreement. We will pay for loss of use expenses if caused by: U-CA-424-F CW(04-14) Page 2 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission, (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; (2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered "auto"; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered"auto". However, the most we will pay for any expenses for loss of use is $100 per day, to a maximum of$3000. I. Personal Effects Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Personal Effects Coverage a. We will pay up to$750 for"loss"to personal effects which are: (1) Personal property owned by an "insured"; and (2) In or on a covered"auto". b. Subject to Paragraph a.above, the amount to be paid for"loss"to personal effects will be based on the lesser of: (1) The reasonable cost to replace; or (2) The actual cash value. c. The coverage provided in Paragraphs a. and b. above, only applies in the event of a total theft of a covered "auto". No deductible applies to this coverage. However, we will not pay for"loss" to personal effects of any of the following: (1) Accounts, bills, currency, deeds, evidence of debt, money, notes, securities, or commercial paper or other documents of value. (2) Bullion, gold, silver, platinum, or other precious alloys or metals; furs or fur garments; jewelry, watches, precious or semi-precious stones. (3) Paintings, statuary and other works of art. (4) Contraband or property in the course of illegal transportation or trade. (5) Tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. Any coverage provided by this Provision is excess over any other insurance coverage available for the same "loss". J. Tapes, Records and Discs Coverage 1. The Exclusion in Paragraph B.4.a. of Section III — Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.2.c. of Section IV — Physical Damage Coverage in the Motor Carrier Coverage Form does not apply. 2. The following is added to Paragraph 1.a. Comprehensive Coverage under the Coverage Provision of the Physical Damage Coverage Section: We will pay for "loss" to tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. We will pay only if the tapes, records, discs or other similar audio, visual or data electronic devices: (a) Are the property of an"insured"; and (b) Are in a covered"auto"at the time of"loss". The most we will pay for such "loss" to tapes, records, discs or other similar devices is $500. The Physical Damage Coverage Deductible Provision does not apply to such"loss". U-CA-424-F CW(04-14) Page 3 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. K. Airbag Coverage The Exclusion in Paragraph 13.3.a. of Section III—Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.4.a. of Section IV— Physical Damage Coverage in the Motor Carrier Coverage Form does not apply to the accidental discharge of an airbag. L. Two or More Deductibles The following is added to the Deductible Provision of the Physical Damage Coverage Section: If an accident is covered both by this policy or Coverage Form and by another policy or Coverage Form issued to you by us, the following applies for each covered "auto"on a per vehicle basis: 1. If the deductible on this policy or Coverage Form is the smaller(or smallest)deductible, it will be waived; or 2. If the deductible on this policy or Coverage Form is not the smaller (or smallest) deductible, it will be reduced by the amount of the smaller(or smallest)deductible. M. Physical Damage—Comprehensive Coverage—Deductible The following is added to the Deductible Provision of the Physical Damage Coverage Section: Regardless of the number of covered"autos"damaged or stolen, the maximum deductible that will be applied to Comprehensive Coverage for all "loss"from any one cause is$5,000 or the deductible shown in the Declarations, whichever is greater. N. Temporary Substitute Autos—Physical Damage 1. The following is added to Section I—Covered Autos: Temporary Substitute Autos—Physical Damage If Physical Damage Coverage is provided by this Coverage Form on your owned covered "autos", the following types of vehicles are also covered "autos"for Physical Damage Coverage: Any "auto" you do not own when used with the permission of its owner as a temporary substitute for a covered "auto"you do own but is out of service because of its: 1. Breakdown; 2. Repair; 3. Servicing; 4. "Loss'; or 5. Destruction. 2. The following is added to the Paragraph A.Coverage Provision of the Physical Damage Coverage Section: Temporary Substitute Autos—Physical Damage We will pay the owner for"loss"to the temporary substitute"auto" unless the "loss" results from fraudulent acts or omissions on your part. If we make any payment to the owner, we will obtain the owner's rights against any other party. The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it replaces. O. Amended Duties In The Event Of Accident, Claim, Suit Or Loss Paragraph a.of the Duties In The Event Of Accident, Claim, Suit Or Loss Condition is replaced by the following: a. In the event of"accident", claim, "suit" or"loss", you must give us or our authorized representative prompt notice of the "accident", claim, "suit" or "loss". However, these duties only apply when the "accident", claim, "suit" or "loss" is known to you (if you are an individual), a partner(if you are a partnership), a member(if you are a limited liability company) or an executive officer or insurance manager (if you are a corporation). The failure of any U-CA-424-F CW(04-14) Page 4 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. agent, servant or employee of the "insured"to notify us of any "accident", claim, "suit"or"loss" shall not invalidate the insurance afforded by this policy. Include, as soon as practicable: (1) How, when and where the "accident" or "loss" occurred and if a claim is made or "suit" is brought, written notice of the claim or"suit" including, but not limited to, the date and details of such claim or"suit' (2) The"insured's"name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. If you report an "accident", claim, "suit" or "loss" to another insurer when you should have reported to us, your failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon as practicable after the fact of the delay becomes known to you. P. Waiver of Transfer Of Rights Of Recovery Against Others To Us The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: This Condition does not apply to the extent required of you by a written contract, executed prior to any "accident" or "loss", provided that the"accident" or"loss" arises out of operations contemplated by such contract. This waiver only applies to the person or organization designated in the contract. Q. Employee Hired Autos—Physical Damage Paragraph b. of the Other Insurance Condition in the Business Auto Coverage Form and Paragraph f. of the Other Insurance—Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form are replaced by the following: For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos"you own: (1) Any covered"auto"you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented under a written contract or written agreement entered into by an "employee" or elected or appointed official with your permission while being operated within the course and scope of that "employee's"employment by you or that elected or appointed official's duties as respect their obligations to you. However, any"auto"that is leased, hired, rented or borrowed with a driver is not a covered "auto". R. Unintentional Failure to Disclose Hazards The following is added to the Concealment, Misrepresentation Or Fraud Condition: However,we will not deny coverage under this Coverage Form if you unintentionally: (1) Fail to disclose any hazards existing at the inception date of this Coverage Form; or (2) Make an error, omission, improper description of"autos"or other misstatement of information. You must notify us as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to the acceptance of this policy. S. Hired Auto—World Wide Coverage Paragraph 7a.(5) of the Policy Period, Coverage Territory Condition is replaced by the following: (5) Anywhere in the world if a covered "auto"is leased, hired, rented or borrowed for a period of 60 days or less, T. Bodily Injury Redefined The definition of"bodily injury" in the Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish, resulting from any of these at any time. Mental anguish means any type of mental or emotional illness or disease. U-CA-424-F CW(04-14) Page 5 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. U. Expected Or Intended Injury The Expected Or Intended Injury Exclusion in Paragraph B. Exclusions under Section II —Covered Auto Liability Coverage is replaced by the following: Expected Or Intended Injury "Bodily injury" or"property damage" expected or intended from the standpoint of the "insured". This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. V. Physical Damage—Additional Temporary Transportation Expense Coverage Paragraph A.4.a. of Section III—Physical Damage Coverage is replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to$50 per day to a maximum of$1,000 for temporary transportation expense incurred by you because of the total theft of a covered "auto" of the private passenger type. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". W. Replacement of a Private Passenger Auto with a Hybrid or Alternative Fuel Source Auto The following is added to Paragraph A. Coverage of the Physical Damage Coverage Section: In the event of a total "loss" to a covered "auto" of the private passenger type that is replaced with a hybrid "auto" or "auto" powered by an alternative fuel source of the private passenger type, we will pay an additional 10% of the cost of the replacement "auto", excluding tax, title, license, other fees and any aftermarket vehicle upgrades, up to a maximum of$2500. The covered "auto" must be replaced by a hybrid "auto" or an "auto" powered by an alternative fuel source within 60 calendar days of the payment of the "loss" and evidenced by a bill of sale or new vehicle lease agreement. To qualify as a hybrid "auto", the "auto" must be powered by a conventional gasoline engine and another source of propulsion power. The other source of propulsion power must be electric, hydrogen, propane, solar or natural gas, either compressed or liquefied. To qualify as an "auto" powered by an alternative fuel source, the "auto" must be powered by a source of propulsion power other than a conventional gasoline engine. An "auto" solely propelled by biofuel, gasoline or diesel fuel or any blend thereof is not an "auto"powered by an alternative fuel source. X. Return of Stolen Automobile The following is added to the Coverage Extension Provision of the Physical Damage Coverage Section: If a covered "auto" is stolen and recovered, we will pay the cost of transport to return the "auto" to you. We will pay only for those covered"autos"for which you carry either Comprehensive or Specified Causes of Loss Coverage. All other terms, conditions, provisions and exclusions of this policy remain the same. U-CA-424-F CW(04-14) Page 6 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQU I REMENTS ..................................... 1-1 1-01 Definitions and Terms...................................................... 1-1 1-02 Bid Procedures and Conditions.......................................... 1-3 1-03 Award and Execution of Contract....................................... 1-5 1-04 Scope of the Work .......................................................... 1-6 1-05 Control of Work .............................................................. 1-7 1-06 Control of Material .......................................................... 1-10 1-07 Legal Relations and Responsibilities to the Public................. 1-13 1-08 Prosecution and Progress ................................................. 1 -17 1-09 Measurement and Payment .............................................. 1-21 1-10 Temporary Traffic Control ................................................ 1-22 TECHNICAL INFORMATION ...................................................................... A-1 KENT STANDARD PLANS........................................................................... A-2 SUPPLEMENTAL INFORMATION (RELEASE FORM AND SUMMARY OF INFORMATION)........................................................................................ A-3 SUPPLEMENTAL INFORMATION (MAPS)................................................... A-4 SUPPLEMENTAL INFORMATION (METER PHOTOS- NORTHWEST ZONE) ... A-5 SUPPLEMENTAL I NFOMRATI ON (METER PHOTOS — NORTHEAST ZONE)... A-6 SUPPLEMENTAL INFORMATION (METER PHOTOS — MIDDLE ZONE) ......... A-7 SUPPLEMENTAL INFORMATION (METER PHOTOS — SOUTHWEST ZONE) .. A-8 SUPPLEMENTAL INFORMATION (METER PHOTOS — SOUTH ZONE) ........... A-9 SUPPLEMENTAL INFORMATION (METER PHOTOS — SOUTHEAST ZONE) ... A-10 TRAFF I C CONTROL PLANS........................................................................ A-11 PREVA I L I NG WAGE RATES ....................................................................... A-12 640 Pressure Zone PRV North/Bond December 14, 2017 Project Number: W20055 KENT SPECIAL PROVISIONS The Kent Special Provisions ("Kent Special Provisions" or "KSP") modify and supersede any conflicting provisions of the 2016 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 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. DIVISION 1 - GENERAL REQUIREMENTS 1-01 DEF I N I T I QNS 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) 1S 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 N I C 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: 1 . What work will be done, and by when; 2. Who provides labor and materials; and 640 Pressure Zone PRV North/Bond 1 - 1 December 14, 2017 Project Number: W20055 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 (also including amendments to the Standard Specifications issued by WSDOT as of the later date of bid advertisement or any subsequent addenda), 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. SECTION 1-01.3, "DEFINITIONS" IS SUPPLEMENTED BYADDING THE FOLLOWING DEFINITION.- 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. "Remove," "Removal," "Excavate," "Excavation" Unless otherwise noted, the words "remove", "removal", "excavate" and "excavation" in the contract plans and specifications shall mean that the Contractor is required to haul and dispose of the material at a legal off- site location. The cost for haul and disposal, including disposal and permit fees, shall be included in the unit contract prices of other bid items as specified in Section 1-04.1 . No additional payment will be made. Drawing or Drawings; see definition for Plans. Owner; see definition for Engineer. 640 Pressure Zone PRV North/Bond 1 - 2 December 14, 2017 Project Number: W20055 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"). 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, up to ten (10) copies of the plans and specifications. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. 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 KentWA.gov/doing-business/bids- procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, 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 640 Pressure Zone PRV North/Bond 1 - 3 December 14, 2017 Project Number: W20055 Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED W►TH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.9 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 ►S DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 O 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. 640 Pressure Zone PRV North/Bond 1 - 4 December 14, 2017 Project Number: W20055 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) WI TH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required. SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED 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 ►S REVISED BY REPLACING "4S CALENDAR DAYS" W►TH 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 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. 640 Pressure Zone PRV North/Bond 1 - 5 December 14, 2017 Project Number: W20055 SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING., 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1(2) Bid Items Not Included in the Proposal The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS" IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 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 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 640 Pressure Zone PRV North/Bond 1 - 6 December 14, 2017 Project Number: W20055 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 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING: Within 14 calendar days of delivery of the change order the Contractor shall endorse and return the change order, request an extension of time for endorsement or respond in accordance with Section 1-04.5. The Contracting Agency may unilaterally process the change order if the Contractor fails to comply with these requirements. Changes normally noted on field stakes or variations from estimated quantities, will not require a written change order. These changes shall be made at the unit prices that apply. The Contractor shall respond immediately to changes shown on field stakes without waiting for further notice. 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 1-04.11 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, paving, or temporary erosion control measures. 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS SECTION 1-05.4 IS REVISED BY ADDING A PARAGRAPH AFTER PARAGRAPH 7 1-05.4 Conformity With and Deviations From Plans and Stakes To the extent a conflict exists between the requirements of WSDOT Section 1-05.4 and Kent Special Provision Section 1-05.5, the requirements of KSP Section 1-05.5 will prevail. DIVISION 1 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 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 by the Engineer, or fails to perform any part of the work required by the contract, the Engineer may provide the Contractor 640 Pressure Zone PRV North/Bond 1 - 7 December 14, 2017 Project Number: W20055 written notice establishing a date after which the City will correct and remedy that work by any means that the Engineer may deem necessary, including the use of City forces or other contractors. If the Engineer determines that the Contractor's failure to promptly correct any defective or any unauthorized work creates a situation that could be potentially unsafe or might cause serious risk of loss or damage to the public, 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. 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, compensation and engineering and inspection 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 increase in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECTION 1-05.9 IS SUPPLEMENTED WITH THE FOLLOWING NEW SUBSECTION: 1-05.9 Equipment 1-05.9(1) 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. 640 Pressure Zone PRV North/Bond 1 - 8 December 14, 2017 Project Number: W20055 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 1-05.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.10 Guarantees In addition to any other warranty or guarantee provided for at law or in the parties' contract, the Contractor shall furnish to the Contracting Agency any guarantee or warranty furnished as a customary trade practice in connection with the purchase of any equipment, materials, or items incorporated into the project. Upon receipt of written notice of any required corrective work, the Contractor shall pursue vigorously, diligently, and without disrupting city facilities, the work necessary to correct the items listed in the notice. Approximately sixty (60) calendar days prior to the one year anniversary of final acceptance, the Contractor shall be available to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work then known and discovered. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE FIRST PARAGRAPH: 1-05.13 Superintendents, Labor, and Equipment of Contractor Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2016 WSDOT STANDARD SPECIFICATIONS): 640 Pressure Zone PRV North/Bond 1 - 9 December 14, 2017 Project Number: W20055 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. THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE FOLLOWING: Whenever the City evaluates the Contractor's qualifications or prequalifications pursuant to Section 1-02.1 or RCW 47.28.070, the City may take these or other Contractor performance reports into account. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors Details of known projects are as follows: N/A SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently recorded and/or put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATERIAL SECTION 1-06.2(2) IS DELETED 1N ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-06.7 Submittals 1-06.7(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: 640 Pressure Zone PRV North/Bond 1 - 10 December 14, 2017 Project Number: W20055 1 . Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1 A, 1 B, 1 C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 1-06.7(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1-08.0 of the Kent Special Provisions). The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. 1-06.7(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineer's review: 1 . Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. 640 Pressure Zone PRV North/Bond 1 - 11 December 14, 2017 Project Number: W20055 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 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. 640 Pressure Zone PRV North/Bond 1 - 12 December 14, 2017 Project Number: W20055 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. 1-06.7(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL RELAT I ONS AND RESPONS I B I L I T I ES TO THE PUBL I C 1-07.2 State Taxes SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to use tax under Section 1-07.2(1) in the proposal bid items. SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to retail sales tax under Section 1-07.2(2) in the proposal bid items. SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.6 Permits and Licenses The City has obtained the following permits: None SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH: 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. 640 Pressure Zone PRV North/Bond 1 - 13 December 14, 2017 Project Number: W20055 The Contractor shall promptly notify the City in writing of any variance in the contract work arising from the issuance of any permit. 1-07.9 Wages SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH. 1-07.9(1) General To the extent allowed by law, 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. 1-07.13 Contractor's Responsibility for Work SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.13(4) Repair of Damage SECTION 1-07.14 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE BEGINNING OF THAT SECTION: 1-07.14 Responsibility for Damage To the extent a conflict exists between the terms of this Section 1-07.14 and Section 5 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. 1-07.15 Temporary Water Pollution Prevention SECTION 1-07.15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER THE LAST PARAGRAPH: 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan When the proposal form includes multiple bid schedules and the "SPCC Plan" bid item is present in only one bid schedule, the lump sum payment item for the "SPCC Plan" in that one schedule will apply to all bid schedules for all costs associated with creating and updating the accepted SPCC Plan, and all costs associated with the setup of prevention measures and for implementing the current SPCC Plan as required by this Specifications. 640 Pressure Zone PRV North/Bond 1 - 14 December 14, 2017 Project Number: W20055 SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that.utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site I nspection 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. 640 Pressure Zone PRV North/Bond 1 - 15 December 14, 2017 Project Number: W20055 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. Centuryl-link_ Comcast Jason Tesdal Bill Walker 206-345-3488 253-288-7538 206-683-4242 (cell) 206-255-6975 (cell) Puget Sound Energy Gas Puget Sound Energy Power Glenn Helton Dennis Booth 253-395-6926 425-417-9188 (cell) 425-559-4647 (cell) Verizon Scott Christenson 425-636-6046 425-471-1079 (cell) SECTION 1-07.18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH. 1-07.18 Public Liability and Property Damage Insurance To the extent a conflict exists between the terms of this Section 1- 07.18 and the insurance requirements in Section 7 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. SECTION 7-07.24 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. 640 Pressure Zone PRV North/Bond 1 - 16 December 14, 2017 Project Number: W20055 The City has not completed the acquisition of entry permit from the properties whose addresses are listed below: Site Address Zone Site Address Zone 10819 SE 236TH ST M 23218 115TH AVE SE NE 11030 SE 244TH ST M 23220 113TH PL SE NE 23515 109TH AVE SE M 23417 117TH PL SE NE 24121 114TH PL SE M 23505 117TH AVE SE NE 24203 114TH PL SE M 10705 SE 232ND ST NW 24218 114TH PL SE M 10715 SE 232ND ST NW 11418 SE 231 ST PL NE 23113 107TH PL SE NW 11426 SE 230TH PL NE 23129 107TH PL SE NW 11437 SE 229TH ST NE 11404 SE 254TH PL S 11625 SE 233RD PL NE 25444 114TH AVE SE S 22907 115TH CT SE NE 11812 SE 252ND PL SE 22908 114TH WAY SE NE 11812 SE 255TH ST SE 23009 114TH WAY SE NE 11833 SE 254TH ST SE 23202 115TH AVE SE NE 11834 SE 254TH ST SE 23205 115TH AVE SE NE 11860 SE 256TH ST SE 23215 113TH PL SE NE 25409 120TH PL SE SE 25418 119TH CT SE SE The Contractor shall not perform any work within these properties until ordered to do so by the Engineer. The City has estimated that the above described properties will be available May 31, 2018. 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 SECTION: 1-08.0 Preconstruction and Preconstruction Conference The Engineer will furnish the Contractor with up to ten (10) copies of the plans and specifications. 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 640 Pressure Zone PRV North/Bond 1 - 17 December 14, 2017 Project Number: W20055 Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1 . To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. 6. To discuss any other related items that may be pertinent to the work. The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1 . A price breakdown of all lump sum items. 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. 4. Schedule of submittals. (See 1-06.6(2)) 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 640 Pressure Zone PRV North/Bond 1 - 18 December 14, 2017 Project Number: W20055 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. The City will bill the Contractor 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. 1 . Locate work 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. 640 Pressure Zone PRV North/Bond 1 - 19 December 14, 2017 Project Number: W20055 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. Unless previously approved by the Engineer, 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, SIXTH, AND SEVENTH 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 640 Pressure Zone PRV North/Bond 1 - 20 December 14, 2017 Project Number: W20055 specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension if (1) the performance would have been suspended by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended for an unreasonable period of time and such suspension is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. In any event, no protest will be allowed later than the date of the Contractor's signature on the Final Pay Estimate, 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. The Engineer will determine if an equitable adjustment in cost or time is due as provided in this Section. The equitable adjustment for increase in costs, if due, shall be subject to the limitations provide in Section 1-09.4, provided that no profit of any kind will be allowed on any increase in cost necessarily caused by the suspension. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. 1-09 MEASUREMENT AND PAYMENT 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. 640 Pressure Zone PRV North/Bond 1 - 21 December 14, 2017 Project Number: W20055 5. Engineering and inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. SECTION 1-09. 11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.11(3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-1 O TEMPORARY TRAFF 1 C CONTROL SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 640 Pressure Zone PRV North/Bond 1 - 22 December 14, 2017 Project Number: W20055 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 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, VA 22406-1022 Training Dept. Toll Free (877) 642-4637 or (540) 368-1701 1-10.3(3) Traffic Control Devices 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 9-10.4(l) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.4(1) Lump Sum Bid for Project (No Unit Items) The proposal contains the item "Project Temporary Traffic Control," lump sum. The provisions of Section 1-10.4(1) shall apply. 640 Pressure Zone PRV North/Bond 1 - 23 December 14, 2017 Project Number: W20055 TECI- N I CAL SPEC I F I CAT 1 ONS The following specification, written in the CSI format, supplement all other plans and specifications which have been prepared for this project and are considered to be a part of the Kent Special Provisions for this project. 640 Pressure Zone PRV North/Bond A - 1 December 14, 2017 Project Number: W20055 CITY OF KENT SING COUNTY WASHINGTON WA S M P H C r D 14 SPECIFICATIONSTECHNICAL DIVISIONS I - for 640 ZONE INDIVIDUAL PRVS J�L a po r� 56 a,S TOSS -t0NAL G&O #17430 DECEMBER 2017 4G ft' .. 0 CONSULTING ENGINEERS ENGINEERING SPECIFICATIONS TABLE OF CONTENTS SECTION DESCRIPTION PAGE Division 1 General Technical Requirements 01200 Measurement and Payment............................................................01200-1 Division 2 Sitework 02050 Locate Existing Utilities.................................................................02050-1 02500 Water Distribution.........................................................................02500-1 02700 Gravel Materials............................................................................02700-1 02740 Hot Mix Asphalt Paving ................................................................02740-1 02950 Site Restoration and Rehabilitation................................................02950-1 Divisions 3 Concrete 03300 Cast-In-Place Concrete..................................................................03300-1 Divisions 5 through 16 Not Used i DIVISION I GENERAL TECHNICAL REQUIREMENTS SECTION 01200 MEASUREMENT AND PAYMENT PART1 GENERAL 1.1 SCOPE This Section further defines Measurement and Payment for certain items for this Project. Not all items are included in this Section. Measurement and Payment for other proposal items are included in the Section referenced in the Proposal documents. Any item not specifically included in a Measurement and Payment description shall be considered incidental to the Project. 1.2 MEASUREMENT Measurement for items shall be as indicated in these Specifications for unit price and lump sum price bid items. Bid items are outlined in detail in this Specification Section and/or listed in the Proposal. Weighing equipment, scale verification checks, load tickets for quarry spalls, rock riprap, cobbles, gravel materials, hot mix asphalt, bituminous construction materials, etc., shall conform to Section 1-09.2 of the WSDOT Standard Specifications. Load tickets shall include all gravel materials, cast-in-place concrete, cement grout, CDF, hot mix asphalt, ATB, and reinforcing steel. The Owner will pay for no material received by weight unless they have been weighed as required in this Section or as required by another method the Engineer has approved in writing. All costs incidental to weighing shall be merged into the various unit prices bid. 1.3 REFERENCE MATERIAL For the Contractor's convenience a Summary of Information is provided in the Appendix which estimates the number of individual bid items and additional site characteristics including: • Meter size • PRV size • PRV box type (metal,plastic) • Potential fence interference • Potential water meter relocation • Potential potholing • Potential landscape and hardscape impacts • Potentially damaged meter boxes to be replaced • Potential slip resistant surface treatment City of Kent 640 Zone Individual PRVs G&O#17430 01200-1 The Bid quantities are based on the Summary of Information. Maps are provided in the Appendix and are a visual representation of the PRV sizes to be installed, which properties have signed the Entry Permit, properties with specific work days. 1.4 INDIVIDUAL BID ITEMS The following is a list of bid items for the project not described in other sections. The contract price for each item constitutes full compensation for furnishing all equipment, labor, materials, appurtenances, and incidentals and performing all operations necessary to construct and complete the various bid items in accordance with the Contract Documents. Payment for each item shall be considered as full compensation, notwithstanding that minor features may not be mentioned herein. Work paid for under one item will not be paid for under any other item. If a particular item of work shown on the Plans or described in Specifications is not described in a specific bid item, this item of work shall be considered as incidental to the work and the costs for this work shall be merged into the various respective unit price and lump sum bid items. 1. 3/4" PRV Installed for 5/8" or 3/4" Meter a. Measurement: Will be measured per each PRV assembly properly installed. b. Payment: The unit bid price in the Proposal for each 3/4" PRV INSTALLED FOR 5/8" OR 3/4" METER shall include all costs of furnishing and installing the PRV assembly, PRV box, associated piping with up to 5 feet of new service line, fittings, reducers, connections to existing, excavation not to exceed 4' x 4' x 4', backfill, adjustments to grade, restoration, and disinfection and testing for a complete installation as specified and as shown on the Plans and to the satisfaction of the Engineer. The Contractor shall be paid as follows: i. 80% when installation is complete, tested, in use, and accepted by the Engineer. ii. 20% when the City obtains customer signed release form. 2. 1" PRV Installed for V Meter City of Kent 640 Zone Individual PRVs G&O#17430 01200-2 a. Measurement: Will be measured per each PRV assembly properly installed. b. Payment: The unit bid price in the Proposal for each 1" PRV INSTALLED FOR V METER shall include all costs of furnishing and installing the PRV assembly, PRV box, associated piping with up to 5 feet of new service line, fittings, reducers, connections to existing, excavation not to exceed 5' x 5' x 5', backfill, adjustments to grade, restoration, and disinfection and testing for a complete installation as specified and as shown on the Plans and to the satisfaction of the Engineer. The Contractor shall be paid as follows: i. 80% when installation is complete, tested, in use, and accepted by the Engineer. ii. 20% when the City obtains customer signed release form. 3. 1-1/2" PRV Installed for 1-1/2" Meter a. Measurement: Will be measured per each PRV assembly properly installed. b. Payment: The unit bid price in the Proposal for each 1-1/2" PRV INSTALLED FOR 1-1/2" METER shall include all costs of furnishing and installing the PRV assembly, PRV box, associated piping with up to 5 feet of new service line, fittings, reducers, connections to existing, excavation not to exceed 5' x 5' x 5', backfill, adjustments to grade, restoration, and disinfection and testing for a complete installation as specified and as shown on the Plans and to the satisfaction of the Engineer. The Contractor shall be paid as follows: i. 80% when installation is complete, tested, in use, and accepted by the Engineer. ii. 20% when the City obtains customer signed release form. City of Kent 640 Zone Individual PRVs G&O#17430 01200-3 4. 2" PRV Installed for 2" Meter a. Measurement: Will be measured per each PRV assembly properly installed. b. Payment: The unit bid price in the Proposal for each 2" PRV INSTALLED FOR 2" METER shall include all costs of furnishing and installing the PRV assembly, PRV box, associated piping with up to 5 feet of new service line, fittings, reducers, connections to existing, excavation not to exceed 5' x 5' x 5', backfill, adjustments to grade, restoration, and disinfection and testing for a complete installation as specified and as shown on the Plans and to the satisfaction of the Engineer. The Contractor shall be paid as follows: i. 80% when installation is complete, tested, in use, and accepted by the Engineer. ii. 20% when the City obtains customer signed release form. 5. Additional Service Line a. Measurement: Will be measured per linear foot. b. Payment: The unit bid price in the Proposal per linear foot of ADDITIONAL SERVICE LINE shall include all costs of furnishing and installing the piping, fittings, reducers, connections to existing, excavation, backfill, restoration, and disinfection and testing for a complete installation as specified and as shown on the Plans to the satisfaction of the Engineer excluding the first 5 feet of new service line at each installation that is paid in other bid items. 6. Potholing for Waterline a. Measurement: Will be measured per each b. Payment: The unit bid price per each in the Proposal for POTHOLING FOR WATERLINE shall include all costs of labor, materials, and equipment required for potholing for the existing waterline, backfill, and restoration. Standard potholing dimensions are 6-inches wide by 4-feet long by City of Kent 640 Zone Individual PRVs G&O#17430 01200-4 4-feet deep. The Contractor may elect to dig a larger pothole at no additional cost to the City. 7. Relocate Irrigation a. Measurement: Will be measured per each. b. Payment: The unit bid price in the Proposal for each RELOCATE IRRIGATION shall include all costs of removing and relocating the irrigation box, irrigation associated components and piping, connections to existing, excavation, backfill, adjustments to grade, restoration, and testing for a complete installation as specified herein and as shown on the Plans and to the satisfaction of the Engineer. 8. Relocate Water Meter Assembly, Reuse Existing Water Meter Box a. Measurement: Will be measured per each. b. Payment: The unit bid price in the Proposal for each RELOCATE WATER METER ASSEMBLY, REUSE EXISTING WATER METER BOX shall include all costs of removing and relocating the water meter assembly, meter box, associated piping, fittings, reducers, connection to existing, excavation, backfill, adjustments to grade, restoration, and disinfection and testing for a complete installation as specified herein and as shown on the Plans and to the satisfaction of the Engineer. 9. Relocate Water Meter Assembly, Provide New Metal Water Meter Box a. Measurement: Will be measured per each. b. Payment: The unit bid price in the Proposal for each RELOCATE WATER METER ASSEMBLY, PROVIDE NEW METAL WATER METER BOX shall include all costs of removing and relocating the water meter assembly, providing and installing a new metal water meter box, associated piping, fittings, reducers, connection to existing, excavation, backfill, adjustments to grade, restoration, and disinfection and testing for a complete installation as specified herein and as shown on the Plans and to the satisfaction of the Engineer. City of Kent 640 Zone Individual PRVs G&O#17430 01200-5 10. Replace Water Meter Box a. Measurement: Will be measured per each. b. Payment: The unit bid price in the Proposal for each REPLACE WATER METER BOX shall include all costs of furnishing and installing the new water meter box, removing existing water meter box, excavation,backfill, adjustments to grade, restoration for a complete installation as specified herein and as shown on the PIans and to the satisfaction of the Engineer. ** END OF SECTION *** City of Kent 640 Zone Individual PRVs G&O#17430 01200-6 DIVISION 2 SITEWORK SECTION 02050 LOCATE EXISTING UTILITIES PART1 GENERAL 1.1 SCOPE The work specified in this Section includes the anticipated conflicts, which may occur with existing utilities. A reasonable attempt has been made to locate the existing utilities;however, the exact location, and/or depth are unknown in most instances. Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. It shall be the responsibility of the Contractor to locate existing utilities and their depth. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.1 GENERAL The Contractor shall determine the difficulties to be encountered in constructing the Project and his locate effort based upon the information provided on the Plans, field investigation, and the Contractor's contacts with the existing utility companies. The Contractor shall determine the extent of exploration required to first prevent damage to those existing utilities, and secondly to determine if the proposed improvements are in conflict with existing utilities. The Contractor shall locate existing utilities sufficiently ahead of construction so that the Engineer can modify the alignment, or grade prior to construction. Where underground utilities are found to be in the way of construction, such condition shall not be deemed to be a changed or differing site condition. If necessary, pipe alignment or grade shall be modified at the Contractor's expense. The Contractor shall call the Utility Location Request Center(One Call Center), for field location, not less than 2 nor more than 10 business days before the scheduled date for commencement of excavation that may affect underground utility facilities,unless otherwise agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, State, or Federal holiday. The telephone number for the One Call Center for this project is (800) 424-5555 (or 811). If no one-number locator service is available, notice City of Kent 640 Zone Individual PRVs G&O#17430 02050-1 shall be provided individually to those owners known to or suspected of having underground facilities within the area of the proposed excavation. The Contractor is alerted to the existence of Chapter 19.122 RCW, a law relating to underground utilities. Any cost to the Contractor incurred as a result of this law shall be at the Contractor's expense and incidental to the project cost. No excavation shall begin until all known facilities in the vicinity of the excavation area have been located and marked. Locating Existing Utilities is incidental to the project cost. *** END OF SECTION *** City of Kent 640 Zone Individual PRVs G&O#17430 02050-2 SECTION 02500 WATER DISTRIBUTION PART1 GENERAL 1.1 SCOPE The work specified in this Section includes water pipe, valves, fittings and accessories described herein and as required for a complete installation as shown on the Plans. PART 2 PRODUCTS 2.1 GENERAL Pipe sizes are nominal inside diameter unless otherwise noted. All materials delivered to the job site shall be new, free from defects, and marked to identify the material, class, and other appropriate data such as thickness for piping. Acceptance of materials shall be subject to strength and quality testing in addition to inspection of the complete product. Acceptance of installed piping systems shall be based on inspection and leakage tests as specified in Part 3 of this Section. All materials in substantial contact with potable water shall be certified under NSF 61 and NSF 372 for potable water use. Pipe materials used for water service on private property shall conform to the Uniform Plumbing Code. 2.2 PIPE MATERIAL A. PIPE DIAMETER Shall match existing service line, as noted on Plans, or as approved by the Engineer. B. PIPE MATERIAL New piping shall be shall be polyethylene per 2.2 of this Section with brass fittings per 2.3 of this Section. City of Kent 640 Zone Individual PRVs G&O#17430 02500-1 C. POLYETHYLENE Conforming to AWWA C901, high molecular weight with a 200 psi rating, per Section 9-30-6(3)B of the WSDOT Standard Specification. Plastic pipe shall not be used in areas subject to contamination by petroleum distillates or other contamination that potentially could leach into pipe as determined by the Engineer. 2.3 FITTINGS All fittings shall meet the requirements of AWWA C800. Service pipe couplings shall be pack joint for HDPE pipe by flare copper or female copper thread, as applicable, as manufactured by the Ford Meter Box Co., Inc., or equal. 2.4 VALVES All valves shall meet the requirements of AWWA C800. 2.5 CORPORATION STOPS A. 1-inch service connection, see City of Kent Standard 3-10. B. 1-1/2 and 2-inch service connection, see City of Kent Standard 3-11. 2.6 PRV ASSEMBLY Shall be installed in accordance with Kent Standard Plan 3-13M. 2.7 IRRIGATION Match existing materials. 2.8 METER BOX Reuse existing or replace as shown in the Summary of Information. The Contractor is not required to replace meter boxes damaged prior to construction activities. If existing meter box is damaged during any construction activities the Contractor shall replace it at no additional cost to the City according to the following, or an approved equal in writing by the Engineer: Meter Size Location Type 5/8" x 3/4" to V Planters, Grass/Lawn, Landscaping Carson 1220-12* Materials*** City of Kent 640 Zone Individual PRVs G&0#17430 02500-2 Meter Size Location Type 5/8" x 3/4" to Sidewalks, driveways or pavement, or Olympic Foundry 3/4" within 5' of a drivewa ** #SM29 1-1/2" to 2" Planters Carson 1730-15* 1" to 2" Sidewalks, driveways or pavement, or Olympic Foundry within 5' of a driveway #SM30 *All plastic boxes are to be black polyethylene. **Installation in sidewalks will not be allowed unless there is no other feasible alternative. ***Per 2.5 of Section 02950. Installations in sidewalks shall be in accordance with 3.9 of this sections and shall be coated with SLIP RESISTANT SURFACE TREATMENT as described in 2.12 of this section. 2.9 METER SETTER Reuse existing. The Contractor is not required to replace meter setters damaged prior to construction activities. If existing meter setter is damaged during any construction activities the Contractor shall replace it at no additional cost to the City according to the following, or an approved equal in writing by the Engineer: The meter setter shall have dual-purpose end connections for iron pipe thread male adapters on both ends. It will be used with type "K" copper tubing or polyethylene plastic pipe, with a brace pipe eye and pipe to hold the setter vertical. The setter will be equipped with an angle shut-off valve with padlock wings, and on the outgoing side a check valve to prevent backflow. The check valve is to be spring loaded, of brass and stainless steel construction with a removable back for maintenance purposes. This check valve must be of the same type used at the present time by the Public Works Department. See City of Kent Standard Plans 3-10 through 3-12. The following products are standard. Other approved equal products require written approval of the Engineer: Meter Setter Size Type 3/4" Ford VH 72-15W 3/4" x 15" Mueller H1422-2 Double purpose connection 1" Ford VH74-15W 1" x 15" Mueller H1422-2 (Double purpose connection 1-1/2" Ford VFH66-15 x 13 LBP 1-1/2" x 15" Mueller H1422-2L/BP 2" Ford VFH77-15 x 17 LBP City of Kent 640 Zone Individual PRVs G&O#17430 02500-3 2.10 IRRIGATION BOX Reuse existing. The Contractor is not required to replace irrigation boxes damaged prior to construction activities. If existing irrigation box is damaged during any construction activities the Contractor shall replace it at no additional cost to the City according to the following, or an approved equal in writing by the Engineer: Meter Size Type 3/4" to V (and all PRVs) Carson 1324-15G Green lid, solid Carson 1324-21, Extension Boxes, 6" Carson 132413-11, 1-1/2" Olympic Foundry#SM30 3" and larger Concrete Vault 2.11 PRV BOX The type of box shall be as follows, or an approved equal in writing by the Engineer: PRV Size Location Type 3/4" Planters, Grass/Lawn,Landscaping Carson 1324-15G Materials*** 1"to 2" Planters, Grass/Lawn, Landscaping Carson 1730-15* Materials*** 5/8" to 2" Sidewalks, driveways or pavement, Olympic Foundry#SM30 or within 5' of a drivewa ** *All plastic boxes are to be black polyethylene. **Installation in sidewalks will not be allowed unless there is no other feasible alternative. ***Per 2.5 of Section 02950. Installations in sidewalks shall be in accordance with 3.7 of this sections and shall be coated with SLIP RESISTANT SURFACE TREATMENT as described in 2.12 of this section. PRV boxes damaged during construction shall be replaced by the Contractor at no additional cost to the City. 2.12 SLIP RESISTANT SURFACE TREATMENT Any PRV box or meter box installed in sidewalks or as specified shall be coated with one of the following prior to box being installed in the ground according to manufacturer's recommendations: A. MebacI, manufactured by IKG Industries. City of Kent 640 Zone Individual PRVs G&O#17430 02500-4 B. S1ipNOT Grade 3-Coarse, manufactured by W.S. Molnar Company. C. SAFTRAX, manufactured by Thermion, Silverdale, Washington. Slip Resistant Coating can only be factory applied. The Contractor shall anticipate shipping PRV and meter boxes to the factory for application. Slip Resistant Surface Treatment is incidental to the Project cost. 2.13 DIELECTRIC INSULATED UNIONS Dielectric insulated unions shall be used to connect dissimilar metals. They shall separate the metals so that the passage of more than one percent of the galvanic current, which would exist with metal to metal contact, is prevented. Unions shall be of the same material as the pipe to which attached, and pressure and temperature ratings shall be no lower than that of the piping system in which it is installed. 2.14 LOCATOR WIRE If encountered, locator wires shall be carefully disconnected and reattached to the satisfaction of the Engineer. If extra wire is needed it shall be 12-gauge solid copper, single strand continuous locating wire with plastic insulation is to be on the outside of all polyethylene laterals. The wire shall be stripped of insulation at the connection and then securely and permanently connected to the corporation stop at the watermain and to the meter setter so as to maintain continuity. See City of Kent Standard Plans 3-10 through 3-12. PART 3 INSTALLATION 3.1 PIPE HANDLING All types of pipe shall be handled in a manner that will prevent damage to the pipe, pipe lining, or coating. Pipe and fittings shall be loaded and unloaded using hoists and slings in a manner to avoid shock or damage, and under no circumstances shall they be dropped, skidded, or rolled against other pipe. If any part of the coating or lining is damaged, repair thereof shall be made by the Contractor at no additional expense to the City and in a manner satisfactory to the Engineer. Damaged pipe shall be rejected, and the Contractor shall immediately place damaged pipe apart from the undamaged and shall remove the damaged pipe from the site within 24 hours. Methods of pipe handling and storage shall be corrected by the Contractor should the Engineer determine that these methods are damaging to the pipe. City of Kent 640 Zone Individual PRVs G&O#17430 02500-5 Pipe shall be stacked in such a manner as to prevent damage to the pipe, to prevent dirt and debris from entering the pipe, and to prevent any movement of the pipe. The bottom tiers of the stack shall be kept off the ground on timbers, rails, or other similar supports. Pipe shall not be strung across driveways, in ditches, or in the construction zone without specific on-site Engineer approval. Valves and fittings shall be stored on pallets or similar materials to keep them off the ground and prevent dirt and debris from entering them. 3.2 CUTTING PIPE Whenever it becomes necessary to cut a length of pipe, the cut shall be made by abrasive saw or by a special pipe cutter. Pipe ends shall be square with the longitudinal axis of the pipe and shall be reamed and otherwise smoothed so that good connections can be made. Oxyacetylene torch cutting of pipe shall not be allowed. The Contractor shall have the approval from the Engineer and notification shall be given to the Engineer before any pipe cutting on existing service lines or water mains will be allowed. The Contractor shall comply with all the conditions established by the Engineer. The Contractor shall give the Engineer a minimum notice of 48 hours before cutting any service line or water main. No pipe cutting will be allowed on holidays or weekends, unless specifically agreed to by the Engineer. 3.3 CONNECTION TO EXISTING SYSTEM The location, type and size of existing facilities have been determined from available records and are approximate. It is anticipated that connections to these existing facilities may be made, in general, as shown on the Plans except adjustments may be required for vertical and horizontal alignment. It shall be the responsibility of the Contractor to determine the exact location and ascertain the type and size of the existing facilities prior to starting work on each connection and to provide any alternations as required in the connection detail. Connections to existing facilities shall be made with the use of fittings, valves, couplings, reducers, and other miscellaneous fittings, as shown on the Plans and as specified or with additional pipe or fittings as approved by the Engineer to connect the new construction under this Project to the existing pipelines. The contractor shall have the authority to turn meter stops on and off as needed to complete the work. The Contractor shall notify the Engineer and all water customers affected 48 hours in advance of such shut off. Contractor shall City of Kent 640 Zone Individual PRVs G&O#17430 02500-6 diligently pursue the connection to completion so that the time required for the shut off is held to a maximum of 4 hours or as approved by the Engineer. In the event of a malfunction or damage, the Contractor shall notify and coordinate with the Engineer on a corrective action. All connections to existing service lines shall be completed the same day as they are started. The Contractor shall time its operations so that the water will not be shut off overnight or over weekends or during holidays. 3.4 SERVICE LINES A. 1-inch service connection, see City of Kent Standard 3-10. B. 1-1/2 and 2-inch service connection, see City of Kent Standard 3-11. 3.5 THREADED PIPING Threads for threaded joint piping shall be neatly cut with sharp tools and jointing procedure shall conform to best practice. Before jointing, all scale shall be removed from pipe by some suitable means such as pounding. After cutting, all pipe shall be reamed. All pipe shall be screwed together with an application of approved pipe compound applied to all male threads. Once a joint has been tightened, it shall not be backed off unless threads are recleaned and new compound applied. This application neatly made; all compound, dirt thoroughly wiped off outside of every joint. Unions shall be installed in all threaded joint piping to facilitate removal of sections for maintenance, repair in accordance with best trade practice. 3.6 HIGH DENSITY POLYETHYLENE (HDPE) PIPING HDPE pipe shall be installed in accordance with the manufacturer's instructions as shown on the Plans and as specified herein. 3.7 PRV AND PRV BOX LOCATION The PRV shall be installed in accordance with Kent Standard Plan 3-13M on the downstream side of the water meter box as close to the water meter box as possible. In situations where not feasible, the contractor shall coordinate with the Engineer to identify a new location. It may be necessary to place the PRV box in the sidewalk. In such cases,the edge of the PRV box shall be no closer than 6 inches to any edge of the sidewalk. A minimum of 2 inches (edge to edge) must be maintained between adjacent PRV City of Kent 640 Zone Individual PRVs G&O#17430 02500-7 boxes. PRV boxes relocated in the sidewalk shall be in accordance with Section 2.11 of this Specification. PRVs shall not be installed in ditches, next to large tree roots, or any location not easily accessible to the homeowner. 3.8 RELOCATE IRRIGATION The Contractor shall test the existing irrigation system prior to relocating to verify system functionality. After testing, the Contractor shall document and report system functionality to the Engineer and proceed according to the following: A. Functioning Existing Irrigation System—The Contractor shall remove, relocate, and reconnect all piping, appurtenances, conductors, and conduits necessary to restore the irrigation system to its functionality as observed during initial testing. After relocation, the Contractor shall test the relocated irrigation system in the presence of the Engineer to verify functionality and completion. B. Non-Functioning Existing Irrigation— The Contractor shall remove, relocate, and reconnect all piping, appurtenances, conductors, and conduits necessary to restore the irrigation system to a condition that would normally be considered functional. The Contractor is not responsible for repairing or replacing existing damaged or non-functioning irrigation components. If any part of the irrigation system is damaged during any activity associated with the PRV installation, meter relocation, or irrigation relocation, repairs shall be made by the Contractor at no additional expense to the City and in a manner satisfactory to the Engineer. 3.9 WATER METER AND METER BOX LOCATION A. Relocated—The meter shall be located so that the meter box is directly behind the sidewalk, or curb if there is no sidewalk, and perpendicular to the street, with the top of the angle stop 8 to 10 inches below the finish grade. See City of Kent Standard Plans 3-10 and 3-11. 1. Exception—It may be necessary to place the meter box in the sidewalk. In such cases, the edge of the meter box shall be no closer than 6 inches to any edge of the sidewalk. A minimum of 2 inches (edge to edge) must be maintained between adjacent meter boxes. See City of Kent Standard Plans 3-10 and 3-11. Meter boxes relocated in the sidewalk shall be in accordance with Section 2.8 of this Specification. City of Kent 640 Zone Individual PRVs G&O#17430 02500-8 B. If there is no sidewalk between the edge of pavement and the property line, the meter box will be installed behind the shoulder and/or ditch at a location approved by the Engineer. It will be necessary to culvert the ditch at the meter location for meter reading access. C. Meter boxes shall not be installed within driveway approaches unless no other location is feasible. In that case, traffic bearing meter boxes and lids shall be used. The Contractor shall inspect the water meter prior to relocating to verify the presence of"touch-read" style water meters. Upon identifying touch-read style meters the Contractor shall notify the Engineer. The Contractor is not required to reconnect electrical components of touch-read style water meters. 3.10 LEAK TESTING All piping systems including irrigation shall be visually inspected to demonstrate leak tightness prior to burial and acceptance. The Contractor shall coordinate inspections with the Engineer. 3.11 WATER PIPE DISINFECTION Parts to be installed should be kept in a sanitary manor until installation. All pipe and fittings used for the connection shall be clean and disinfected with a minimum 5 percent chlorinated solution immediately prior to making said connection. After installation the service shall be flushed using customer's hose bibb, if available, until clear and a representative distribution system chlorine residual is achieved, or as approved by the Engineer. 3.12 ADJUSTMENT OF NEW AND EXISTING STRUCTURES TO GRADE All new and existing meter boxes, PRV boxes, irrigation boxes, and other utility structures encountered on the Project shall be adjusted to finished grade to the satisfaction of the Engineer. Readjustments not approved by the Engineer shall be done by the Contractor at no additional cost to the City. *** END OF SECTION *** City of Kent 640 Zone Individual PRVs G&O#17430 02500-9 SECTION 02700 GRAVEL MATERIALS PART1 GENERAL 1.1 SCOPE The work specified in this Section includes the various types of granular materials that are to be used in trenches and other excavations as shown on the Plans and as specified herein. PART2 PRODUCTS 2.1 CRUSHED SURFACING TOP COURSE Crushed surfacing base course and top course shall conform to Section 9-03.9(3) of the WSDOT Standard Specifications. 2.2 PEA GRAVEL Pea gravel shall be relatively round, processed, washed rock conforming to ASTM C33 with the following sieve analysis. Sieve Analysis %Passing by Weight) Sieve Size Percent Passing 1/2" 100 3/8" 85-100 No. 4 10-30 No. 8 0-10 No. 16 0-5 PART 3 EXECUTION 3.1 CRUSHED SURFACING TOP COURSE Crushed surfacing base course and/or top course shall be placed underneath asphalt paving, to the lines and grades shown on the Plans or as required by the Plans and shall be compacted to a dense, unyielding state of at least 95 percent of the maximum dry density, using the modified Proctor, per ASTM D1557. 3.2 PEA GRAVEL Pea gravel shall be placed inside boxes as shown on the KSP 3-13M. *** END OF SECTION *** City of Kent 640 Zone Individual PRVs G&O#17430 02700-1 SECTION 02740 HOT MIX ASPHALT PAVING PART1 GENERAL 1.1 SCOPE The work specified in this Section includes the construction of hot mix asphalt (HMA) paving. This Section also includes asphalt trench patching and temporary asphalt cold-mix for temporary repairs. The work in this section shall be accomplished in accordance with the Standard Specif cations for Road, Bridge and Municipal Construction, 2016 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association(APWA), Washington State Chapter (hereafter"Standard Specifications"). The Standard Specifications, as modified or supplemented by the'Amendments to the Standard Specifications and Technical Specifications shall govern the Work. Delete the WSDOT Section 5-04, Hot Mix Asphalt (April 4, 2016 and August 1, 2016)Amendments. 1.2 SUBMITTALS The Contractor shall provide certificates of laboratory tests indicating current sieve analysis data and mix design for hot mix asphalt pavement mix designs as further specified herein. The certificates shall be provided to the Engineer at least 5 consecutive calendar days prior to placement of any materials. PART 2 PRODUCTS 2.1 HOT MIX ASPHALT PAVEMENT A. Hot mix asphalt pavement, HMA, CL. 1/2" PG 64-22, shall conform to Section 5-04.2 of the WSDOT Standard Specifications. Prior to the production of HMA, the Contractor shall determine a design aggregate structure and asphalt binder content in accordance with WSDOT Standard Operating Procedure 732. Once the design aggregate structure and asphalt binder content have been determined, the Contractor shall submit the HMA mix design on DOT form 350-042 demonstrating the design meets the requirements of Sections 9-03.8(2) and 9-03.8(6) of the WSDOT Standard Specifications. Mix designs shall be accepted by commercial evaluation. The contractor shall only complete the first page of form 350-042. The contractor shall provide verification of mix design in one of the following processes: City of Kent 640 Zone Individual PRVs G&O#17430 02740-1 1. Submit samples to WSDOT State Materials Lab for WSDOT verification testing in accordance with WSDOT Standard Specifications. 2. Reference a mix design that has been previously verified by the WSDOT Field Verification Testing Process or verified by WSDOT State Materials Lab on a previous project. B. Mix design verification is valid for one year from the date of verification. At the discretion of the Engineer, the Engineer may accept mix designs verified beyond the verification year with certification from the Contractor that the materials and sources are the same as those shown on the original mix design. C. In no case shall the paving begin before the determination of anti-strip requirements has been made. Anti-strip requirements will be determined by: 1. Testing by Contractor in accordance with WSDOT TM 718. 2. Historical aggregate source anti-strip use provided by WDOT. 3. If the determination of anti-strip requirements has not been made through Item a. or b. above, then a minimum of 0.25 percent anti- strip will be used. D. The mix design will be the initial Job Mix Formula (JMF) for the HMA being produced. Any additional adjustments to the JMF will require the approval of the Engineer and may be made per WSDOT Standard Specifications Section 9-03.8(7). 2.2 COLD MIX TEMPORARY REPAIR Cold-mix material shall be MC-2 asphaltic concrete commonly referred to as "cold-mix." Cold Mix Temporary Repair is incidental to the project cost. PART 3 EXECUTION 3.1 GENERAL The Contractor shall provide, place and maintain all temporary markings and signage as required to warn and direct facility traffic as necessary during his paving operations. City of Kent 640 Zone Individual PRVs G&O#17430 02740-2 3.2 ASPHALT CONCRETE PAVEMENT PLACEMENT Asphalt concrete pavement materials shall be placed on compacted crushed surfacing base course as described in Specification 02700, as shown on the Plans, as indicated elsewhere in these Specifications, and in conformance with Sections 5-04.3(1), 5-04.3(2), 5-04.3(3), 5-04.3(4), 5-04.3(9), 5-04.3(10), 5-04.3(11), 5-04.3(12), 5-04.3(13), 5-04.3(14) 5-04.3(16) and 5-04.3(20) of the WSDOT Standard Specifications. No material transfer devices or vehicles shall be used on this project. 3.3 COLD MIX TEMPORARY REPAIR During the course of construction, it may be necessary to provide temporary vehicle and/or pedestrian access within the project limits. Such temporary access shall be provided by temporarily patching trench crossings or other areas with cold mix, until such time as the permanent surface restoration is installed. Locations shall include those areas specifically indicated on the Plans, directed by the Engineer or as further specified herein. This material will be furnished, placed, compacted, and removed and wastehauled at various locations throughout the project. The trenches and/or subgrade shall be thoroughly compacted and brought to a smooth grade prior to placing the material. It shall be placed, maintained (daily), and removed and wastehauled by the Contractor. Provide a minimum compacted thickness of 2 inches. 3.4 ASPHALT JOINTS All joints of hot mix asphalt pavement shall be sealed with hot poured sealant meeting the requirements of WSDOT Standard Specification 9-04.2 3.5 SAWCUTTING Where shown on the Plans or where directed in the field by the Engineer, the Contractor shall make a neat vertical sawcut at the boundaries of the area to be removed. Care shall be taken during sawcutting so as to prevent damage to the existing asphalt concrete, or concrete, to remain in place. Any pavement or concrete damaged by the Contractor outside the area scheduled for removal due to the Contractor's operations or negligence shall be repaired or replaced to the Engineer's satisfaction by the Contractor at no additional cost to the City. All cuts shall be continuous, full depth, and shall be made with saws specifically equipped for this purpose. No skip cutting, wheel cutting or jack hammering will be allowed unless specifically approved otherwise by the Engineer. However, even if preapproved as a method of cutting, no payment will be made for this type City of Kent 640 Zone Individual PRVs G&O#17430 02740-3 of work, and it shall be considered incidental and included in the various unit contract and lump sum prices listed in the Proposal. The location of all pavement cuts shall be preapproved by the Engineer in the field before cutting commences. All water and slurry material resulting from sawcutting operations shall not be allowed to enter the storm drainage or sanitary sewer system and shall be removed from the site and disposed of in accordance with the Washington State Department of Ecology regulations. All existing asphalt concrete pavement edges shall be saw cut back to sound material, in uniform lines immediately prior to paving operations. Any edges broken between the time of cutting and placement of new paving shall be recut to the satisfaction of the Engineer at no additional cost to the City. All excess excavated materials shall be hauled to waste. 3.6 ASPHALT TRENCH PATCH This work shall consist of the preparation, placing and compaction of asphalt trench sections, in accordance with the details included on the plans and the requirements outlined herein. The work shall be in conformance with Sections 3.2 herein unless specifically directed otherwise by the Engineer. The Contractor shall restore all asphalt surfaces excavated or disturbed to a condition acceptable to the Engineer. The trench section shall be patched as indicated on the plans and in accordance with the following steps: A. Crushed rock/temporary asphalt shall be installed to the top of the existing pavement. Crushed rock shall be installed in the trench section on a daily basis as required to maintain the existing pavement surface elevation. The area will be open to traffic. This restoration shall be maintained as directed by the Engineer. B. Crushed rock/temporary asphalt shall be removed to the depth of existing pavement or to the depth of the asphalt section specified on the plans, whichever is thicker. The trench shall be paved to match the existing pavement surface. HMA trench patching shall be constructed by the Friday following pipe installation. All trench areas shall be patched and cleaned by close of work that day. City of Kent 640 Zone Individual PRVs G&O#17430 02740-4 Before any HMA material is placed, all pavement cuts shall be trued so that marginal lines of the patch will form a rectangle with straight edges and vertical faces a minimum of 1 foot back from the maximum trench width. The asphalt shall be placed and compacted in 2-inch lifts. The asphalt trench patch thickness shall match existing asphalt thickness or the minimum pavement repair section indicated on the plans whichever is thicker. Seal all joints scheduled to not receive an asphalt overlay. *** END OF SECTION *** City of Kent 640 Zone Individual PRVs G&O#17430 02740-5 SECTION 02950 SITE RESTORATION AND REHABILITATION PART GENERAL 1.1 SCOPE The work specified in this Section includes those areas, which shall be graded, restored with sod, landscape materials, hardscape materials, and plant materials. The work also includes repair and replacement of fencing and other property features impacted during construction. Particular care shall be taken to minimize damage to landscaped areas within and adjacent to construction areas. In the event construction is to be carried out in areas, which are landscaped, appropriate measures shall be taken to restore such areas to conditions existing prior to construction. 1.2 RELATED WORK SPECIFIED ELSEWHERE Section Item 02700 Gravel Materials 02740 Hot Mix Asphalt Paving 03300 Cast-In-Place Concrete 1.3 QUALITY ASSURANCE A. PLANT MATERIAL Quality, size, and conditions as determined by standards set forth in the American Association of Nurserymen Standard ANSI Z60.1. B. FERTILIZER Conform to Washington State Department of Agriculture Laws and Federal Specification 0-F-241D pertaining to commercial fertilizers. PART 2 PRODUCTS 2.1 SOD Replacement sod shall be of premium quality which closely matches existing grass/lawn in the immediate area. The sod shall be purchased locally, and as such, accustomed to the existing climate and soil conditions of the local area. City of Kent 640 Zone Individual PRVs G&O#17430 02950-1 Should the Contractor or Engineer desire to reuse existing sod, it shall be per 3.3 of this Section. 2.2 GRASS SEED Grass seed or hydroseeding shall not be used. 2.3 TOPSOIL Topsoil shall have a pH value between 6 and 8, shall be fertile, friable, natural loam, containing 5 to 8 percent of humus, and shall be capable of sustaining vigorous lawn growth. Topsoil shall be free of any admixtures of subsoil, stones 2 inches in diameter or larger, clods of earth, plants or their roots, sticks, or other extraneous material. All topsoil shall be furnished as necessary and approved by the Engineer to complete the required restoration. 2.4 HANDSCAPE MATERIALS Some construction activities may require the removal of Hardscape Materials including pavers, brick, stones, retaining walls, railroad ties. These materials may be reused, if suitable and in good condition, during restoration which shall be to the satisfaction of the Engineer and are subject to the requirements of 3.8 of this Section. Any Hardscape Materials damaged during construction activities shall be replaced in kind by the Contractor at no additional cost to the City. Hardscape Materials are incidental to the Project cost. 2.5 LANDSCAPE MATERIALS Some construction activities may require the removal of Landscape Materials including trees, shrubs, groundcover, and mixed materials. These materials may be reused, if suitable and in good condition, during restoration which shall be to the satisfaction of the Engineer and subject to the requirements of 3.8 in this Section. Replacement Landscape Materials shall be as follows: A. TREES, SHRUBS, AND GROUNDCOVER Shall be replaced in kind with similar species which are nursery grown and healthy. Each tree and shrub, and no less than 10 percent of groundcover plants shall be accurately labeled upon arrival to the Project Site. Trees, shrubs, and groundcover shall be fertilized with Triple 14 (14-14- 14) slow-release fertilizer granules. City of Kent 640 Zone Individual PRVs G&O#17430 02950-2 B. MIXED MATERIALS Are defined as beauty bark, gravel, crushed rock, river rock, lava rock. Replacement shall be in kind or as approved by the Engineer. Landscape Materials are incidental to the project cost. 2.6 FENCING REMOVAL AND REPAIR Certain individual site locations will require temporary removal of fencing for site access and construction. The Contractor shall be required to remove and replace existing barbwire, wood, and chain link fences. The Contractor is urged to inspect the construction site so as to ascertain the condition of existing fences. The fences shall be replaced as soon as practicable with new matching materials or replaced with the removed existing materials provided that removed materials can be replaced in the same condition which they were removed. If any part of the fence materials including fence posts and footings are damaged during construction activities, repairs shall be made by the Contractor at no additional cost to the City in a manner satisfactory to the Engineer. Fencing Removal and Repair are incidental to the project cost. PART 3 EXECUTION 3.1 SOIL PREPARATION Verify that soil conditions are satisfactory for soil preparation work. Prepare soil no closer than 3 feet from existing tree trunks up to 6 inches in diameter;no closer than 4 feet from existing tree trunks up to 12 inches in diameter; no closer than 6 feet from existing tree trunks larger than 12 inches in diameter. Loosen compacted soils to a depth of 12 inches. Rake and remove all material larger than 1-1/2 inches in diameter. Place 2 to 3 inches of topsoil over existing soil, mix and till to a depth of 6 inches. This material shall be suitable topsoil from the site or imported material. 3.2 TREE AND SHRUB PLANTING Plant trees and shrubs upright and face to give best appearance or relationship to adjacent plants. City of Kent 640 Zone Individual PRVs G&O#17430 02950-3 Excavate all planting holes twice the spread of the tree, shrub, or groundcover root ball or root system. Place 3 inches minimum of topsoil lightly compacted layer of prepared topsoil under root system of each tree and shrub. Loosen planting hole subsurface to a depth of 4 to 6 inches prior to placement. Loosen and remove burlap from around at least upper 1/2 of root ball and remove excess burlap. Pulling burlap from under root balls will not be permitted on large and loose root balls. Cut off cleanly all broken or frayed roots. Place and compact backfill soil consisting of two way topsoil carefully to fill all voids and avoid injury to roots. Mix moisture-retention agent into backfill per manufacturer's specifications. When hole is nearly filled, completely fill with water and allow water to soak away. Fill holes to finish grade and prepare for other work indicated. Fertilize all trees, shrubs and groundcover with Triple 14 slow-release fertilizer. Place fertilizer on surface of mulch around plant. Apply in quantities per manufacturer's specifications. 3.3 SOD Areas of sod to be removed shall be laid out in square strips of such size as to provide easy handling and matching. The sod shall then be carefully cut along these lines to a depth of 4 inches, taking care to keep all cuts straight and cut all strips to the same width. After the sod has been cut vertically, it shall be removed to a uniform depth of approximately 3 inches with an approved type of sod cutter. This operation shall be performed in such a manner as to ensure uniform thickness of sod throughout the operation. As the sod stripping proceeds, the sod strips shall be placed in neat piles at convenient locations, and from then on, they shall be maintained in a damp condition until the sod strips are replaced on the lawn. In no case shall the sod remain in piles longer than 10 days before replacement on the lawn. Prior to replacing the strips of sod, the striped area shall be carefully shaped to proper grade and be thoroughly compacted. Wherever construction operations have resulted in the placement of unsuitable or poorer soils in the areas to be resodded, the surface shall be left low and covered with a minimum of 6 inches of topsoil. All tools used shall be of the type specially designed for the work and be satisfactory to the Engineer. There shall be no separate monies due the Contractor for removing and replacing existing grass sod. City of Kent 640 Zone Individual PRVs G&O#17430 02950-4 3.4 TOPSOIL Those areas to receive topsoil shall have the trenched backfilled to within 6 inches of the finished grade. A compacted 6-inch depth of topsoil shall then be applied to the subgrade. The Contractor may elect to utilize and stockpile existing and excavated topsoil material;however, no separate payment will be made for its use. 3.5 LANDSCAPE MIXED MATERIALS Landscape materials shall be spread smoothly across the final grade. 3.6 LANDSCAPED AND IMPROVED AREAS Certain improvements and landscaping have been placed on and along the rights- of-way including the adjacent private properties. Wherever such property is damaged, destroyed, or the use thereof is interfered with due to the operation of the Contractor, it shall be immediately restored to its former condition by the Contractor at no additional expense to the City. Notice should be given to the property owner along the route of construction by the Contractor advising them of the methods he will use to preserve and restore the improvements. 3.7 FINISHING AND CLEANUP Before acceptance of the Project, all pipes, catch basins, PRV boxes, meter boxes, irrigation boxes, and other appurtenances shall be cleaned of all debris and foreign material. After all other work on the Project is completed and before final acceptance, roadways, driveways, planting strips, sidewalk, and construction areas shall be neatly finished to the lines, grades and cross-sections shown on the Plans and as hereinafter specified. In undeveloped areas, the entire area which has been disturbed by the construction shall be shaped so that, upon completion, the area will present a uniform appearance, blending into the contour of the adjacent properties. All other requirements outlined previously shall be met. Slopes, sidewalk areas, planting areas and roadway shall be smoothed and finished to the required cross-section and grade. Upon completion of the cleaning and dressing, the Project shall appear uniform in all respects. All graded areas shall be true to line and grade as shown on the typical sections and as required by the Engineer. With the exception of rockeries, all rocks in excess of 1-inch diameter shall be removed from the entire construction area and shall be disposed of the same as required for other waste material. In no instance, shall the rock be thrown onto City of Kent 640 Zone Individual PRVs G&O#17430 02950-5 private property. Overhang on slopes shall be removed and slopes dressed neatly so as to present a uniform, well sloped surface. All excess excavated material within the limits of the Project shall be removed entirely. All debris resulting from clearing and grubbing or grading operations shall be removed and disposed. Drainage facilities, such as inlets, catch basins, culverts, and open ditches, shall be cleaned of all debris resulting from the Contractor's operations. All pavements and oil mat surfaces, whether new or old, shall be thoroughly cleaned. Existing improvements, such as Portland cement concrete curbs, curb and gutters, walls, sidewalks, and other facilities which have been sprayed by the asphalt cement shall be cleaned to the satisfaction of the Engineer. Castings for manholes, monuments, water valves, lamp poles, vaults, and other similar installations which have been covered with the asphalt material shall be cleaned to the satisfaction of the Engineer. 3.8 CONSTRUCTION ACCEPTANCE The Contractor shall guarantee sod, landscaping materials, hardscape materials, plant materials, fence repairs and restorations, and workmanship for a period of 1 year following the date of project acceptance. During the 1-year guarantee period, should any sod, plant materials, fence repairs, hardscape repairs, or restorations show signs of failure such as dead or dying areas of sod or plant material, the Contractor shall repair or replace all deficient areas to the satisfaction of the Engineer. 3.9 PERMANENT SIGNING AND APPURTENANCES During the life of the Contract all existing signs, mailboxes and other appurtenances that are damaged or removed shall be replaced by the Contractor at no additional expense to the City. Existing signs may be temporarily relocated to portable sign stands for convenience of construction, subject to the approval of the Engineer. When temporarily installed on posts, the signs shall be located as near as practical to their permanent locations and shall have a minimum vertical clearance above the pavement in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). Private signs and appurtenances shall be removed and provided to the homeowner. All portable sign stands shall be designed to rigidly support the sign in position without creating a hazard to the motorist. Portable sign stands shall be furnished City of Kent 640 Zone Individual PRVs G&O#17430 02950-6 by the Contractor and upon completion of the work shall remain the property of the Contractor and shall be removed from the Project. All signs,unless specified herein, shall be mounted at a height of 7 feet as measured vertically from the ground (finished grade) to the bottom of the sign. *** END OF SECTION *** City of Kent 640 Zone Individual PRVs G&O#17430 02950-7 DIVISION 3 CONCRETE SECTION 03300 CAST-IN-PLACE CONCRETE PART GENERAL 1.1 SCOPE The work specified in this Section applies to the furnishing of all labor, materials, tools, and equipment required to replace all demolished concrete including driveways, driveway entrances, sidewalks, curbs, and gutters described herein and as required for a complete installation as described in the Contract Documents. 1.2 GENERAL All cast-in-place concrete shall comply with WSDOT Standard Specifications Section 6-02. 1.3 SUBMITTALS A. GENERAL The submittal for each included concrete mix shall include, as a complete package, the following as defined below: 1. Concrete Mix Design 2. Certified Test Results 3. Sieve Analysis 4. Product Data An incomplete concrete mix submittal package may render a rejection of the mix or could delay the review process. B. CONCRETE MIX DESIGN Submit mix design for the proposed mix to be used on the Project, indicating components, and proportions by weight, including any admixtures. Mix design shall state chloride content. City of Kent 640 Zone Individual PRVs G&O#17430 03300-1 C. CERTIFIED TEST RESULTS Submit laboratory test results indicating compressive strength of concrete in compliance with requirements specified herein and in accordance with ACI 301. D. SIEVE ANALYSIS Submit sieve analysis for proposed coarse and fine aggregates indicating components, source, gradation, and WSDOT aggregate source approval report, including WSDOT Aggregate Source ID. E. PRODUCT DATA Provide product data on all proposed admixtures, accessories, and embedded items to be used on the Project. F. MATERIAL DELIVERY TICKETS Provide copies of all concrete and grout material delivery tickets for the Project to the Engineer. PART 2 PRODUCTS 2.1 FORM MATERIALS A. FORMS FOR FINISH CONCRETE Plywood, metal, metal-framed plywood faced, or other acceptable panel- type materials, to provide continuous, straight, smooth, exposed surfaces. B. FORM COATINGS Provide commercial formulation form-coating compounds that will not bond with, stain, or adversely affect concrete surfaces, and will not impair subsequent treatments of concrete surfaces. 2.2 SIDEWALKS, DRIVEWAYS, AND DRIVEWAY ENTRANCES Sidewalks shall be constructed per WSDOT Standard Specifications 8-14. Driveways and driveway approaches shall be constructed per WSDOT Standard Specification 8-06. All sidewalks and driveway entrances shall conform to City of Kent Construction Standards Section 6.5, and Standard Plans 6-42, 6-43, 6-44M, 6-45 and 6-46. City of Kent 640 Zone Individual PRVs G&O#17430 03300-2 2.3 CURBS AND GUTTERS Concrete Curbs and Gutters shall be constructed per WSDOT Standard Specifications section 8-04. All curbs and gutters shall conform to City of Kent Construction Standard Plans 6-33M, 6-34M, and 6-35M. 2.4 JOINT FILLERS A. SIDEWALK JOINTS All sidewalk joints including those in contact with driveways shall conform to City of Kent Construction Standards Section 6.5, and Standard Plans 6-34M and 6-35M. B. DRIVEWAY JOINTS Shall match existing or as determined by the Engineer. Existing driveway joints are expected to have a variety of joint types and materials. 2.5 REINFORCEMENT A. REINFORCING STEEL ASTM A615, deformed bars: Grade 40 for#3 bars and smaller, Grade 60 for#4 bars and larger. B. TIE WIRE Minimum 16-gauge annealed type. C. MECHANICAL BAR SPLICES Comply with ACI 318 requirement of minimum tensile strength of 125 percent of specified yield for reinforcement. Subject to compliance with the requirements and approval of the Engineer, products, which may be incorporated into the work include, but are not limited to,the following: BAR-LOCK(MBT) Coupler Systems "ERICO"Rebar Splicing City of Kent 640 Zone Individual PRVs G&O#17430 03300-3 2.6 CONCRETE MIXING Concrete mixing shall be per WSDOT Standard Specifications sections 5-05.3(5) and 6-02.3(4)B. PART 3 EXECUTION 3.1 GENERAL Concrete demolition and replacement shall be done as an entire panel whose borders are defined by the existing joints. Demolished concrete shall be removed and wastehauled by the Contractor. Driveway access shall be restored at the end of each work day. The Contractor shall use Cold Mix Temporary Repair as described in Section 02740 to maintain driveway access at all times except during the concrete curing period. Any curb, gutter, sidewalk, driveway, or driveway entrance damaged, defaced, cracked, chipped, or determined to be of poor workmanship, in the opinion of the Engineer, shall be removed, wastehauled, and replaced by the Contractor, at the Contractor's expense. Sacking and grinding shall not be considered an acceptable means for repairing unacceptable sections. The Contractor shall further provide verbal and written notice (door hanger) to property owners identifying restricted use of their driveways, sidewalks, etc. This notice must be provided twice: at 1 week prior and again 1 day prior to the work being performed. The driveway entrance, curb and gutter and sidewalk shall be protected against damage or defacement of any kind until acceptance by the Engineer. Any driveway entrance not acceptable, in the opinion of the Engineer, because of damage or defacement shall be removed, wastehauled, and replaced by the Contractor at the Contractor's expense. Sacking, grinding, or spot repair shall not be considered an acceptable means for repairing unacceptable sections. 3.2 FORMS Design, erect, support, brace, and maintain formwork to support vertical and lateral, static, and dynamic loads that might be applied until such loads can be supported by concrete structure. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation, and position. Maintain formwork construction tolerances complying with ACI 347. Design formwork to be readily removable without impact, shock, or damage to cast-in-place concrete surfaces and adjacent materials. City of Kent 640 Zone Individual PRVs G&o#17430 03300-4 3.3 PREPARATION OF FORM SURFACES Clean reused forms of concrete matrix residue, repair and patch as required to return forms to acceptable surface condition. Coat contact surfaces of forms with a form-coating compound before reinforcement is placed. Thin form coating compounds only with thinning agent of type, amount, and under conditions of form-coating compound manufacturer's directions. Do not allow excess form-coating material to accumulate in forms or to come into contact with in-place concrete surfaces against which fresh concrete will be placed. Apply in compliance with manufacturer's instructions. Coat steel forms with a non-staining, rust-preventative form oil or otherwise protect against rusting. Rust-stained steel formwork is not acceptable. 3.4 REMOVAL OF FORMS Form facing material may be removed 4 days after placement. 3.5 REUSE OF FORMS Clean and repair surfaces of forms to be reused in work. Split, frayed, delaminated, or otherwise damaged form facing material will not be acceptable for exposed surfaces. Provide new form facing material. Apply new form coating compound as specified for new formwork prior to reuse of forms. When forms are extended for successive concrete placement,thoroughly clean surfaces, remove fins and laitance, and tighten forms to close joints. Align and secure joint to avoid offsets. Do not use "patched" forms for exposed concrete surfaces, unless approved by the Engineer and acceptable to the Engineer. 3.6 PLACING REINFORCEMENT Comply with Concrete Reinforcing Steel Institute's recommended practice for "Placing Reinforcing Bars" for details and methods of reinforcement placement and supports, and as herein specified. Avoiding cutting or puncturing vapor barrier during reinforcement placement and concreting operations. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials that reduce or destroy bond with concrete. Accurately position, support, and secure reinforcement against displacement by formwork, construction, or concrete placement operations. Locate and support reinforcing by metal/plastic chairs, runners, bolsters, spacers, and hangers, as required. City of Kent 640 Zone Individual PRVs G&O#17430 03300-5 Install reinforcing bars with clearance indicated on the Plans. Provide laps as shown and stagger locations to minimize the concentration of multiple reinforcing at joints. Bar lap splicing shall have full contact. Where full contact cannot be achieved, the maximum space between the spliced bars shall not exceed 2 inches. Unless noted otherwise on the Plans, provide two#5 minimum trim bars around all openings and penetrations. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. Install welded wire fabric in lengths as long as practicable. Lap adjoining pieces at least one full mesh and lace splices with tie wire. Offset end laps in adjacent widths to prevent continuous laps in either direction. 3.7 CONCRETE PLACEMENT A. PLACING CONCRETE IN FORMS Consolidate placed concrete by mechanical vibrating equipment supplemented by hand-spading, rodding, or tamping. Use equipment and procedures for consolidation of concrete in accordance with ACI 309. B. PLACING CONCRETE SLABS Deposit and consolidate concrete slabs in a continuous operation, within limits of construction joints, until the placing of a panel or section is completed. Consolidate concrete during placing operations so that concrete is thoroughly worked around reinforcement and other embedded items and into corners. Bring slab surfaces to correct level with straightedge and strikeoff. Use bull floats or darbies to smooth surface, free of humps or hollows. Do not disturb slab surfaces prior to beginning finishing operations. Maintain reinforcing in proper position during concrete placement operations. C. COLD WEATHER PLACING Protect concrete work from physical damage or reduced strength,which could be caused by frost, freezing actions, or low temperatures, in compliance with ACI 306 and as herein specified. When air temperature has fallen to or is expected to fall below 40 degrees F (4 degrees C), uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 degrees F (10 degrees C), and not more than 80 degrees F (27 degrees C) at point of placement. City of Kent 640 Zone Individual PRVs G&O#17430 03300-6 Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. Do not use calcium chloride, salt, and other materials containing antifreeze agents or chemical accelerators, unless otherwise accepted in mix designs. D. HOT WEATHER PLACING When hot weather conditions exist that would seriously impair quality and strength of concrete, place concrete in compliance with ACI 305 and as herein specified. Cool ingredients before mixing to maintain concrete temperature at time of placement below 90 degrees F (32 degrees Q. Mixing water may be chilled, or chopped ice may be used to control temperature provided water equivalent of ice is calculated to total amount of mixing water. Use of liquid nitrogen to cool concrete is at Contractor's option. Cover reinforcing steel with water-soaked burlap if it becomes too hot, so that steel temperature will not exceed the ambient air temperature immediately before embedment in concrete. Fog spray forms, reinforcing steel, and subgrade just before concrete is placed. Upon approval, water- reducing retarding admixture (Type D) may be used when required by high temperatures, low humidity, or other adverse placing conditions. 3.8 CONCRETE FINISH Shall match existing. Existing concrete finishes include, but are not limited to, exposed aggregate,broom finish, stained or colored concrete,painted, or as determined by the Engineer. 3.9 CONCRETE CURING AND PROTECTION A. GENERAL Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting, keep concrete continuously wet for not less than 7 days. Begin final curing procedures immediately following initial curing and before concrete has dried out. Continue final curing for at least 7 days in accordance with ACI 301 curing methods. Avoid rapid drying of concrete at the end of final curing period. City of Kent 640 Zone Individual PRVs G&O#17430 03300-7 B. CURING METHODS Perform curing of concrete by use of curing and sealing compound, by moist curing, by moisture-retaining cover curing, or by combinations thereof, as herein specified. Provide moisture curing by the following methods. Keep concrete surface continuously wet by covering with water, or provide continuous water-fog spray. Covering concrete surface with absorptive cover, thoroughly saturating cover with water and keeping continuously thoroughly saturating cover with water and keeping continuously wet. Place absorptive cover to provide coverage of concrete surfaces and edges, with 4-inch lap over adjacent absorptive covers. Provide moisture-cover curing as follows: Cover concrete surfaces with moisture-retaining cover for curing concrete, placed in wide as practicable width with sides and ends lapped at least 3 inches and sealed by waterproof tape or adhesive. Immediately repair any holes or tears during curing period using cover material and waterproof tape. Provide curing and sealing compound to exposed interior slabs and to exterior slabs, walls, sidewalks, and curbs, as follows: Apply curing and sealing compound to concrete slabs and walls as soon as initial curing operations are complete or immediately after the forms have been stripped (within 2 hours). Apply uniformly in continuous operation by power-spray or roller in accordance with manufacturer's directions. Completely cover the concrete surfaces with curing and sealing compound. Recoat areas subjected to heavy rainfall within 3 hours after initial application. Maintain continuity of coating and repair any damage during curing period. Do not use membrane curing compounds on surfaces which are to be covered with coating material applied directly to concrete, liquid floor hardener, waterproofing, dampproofing, membrane roofing, flooring (such as ceramic or quarry tile, glue-down carpet), painting, and other coatings and finish materials,unless otherwise acceptable to the Engineer. C. CURING FORMED SURFACES Cure formed concrete surfaces, including undersides of beams, supported slabs, and other similar surfaces by moist curing with forms in place for City of Kent 640 Zone Individual PRVs G&O#17430 03300-8 full curing period and until forms are removed. When forms are removed, continue curing by methods specified above, as applicable. D. CURING UNFORMED SURFACES Cure unformed surfaces, such as slabs, floor topping, and other flat surfaces by application of an appropriate curing method. Final cure concrete surfaces to receive liquid floor hardener or finish flooring by use of moisture retaining cover. 3.10 CONCRETE SURFACE REPAIRS A. PATCHING DEFECTIVE AREAS Repair and patch defective areas immediately after removal of forms. Cut out honeycomb, rock pockets, voids or bugholes over 1/4 inch in any dimension, and holes left by tie rods and bolts, down to solid concrete but, in no case to a depth of less than 1 inch. Make edges of cuts perpendicular to the concrete surface. Thoroughly clean, dampen with water, and brush- coat the area to be patched with specified bonding agent. For water and wastewater containment structures, utilize an epoxy resin bonding agent. Place patching mortar after bonding compound has dried. For exposed-to-view surfaces, blend white Portland cement and standard Portland cement so that,when dry, patching mortar will match surrounding color. Provide test areas at inconspicuous location to verify mixture and color match before proceeding with patching. Compact mortar in place and strike-off slightly higher than surrounding surface. B. REPAIR OF FORMED SURFACES Remove and replace concrete having defective surfaces if defects cannot be repaired to satisfaction of the Engineer. Surface defects, as such, include color and texture irregularities, cracks, spalls, air bubbles, bug holes, honeycomb, rock pockets; fins and other discolorations that cannot be removed by cleaning. Flush out form tie holes and form bolt holes, fill with non-shrink grout, or precast concrete cone plugs or rubber plugs secured in place with bonding agent or epoxy adhesive. Repair concealed formed surfaces, where possible, that contain defects that affect the durability of concrete. All repairs shall be approved by the Engineer. If defects cannot be repaired, the Contractor shall remove and replace the concrete. City of Kent 640 Zone Individual PRVs G&O#17430 03300-9 C. REPAIR OF UNFORMED SURFACES Test unformed surfaces, such as monolithic slabs, for smoothness and verify surface plane to tolerances specified for each surface and finish. Correct low and high areas as herein specified. Test unformed surfaces sloped to drain for trueness of slope, in addition to smoothness using a template having required slope. Repair finished unformed surfaces that contain defects, which affect durability of concrete. Surface defects, as such, include crazing, cracks in excess of 0.01 inches wide or which penetrate to reinforcement or completely through non-reinforced sections regardless of width, spalling, pop-outs, honeycomb, rock pockets, and other objectionable conditions. Correct high areas in unformed surfaces by grinding, after concrete has cured at least 14 days. Correct low areas in unformed surfaces during or immediately after completion of surface finishing operations by cutting out low areas and replacing with fresh concrete. Finish repaired areas to blend into adjacent concrete. Proprietary patching compounds may be used when acceptable to the Engineer. Repair defective areas, except random cracks and single holes not exceeding 1-inch diameter, by cutting out and replacing with fresh concrete. Remove defective areas to sound concrete with clean, square cuts and expose reinforcing steel with at least 3 inches of clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials to provide concrete of same type or class as original concrete. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. Repair isolated random cracks and single holes not over 1 inch in diameter by dry-pack method. Groove top of cracks and cutout holes to sound concrete and clean off dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding agent. Mix dry-pack, consisting of one part Portland cement to 2-1/2 parts fine aggregate passing a No. 16 mesh sieve, using only enough water as required for handling and placing. Place dry pack after bonding agent has dried. Compact dry-pack mixture in place and finish to match adjacent concrete. Keep patched area continuously moist for not less than 72 hours. Perform structural repairs with prior approval of the Engineer for method and procedure, using specified epoxy adhesive and mortar. Repair methods not specified above may be used, subject to approval of the City of Kent 640 Zone Individual PRVs G&O#17430 03300-10 Engineer. If acceptable repairs cannot be made, the Contractor shall remove and replace the concrete at no cost to the City. 3.11 TOLERANCES FOR FORMED SURFACES A. Variations form level or from the grades indicated on the Plans: 1. In Slab-On-Grade In any 10 feet of length— 1/4 inch. In any bay or opening, or in any 20 feet of length—3/8 of an inch. Maximum for entire length —3/4 inch. B. Variations in the linear building lines from the established position in plan view. 1. In 20 feet of length— 1/2 inch. Maximum for entire length— 1 inch. *** END OF SECTION *** City of Kent 640 Zone Individual PRVs G&O#17430 03300-11 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 0 Service Connection 1" Service 3-11 Service Connection 1-1/2" & 2" Service 3-12 Compound Water Meter with By-Pass (2 sheets) 3-13M Retrofit Pressure Reducing Valve with Box for 3/4", 1", 1-1/2", or 2" Service Lines 3-15 Irrigation Service Installation 3-16 Single-Family Residential Domestic Waterline/Fireline 3-17 Multi-Family Residential Domestic Waterline/Fireline 3-18 Double Check Detector Assembly & Vault (4" or Greater) (5 sheets) 3-21 Tapping Sleeve and Valve Assemblies 3-22 Typical Pipe Trench STREET 6-33M Cement Concrete Curbs 6-34M Curb and Sidewalk Joint Example 6-35M Expansion and Contraction/Control Joints 6-42 Residential Cement Concrete Driveway Approach 6-43 Commercial Cement Concrete Driveway Approach 6-44M Industrial Cement Concrete Driveway Approach Depressed Sidewalk 6-45 Alternate Driveway or Private Road Approach 6-46 Private Street Approach Serving 9 Lots or Less 640 Pressure Zone PRV North/Bond A - 2 December 14, 2017 Project Number: W20055 SCENT 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 3-10 Service Connection 1" Service 3-11 Service Connection 1-1/2" & 2" Service 3-13M Retrofit Pressure Reducing Valve with Box for 3/4 1 ", 1-'/2", or 2" Service Lines 3-15 Irrigation Service Installation 3-16 Single-Family Residential Domestic Waterline/Fireline 3-17 Multi-Family Residential Domestic Waterline/Fireline 3-18 Double Check Detector Assembly & Vault (4" or Greater) (5 sheets) 3-21 Tapping Sleeve and Valve Assemblies 3-22 Typical Pipe Trench STREET 6-33M Cement Concrete Curbs 6-34M Curb and Sidewalk Joint Example 6-35M Expansion and Contraction/Control Joints 6-42 Residential Cement Concrete Driveway Approach 6-43 Commercial Cement Concrete Driveway Approach 6-44M Industrial Cement Concrete Driveway Approach Depressed Sidewalk 6-45 Alternate Driveway or Private Road Approach 6-46 Private Street Approach Serving 9 Lots or Less 640 Pressure Zone PRV North/Bond A - 2 December 14, 2017 Project Number: W20055 z Lu 0� En CD O z W00 Lu w p Lu a o z WW a w J( � W FW- L) uu iLlu ce 2Z �X ~o a � En ad o aW N O� �m ZZ < w 0m wL1nW ¢ LL � C7p � � Y W W uj 1- w N as coa uW Wa WL ogo � x00 �u 5a LL EL Uwe . : a Lu O¢ w� O —Lu Yww o f � m �w arLn G tip Lu xz U t!] o J� �=W a p O� Op OO c ¢z _ZJd N W V] 3NIl `D 002 �S zw � � �oz 1N3W3SV3 u m W W ^ '"° L4 0 an u a0 ALi13dO'dd z O �j 0. vO Lu JY o W Q Y ^Z (.7 W N Z J tnuW Lu p J J x 0. p= It WO O O ¢ce Ln ¢ m W ZD Z¢ 0 x ,.OIOl„9 —Lu aw O coU a �-I Lu a� o0 :�V)i w0 O p a 0. [V Z In W N w L� c� it ua� wF Z o c0m O ?N W Lu p LLJH J p 0 En �WH w w 0 U0W ¢ p2 2 Z ru w X a 0 0 W 0 Lu �. Z w O W Lu p {nW m 0. r d � �N w 2 m0 w OJmW }ice 0� dW d a-� Ucc p � .J.iK <J W '~� ¢ IT) Z W � � LL. m Z C Cl1 AIL \¢J W � S7 w � 0 wG I,~ 0(D �x ��pz w oC ¢ � w pwUw w� F- dz z� OC Lu z Lu ¢O W w tLl OX d5 :58 000 W U o O UOUU IWU i fa w w z � w Ff ' w0 W W ¢W� M w pw ppLL 11J ��z0 Z ` v Uj Ln U a W W a�M w � �~ p 0 cc = d w ujuj� 7-.'. w In w J OLu < LL]WW x:cc cr oo: �w � a3 a O o cwn ¢ cwn� a�w u � 3d0u iiag o� ,Z zo N � o 0 Y Ln to Lu z u NOTE; THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT m Lu zT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE OSEP 1 Z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT v' � aF WASy� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. �� ~cy C TY RIO oePK NT y RTMENT SERVICE CONNECTION 21493 a KENON T 1" SERVICE �Op FGISTER� �c.� DESIGNED DMw DRAwH BB ` ANAL E� SCALE NONE STANDARD PLAN CHECKED DATE 10 EwKW APPROVED �.�7i-mb 11009 Lu ®METER BOX INSPECTION LID(OPEN) w w f a w O Ln ANGLE METER STOP a "� W/PADLOCK WINGS SIDEWALK SIDEWALK OR PLANTER STRIP 13-1/4"(1-1/2" MTR.) i OR PLANTER T CURB STRIP o SPACER PIPE 6"MIN. o W/HOLE IN SPACER(DO NOT STREET (NP•) CO INSTALL GASKETS) I 1 MAX. FROM PROPERTY LINE METER SETTER DRILL HOLE SINGLE CHECK ELL N 3 8"TO 12"OF 5/8"GRAVEL FOR DRAINAGE AND BOX SUPPORT U 0 O 1 O O CUSTOMER SERVICE LINE TO HOUSE OR BUILDING,INSTALLED PACK JOINT UNDER PLUMBING PERMIT ADAPTER(TYP.) END OF CITY OF KENT MAINTENANCE RESPONSIBILITY PER KENT CITY CODE SECTION Q 7.02.040 ADJUSTABLE BRACE 9 (NO BY-PASS) NOTES: I.P.S.HIGH DENSITY,CLASS 200 OR 1. 12 GAUGE INSULATED SOLID COPPER LOCATING WIRE,PLASTIC GREATER,POLYETHYLENE PIPE TO O COATED BARE WIRE ENDS,FOR POLYETHYLENE PLASTIC PIPE ONLY.NO PROPERTY LINE.(SEE KENT WATER SPLICES WILL BE ALLOWED. SERVICE CODE SECTIONS 3.5.1) O PERMANENTLY CONNECT FORD NO. FB-500 CORPORATION STOP OR APPROVED EQUAL. BARE WIRE TO SADDLE OR 3O PERMANENTLY CONNECT BARE WIRE ENDS TO METER SETTER WITH CORPORATION STOP STAINLESS STEEL HOSE CLAMPS. 2O BALL TYPE CORP. 4. SEE SEC.3.10 FOR PRE-APPROVED METER SETTERS AND METER BOXES. STOP W/M.I.P.T. ENDS 5. SEE STANDARD PLAN 3-13 IF PRESSURE REDUCING VALVE IS DOUBLE STRAP / REQUIRED. SADDLE 1 6. PROVIDE 8"CLEARANCE BETWEEN OUTSIDE EDGES OF ADJACENT METER BOXES. 7. CENTER METER SETTER IN METER BOX. 220 8. REDUCERS INSIDE SETTERS ARE NOT ALLOWED. 9O. INSTALL AN 18"PIECE OF SCHEDULE 40 PVC PIPE IN EACH OF THE HORIZONTAL CL METER SETTER BRACE EYES. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT QSEPZ, AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WATER MAIN �pF WASy�y THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 0 F.I.P.X POLYETHYLENE PIPE- 61 ENGINEERING DEPARTMENT ,0 CITY OF KENT � PACK]DINT ADAPTER WITH � = STAINLESS STEEL INSERT KENT SERVICE CONNECTION •0 ,P 21483 O WANNINOTON 1-1/2" & 2" SERVICE �O� �GISTe �� DESIGNED DMW �` ONAL E��'\� DRAWN BB SCALE NONE STANDARD PLAN CHECKED DAB oxxHaA APPROVED September 2009 ..ea Q, .. PRESSURE REDUCING INLINE BALL VALVE(PRV) VALVE W/HANDLE PRV BOX PER KENT SPECIAL PROVISIONS NOTES: O 1 1. BOX AND PRV SYSTEM TO BE LOCATED DOWNSTREAM OF WATER METER TO CITY WATER PRV AND SHALL BE THE PROPERTY OWNER'S RESPONSIBILITY TO MAINTAIN. MAIN METER SYSTEM 2. PRV SHALL BE ALL CAST BRONZE WATER REDUCING VALVE AND TO CUSTOMER STAINLESS STEEL STRAINER WILKINS, NO.600,3/4% 1", 1 1/2",OR 2", GROUND COVER PLAN BY-PASS,MONEL TRIM.MAX.FOR WATER-AIR OR PRE-APPROVED EQUAL. 3. FITTINGS SHOWN AS STREET ELLS AND NIPPLES MAY BE REPLACED a. WITH 900 BENDS AND LONGER NIPPLES TO CONFORM WITH DIMENSIONS REQUIRED.ALL PIPE AND FITTINGS TO BE BRASS. 3"TO 4"CLEARANCE TO BOTTOM OF BOX LID 4. PRV INITIAL PRESSURE SETTING: 65 PSI 5. SIZE OF PIPES,PRV JOINTS,COUPLERS,AND FITTINGS TO BE ALL THE SAME AS EXISTING SERVICE LINE. BRASS UNION 0 BRASS UNION PEA GRAVEL WILKINS_ -600 3-4"MIN. 4 7 EXISTING NATIVE SOIL SERVICE LINE FROM _ METER PACK JOINT ADAPTER,MALE OR TO CUSTOMER MER FEMALE THREAD(BOTH ENDS) NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �FFRE Y ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT S�OF WAS�j�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITYERiO oEPKENT U � Z RETROFIT PRESSURE REDUCING KENT VALVE WITH BOX FOR 3/4", I", WAIMIROTOR 1—I/2", OR 2" SERVICE LINES 0 �GISTER � DESIGNED DMW L' �� DRAWN BB SCALE NONE STANDARD PLAN SSIONAL �Cs CHECKED DATE 3-13 M ENO"IEER APPROVED TO LANDSCAPE P.R.V.IF REQUIRED IRRIGATION FOR IRRIGATION DOUBLE CHECK VALVE ASSEMBLY P.R.V.IF REQUIRED FOR BUILDING(SEE DEDUCT METER r STANDARD PLAN 3-13) PROPERTY LINE OR EASEMENT LINE IN TEE AFTER _,--WATER IRRIGATION DOMESTIC WATER P/L METER METER TYPICAL DEDUCT TYPICAL IRRIGATION INSTALLATION ONLY INSTALLATION R/W METER BOX IRRIGATION BOX O 6'VALVE BOX o I UNION(TYP.) QUICK COUPLER SWING JOINT ANGLE CHECK METER ELL STOP DEDUCT METER DOUBLE IRRIGATION MAINLINE CHECK VALVE 61, (SIZE VARIES) ASSEMBLY METER SETTER PIPE BRACE(OPTIONAL) �j 0.° 0,00 a0 o w PRESSURE REDUCING °�8 p0ffl VALVE LOCATION,IF REQUIRED FOR SERVICE LINE 12"LAYER IRRIGATION,PER FROM DOMESTIC PEA GRAVEL STANDARD PLAN 3-13 WATER R/W INSPECTION LID (OPEN)(TYP) I I METER BOX NOTES: 1. DRAWINGS ARE ILLUSTRATIONS ONLY. SIZE OF METER AND BACKFLOW PREVENTER SHALL BE PER THE APPROVED PLANS NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 2. BOXES OR VAULTS SHALL BE PER �SEP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S t ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT SECTION 3.10. �� of WASy,� 1� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 3. BACKFLOW PREVENTION SHALL BE PER �Q� co p CITY OF KENT SECTION 3.16. + y 2(j ENGINEERING DEPARTMENT 4. FOR IRRIGATION USE ONLY IRRIGATION SERVICE INSTALLATION.THE DCVA AND P 21493 o WASHINGTON INSTALLATION IRRIGATION BOX SHALL BE INSTALLED �0,� F�1STR� ��c``' EMGN PRIOR TO THE METER BEING SET.THE �G DRAWN-o D�sw � ONAL E \ Daww 88 SCALE NONE STANDARD PLAN DCVA CAN BE CERTIFIED AFTER CHECK m DATE I rJ' INSTALLATION OF THE METER. �aNm+ APPROVED September 2009 CITY WATER MAIN 1 2 SERVICE LINE T MIN. SEPARATION 0 w 1 2 CITY METER/SETTER (FUTURE DOMESTIC WATER METER) METER SEE STANDARD PLAN 3-10(TYP.) APPROVED DOUBLE CHECK VALVE ASSEMBLY AND APPURTENANCES(HEATED O 1" LINE OR INSULATED IN ACCORDANCE WITH WASHINGTON STATE DEPARTMENT OF HEALTH AND UPC REQUIREMENTS) LINE TO BE SIZED BY LICENSED FIRE SPRINKLER DESIGNER HOUSE DOMESTIC LINE Ol 1"FIRE LINE (32 GPM MAX.) PRESSURE 1 1"MINIMUM. GAUGE O SIZE INCOMING LINE AND DCVA IN ACCORDANCE WITH FIRE DEPT. WATER FLOW REQUIREMENTS DETECTOR O 1", 1-1/2"OR 2" DRAIN AND TEST CONNECTION METER SHALL MATCH PIPE SIZE PRESSURE--,--- RESSURE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT GAUGE AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE TO AUTOMATIC SOSEPjI ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT SPRINKLER SYSTEM pF WAS Hi THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. ti O �P� co D CITY OF KENT v� Z rp ENGINEERING DEPARTMENT KENT SINGLE—FAMILY RESIDENTIAL o� �F 21493 �Q �� w..H,.o.o. DOMESTIC WATERLINE/FIRELINE G1 R DESIGNED DM11Y SCALE NONE STANDARD PIMI ` ANAL LNG DRAWN ss CHECKED DATE ENGI 3—1 6 APPROVED September 2009 1 (ALTERNATE) NOTE: CITY WATER MAIN ALL MATERIALS,CONSTRUCTION, _ APPARATUS,CONNECTIONS AND 'r J 1-1/2"- APPURTENANCES SHALL BE IN 2"LINE ACCORDANCE WITH KENT CITY L`J CODES,STANDARDS AND DETAILS 4 ALL WORK IN STREET 3'MIN. RIGHT-OF-WAY OR FIRE LINE SYSTEMS EXCEEDING FLOW 5 i i SEPARATION EASEMENT PER CITY RATES OF 2 INCH DOMESTIC WATER OF KENT WATER METER,SHALL BE REQUIRED TO USE FIRE FLOW i i SERVICE CODE AND DOUBLE DETECTOR CHECK VALVE ALTERNATIVEQ THESE STANDARDS ASSEMBLIES PER STANDARD PLAN 3-18. I i 1-1/2 OR 2 METER/SETTER 1-1/2"OR 2" II METER/SETTER �JL I (FUTURE FIRE (DOMESTIC WATER LINE METER) METER,SEE STANDARD L r J PLAN 3-11(TYP) II rJl� ALTERNATE#1 I ALTERNATE LOCATION OF 1-1/2"MIN. DCVA IN A VAULT.MUST LINE MAINTAIN MIN.CLEARANCES FOR SERVICES LARGER THAN 2" PER STANDARD PLAN 3-18 DOUBLE CHECK VALVE lO WET TAPPING SLEEVE(FL)ON EXISTING MAIN,OR ASSEMBLY AND 4"TEE(FL)ON NEW MAIN APPURTENANCES (HEATED AND INSULATED ZO 4"RESILIENT WEDGE GATE VALVE(FLxFL) IN ACCORDANCE WITH WASHINGTON STATE 3O 4"REDUCER COMPANION(FL W/2"TAP) DEPARTMENT OF HEALTH AND UPC REQUIREMENTS) ® 2"NIPPLE,BRASS M.I.P.T.xM.I.P.T. 5O 2"FEMALE IP THREAD x 2"PACK JOINT ADAPTER 2"HOPE 7. 1-1/2'MINIMUM,OR SIZE INCOMING TEE DOMESTIC LINE LINE AND DCVA IN ACCORDANCE WITH FIRE DEPT.REQUIREMENTS. ACCESS TO DOUBLE CHECK HAS TO FIRE LINE BE APPROVED 8. SPRINKLER SYSTEMS WITH 20 HEADS OR MORE REQUIRE A FIRE DEPT. PRESSURE CONNECTION CHECK VALVE ASSEMBLY GAUGE 9. OUTSIDE LOCATION REQUIRES APPROVAL WATER FLOW OF UNDERGROUND FIRELINE PLAN DETECTOR DRAIN AND TEST CONNECTION TO AUTOMATIC SPRINKLER SYSTEM PRESSURE III.At AN A. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT GAUGE AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �pSEP� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� pF WASH, �� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. `o p CITY OF KENT ti+ v� Z rp ENGINEERING DEPARTMENT KENT MOLT-FAMILY RESIDENTIAL -oho 21493 w'%sul" .e" DOMESTIC WATERLINE/FIRELINE �FS��NAL �NCN DRAWDESIGN BB scALE NONE STANDARD PLAN CHECKED DATE Z APPROVED J -17 So.pTember 2009 R/W 15'MAX. PUBLIC WORKS FIRE DEPT. INSPECTION INSPECTION ola 21 * 22 0 Caw 17 r� CONC. 24 9 4" MIN. 15 U(a BLOCKING 12 INSTALL AN 4" MIN. 13 ISOLATION 4"MIN. VALVE AT 1 �3 16 4"MIN. 46 THE MAIN 5 14 8 9 FROM �Q o TO BUILDING MAIN Q Q J ` 4"MIN. 4 4 9 2 a 25 0 MIN. MIN, 10 11 46 g 7 �r ?v z 4 23 N T. METER ELECTRICAL CONDUIT TO BUILDING 3 35 22 B C gEo 6"-12i1 ABOVE co FINISHED ;o .GRADE T Cl NZl�ZA Z 20 Lu NOTES: z 19 w N A. SEE STANDARD PLAN 3-18 SHT.4 FOR PARTS LIST AND 3-18 SHT. 5 FOR NOTES O B. TRENCH DRAIN WITH GRATING COVER.SUMP PUMP GOES 16 46 IN THE TRENCH AND DISCHARGES ABOVE GRADE.THE TRENCH IS AN INTEGRAL PART OF THE VAULT CONSTRUCTION.IT SHALL NOT BE ADDED IN THE FIELD. TRIM GRATING AS NECESSARY FOR SUMP PUMP 6 INSTALLATION. CN • 'a' C. THE SUMP PUMP CAN PUMP TO THE STORM SYSTEM OR TO 0 op THE GROUND SURFACE OUTSIDE OF THE VAULT. ab D. WITH FIRE DEPARTMENT APPROVAL FDC CAN BE MOUNTED ON THE BUILDING. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT S pSEP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 6 MIN.COMPACTED ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT FOUNDATION GRAVEL WASy THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. UNDER VAULT CITY OF KENT O o o ENGINEERING DEPARTMENT 0 DOUBLE CHECK DETECTOR ASSEMBLY C— KENT & VAULT (4" OR GREATER) -0 p 21493 WASNINOTON SHEET 1 OF S ,P,2 FG I S T f �� DESIGNED Drew _ F` ONAL EN DECKED 99 DATE NONE STANDARD PLAN 3-18 APPROVED �� aepremrer 2009 FIRE DEPT. INSPECTION PUBLIC WORKS INSPECTION 0 LESS THAN 50' 4 MIN. z 2 28 22 DOOR TO BE INSTALLED AS 20 19 36 BUILDING I REQUIRED BY THE FIRE WALL DEPARTMENT 14 16 RIGHT-OF-WAY OUTSIDE PROPERTY LINE INSIDE 14 5 18" 8 MIN. i 46 / 15 TO BUILDING 29 38 39 28 SPRINKLER 18" 14 23 0 7 SYSTEM MIN. 7 16 14 4 27 METE=QLt��Tc4.l � �O' O \ 16 FROM SPRINKLER SYSTEM WALL WALL MOUNTED PIV(5) 28 20 BUILDING WALL 19 16 � 26 22 14 47 z FLXPE NOTES: co in 2: SPOOL ry in 15 14 7 1, SEE STANDARD PLANS 3-18 SHT.4 FOR PARTS LIST AND 3-18 SHT.5 FOR 16 O6 NOTES. 16 2. INTERIOR DCDA SHALL ONLY BE " PIPE SUPPORTS AND ALLOWED IN ZONING AREAS THAT HAVE ZERO SETBACK REQUIREMENTS ZI RESTRAINTS TO BE BETWEEN THE BUILDING AND THE DESIGNED BY PROPERTY LINE. 14 SPRINKLER SYSTEM DESIGNER S()SEP NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OUTSIDE INSIDE OF WAS/y AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �.� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT yQ RN z 0 THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. y CITY OF KENT ENGINEERING DEPARTMENT 100, 19, 21493 �Q �� DOUBLE CHECK DETECTOR ASSEMBLY 0 G►ST�R G <c. KENT INSIDE BUILDON ING 24- �R GREATER) DESIGNED DMW SCALE NONE STANDARD PLAN DRAWN- CHECKED DATE ENGINEER J Z—1 G� Q APPROVED September 2009 21 * 22* PUBLIC WORKS FIRE DEPT. INSPECTION INSPECTION 17 6"MIN. 15 14 14 13 46 16 12 46 R/w IT MAX. 24 --j 4"MIN. (TYP) I I 37 z INSTALL AN 23 g ISOLATION ;,, 8 VALVE AT 6 5 38 THE MAIN o FROM c e TO MAIN Q BUI�G Will 12 MIN. 38 0 ° MIN. MI 10 46 11 4 N 23 N ~ � METER 41 41 43 42 23 23 CONDUIT&HEATER SHOULD BE 01 ao 5 FASTENED TO ALUM. SUPPORT o CHANNELS 38 PROVIDE 9" MIN. p 38 CLEARANCE(TYP.) x w 40 44 x 6 12 M N. FROM I SLOPE GRADE ij .\ a...,,or.;,:,.. ., :.. : : ..:'..`a:.a-�.-,,.-.yy. :,es o�.'w,..o..:+ir. :;�.. •�" e:., \ 45 s 2, 5/8" MINUS CRUSHED ROCK 2" 2'_0" MINIMUM 8 8 CONTINUE RESTRAINT VARIES BY MANUFACTURER&SIZE AS NEEDED FLOW RESTRAINED BEND,MI(TYP) 46 39 FLOW 10 ---' RESTRAIN ALL JOINTS FROM MAIN TO ASSEMBLY 46 39 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT pSEP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT NOTES; � pF W AS y THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 1. SEE STANDARD PLANS 3-18 SHT.4 �v� co p CITY OF KENT FOR PARTS LIST AND 3-18 SHT.5 2 ENGINEERING DEPARTMENT FOR NOTES. �—+ r �-3 DOUBLE CHECK DETECTOR ASSEMBLY 2. FOR USE IN AREAS PRONE TO o 21as3 KENT ABOVE GROUND (4" OR GREATER) �F �O �� "'"•" "�*�■ SHEET 3 OF S FLOODING OR WITH HIGH WATER O,c� GISTR DESIGNED DMW TABLES, F` ONAL ANC'\ DRAWN BB SCALE NONE STANDARD PLAN CHECKED-1DATE Z_1 v Q APPROVED ++ J September 2009 6(W j;Cg ;)jdaj 03AONddV 31V0 03NO3H5 Re NMYda NO Hi aV d uaNyls 3NON 31V05 Mna 03NDIS30 ��� lbNO ��1Slg �y0 '3dId ONnodv llV b0Ib3JX3 2 10 t 133Hs NOlOMINO�M �� �� £stlb�d d011 aNV'dOR13JNI 30N"V310 NZ 8 isn siavd nm V AISMSsv 1N3x OM*NW ,a 8=3ma A03Ho manoa [ , _ 'WISAS W'dO1S 9NI9WMd 1NWIMW30 CHIa33HICN3 Z cl) 9NI mne Ol NIVdG b0013 Z SNax 30 XI,ID �.9ti, o�y y IIVHSbVW '153nb3b NOdn a3NIV190 39 AVW Ado:)V'1ND d0 kU:)3H1 HSdM '� 3bI3 3H1 A9 cmdinb3b SV IIVM 9Z 1V 3IIA NO id3)1 SI Nouv:) ignd b03 03AObddV ONV 2133NI9N3 r, 3H1 A9 OWDIS'IVNI!)NO 3H1'31V0Ildna 9INOW0913 NV ��'aM 'VHSO bad 0,b3)1 SV b3OOVl Z Inn lN3Wn:)OO 9NIb33NI9N31V991 V ION SI NVId SIHl:310N 'S3bIM 9NI'dOJINOW OINOliJ.0313 b03 'SONS H109 aaivas'3A331S iin(]N00'AIV9 bZ '3dId'AIV9 3Hl Ol AUDMIO a3H0Vl.LV '(S'1HS 8T-£NVId'O1S NO 81 310N 33S)IV I 141IM 30NVOb000V SI NOLL03NN00 Od 3H1 ONV 031VNIWII3 NI 9NIbIM aaV'S3H01IMS b3dWV1 H1IM 39a3M JN3nlS3b 39 Ol S3A1VA A'8 TO £Z SI M0913`11f19 3H1 a3A0bddV SI VAOa„b V 3b3HM S3SVO NI'031V0IONI SV M0913 9NIOlIfl9 3H1 NO 03lNnow 'OV9Hilf19 3Hl KLIM„9 AIIVb3N39 RV @ v @* 39 NVO 0a3'IVAObddV 1N3Wlb'dd3a 3dId H-IM'1NVNaAH 3bI3 0n9lld V d0 'XVW ,OS WHIM 31V001'SdVO 9NIX00l 031SI1 In Ig NOI103NN00 ad aasn in *ZZ '33103aV3bHi(MH 11f19 N9x.tx.b * TZ 'NOLLV0N3WW003b (S '1HS 8I-E NVId'(IJS 33S)O,b3b SV Hi%N Fl'a3aV3bHl'9did'AIV9,,b b0„9 pZ S,b3bfLL0VdnNVW 3Hl b3d b0'NIW„8T 39 IIVHS IIVM 'a3ldVOV dixl3 6T 30ISNI 3Hl Ol JJ1N 9NLLVb3dO 3H1 WOb3 30NV1SIa Lb 8T '03bInb3b SV 9NIX0019 313b0N00 9b a35f110N 'AVM 13x13'IOOdS„b b0„9 T H0V3 '0'O„ST IV b#HJIM 9VIS 3J3b0NOJ 0301d03NI31d ® 13x13'(IN39 o06„b b0„9 9T 'TO.bZ S1109 dX3 SS,8/£ bb 'NOUV:)nddV V00a NO 9NI0N3d30 Miming 30ISNI 'S3A1VA IOb1N00 30 NOISIAb3dns bO llf1VA NI dNO TlV9/M I3'3AIVA H03H0 O31Vb3dO kUAVb9 3dA19NIMS„9 i OINOW3313 WA Al10Ib10313 3uni:)NI OSIV U110Vd 03Ab3S wOb3.uno,dm ivoIdr)m 31VbVd3S WObd I3x13'lOOdS Nb b0„9 bT 53bIM aNV imONO0 b3iV3H w:i X09 llfld DOA OZT £b ldxld'aN39 006 SfIIOVb 9NO1 Nb b0„9 £T '1131V3H X0910H Zb 'O,b3b SV ldxld'aN38 006 9NI0f103b„b b0„9`„8'NOT Zi 3,dnSOl0N3 WnNIwniV b0 SSV19b39Id ib 13x13'331.b b0„9'„8'NOT TT 'IVIb31VW 1NI01 NOISNVdX3„Z/1 HUM 3dId dVaM Ob 'H01IMS b3dWV1 'IW'ON39 006„b b0„9'„8'„OI 6£ /M bOlVOIONI JSOd/M 13x13'3AIVA 31V9 3903M JN3IIIS3b Nb b0„9'„8`„0T OT '13x13'aN38 006„b b0„9'„8'„0T 8£ 'lV3S 1H9LL b31VM 3NVW 013dId ONnow llV bOR13JX3 V b0Ib31NI.LnOb9 6 '13x13'IOOdS Nb b0„9`„8'„OT L£ '3dId 13x3d„b b0„9'„8'NOT 8 '9a19 3aISNI 'b3ldVOV 9Nndf100 ld„b b0„9'„8'xi L va0a 3NII3NI3 """"'"9NIOlIfl9 30 3aISinO NO N9I5 9£ 'S3AlVA)I03H0 2i3aNf1 SaVd 1bOddflS'0N00 9 HOlIMs b3dwV1/M aottlJlaNI •(SII O9AObddV H1lV9H 301N3W"Vd30 JS3lVl)3Nn NIVW NI VOOO S 1SOd/M 13'3AIVA 31V9 39a3M 1N3IlIS3b.4 b0'.9'.8'.0T (0 '03OV34H1'MO913'line 9x„tx„t, EE �V00a 301bVd)'3NI1 b3dwnd 30 90IS 3J1SOddO NO 39llVHS US11 03AObddV 1NR 'A'O Z/i'NOoa NlV'da Z£ d0 AlIO aNV JN3W1bVd3(l H1lV3H JS31Vl)3NIl SSVdA9 NI VAOO 03AObddV b 'ZS ID'dI01NI0I 03NIV2llS311.b ao.9 TE NOI103101ld aNV NOIJNIA3bd 3bI3£T 31JI100X 33S'iif1VA'0N001SV:)Rd £ NOX 30121Vd)'IIVM IIOI'd31X3 30 'ZS SSV-D TO 1NIOI a3NIVb1S31d'NIW A, Z 30IS 31ISOddO NO 39 INNS(15I1 a3AObddV 1N3)I 30 ALIJ ONV 1N3WDJVd3a H1lV3H 1S31b1)3NIl SSVdA9 NI VA:)a 03AOaddtl 0£ '9NIb 113M011Od 9ND1001 T *InN 9NIl"3dO.Z HUM , 3AivA 31V9 39a3M 1N91IS91d W91S 9NISIN-NON.b b0.9'„8'.OT 6Z 'NOL 03S'8 NOLLVA313 NVId b03 E(INV Z i SJ33HS 8T-E NVId OWUNV1S 33S 'S310N'Od S J33HS Si-£NVId GWONV1S ONV £T b3ldVH0 ODA 33S 1SIl SBdVd AIBW3SSV W13313a )1:)3H:) 319f104 DOUBLE CHECK DETECTOR ASSEMBLY MINIMUM CLEARANCES IN VAULT ARE DEPENDENT UPON LOCATION OF PUMPER CONNECTION. GENERAL NOTES: 1. VAULT DIMENSIONS BASED ON SIZE OF APPARATUS AND MEETING MINIMUM 13. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE MAKING A WATER CLEARANCES. TIGHT SEAL. 2. ALL VAULT LIDS SHALL BE GALVANIZED STEEL AND HAVE DOUBLE DOORS 14. ALL PIPE TO BE DUCTILE IRON CEMENT LINED CLASS 52 PIPE EXCEPT WITH LID UNDER DRAINS WHICH DRAIN TO EXTERIOR OF VAULT. WHERE INDICATED.INSTALLATION MUST ALLOW CLEARANCE FOR PROPER OPERATION OF ALL O.S AND Y'S. 3. MINIMUM APPARATUS SIZE SHALL BE 4 INCHES. 15. GALVANIZED STEEL PIPE SHALL BE WRAPPED WITH POLYETHYLENE 4. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. WRAPPING 10mm THICKNESS. 5. LADDERS WITHIN VAULTS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF 16. COMPLETE ALL WORK IN ACCORDANCE WITH STATE,CITY AND LID TO TOP OF APPARATUS EXCEEDS 30",AND/OR THE APPARATUS IS MORE MANUFACTURER STANDARDS. THAN 12"ABOVE THE FLOOR.INSTALLATION OF ALL LADDERS SHALL BE IN COMPLIANCE TO OSHA. 17. SYSTEM SHALL NOT BE PUT INTO SERVICE UNTIL DCDA 1S APPROVED BY THE CITY AND TESTED/CERTIFIED BY A WASHINGTON STATE LICENSED 6. ALL BACKFLOW PREVENTERS SHALL BE ON THE LATEST LIST APPROVED BY TESTER. THE DEPARTMENT OF HEALTH AND THE CITY OF KENT. 18. DCDA IS PRIVATE AND SHALL BE MAINTAINED BY THE PROPERTY OWNER 7. MAKE ALL ATTEMPTS TO LOCATE DCDA VAULT OR INSULATED ENCLOSURE WITH ANNUAL CERTIFICATIONS REQUIRED. AND SWING CHECK VAULT IN PLANTING AREA&NOT IN PAVING AREA. 19. ELECTRONIC SUPERVISION OF CONTROL VALVES IS REQUIRED. 8. ALL BENDS AND ELBOWS TO BE CAST IRON,CLASS 250,CEMENT LINED.(SEE APWA AND AWWA), 20. THE INSTALLATION OF THE FIRE DEPARTMENT CONNECTION SHALL BE PER THE FIRE CODE OFFICIAL 9. BYPASS LINE TO BE ON OPPOSITE SIDE OF PUMPER LINE. 21. AN ISOLATION VALVE SHALL BE PROVIDED AT THE CITY WATER MAIN. 10.INSTALL THREADED PLUGS IN ALL 8 TEST COCKS. 22. BY-PASS AND FIRE DEPARTMENT CONNECTION AS SHOWN IN 3-18 SHEETS 11.TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF 1,2 AND 3 ARE REQUIRED. INSTALLATION.AFTER COMPLETE INSTALLATION REMOVE THE TEMPORARY SUPPORT AND INSTALL CONCRETE SUPPORT PAD WITH 6"BRICK SHIMS AS 23. SEE STANDARD PLAN 3-18 SHEETS 1,2 AND 3 FOR PLAN,ELEV.&SECTION. REQUIRED. 24. SEE STANDARD PLAN 3-18 SHEET 4 FOR PARTS LIST. 12. FOR FIRE PIPING SYSTEM INSTALLATIONS ON PRIVATE SIDE OF VAULT,THE CONTRACTOR MUST HAVE SPECIAL FIRE CERTIFICATION. INSIDE BUILDING NOTES: 1.ROOM IN WHICH DCDA IS PROPOSED TO BE LOCATED SHALL: 4. INSTALLATION OF DCDA IS APPROVED BY HORIZONTAL ALIGNMENT ONLY. A. HAVE FLOOR DRAINS CONNECTED TO STORM OR SANITARY SEWER. B. HAVE A HEATING SYSTEM(40°F MIN.TEMP.)NO HEAT TAPE. 5.A HEATED,R-19 INSULATED WOOD FRAMED ENCLOSURE IS AN C. NOT BE USED FOR STORAGE AROUND THE DCDA. ACCEPTABLE ALTERNATIVE TO A ROOM IF DCDA IS TO BE LOCATED IN AN D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DCDA AND WALL UNHEATED BUILDING.THE ENCLOSURE MUST MEET ALL REQUIREMENTS OF MOUNTED PIVS. THE DEVELOPMENT SERVICES DIVISION. 2. GROUT ALL AROUND PIPE WHERE IT ENTERS THE BUILDING. 6.INTERIOR DCDA SHALL ONLY BE ALLOWED IN ZONING AREAS THAT HAVE ZERO SETBACK REQUIREMENTS BETWEEN THE BUILDING AND THE 3. IF PRIVATE HYDRANTS ARE REQUIRED FOR THE PROJECT,ENTIRE SYSTEM PROERTY LINE. (HYDRANTS&FIRELINE)SHALL BE ISOLATED FROM CITY SYSTEM BY A DCDA LOCATED AT THE PROPERTY LINE PER STANDARD PLAN 3-18 SHTS 1&3. 7.FOR INSIDE BULDING DCDA,THE CITY'S RESPONSIBILITY SHALL CEASE TEN FEET(10')OUT SIDE OF THE BUILDING. ABOVE GROUND NOTES: 1. "HOT BOX"TO BE LOCATED OUTDOORS AND ACCESSIBLE TO THE CITY. ALTERNATE LOCATION REQUIRES THE CITY APPROVAL. 2. HEATERS AND WIRING SHALL BE RATED AT 2,000 WATT FOR 8"AND UNDER: 3,000 WATT FOR 10". 3. CONCRETE TO BE 2500 PSI(MINIMUM)MIX WITH AIR ENTRAINMENT. 4. DRAIN TO DAYLIGHT WITH BIRD SCREEN NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT LOCATED AT SLAB LEVEL(SIZED PER 5OSEPj�r AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE MANUFACTURERS RECOMMENDATION). WAS ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT A� pF N THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 5. NO BRANCH CONNECTIONS ALLOWED 00 CITY OF KENT BETWEEN METER AND DCDA. � ,j x 1;0 ENGINEERING DEPARTMENT rI y DOUBLE CHECK DETECTOR t KENT ASSEMBLY & VAULT NOTES �O p 21493 O WASHINGTON SHEET 3 OF 5 R \ FGI O, 4. r� STF: G\\� DESIGNED OMW srelc NONE STANDARD PLAN DRAWN 88 ` ANAL �N \ CHECKED DATE J Z 18 ENaxmt APPROVED September 2009 NOTES: 1. MECHANICAL JOINT LONG SLEEVES SHALL BE HEAVY DUTY CAST DUCTILE IRON,HAVE END AND SIDE GASKETS. 2. LONG TAPPING SLEEVE&VALVE ASSEMBLY TO BE PRE-APPROVED BY THE ENGINEER. PRESSURE TESTING SHALL BE APPROVED BY CONSTRUCTION INSPECTOR PRIOR TO TAPPING. FOLLOW AWWA REQUIREMENTS FOR DISINFECTION OF TAPPING SLEEVES(AWWA STD.C651) 3. WET TAPS SHALL NOT BE ALLOWED ON SAME SIZE OR SMALLER MAINS. CONCRETE CONCRETE BLOCKING BLOCKING a a O O aq; O O d a.•d' °'' O O . I O$O • O O .d O O da •d ° q O O n d E11 XISTING WATER MAIN PLAN SLEEVE ELEVATION HEAVY DUTY CAST DUCTILE IRON TAPPING TEE CONCRETE CONCRETE BLOCKING BLOCKING I od Z' 4 d O O o O O d O O o ,q O O .a d a •d a q d d . PLAN DUCTILE IRON TAPPING TEE ELEVATION NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OSE p AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT pF WAS& , THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ai Z ENGINEERING DEPARTMENT H KENT TAPPING SLEEVE AND o P 21493 o W—HI.,.o. VALVE ASSEMBLIES FGlSTeR� �� DESIGNED DMW �S��NAL �NG\� DRAWN BB S� f_____A0NE STANDARD PUN CHECKED DATE i APPROVED I September 2009 6007 aagw,)jda-, 7 03AOHddtl Z Z�`c �H MYCI 03)133HO ,\ NVId 01lV0NV1S 3NON 3 (is NM a S NO MYYO 03NDIS313 H3N381 3dld 1d01du Jumi • W a 1N3YUWd3G ONIa33NION3 *o* ~ JINHX 30 �ZIO p o '1S3nb3'S NOdn GNItl190 39 AVW Ad00 tl'1N3X d0 kU3 3Hl P'� +",gs ltl 31I3 NO 1d3H SI NouvoI19fld IIOd O3AO'dddtl ONtl I133NION3 d 3H1 A9 O3NOIS'IVNI9I'dO 3Hl'31tl'JIldnci OINOil1.J313 Ntl (aaso� in!@ IN3Wn:)Oa 9NI2133NI9N3 IVD3l tl ION SI Ntlld SIHI:RON 78913WtlIO IVNIWON xZT NVHi'd39W 3dId IIOd„9T Sflld 'O'0* -d313WVIO IVNIWON„ZT 9NI(InIDNI ONV Ol do 3dId I103„0£* 3dId d0 dOl ltl HON3IIl d0 H1OIM Wf1WIXvw :31ON SVRV O3Atld Stl3W 03AtldNn 31ON 33S 'NIW„7 i 3dId -d31tl3I19 ONtl 'IVI'831VW O31VAVDXa 3l8tllIns do ST'£0-6 03dS 'lj b SI H1d3O N3HM('dAl) O1S lOOSM 2i3d AdId 0I9R1 IIOd IVI'd3ltlW 9NI0039„ X09 H9N3bl I10 9NI'dOHS / IIOd 03033N Stl HAM 'NIW,,ZI 'S1N3W3Atld 213ONn NOIIVI101S3M H3N32i1 \ 210d 89-9 NVId OIitlONtl1S 'kUSNM 01 ti9-9 NVld O'dVONVIS 33S 'XVW 30%06 0117tldW00'IVIIl31tlW 031moxg 319tl1Ins do tiT'£0-6'93dS '01S IOOSM I13d„MOIR109 13AM., SNVId(I3AOdddtl NO 03IJI93dS 30tl321l1S 1N3W3Atld '15IX3 (.dAl)1f19MtlS J Stl NOIiV'dOiSDd 33v id 1S 89-9 ndH1 b9-9 SNtlld O2itlONtl1S 'd9d NOIltl?IO1S3d IN3W3AVd 12„ 6" 9" 10„ 512" z 21/2" 5" 21/2"�_ s LL- LL- EPDXY ADHESIVE t o FOR FRESH Lu CONCRETE w 1,R` 1'R "77777,77, COMBINED CURB AND GUTTER EXTRUDED CURB FULL DEPTH BOND BREAK MATERIAL: 18 f COMBINED CURB AND GUTTER 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL 1 " 2" 3i_1/2" T-0"HAND TROWELED 1.5 0% TAPER SECTION 1%MIN.- — p — — 2% � r' � 6 2411 ROLLED CURB IV N tD SIDEWALK 4" 12" MAINTAIN EDGE 24" OF CONCRETE CURe�ti ROLLED CURB , CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL LIP BETWEEN GUTTER AND CURB *1/2"OR**1" � 51Op 12" 6" 12" 6" ADA RAMP DRIVEWAY NOTES: I E NOTE; 1. CONCRETE CLASS 3000. TYPICAL, UNLESS WITHIN DRIVEWAY SECTION,SEE FACE OF CURB SHALL DRIVEWAY STANDARD PLANS. NOT EXTEND BEYOND THE FACE OF 2. ROLLED CURB MAY ONLY BE USED WITHIN A CUL-DE-SAC. GUARDRAIL TOWARD THE TRAFFIC LANE 3. IN ROADWAY SECTIONS WITH SUPER ELEVATION,THE GUTTER PAN WILL MATCH THE $„ ADJACENT PAVEMENT SLOPE. 11 2 ' 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. i 7 `+' ,VARIES 5. FORMS SHALL BE STEEL UNLESS OTHERWISE APPROVED. FORMS SHALL BE SET TRUE TO LINE AND GRADE AND SECURELY STAKED PRIOR TO CONCRETE PLACEMENT. 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 PAVEMENT S OF WASxI v"f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. EXTRUDED CURB UNDER GUARDRAIL c� k �0 CITY OF KENT ENGINEERING DEPARTMENT (�. KENT CEMENT CONCRETE ,�y�38296 `"ti WASHIMOTOM CURBS 0d>� '`�IST����� DESl NED SOS SCALE NONE STANDARD PLAN SSIONAL F' � CHECKED JB DATE - 6-3 3 M APPROVED aaH� NON 43AOJddV WV£_9 - 3lva er 43N33H3 'IVNOls, 'S3,dmnb1S 3NONv3s 53 0 S30IS bnOd NO 3I3b0N00 NI NYId ONVONVIS NdS � p3N910 o 030039W9 99 AVW SM 9NI0bOdN13b 3ldWVX3 NO30NIN�YM d 9SZ8£ �^a 'S3aniDnas ONnodv SINIOC lNI01' �lVM3aIS UNV 821f1� NOISNVdX3 013AIIVNb3llV SV 'S 1N3W1t1Vd30 ON1833NION3 ,{ UJ 'SINIOC � Nax 30 �ZIO 0� .ay NOISNVdX3 3HI 0131VI03Wb31Ni IS3nb3b NOdn 03NIV190 39 AVW Ad00 V'IN311 d0 AlIO 3Hl �l j� Q�y 'SIVAb31NI IOOd 3AId IV NIVM30IS NI SEM S 30VW 39 IIVHS ONV HSINId gin:)NOJ IV 3IId NO 1d3>1 SI NOLLV'J1l9nd bOd 03AObddV 0NV b33NI9N3 � �3,�� OINI 03100199 IIVHS HIM 3HI A9 03N9IS'IVNI9Ib0 3HI'31V0I1dn0 OINO'd 7313 NV 9VIS%SZ X 30IM„b/T dO 9NIISISNOD ins lN3Wn000 9NRI33NI9N31V931 V ION SI NVId SIHi:310N SiNIOC IOIIIN00/NOLL:)"IN00 'b 'diblS 9NLLNVId A9 03IMd3S 'SONIM AVMMAIbO b0 SdW"V0V d0 b0 9bn0 011N30VCOV SI NIVM30IS b3H13HM Enim 3HI NI SINIOC S3dOIS 3H1 NIHIIM 030V1d 39 ION IIVHS S30NVN31bnddV 3HI H01VW 01 SV OS 031V00139 IIVHS>1VM30IS NI SINIOC NOISNVdX3 '£ HOnS '>IIVM30IS 9NIONnoanS 3H1 d0 3GV'd9 3HI 9NIH0iVW 30VdbnS INVISIS3b-d1IS V 30n10NI ISnW '03Sn 39 AVW HId3O lln3 01 do 0NV>1OIHI„Z/T Ol do drdis 03OlOW3bd SJ.IWII NIVM30IS 3HI NIHIIM S30NVN3ibnddV b3HI0 V'9NIW'dOd-dIIS A9 O30Vld 318V S)IIVM30IS b0/0NV S9bn0 N3HM 0NV SIInVA 319VO'S3XO9 NOIi3mnC'Sb3AO0 SS300V 'L 'S13lNI 39VNI"Cl d0 SKIS 1V 0NV SIVAb31NI 1003 ST d0 WnWINIW V iV SAIVM30IS 0NV 59bn0 NI(130V1d 39 IIVHS IV[:b3IVW MIOC ')IIVM30IS IN30VC0V O3OlOW3bd d0 H1d3O lln3 X„8/£d0 9NIISISNO0 iNIOC NOISNVdX3 NV 'Z 3HI 0NV 3903 03NDOIH1 b0 9bn0 3HI N33M139 030V1d 39 IIVHS H1d30 Ilnd lVIb31VW 1NIOC XV3b9 '(V66(l WISV)£EW OiHSVV ONO9 d0 9NUSISN00 AIOI NOISNVdX3 NV NOLL7nb1SN00 dO SIN3W3bInb3b 3HI 01 Wb03N00 IIVHS 1VI'dUVW 1NIOC'SV3bV bnOd 31VdVd3S NO'10019NI903 SnIOVb„v/T 03AVd NI S3bnionb1S b0 SIIVM 9NOIV ONV S9NIISVO AlllIln ONV HIM 03W'dOd 39 IIVHS NOIIOnbISN00 mOd IVb93INI 'SISOd'S3IOd `SINVd(l kH RId ONnodv O30Vld 39 IIVHS ivrduVW 1NIO1 NO)1VM30IS IN30VCOV 0NV 9bn0 N33MJ39 30VAIMNI '9 0301OW3dd d0 Hid30 find X„8/£30 9NIISISN00 INIOC NOISNVdX9 NV 'T :S310N V-V N0I103S 1Vnb3 03AObddV b0 OLLS'dld IIW 9'il3d 9NIAOO'd 91 0£ 711VM3OIS�OIHI.t? :1VIb3IVW HV3b9 ON09 HUM ilnd INIOC IOb1N00/NOIJ.DVUNO0 ----- INIOC NOISNVdX3 INIOC XV3b9 ONO9 --�---- b ___ _ d ;0N3931 ('dkL)INIOC lOb1N00/NOIi:)VdiNO0 ('NIW„T)HId3O WS%SZ X 30IM„b/T SIN3W3binb3b 3in9 90 IVNOLLI00V b03 S NOI103S NVId OWGNVIS 1N3X 99S 90 ('dkL)INIOC NOISNVdX3„8/£ ('dkO INIO( IOdiN00/NOIi:)"iN00 ('NIW„T)HUM 9VIS%SZ x 90IM /T 1 i AVM3AIbe b0 I dWV'd San] I ('dkL)30V3bnS 9NINbVM 319VJ.03J30 V0V HAIM lln3 90 1Vnb3 03AObddV b0 0[IS1fld IIW 9'Il3d 9NMOOb 91 0£ :IVIb3IVW NV3b9 ON09 HId]0 lln3 a3Aoaddv 'T-£lIVl30 OaVONV1S AD 33S'1NIOC Rva ar a3M33H3 3 7tlNOj sdS NMvaa Z� SSA NOISNVdX3 3sn �Vduvi ssad 3b Nrld aavaNvls 3NON 3iv35 No3 a3NJIS30 p l3NVd 3OIM,£'d31N33'1V'd31V1 .�� 96zs£ Ua, iNV SOAH S3SSO'd3>I1VM30IS TSHM 'L S1NIOf 3 MOIDMIMOYM081N00/N01MYSIN00 1N3�1 ONV NOISNVdX3 %S'T 39 IIVHS Z 30tlZ19 SS0*13 XIVM30IS N9IS30 '9 1N3YIlaYd3O ONIUMNIJN3 cc sxax 3o XXID y '13533010N 0Ntl a3H10 'is3f1b3'd NOdn 09NIV.190 39,IVW Ad03 V'1N3)1 30 kU:)3Hl l�?jkSy S OH:)V9 HAM OBNDIIV BE]y 30 NV SNIVM30IS NI S1NI0[1NOISNVdX3 'S ltl 3113 NO JAN SI NOIIV3II9fld'd03 03AO dddb ONV d33NI9N3 J '3UA�� 3141 A9(13N9IS'1VNI9R O 3H1'3iv:)ndf10 3IN02110313 NV '313d:)N00 9NIdnOd 3 OAS(131dinbau 1f191N3Wf1300 9NN33NI9N31V931 V ION SI NVId SIHl:310N NOLL)3dSNI 30b219-8(1S ONV W2d0d 'b 59NIM AVM3ARI0 'S1NIOd 119NV llV ONV SNdni3d 921f1311tl lb'1'd 18'0'd 2d0 SdIVHWVd tlOtl 3O 3idndgdOIS 3H1 WHIM 033V1d 1V NlVM30IS ONV d311f19s gdn:)NI 0311b1SNI 99 IIVHS SiNIOC NOISNVdX3 '£ 38 ION IIVHS S33NtlN31bflddtl H0f1S '�1VM30IS 9NIONfIONNf s 9H130 30V219 3H19NIH31tlW gNI3tld5,S ltl 'BVIS„81103 d330„Z'SVIS.9 2103 d330„S'T'9V1S ub b03 33b3 S3b-d1S b 301] I 1SfW S1Wl 2fddV'd3H0 NVXlbM30IS 3Hi NIHIM S33NVN31 d330 J 'Hid30 MS%SZ d9 30IM„V/T 39 IIVHS iNIOC-IOdiNO3/NOIIDV21NO3 Z si.invA 319b3'S3X09 NOLLONni'Sb3A03 SS303V '8 '(b)T3,0-6 NOL09S NOLLVDIAM36'01S 100SM HIM 33NVWi103NO3 NI 39 IIVHS IVI'd31VW 1NIOC 0R113WO1SV13 '9NI3VdS'0'0,ST NOLL33S SS0213 AVM3ANG lb 030V1d 9911VHS ONb Hid30 llfd3 X„8/£39 01IVI2131VW 1NI01 NOISNVdX3 'T 'SAVM3AI21O IVI3b3WW03 dod 2d311f19 :S31ON T 310N 0NV NOadb 313b0N031N9W93 0332103NI3d 08 33S'IVF831vw 'SAVM3AIb01bI1N30IS3*d a03 d31.I.f19 1NIO1 NOISNVdX3 0NV NO2ddV AVM3AI2i0 31310N031N3W30„9 NOLL03S SSO110 NIVM90IS 0NV 21311f19 92U13 H1d3011f13 X„8/£ 3sdnO3 d01 Z Y� NIW A, 9NI3V321f s 03Hsn d3„Z K-8 NOLLVDI3I03dS'O1S A? 100SM dad 313'd3NO3 ub X1bM30IS HSINI3 3NIHS l.VM3AI2i0 %S'T Jai lbflb3 03AO'dddV'dO 3LLSVld lIW 9'1133 9NI3002191 OE NOI10321I0 13AVN1 NVRIlS3O3d :lVIL13iVW XVM9 ON09 Hid3O-nnA 1NIOC 10i11NO3/NOLLOV'diNO3 1NIO1 NOISNVdX3 A.,1IV130 IV.. 1Itl130 Z 310N 93S'3'0 S'1NIOC T 31ON 33S'3'O,ST 'lbRd3lbW l0a1N00/NOLLDV'dIN03 IIZ 1NIO1 NOISNVdX3 H1d3011f13 Xd8/E Z HSINI3 3NIHS HSINI3 3NIHS �Iiz I - 'XVW,ST 'H1d30„V/T Sd31131 H9IH„£ '9dno nN, Ol btllf13I0N3dd3d S3SS0213 N3M3S V\ MIS R3HM udnD d0 30VA dWb1S I,VI,1IV130 33S('dkL) NOLon'dISN03 2d3M9S M3N SOA 1NIOC NOISNVdX3 SS \ b31if19 0NV 92df13 \\ „9�lIVl30 33S('d,l L}1NI0�� \\\ IOdiNO3/NOLL3V81NO3 (031J N3HM) N drdIS 213i bld „bu 1Ib130 33S ('dAl)1NIOC NOISNVdX3 \\\ ` ,_f S3121VA HAIM � \\ � •,.��� XlVM3QIS HSINI3 HSINId 3NIHS,IZ 3NIHS,Ib A.1IV130 33S NA I)1NIOC ('dAl)1 3AVdi NVIdiS303d Ol S S �S NOISNbdX3 21b1f13I0N3d'd3d HSINId 03WOU89 XVW,ST 5 SIDEWALK NOT LOWERED NEW OR EXISTING PRIVATE DRIVEWAY WIDTH AS SPECIFIED A ON PLANS; IT MIN.TO 20'MAX. \ 4"SCH 40 PVC SLEEVE CAPPED 6'MIN. \\ AT BOTH ENDS AND MARKED \ WITH REBAR DOWEL CAPPED PVC SLEEVE \ EXPANSION JOINT(TYP,) LIMITS FOR 6"THICK SEE NOTES 1 AND 4 DRIVEWAY SEE NOTE 2 p<qN .STRjpFR:: 5'(TYP, 1,., z 3 NOTES: 114" 5' DRIVEWAY 5'SIDEWALK °C VI_ ARIES 1. CONCRETE SHALL BE PORTLAND 1/2"TYP, SEE NOTE 6 � 11 CEMENT CONCRETE MIX WITH A 1"FOR REVERSE 1.5% I 6 COMPRESSIVE STRENGTH OF 3000 SLOPE DRIVEWAY 6" 12a �r— PSI IN 3 DAYS, FINISH SHALL BE _ BRUSHED TRANSVERSELY WITH A FIBER OR WIRE BRUSH,"BROOM z FINISH". � 6" [�I CRUSHED SURFACING TOP FULL DEPTH BOND BREAK a' COURSE 4"MIN. DEPTH 2. ALL UTILITY APPURTENANCES WHICH MATERIAL: 30 LB ROOFING ALTER THE TRAVEL SURFACE SHALL FELT,6 MIL PLASTIC OR NOT BE ALLOWED. DESIGN OF APPROVED EQUAL 4"SCH 40 PVC SLEEVE STORM DRAIN CATCH BASINS SHALL SECTION A-A CONSIDER DRIVEWAY LAYOUT AND BE AVOIDED. 3. EXPANSION JOINTS SHALL BE PLACED AT 15'MAXIMUM SPACING. ELASTOMETRIC JOINT MATERIAL 8, ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND OTHER APPURTENANCES SHALL BE IN CONFORMANCE TO WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE AASHTO M220. MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 4. SEE STANDARD PLAN 6-48 FOR DRIVEWAY SLOPES BEHIND NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SIDEWALK. AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE TREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 5. ENTERING SIGHT DISTANCE SHALL S OF wASl�r�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, MEET AASHTO STANDARDS AND ��' G' CITY OF KENT DETAILS 6-50 THRU 6-54. ,c0 ENGINEERING DEPARTMENT 6. DESIGN SIDEWALK CROSS GRADE U z RESIDENTIAL CEMENT CONCRETE SHALL BE 1.5%MAXIMUM AS KENT MEASURED WITH A CALIBRATED �� 38296 �� WAO"I"OTO" DRIVEWAY APPROACH SMART LEVEL. 0 ISTE w DESIGNED COK �� DRAWN SPS SCALE NONE STANDARD PLAN S`5'IONA �G CHECKED J6 DATE - 42 APPROVED ENGINCOR * SIDEWALK 1F DRIVEWAY WIDTH AS SPECIFIED PLANTER ON PLANS: 30'MAX. STRIP OR A SIDEWALK FIRE HYDRANTS,STREET LIGHTS, UTILITY POLES,GUY WIRES AND 6'MIN. OTHER OBSTACLES MUST BE A� RELOCATED 5' MINIMUM FROM THE DESIGN VEHICLES TURNING RADIUS EXPANSION JOINT LIMITS FOR 8"THICK (TYP.)SEE NOTE 3 REINFORCED DRIVEWAY SEE NOTE 2 V-6" *VARIES T-0" MIN. 1/2"TYP. 4"CLEAR TYPICAL 1" FOR REVERSE 8" SLOPE DRIVEWAY 6' o p,X• _1.5% 12�. NOTES: _ �� 1. CONCRETE WITHIN 8"THICK LIMITS CRUSHED SURFACING TOP COURSE SHALL BE PORTLAND CEMENT 6" 4"MIN.DEPTH CONCRETE MIX WITH A 2-#4 BARS 2"CLEAR FROM SUBGRADE COMPRESSIVE STRENGTH OF 3000 FULL DEPTH BOND BREAK PSI IN 3 DAYS. FINISH SHALL BE MATERIAL: 30 LB ROOFING #4 BARS AT 12"EACH WAY;WIRE TIED AT EACH BRUSHED TRANSVERSELY WITH A FELT,6 MIL PLASTIC OR INTERSECTING POINT;SUPPORTED BY 2"SQUARE FIBER OR WIRE BRUSH,"BROOM APPROVED EQUAL MORTAR CUBE OR INDUSTRY STANDARD"CHAIR" FINISH". AND 3' MAXIMUM SPACING OF SUPPORTS. BAR SHALL EXTEND BEYOND CONSTRUCTION JOINTS 2. ALL UTILITY APPURTENANCES WHICH AND LAPPED A MINIMUM OF 15"AT SPLICE POINTS. ALTER THE TRAVEL SURFACE SHALL NOT BE ALLOWED. DESIGN OF SECTION A-A STORM DRAIN CATCH BASINS SHALL *DIMENSIONS PER ROADWAY CLASSIFICATIONS CONSIDER DRIVEWAY LAYOUT AND BE AVOIDED. 3. EXPANSION JOINTS SHALL BE PLACED AT 15'MAXIMUM SPACING. ELASTOMETRIC JOINT MATERIAL 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND OTHER APPURTENANCES SHALL BE IN CONFORMANCE TO WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE AASHTO M220. MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 4. SEE STANDARD PLAN 6-48 FOR DRIVEWAY SLOPES BEHIND NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SIDEWALK. AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �,FFREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 5. ENTERING SIGHT DISTANCE SHALL S�pF WI�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. MEET AASHTO STANDARDS AND �R G'A�,�j CITY OF KENT DETAILS 6-50 THRU 6-54. �. 0 ENGINEERING DEPARTMENT 6. DESIGN SIDEWALK CROSS GRADE Z • COMMERCIAL CEMENT CONCRETE SHALL BE 1.5%MAXIMUM AS KENT MEASURED WITH A CALIBRATED �� 38296 w� W........" DRIVEWAY APPROACH SMART LEVEL. O- I STER� w DESIGNED CO SME NONE STANDARD PLAN �SSIONAL E � CHECKED WN SPS DATE „MR 6-43 APPROVED 1:12 SLOPE OR PAVED DRIVEWAY TAPER MATERIAL SHALL MATCH DRIVEWAY TYPE PER PLAN 8.33%MAX AND DEPTH.WIDTH SHALL MATCH SIDEWALK RAMP LENGTH. DRIVEWAY APPROACH WIDTH SPECIFIED ON PLANS 6.1(TYP.) DRIVEWAYS SHALL BE SYMMETRICAL. A 6' MIN., 15'MAX. EXPANSION JOINT (TYP.)SEE NOTE 3 FIRE HYDRANTS,STREET LIGHTS, UTILITY POLES,GUY WIRES AND OTHER OBSTACLES MUST BE LIMITS FOR 8"THICK RELOCATED 5'MINIMUM FROM THE REINFORCED DRIVEWAY DESIGN VEHICLES TURNING RADIUS SEE NOTE 2 1'-6" T-0"MIN. 1/2"TYP 4"CLEAR TYPICAL 1"FOR REVERSE B" SLOPE DRIVEWAY 6" NOTES: 1� 1. CONCRETE WITHIN 8"THICK LIMITS SHALL BE PORTLAND CEMENT 6" CONCRETE MIX WITH A 2-#4 BARS CRUSHED SURFACING TOP COURSE COMPRESSIVE STRENGTH OF 3000 FULL DEPTH BOND BREAK 4"MIN. DEPTH PSI IN 3 DAYS. FINISH SHALL BE MATERIAL: 30 LB ROOFING 2 CLEAR FROM SUBGRADE BRUSHED TRANSVERSELY WITH A FELT, 6 MIL PLASTIC OR #4 BARS AT 12"EACH WAY;WIRE TIED AT EACH FIBER OR WIRE BRUSH, "BROOM APPROVED EQUAL INTERSECTING POINT;SUPPORTED BY 2"SQUARE FINISH". MORTAR CUBE OR INDUSTRY STANDARD"CHAIR" AND 3'MAXIMUM SPACING OF SUPPORTS. BAR 2. ALL UTILITY APPURTENANCES WHICH SHALL EXTEND BEYOND CONSTRUCTION JOINTS ALTER THE TRAVEL SURFACE SHALL AND LAPPED A MINIMUM OF 15"AT SPLICE POINTS. NOT BE ALLOWED. DESIGN OF SECTION A-A STORM DRAIN CATCH BASINS SHALL CONSIDER DRIVEWAY LAYOUT AND BE AVOIDED. 3. EXPANSION JOINTS SHALL BE PLACED AT 15'MAXIMUM SPACING. ELASTOMETRIC JOINT MATERIAL 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND OTHER APPURTENANCES SHALL BE IN CONFORMANCE TO WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE AASHTO M220. MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 4. SEE STANDARD PLAN 6-48 FOR DRIVEWAY SLOPES BEHIND NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SIDEWALK. AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE FREy ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 5. ENTERING SIGHT DISTANCE SHALL pF TNASl�j�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. MEET AASHTO STANDARDS AND DETAILS 6-50 THRU 6-54. co v 0 CITY KENT ENGINEERING DEPARTMENT 6. DESIGN SIDEWALK CROSS GRADE Z INDUSTRIAL CEMENT CONCRETE SHALL BE 1.5%MAXIMUM AS KENT DRIVEWAY APPROACH MEASURED WITH A CALIBRATED �� 38296 �� WASHINGTON DEPRESSED SIDEWALK SMART LEVEL O�� �GISTER�l� DESI NED COK SCALE NONE STANDARD PLAN `�S'IONAL F' CHECKED J9 DATE - 6-44M EHG HEER APPROVED LIMITS FOR 6"THICK DRIVEWAY SEE NOTES 2 AND 3 5' 2.5' DRIVEWAY WIDTH 2.5' 5' SEE NOTE 5 A +Q CONCRETE SIDEWALK 8�30 4"THICK MIN. Mq��ry / `D SIDEWALK CEMENT CONCRETE CURB AND 5' 2.5' y A SLOPE DRIVEWAY APPROACH AS GUTTER(SEE STANDARD PLAN 6-33) STANDARD Ya°FULL NEEDED TO MATCH GRADES DEPTH EXPANSION FLOW LINE SEE SECTION A-A JOINT(TYP) DRIVEWAY APPROACH PLAN V-6" 6'DRIVEWAY 5'MIN. 6" 1/2"TYP.,1"FOR u AX 1,5�l SEE STD.PLAN 6-48 REVERSE SLOPE DRIVEWAY 12� FOR DRIVEWAY SLOPES 6" CRUSHED SURFACING TOP 611 CEMENT CONCRETE HMA CLASS "PG 64-22 COURSE 4'MIN. DEPTH OVER FULL DEPTH BOND BREAK MATERIAL: DRIVEWAY APPROACH COMPACTED SUBGRADE 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL SECTION A-A NOTES: 1. MAXIMUM DRIVEWAY GRADE BEHIND DRIVEWAY APPROACH IS 12%. SLOPE ROUNDING IS REQUIRED AT DRIVEWAY GRADE TRANSITIONS ANS SHOWN IN SECTION A-A. 2. CONCRETE SHALL BE PORTLAND CEMENT CONCRETE MIX WITH A COMPRESSIVE STRENGTH OF 3000 PSI IN 3 DAYS. FINISH SHALL BE 5. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND OTHER APPURTENANCES BRUSHED TRANSVERSELY WITH A WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE FIBER OR WIRE BRUSH,"BROOM MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES FINISH". SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 3. ALL UTILITY APPURTENANCES WHICH NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT ALTER THE TRAVEL SURFACE SHALL AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE NOT BE ALLOWED. DESIGN OF ��`FR ' Y ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT STORM DRAIN CATCH BASINS SHALL OF w1jrl�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONSIDER DRIVEWAY LAYOUT AND •S�' �� � �} CITY KENT BE AVOIDED. ti � ENGINEERING DEPARTMENT 4. EXPANSION JOINTS SHALL BE U z • ALTERNATE DRIVEWAY OR PLACED AT 15'MAXIMUM SPACING. KENT ELASTOMETRIC JOINT MATERIAL �� 38Y96 w� Ww ," .. PRIVATE ROAD APPROACH SHALL BE IN CONFORMANCE TO 06 IS R� �W DESIGNED COK y LE NONE srANDARo PLAN AASHTO M220. �`�`SIONAL F'��y� CHECKED WN SPS DATE — 6-45 APPROVED a3hOHddV 31YO 9P a3NO3H0 3 'IVAIOr '13A311bVW5 SdS Nmvua a31tlZ aria V mm aamsV3W NV"Id almINV1S 3NON 31VOS H00 a3Nswa �� ZSr �'p SV WnWIXVW%S'T 39-nVHS SS31 80 S101 6 JNIA83S xoiox�xxrm 96zas `Y �a 30"E)SSOaJ NlVM30IS NOIS90 L HOV08ddV 1338iS 31VAISd `i'N Z vs-9 naHi os-9 sldim 1N3PIIHVd30 ONIN33NION3 7-- w ONV S021tlONtliS OlHSt/V 133W suffix 30 Asio o �y IIVHS 3JNV1SIa IH9IS 9NRI31N3 '9 �' N� y '1S3nbn NOdn a3NIVi90 39 AVW AdOJ V'AD 30 A11J 3Hl va 0�S '9NINOISN3WI0 llOJ M3IA Ntlld IV 3lId NO 1d3N SI NOLLVJI19nd'dOd 03AOdddV 0NV 1133NI9N3 A � 33S'3SIM2I3H10 9NIN9IS30 N3HM 3Hl A9 a3N9IS'1VNI9I'dO 3Hl'31VJIldna 3INOaiJ313 NV b'9'9 NOLL03S 39S 'SWn9VIO In81N3Wn30a 9NIb39NID0 IV931 V ION SI NVId SIHI:310N 9Nrd3An3NVW wnJIH3A a3A0bddV A9 03NIWd3130 'S9NIM AVM3AI210'do SdWVd VOV 30 S3dOlS Pi NIHIIM 03JVld 39 ION IIVHS Sat/H10IM AVM3AN(l 9H1 ONV SgZ)NVN31dnddV HJns ')IIVM3aIS 9NIONnoans 3Hl 30 30VA9]HI 9NIHJIVW HIOIM HJVO)JddV AVM3AI210 3H1 'S 3JVd21nS iNV1SISIH-dIIS V 3an1JNI 1snW S1IWIl XlVM30Is 3Hl WHIIM S3JNVN3anddV b3H10 ONV siinVA 319VJ'S3X09 NOLLONnC'Sa3A0J SS3JJV '8 NOIIVW2lOdNI 9NIUMV1 NOLLJ3S2131NI 'dOJ£Z-9 NVId OWMVIS 33S 17 HSVV SNOIIVJI3ISSVlJ AtlMOVO'd'd3d SNOISN3WI0* OZZW 013JNVW2103NOJ NI 399 llVHS IIVHS V-V NOI.LD3S 1VI'd31VW 1NI01 JR113WO1SV13 '9NI VdS WnWIXVW,ST 1V 03JVld 'SINIOd 3JIldS iV„ST 30 WnWINIW V 03ddVl ONV 99 IIVHS S1NI01 NOISNVdX3 '£ SINIOC NOLLJnUSNOJ aNOA39 0N3iX3 IIVHS 3A331S JAd Ob HJS„t, W9 'S1210ddns 30 9NIJVdS WnWIXVW ,£aNV lVnb3 a3AO'dddV 'a30I0AV 39 „'dIVHJ„GdV0NV1S A2llSn0NI do 39nJ dvid0W LE)NlJOO'd 1SVld lIW 9'i133 ONV 1n0AVl AVM3ARl0 2130ISNOJ 3,dvnbs„Z A9 a31210ddnS !iNIOd 9NLL09SADAI 9l 0£ 1VI2131VW IIVHS SNISV9 HJ1VJ NIV210 Wa01S HJV3 IV a3LL 32dIM 'AVM HJV9„ZT IV SdV9 b# 0N08 H1d30 lln330N9I530 '03M011V3810N 30Vb99nS WObd2itl3lJxZ IIVHS 3JVAMS 13AVdI 9Hl21311V V#-Z HJIHM S3JNVN3anddV AIIlI1n 11V Z Hld3a'NIW„1r 3sdnOJ r., y d019NIJV321ns 03Hsn21J 3 ASINI3 T wouds„'HSndg 3dIM'dO ISM S3dOlS AVM3AI'd0'dO:l ' 8b-9 Nbld'015 33S ' V HIMA13S213ASNV2f103HSn2i9 7�7 XdVA „9 AVM3ARI0 3dOlS 39 IIVHS HSINId 'SAVO£NI ISd 3Sb3AR*dOd„T 000E 30 H19N3US 3AISS3ddWOJ dAl„ZIT V HIMXIW 31321JNOJ 1N3W3J lVJIdAI i1V31J„b ONVIAOd 39 IIVHS 313nNO3 'T 53IaVA* S3I'dVA* „9-,T :S31ON 'dkL),S Z 31ON 33S AVM3AIa0 a301d03NI3a £ONV T 53ION 33S NJIHi„8 a03 S1IWIl Cd U)1NIOC NOISNVdX3 3A331S OAd 03ddVJ \ V 13M00'dV932i HIM \ 03XaVW ONV SONS H1091V \\ NIW,9 03ddVJ 3A331S JAd Ob HJS„b \ 'XVW,OZ 'SNVId NO 03I3I33dS SV HIOIM EMUS 31VAMd °l a3'd3MOl lON X1VM30IS S3IWA* SUPPLEMENTAL INFORMATION (RELEASE FORM AND SUMMARY OF 1 NFORMAT ION) 640 Pressure Zone PRV North/Bond A - 3 December 14, 2017 Project Number: W20055 m ar m m m m m m m w u�w um A _m. A A A A G W W W fiP W hY N kS N IM N N to !� W]gqffi WW N9»A W mN6AimAWIV+'3ffimo mm'A..WN OiDmaAm mu,omN~e Qm mWm mAitS u,�tll01'm mm 6y:ny.� ------------ '� •. ry�p d O A d Pm •• D?CD O�'i G tl d v, �b p d[? ppyy eeyy CCvv pp tl G p-y— RY m i"m W uvAl 1,AlN fn N � N lFl Ln cr>,m, UI m'LL n m m 0 m 1 N w N ru Gv R d L�p m t p�}a Q,a m tri 4a fi m > +p C ffi A 'r'��-"��ti�.n v,�� v,y y,y-�i n y�:�r r,m w µ*a-wi a Mom.� •�r ram-�,�- m ro ry ~um rowan m . "m z'm m �mmc.m uh mm mr� �im , t7 pp❑pp ©©G C9 G P G P 4 J pW-�a P O tl C(7 4 YU❑fJ O C� p.O p �''4 _ L1 G1 C]n ACf Cro 6�Ld�G�Ll GL G'rL1 Gf Cr GaGJ L�L�G9C`]C56'1 Cf„541 G'9�C9 LS L`0 G: G1,G5 w� R n� sa........''Ti....'..y.s.. — A1 �o N'a n477a a.;� c I—t 3 n s d 3 - y u I z 0 I D z C7 a :. x m 0 w ti a^ �p v e �.,.0 °3�r Q �...4....IC7 S G�'!f cY Y S '1, L ��gg 44�� u 11�ry i'9„y U r fY©a"�IV lu C C� � G'1 L3 O�� _ N U'i s f` to T r✓i.W� M �� � h U' N �V1 fl if I fi f 2t pxm. pX x x a f]8 U o G M p cw ,. N rv', ry ry ce i,1 ry o rs :.n n w Auryryp� r«t.r cx'a ra a a a .. i0 p+w W O.'r w w Gi�-N YY Y[Me W P v5 qq Q'n w W qq O G]9 p M WY.N M Rtl qqyy 8 n n M w W M m N+®h 4�pp��,,O A% w w-r yw 3 w FT K fG O Z s r O wC ua M ei n A - u{ a s dca a s aaa ¢ z z x v zS 2 2 2 A P m+b 41 A P P m5 P�'A m e P ry cn P rm ✓�0]]0N G1 t✓6n U! +/i V^Lal Ph N U?IWn V1�`l�f V3 4fl W4 4M1 4N VY N V� Ur 4� '✓S 4'�p m� W CT rn n t4 n ® W P FY O^i P A r2 m Y P C n z 0 c ix 0 a w a x u �N N fJl J1 VA�]Ml�A1 N G1 45 u1 tN vi U'T Vh N�Vi WY 4n VI�.��Ul N U4 Va w�'Y�sl r+ ix In W P W papyy O N W MF�fl T m qq C8 N a8 of F d w NN r-.•..TM�A W O w N M 6 N d A+ttl'1 O N" �L'A• M Pf ro r N�qq®d L W A d 4p rvrvdl tt rQ+l mdi rvd M w M N M d N N£�S vh MY WI poq9 t�rt n Nd1 N N ry w N N PI N N N.N N N N N N N N N N N N N N M N N ffi 8 S Of ffi 6 ffi S ffi ffi � ffi � � s z 0 a 0 ffiffi SC�ffi ffi"ffiffi8 ffiffi ffi B ffi ffi " ffi LL Y Y 0 } a N i�J U 4e M Ah.Yl. r ?Nvn izzzzzzzziziziziziziiizzzzzzizziiizzzzzzzzzz` zz zz zzzzzzzWzzzi z z zz 11yy �yyI uJ : $ b W w N W W W W N N NNN VINNNVI NHH VIN U1y�Nllyy NH HYIN NwyyII Yl w.jy W N YI YI VI VI _ N Y H N>N N H N YWI Y YI VI Y N T Y y�N W N Ifi >> VI y T YI N T N l�T VI Y N N T N N Y N N N N iA iIi N q - "'3un3i�S'a3'i3a S'3S'33aSlaaaaaa33aaaaaaa33aaaaa3ca�a3a�3d3 a3a S'331 o'.�o?''a$ o x NY N'aNOY�O��Om�0 GH by Y~iHNM N�I N H 6r~1 baHN a Yv eY a eHm L{a Y H m O H p�p g^g vYpp1I'NpNp O O M•^-M'�I ^ ^' qypnppI N A(NV A O� OM r OM D^OM Mp O O O D I�-p Opppp��O R1�pp php^ym�MUM— '2 a SH•D pQt�mp�'Rp N S'N N pNp M m N�e O ne NnN� --Nry Y�i p N p H ImY n N n N n N N R Y N n N n g N M N N N tV N N N p N N N N N N N N N. H M 19 M q 1'OI 01 109 M 1�'1 01 M N M!1 M q M!1 IN9 ONI M M[N'1 IS Y t { I 4 d LLU II 0 GK I SR 13v a �au^�t7 ris�^.c,r iaw ru �lw..;;� .:v urw � x E>u•".0`3 Qa ra -,"aWcx�%'ix' .5 t u. I c,a a cr •�.�,. a ru a. �.r*�,.ra,rl,r, �.z a.. �.:.:.�. �,-...�'.....r�._,w r,..e, - ' . _ .. w. 5 ru r.•�.r,..n n �..�. a�,ri ,.�.,._w.rA,.�.�.�.y�.a n m a rt v nor• , � nM , M� *n rr 7 --s r.zzazz: �Yx::x: a- x�_. 7 eu r x � rw ry ry rv1 w ry u iMp#Y#MR M G6 0 e'1 Md rl 4NfiWA M nS n M n Po M m m�'I n m r^Y NM ri#ri M M M n f+l n pip . i N I °h 2 iM1 M ry 'cJ t5 F d fY O w. 2 C7 � Q d a r _ y . r`3u,�s�i� uu �"+�a�.�au uca'"i� `b.a u 0 ae�vs�.y u 21 wu rJ � u a a a a a ¢ c xupp y aa yx�� x�y �x�p stpp�x x x�_x x x x x x Y x7 zzz z ,/Y l!V'4fl.JY b"i tM1 VI t5 Vk ¢✓f 41.� a III HI 5 E E E j� t 6 t, 4- 5 "E, 6 u+n v,w s cur yr uww nlwn� yr w m us�w v°on v°ur w° rn ur rn 11 11"1 t t � x W. 4 z a a i z c� a w G r 0 .�,5 r u o �a .''5 u u u 0 :i i5 s5 cY x u0 0v N�� s m a 4ro x.>oa 7e ,u s vn M ur�vt v,in u+. n v,rn yr"Iva m.�i n`�,n urrn v,.ur �1 w7 un an w I,,,"I r+ ,.�' m µmu �m vx�, n" v � cn','�+ ,w ary "'v �n w� n+n v,:n�� ✓uM�� A v�v ;u�u i•"t n.r a a a%a c'i-<¢e�t, a�: 3 n'&'" .,a�.a:, c' a',��"w�it£'a�'Ix n za=%a�+�'%�'.�5."a�":.y S'.�:5` a s,�N 10. n w w wvo�v� SIP a � p Q 0.6 I } fY C - � ry G7 b. C 4 u u3 'I j ® .m "7 v�tirr�n�i cn "n uM 7ry i� h Fi�✓�h in u�in w'1+n V�i ilY i�us pt"h �N i n W W W w»rn YI n m!m+,�ap+6 W YW W IfA IM 1p to m�l M5 etl ffi�A t'B SUPPLEMENTAL INFORMATION (MAPS) 640 Pressure Zone PRV North/Bond A - 4 December 14, 2017 Project Number: W20055 - ' NORTHEAST ZONE ' NORTHWEST 20NE — - -I -— - -- ` f - LAG ; r- i _ .. o MIDDLE ZONE - 7..�. Ili E, I _ - - of Lai - - 13 13 13 I < - - Ea---� a- o - - 17 I _ LA . - SOUTHWEST ZONE I ` - i J SOUTHEAST - SOU7H ZONE - N Legend CITY OF KENT 13 METERS PRV INSTALLATION TYPE 640 ZONE INDIVIDUAL PRV'S Q 34'PRV INSTALLED FOR 5!8-OR N41'METER Q I"PRV INSTALLED FOR 1-METER Q 1-12'PRV INSTALLED FOR 1.12'METER Inches Y PRV INSTALLED FOR Z"METER 0 4,600 9.200 16.400 ®ENTRY PERMIT NOT YET ACQUIRED 1 inch=833 feet ®WORK ONLY TO BE DONE ON WEDNESDAY'S �xt+ey Debo>tae�I>oG CONSULTING ENGINEERS L.IKENT111410 UO Z..rnEmd-PRv Tl INDEX-2 m+E s ib \ Z"i 33 e 13 O. �9 /i i `J7 'o1 —. 13 a i $ pi\h7 10ft Ave SE O• - --- IDSNAve SE a 8 N ; N � � ro _ 01h Ave SE - 1101h Avo SE - --- N _ ID s m E m A < < N < z rrr p a o 6 O -n kD D Z pJo L�i`H^'Z R y 1 Jo OmMM Z m0 O m y Z m m m o NO rO 00 m A p Om m v, Z A N p - A 5 m m U) Z O m m a o, mA m ^ 71 c m z A A a m m < m ui z - a , - SE 227ih PI --13 SE 2281 a- cr -SE 228th Pf - lzi 13 u •• _ f � m a .SE 229thS Id V18ZZ3 - ._. s _ � N "4� sEzz9hary — 1 I !� _ s 37 O , R SE 231a1 Pt H N o m �-� �13 � - - SE 232nd St ro $ -SE 232MA _1_ _ m' — \ G SE 2311d PI LY S 0 m � s SE 233rd PI- o_- - _ -- �7 - ' c �13 SE 233rd PI 9 I - — i '+ SE 2341h St... --.... SE234th Pt . _ SE 234M PI - N - SE235thSI D- 52 SE 36th SI v 0O n p 2 a D m O. Z 0 m z K C m Z Z G 5 to 5 IrV m O A N n y Z a N 8 -i D fTl m O v D o m o H p 1 0 < O m o ,, m 3 v m N m A O m m A n 2 O m m o_ s m p m m X t'+ v mo A 3 A s a 4 m > o D A y 3 < m (/j A N � y - w � p � w N n Z o �o p F c 5 3 7 ¢ - 0N _ m W O 2 'a loll yy a p a J W H w Z IL W y 11 N J W Q w z m W D Z {I .n a F J F p Y ❑ 0 g" o V O y 2 F J 11 > W N _ F Z Z D Z w z O ❑ �$ ¢ a p z ❑ ¢ J a cc w �� Y a a o z $ ' C N N ILMOTDul jq Is { o -L — -}- a--. -._-_-..- JJ CC „rn I - iS PUZ4Z 3S _ RA eJa Id 1i6bZ 3S IS PUZ>Z 3S a ' Id In3S Ni JJ , 'dF, _— w r jmr 3s ap LLL � i IS'd"z 3Sro ---- -. ---- — --- a PH-04 Pejy. kl U16£Z 3S!, eIdW=3S - 13--- - Q,L 10 _- � Q _ W aZ 35 13 im p m m Ws£z 35 -t� — Is aKz 3ssv hV 0 N._. _.1d.PlC£2d5._ — 116M Ave SE - - -- --- - - ..t o I \;-P rivate Ra -- la P 117tn PI SEI _ p 3S OW Nl r cl I.__ O -. Gr I,. _! n7NC1SE Mr- ti' d� W 113 --- r Ava SE ' 110th i r ;3 d Y i16th DI SE Le116N PI SE I—_—_ I u N 4 - 'm If 119th C1SE It9in Pi SE n9th Ct SE 119th PI SE I13 1191r1 PI SE m ti P, Pmato Rd 9 - -_ 121MPl SE 7�7g�p SSE 122M PI SEY 122M M SE CD a m p n g i a D m G 8 In z o E c O m � � M ;a q m m !r' � o /v'� Z Z m z < Z C 1 N j m D Z D zz1 Z o Z Q O T p - A 1 C Z m Z o p m T o O r '1 O 0 o o o o m 4 jnq Z Z , , '1 _A O V m C o n N o u�i A n z O m Vm w m A m N m a 3 mm O s to m 3 � T m ."!1 SE 252M Ct u i I SE 253rd PI SE I — r—_ -------- er ----- — - - SE 254M PI 13 i I � SE 256th St 7 0 Z O Z N ? D m o cm < w 5 N T 3 Z D y Z -oo N Z O z o m D m m a o m n r Z o v $ A —i z _m A 0 A p m m O " to 2 Q m A m "— c p m A A w u m m P m m o A m � 1 m N A 0 s ! � I I SE 248in SI -- --- SE 2481h PI ..__ 'm. .. SE 2490t C1 I `m ! I _ s - SE 250a1 PI - - p — 9 6 I, SE 2501h Cl Ptivata Rd S rn O rE, 9-SE 25Im PI m q $ QO SE 252ntl P! ? n o SE 252nd St- Pr-ale Rd--- SE 252ne PI -- ' p i -_ -_ _ .. -.. � s m Id Pl69S 3S SE 253m PI _ ! - ---. SE 25Ld PI - SE 253,tl PI \apyt5l ' m = Y S SE 254th F SE 254th 5t E2�th m p -- -- _- SE 254th PI j 3 ' _ lP F SE 255th - I m 13 -SE-256th PI_ - _ SE 256th St - g Pnvale Ntl ,_ SE 256th PI @ o m m SE 257ch St -- -- - S�S�B Prvale RC _ - SE 257th.Pl.-_---.._- A 0 OMMz I! p7 N ti N U/ O O 0 m Z _ a b m a T A m o 2 g m <_ m 0 �$ N R y0 m fTl O y to D �o C m r m -q o j D z m z O O 0 m o N r -I O < O o O m m y 0 -0 O m A O < Z ;5 m p A m < z O m C m n`t m O o� O m v u N q m N m 3 D D m � m N � SUPPLEMENTAL INFORMATION (METER PHOTOS - NORTHWEST ZONE) 640 Pressure Zone PRV North/Bond A - 5 December 14, 2017 Project Number: W20055 1 / V � 1 r f/ I I A r� iA J s� � Jr ' 0 ,I IRWIN .n. .. < 10609, E 232 d 2 17 wM' R v: v C„ !r/l9rhll�ry10H^fW% i�����i/�r ��� yC G iN 1 �ll /fr r,A 1 � r f 1 !% �/>�/ /,�� �, ,u:l / �y✓I / uW «�` �m r '; �' r ���{n� �/gt{A„!; I i C r t v,„i(l�Yl;,y�< „ /: a.N r t.� ri )1'„,tl f. i „ .,�f��,�'�4 ' �!✓;r ,�i 1.i���`e�.;J,�/�,; '�; IAp(, i' '�; � ;'i� A� f�r ;;� ,f by' Ml, ;�,,,, ,�i ,. w ,, '.� 4P� �,r.. ;.p 1 ,..�r „t �G7, n.ft, / �OPrr ,-✓r , Nr.' l . ;, ,, ,..;, ,� „ l',at � /i m o-. i` Ir„e3. i r !„ u � w, , t ri 10614 SE 232nd St 2 A 10617 SE 2 2n . St 2 A rtr�a �,f 'rp �'',� �A r 0/ � r ,� tl , /6 �;✓�y ri �� � f� yyff,, I / � Y Cr Y- I V � r t i w V e y � V f1'�or�6? I MYw 4 a t M P J �, p0 �^'����/yf64��✓�f"/f//,//l�� V i�T�/�,�,(��r/li�f� C'����aj0�4�'�� � �w � W u o � u 10705 SE 23 nd !ke % � f ,,,,,, � ��,i�t /�/�/ ✓/�,�!�� /;ill f/i� ..Jl � l'�f �r�' rrr r,l r / I /�„/ � �/�f �� /✓i///,�'�,'/�i%i/r;�. o ;�' r/1���f�/rf {�i .�", /ld r" / l�lf D i �,,,>��1;; !„ /ifi/�. m,� '�U, �.,,, .1m4 Wn�. : „/� ,,,,� ,G��/llr„i i/I,,�IL ,r� ,,t� ,✓r",,.. ,�/ri;✓'a�11�(„�/J l� '/ � � r ., r r r ,, �flj r/��/ �//// / „/ a raw�M..lr ,gym 'w�� 4+wrw++ 'uw V� ��l" r � ✓ . f /" w.., ➢ 1J j� l 0 rot�� �%�/� ii' „,,, Y/i//%/�1/(i1,� /r� /i//,Jr; s ,/,:�, ,,,,,, � ) ,,/ !, ,� ��„ v ,r, / ,.fir ���j f .9�lii� ��//,/�' � ,� r , '✓/i/�� /, ��l //„ /r:: t �! r., r /. w%i�/// ���q��r'fL���//r��/iJ/���i/�1� 1/✓��Y/l��il/�l/0 r /I,, �„ ,, ./, f„ JY �i� ✓ d � 1 � � tFl i ! 1 � Io f d f V { rr 10723 SE 232nd St 2 A 10724 SE 232nd St 2 B / r I / q ��✓ ll� rf 4 �i � f J y f / � k ✓ 1 y o / ✓ �l.,f/"mPf,� I ! t d s b N gyp, w 10' 731 SE 232nd St 3 A 10804 SE 232nd St 2 A t r P a � 1 � a�aiwr� icy(rrJ'rm ✓ �ll ��r ��a a�� Oi� ��,„�����%"�f��C���y��n�"r�✓�N�� 9,�r�w �4���,�k r���Hi�`r,�; �'r�', J i ��;<. 3mFf�M�I n', lam 1/ a ti/� �l%��rl�'°I�!l�'j��4' 11 ,�,�� l t,,M / SIP/M`Ar 1l�eY' �� �✓� ,.Y �� � ,i �.. w� 1�� � ✓ ,�Y.,r �"I1 s"l�r� r. i��" � r� a fi D � � v/�r✓/l��I �����rN�'11 (�i/�" f°9iie,r., �..,�„ ���1 a»i/ 4r� ��.:b A'II� '`„�, /i r� /%� of . .a ! r ri,,,,,, ,.,r t✓�r�tlr. fl u�, ;., ,�; fl� l„I,. .F, ,,,,,i1� '„gip lyr i.. � i�`;�o,���i ,,, i ,i"„ r;�<i "%�/� 1 /l r/� �Yilk�r Y' r �i,/a x ¢ij/ ,A [U i��i xw✓i ,� ii� >, ...., l�r �;vf ( .!X a h11 ,.. ar /l�. ? Pr�f�k r�i„/�i l� ar,/r. i�7 r � y � !ol ��✓ii i� f ail�/i,r ";,i",,, „,,,„� �.,� �, �� ��, a 's ,i. w' i ,,/,� n" �� iq�,lV�u�� rlf�i r� ��r1r///y�l✓xr�l�✓`�i ii �i! r! ? �/ l,� „�' �, r �ko r ���� �!n,� �' ", a �, , „,, ,,,,,,,, i/ia�/ � //r ,l�lfJ7 r� //9/�V;�; � / 9! ��¢ � `," �P „✓1/l��j)6,,,�� /i�1'��, v r�� ;,jo /� �� � I r�i rv/� � ' d�, ,H/ �i�l��lf ll����"����if; ? "%%/%J��,�✓J lr`/�i,ie,'p"i,r l��ia ��, . ,. �� � .^� l /�. , ✓,t` �, �. 4 �Ti/�74 t%' / �l�ii ,, 11�-.��I��r�('// �e,6�1 Ali �%� �a,l%' //, �/�. �plY�it ". )�: >u �", .. ,t '�„rfn.'r:,,,, ,' �,;,, �� �.. r,,�:�s�„ � i,i �a'.: � !u�9i'�:/ %/yr i ✓://�f//,,;,,,%�''�/'m��lD,l�� �� ,...i, �w�, ar �i�l �1�1w Fri ,', �'�,� `� "r ,,ku���F� °,�„ ,,�'"rr�'„� ,�,i°„ - �� �...i ���li 9� ��%//riixl�l� 'ii ini � i✓ / � �yi/ r r�,ty,l0//i ;,I i1 �� //. �: �I, �� ,. i�„ld,,' �� //,'�i,✓��/�,1�./���i��,'u��l '�'i i��'� i%f��„`�lr it��% �i r�fi l��//��r ;�F �ro� 1N/li/�/// f � frl � i i 1��y✓ 7 ��"..�{...`.. '/"�...'....... .. ....... /�'-"'�"(_�.._. ,._., ..., T........T 8.....1./.''�� T .... �`yr��..q.'.'._ ^�yj�..(�.'.^yN, �1`�."{�I.. (}^{y_.._ Z........ ......... /��,"y�.,....... 8...�f..".�J ".�.L.'..`.. r r FulU9 �/ 17y1i 11/ �G m an a i Ip P Jr� r i f V f o , 10817 SEE 228th St 21 A 10818 SE 228th St 2 A f n � w x d �IJ, r 1, + �✓�r+Jr �n/irW �/��%�/%/ a �� I , Il' ,��w�d�, i�e�w�� �2,+! 1 �✓/iU J��n' ;)'/1�1�/�1 r�i/�f, f li,. � f�J"Virv'" +i tr/ ""11 V 1 �✓! "'l r � /fir AJ k h yn 9� ' / 1 I � ���%� ,:k 00 f .,�,>,(��''yyy � rr 4/i, N,� r,1 / Juf���n /4�iiSi ��/✓� i" t � ��„� /����,�/I, I�fr/j I/ / /" %. a T C,}%.� .., I,�,y "`.,.0 0r'�„ ,9�r ;�I� r��,✓-,^, l . L� ,. % J �fi"'" ,.� r: ✓➢lYr✓� � �� �� �� rJi f� i��r����� P!%�r p M i / + 22805 SE 228th St 2 A a ,,,,;"/" / y+ //l/„��i/ f�i %�i a//%�ji%������,.;"p/N'✓/R��,G�,�°���;�I!'1 ,�� V i��II���I������6. ,.. i,"„, co n !���1 � �f //r� �//�i / �r"/(✓�i /��°frl // f � � Ih W � /In � ��ii in Jyr � n iii�' '/' /.,/fir BrY�u. ,rrrr��'h�'�/ /��/�i��y%� '���/✓°lfif� i1,!�� � �I VI�fC��ih��l�,, �y� gin, G7 r,n �n �i/�/f,'l' ,�f✓�/FI/rr ✓i �"/� / i�/� ��f� ir / e� %���/2/ (F r'r/j+vq � ro o�//i � N inn' " �^/�"'�p� i y' �I /i / /�D i r�f 6�q��'1" t'+..J r ✓'t,, y!��%%p���;�� 3/ ,i;' �� /f �` �:�� R�✓ d�/ii/, � /iml�%v✓���a✓i��H;�'+���r��� �,, f/�°� "�� �111'� ,, x, '%i�r / /g /I , //r f "p i%1 r� /�/� r11�/ �'�( ✓'��i/,�"� r +. ) ��fJ r� J �f Ih ,%;�� F"5r'����'+jj�`�bP✓,f f� ��� �."���rr ���N%'///r>n/ 1 /r/�/"�� �,�`:✓�``, �/i+/1� � ���f (l/ ,, ",3 v //l /b �4 f, 1 q Jr Y � r✓r� � ff r ff isrr ."' � i/ "or" „lr % "s r' aVi�t f r � r � �tif In ✓ / ✓ /f{� 'f`0d/�( + �a✓�r"V � u70 " fllJ� �l, f l��f yr, �J+���� �, r� �J� ��'�� ltill���y�'� '``�P/°",�H���f��� ✓r�h'�l' � � I'� ",� ���I .,. I ,r— �y j +✓/� ;, r1�IIG� i,�j � �, n, �., ) �r f Ft i P 1 7 + l" f Lp Hit 22816 106th PL SE 2 w w w , x d �^ l � .ay„i��d„y al q k,4 � '" y�q�ai / /r. a a�,✓ �` � S � � "' Cl �`:rvarnrrs�xi;o r�fu l i f 22821 106th PL SE 2 B NO i �wxuew* dye F r i / / f r / o s a `'a dui I 'rlkYlY / r � d c 22824 10 th : L SE 2 A 22828 108t co 0 ,, Syr ✓ , C)ct �rif/✓r� r 'w�✓ f iaa� � f i f r, w f i i " if ref/i, f i z , rl�a��/ion W N`n W f f ltl f rt f .sa"` ! �6qi 4Y .W .:ua-, 1 Y r✓� Off Di ��lrr �j�f/r /r�r���� � �� �'1/��w i //i of irr/� ��r Y��� llr�� 1/la����'������ F /f�al�;„✓�r /� � 1����Y6fYi�� ✓ � ��%inn r��nl(�Jy���iY ira�,a� „�If� if�✓,� rv'� �¢� ✓ "aro` a �,�i ✓ � �� �i�✓„✓,nil� ,A rl ii mw��i����! ��✓/ /%11�P%i �i✓46''J,v ! J i �r %, ! I V����� I�J /�'iM f��"��ual0 ��f�nd/,l%1( Of�r%frr ir�l�hif� � �'Mgiy✓r / /�f✓r f„d�' m �� ��/✓n(� r�✓/�' °�`�i������✓rr✓t/�hpi,a >�✓rr a>� r ��'r✓✓+ l�d���,��//l�f�pLrpr,'i a,�p1��y��ir��i��ii,� �i��ar '✓ l N,, o,�«„✓ i/%f / ✓ x�Ip✓f � Y« w fJ �/'wl�, j�,w G� 'lwJY1'll�r, ��,: �0 �, IK �id�;,r'" �t'��G ����r�f„���r'',(k��m�'�l udlrl��ty�'�"�r!�r4du ���a j✓�u�„�„rnuw s%� /✓1�1;4'�k'u4w�✓. !� j i m// �� /� /% �r^✓�`��J"*�� ry lrl��i���/Ifs�u"�'i��y� W�!^HF�luorrd4��f�w����`�wV � a����� / /Ni �r ✓ a� r���brr"w�iv�ly d�%�1�+ c w� ( � " �"✓ �,ref ✓mp„Wl,+r�^ �'/�I(J�� � �'k v` r Jai q Y iNt� >C n iv/!I 1. Zr ,��i" /�la �' w l/� v Pia rrcl� I ✓/��io lam, ff r�I' `r����'l���b����i��a ��r��r r, ����h o >s� wok� ✓ fo���f ��Ya��ilim !!1 �w�✓�: � j/„✓ii;�`; ✓ w���ii f�r�� rul� r ii � fA � � (w��"�/�r �i ��� 91�� flI r" ✓ y�Y ! �,�, ," ✓r r JX � ��` ,a91r,�q�/'Y�� v�ll�'✓�� lrtix�"' f ''�'"/ ir; '�� ) '��� � ���a�r�`' d /W� f�r/�,�INf r'�IN �,l✓ ��O���N'K� �`��r�yi,� r f i a;!C91�'i " � ,�' �f! p r��d �%�l ���%� l d 1 r"r'✓ir��� T✓yr��dro�t�Y>° f �>�. _. o,�jtW�� Frlf;`✓`� t1+I� � '�i� l r I �Y " �✓ r rl„�ll,a,/'�a" � �uF. LJ,1 � ! !i � r�mc, ��✓ /�(�� f p ,del � i � �✓✓r"��`^i' r � �r 9 �� �Y � J>✓�i � f 1 ` ( 1 �� f 22840 10 th LPL SE 2 i F (24 CD Ln r i alp �r r\l 'q 9 0 _ 8 Z t� i U) F4 04 4-) c' . r i r l ' a. Y, 22910 10 th PL SE 2 A 22911 P' O; f / G 4 I t I II f �a � y 22916 1 0 t h L SE A 22917 1 0 W.r'1.t h .4.. .d....l SE 2 A �r V� ��,',�, r d���of/ Jl�i � r ✓j J��� i r e or„ a 6 i y c 4;! if � 1 I I I I Y o, Y� m v r � � p, a �// /� ii lair✓ � Y;li,/��i�iiil/1'�f��������7��y��✓mill/if� �'`��� ,�� ii l�w�,rdryruai� rai ✓/a�^�, ��//Oc���"/�/ails l��t��/i��/ r�/rn/l(�ii/l" l u"1/y l f I / it 0 w f y , � �dl ri oQ0 li r ' `�"'!r%„ rc r/�/�//��/ ,r�i rv,, // �� "➢'d IJl �, 1,� r„r �,.,,�, ��Jy I : ��1� ! � d ,,�r nl � ��/ r l�/�V x 1 ..' r(�/ ;ni+l%/'f.✓ /�fJk�l�7r�ty�/iT�Orl( /.i1 � ,'1��riG; r v� ���irrfi 11� i rlrt/�'�SL ri�� �ie�l����`or��f�7�1✓':f� yj�ll�l yD111`rif n�o��� � .�� �� /r� /{s''';w✓ n r ��:rfrs/�ti �;r///,l``idirri��r J�'�r����,r!� ��(�°�`!,"�iy ,�a�f �/�����ra J/i ���m j//���� //- I Cf) J i r���r vi J ryy9�y,J`Ar� r�rl I ✓,J i E 1(F�%�rd � y� �1 � �`� `�,��'�illY�. �t��q i I ,J� a rl,'�f„� ✓��,�� i.'� ,�y "'l"'� �1.. �� � r�i r , i �J i i 1 ti /�k rfr Uh I I r ,7� ,. r �� r�rl�1���' IO✓�l B � ���� it r jj / �p� j u I I ° f o- A (h 1 n 22942 106th PL SE 2 B 2 107 107th PL E A 1A, 1% + �311 ��, �F}irkf�,r �/rlf I %.� ✓//! a ``N rr�//rry i rr�Gmii /J�it/!rf / �,D, 4�r✓ �y �d,�«�� /,>` r/ ��rr lr,//„ r/ �'n /�.� I/ri '/.,r/„,� /� i/%1/1�,r UD';;I/ I ����r f / ,r7 W�i✓I„/ u;„c. rJlw�mr�fi'Gr �, r. l/ ,,,.✓ r o I ,. „wG'?'/ /J/✓/,;., r✓f9�, �^dl,q�,,/, 1 ., G,,..."� f%Wr:., rt / �r � u ,✓,.,, v f�r,,.r ua% �W(y(r, � 0 rlo, r/i�, �, W/�avr ,i�rirf/, r, %r�rr, /'F �l� ,�1 r ,;i,l// o .,r � 1 .r/%f/lr ✓%� rrr/,,,/�i. a..c;,r ,., ��m rW�'d� �, .` ,... ,w ,r�:�rr�r�//'r�r ,,,'/'rf///r ,rj,,,,,:� (��r'9c,,,., � ,,, /�6r d' ➢./ ��. 1l1'�r!'„Z,!»� ,r�, ml„1%;�; J, ern�� ../r rF u. � �,,r;:; ,,;�/ �r� �1J✓`(I%;,r(' �s nn,.%9 � ,.%ii r ir��!��/,a /l�� �, G/�.f!lf/ir`ju r rr W yi/iF�YX�rm!� ,2 ,,/�ql/ ,.Y4 r u (' � I„�✓ f r,(1,/ /%(k�l. /, r �.,, ,,,, /r ,J r ,d;,,.. ( � u: ,�d /r r r;- r �l✓� Ji,'r„ '/ r„ >',�� i„/rto" ;/ s , r ,,, //Y .%k�`/ %rl / r, r„/f, ,V � �,� r. 1�„ w,,;:,✓ y',l ��j r V 6, (, <,,, q, i, � ', W. r� r, ,l`! // ,,,��"G!1 /�( r/r./...�, ,/,,,, // /DWG" ,r,,%/D ,� 4 G �4. � .�i" b� rl � ,,,:.f,1, f� ( e ! L , ✓ ���/�/ i.% „/%/„/ l�;// .//�r '` "M1F s�. �,i. �,��� � r,.6 r% G rN'og //, ,r �11`t, ,.J,�i / /, r -ri r/rii ./,r/,.,/4' � .fib r ` r•',. rm I I I W ,/ rr r �y��J�G, "` s1 1 9 !/1 f r, r��Nr �GJ f ,�" «r �jr"''x✓�If/"�y` I r l i ^to rm r � i �rGrGf 1� ✓G�. r .+� N I Y '� rt r a '✓ V'r/ l r( i w 23113 10 7 th PIS SE 2 A 23114 10 7 .h PL SE 2 B , r �f e r , 11 1 r r / y war d P r 4 i I r 2 121 1 7 th PL SE 2 A 23129 10 7 th. PL SE 2 A T r r- ,J a K�z MY� 23205 107th. PLC SE 2 A 2 211 107th PL SE 2 A Sri //i' r,✓ � / / /i � I � P � J)l r/ur ! V �a °�J�t➢� 'rOr ��� �@ '"�Y���"iR� �� ! Ir rl ra irpNr '�/�l),r'i���r J �. a � B� pe r�r� > 7 o n f r 2 212 10 7 th PL SE 2 A SUPPLEMENTAL INFORMATION (METER PHOTOS - NORTHEAST ZONE) 640 Pressure Zone PRV North/Bond A - 6 December 14, 2017 Project Number: W20055 y�y/� I� ✓ ��� / �fll�✓1/� �a 1 yr ' r � di 'r '� (�✓ "� � � / / s r✓ r If1 � r i �/ r fi / � N✓�rsyry 1�//�1'1 �J�j 1 fi i � V y'y'�� /rj/err 1/ l��.. � I � 1 1i 1 /Tip/p//y �������/�j i �n�� i ai� i�y'�W' ✓n/"'. r r // / r ✓/Giy/��(41jI/�✓N 1YNi!%�,✓f1 1 �/ k ✓�9 f� r /r / pr✓�j /// /�j/J�/ ��//�fJi.x�� 1�11/1� � ti y �(p1/�PtrnO �Q ray!i /l� II 4w �y � � r✓ll✓7 � � V � IY� /, l✓'��i��ri�T /��( � fy�fln� yy " �6" �/';r � m1y�y� �:... � ✓D�v �il'�����'Y�'�',+��,'✓ //r r�� y"`'i!�� i r � /� "r �L�f""f"l' a, �rxl ti ,:gu��+�' rm,,� l I ,�'p�Y �W ✓� ��"�w1 r�'�� JP��� r � ��Ii�v�3G��""'" i'�`� ''h �//✓!v`Y �1��1 r �����i yyr�S�y`��i"� hr a r �m!ry�"au:�"� �^ 9/ / m 1 f�i✓� W✓� /ll� 1� / r � � Il 1 / I/li/ir� V/ �I �� / � 6�✓��' � I � �d r r f � rr It 11208 SE 2 8TH PL C T D F �p r MG✓/i i ry: tl r e 11212 SE 28TH PZ 2 11214 SE 2 2' n T ? D �'/%e!/i�ii//� ✓/i/i/ 1'//fir �9/' rr� J)r1i�Q� rr�irr/o %✓/i /fir� /i r�f r/r !1 „��/ i�/✓i ���i////✓��//�1 r �t/�rl/�r�iir�ll!�// // rifil %���/ln i fi'r` //�r�r%%�ir�i/ff�ril !✓r r� r����!/�i�� J� r �/ %���n.: 11215 SE 228TH PL! 2 B 11216 SE 228TH PL 2 B r �rJr it�i�i ✓ ��/� Il�� D � /l r / r r�!i r / t rlr�r%��//� o ✓ i�� !'��r y� y�4�J��;'��'r�������� r ;ri ������� !����" r1 �� r,� ✓! 1 p,, N i a�,ri ,�F�J /i�, / /� r r r r r� f� r'h r r � W a 11�y�/'1✓ ✓P �"J � !!d l�mf��/ r `�,,✓ g,����,�� Ire 1���/Grp °l�� P I � !r' 11220 SE 228TH PL 2 A 11220 SE 2 2 d T 2 µ / y � a M y A1'W✓,,K,N�,' r �fFr f J 9 11301 se 232nd St : A r f I h; r / ��`,'�° �/ � �i/r�y�/�r/, �IlJ/�ui7`��'����n!� ��bH��f,✓r�l[t ✓� Il��w��4�((�mr���l/i���y ',�" �"!�, ��F F�i�, � i'^;�Y��li�����p,;„t �!,%'�,o i I°i��ti�' /v� 9'��iY��i"�� ✓ �/!r Ra,�? �yfvily���v%f`,1v�91���a%��tll 1 I'"? m r-� �(�`7 i 11302 SE 228TH PL 2 A 11302 SE 2 2nd ST F-I W CD I co e 1 �Y yi r;�,l y err�'lr�r, �''P�D�"'Vr`'u1 ��,44y'fN ✓, � o d 11304 SE 230TH PZ 2 ;,..AIII f��1711f1'/l�!/,Yrl'�lDIIII�iC/�/n '.. ro 11306 SE 228TH PL 1 A 11309SE 228TH PL 1 E y y �h l� r, r,+ i i 11309 S F-Il 230t PLC--A 11310 SE 228TH PL 1 A r� r ° r , f tS q i r P 11310 SE 230th P A 11313 SE 228T PL A „w � � I �' � r 7t`r+•�rdf 'N ,t /��Ih�l 9 r�9/ l��®� a a� i i�l�,°� �� �,�a,'” lisp `�' ;��i� Jig ;1°�/ r �ll�G �'���L�`��/�j(r➢ 11314 SE 2 2 8 TH 11313 SE 230TH P 1 . P A F V / 7 i r A J� I I �✓,��;��(?3�„� u,. 1� ti��"�. �t�� �r, l r�fi ^� �r' "'m�'ew;� �� r.�°r�"�l�h 9'wipe �a� 11317 SE 228TH 11316 SE 230th PL 2 D Pz 2A F lif >7, 1 P �✓�✓f 1����r���`� I/hr�i� avr.� ° r� U'�flm vrr 'u �dii�/??�� ,I ijig� III 11318 SE 2287 PL 2 A 11321 ,SE 228TH PL 2 A ✓ r lip. r r,�%�;1 l�✓ ryi ����/G� ✓ ,✓ r�ry✓yllP �I�( , U p�il7�J�� ��A�1 Y , Y �' t I G 9 f, W 11403 SE 2'30TH s 11401 SE 229TH PL 2 A PL 2 A E l u � � r� rm��rrllj✓ �"' dh �'J lJ��� � i ����dq �lr pr" � ��� � � � � � � ��r p�h;°J � � ,� r.. r,,,:,,,,, ,,, r %, , �,;� 1 � %�,��/% �✓�uw,r d,�rl !r� �✓ r//, ��il(G��,���%/%y�//( �r::Lj%l�rid tGl��i/O(f/r��ilrsr i����� ,f,>,,,,' ,pis ; ,,,,,;, ,,;�,, „ ,., i ,r;,�r �r i, �?„ ✓rip/ �irr ;rl�I/����,�/ �/ /rl��/�f((lr �%�Ilr��% , 1 rr y� �„li //ii�,��L�%fir�rr�y��.rlr�/��%f%�l`✓��% �i��/f�����,/�1�l�0����� /ri J ✓ f ✓ ,.ir„'k,�;,� ri'J��ri�� ��� aj,���� �f�t is ;gyp„✓ �- �,(,rl�ll o�/f��G,,, i r/ ;i �� ",,r r raw, r - /, N,�J p �i tins" / r,. ✓�, r l� r �' o, �,:/ ,p, i �I ��rn",''�rvip`�� ram'/(���i�,r✓,✓ari i� ll i i r ri// j rf�ir , , r I l i � I �f /pal ,,, �� „i// 1W�✓/�7l a ✓ �� ��/��,y�r i�✓ rid ,. y' 6 f s it // r r r //✓r/ ��'r�U p ;� i� r / �F ✓r ��h ��� j liir�r��/�/l' i l � � � 1 / � / rn°/i rr c� J✓/�/"iiard��j�irrf r�i 9� d -p rP �(�r�iv�i p!�v��r�r�' J?'/� � r�dp��ri �✓�r �%i(���ry � d �f� � !�` Y 1l�J/✓a f �r 11404 SE 229TH S' B 11405 SF 229TH ST 2 B p i � pp j 1 1140I SE 229TH PL 2 B 1.1407 SE 23 .ST PL 2 A r�/'%""'�.,>v� ?�✓/i'+�d��/u�%rNry����yl�'�r���r6^��r. �`r-r�9,,,, Elul `;ii��.,�;J�q� rr i Jv y�` n xy v ✓/��'r /�✓�ir`r� � I � �r ���`�'1���x��rlrf�r�� Jy/rr����r'�f"�"`� �k� " i/�✓'li r � JJ,°ffPTA rr✓ 'Y� v d6i/1 '�r/va�ym)J s d� �, �r ���" y driw'�Ib/��b�f�/�/ n✓j� w��v,�4�a � r � - Wrr �X y �fti��'` 'a M"�"wx q�,�p"'w✓��Y��p�`��r r�`"�,�" �"%ly"""�,,�1 �`� ' 'h i f �r11/� , r lY j i ✓ ���/"1Jr/<�11��� " l rJ �I ��� 1� r�l�rl v /;,,/r � ofx / ' l/�f r„ �Ji ✓ x � �, � r,��/ ,//; a r r i ,l xil /rr IJ � ✓a9, /, /�;r, 1, �r, " i rd /r%2 1, ,u; d� xr r', �rr�>� r l �. �r l �r, ✓ I"� ,r,6,., � I,P a Fi r4 a /r, l/r d �/ ,/i, /,r, ..,✓/%,r r , y l r,l .r o ,, ,,,,,,r .� ,, ,,.', a ,;�, i ,,, ,r�, J / / l �r,. ,,�„r //fi r., r r�, / ., nr, ,, ,. d r ,,.,ti;., i,�, ,f✓x�,. d o, J .r l °�/ �„r/ /r/✓ �..:�✓ f/i�`r V. .,�4 �r„/�/. r. r'. / ��,. ,✓l JY ,r Y.. i r 1,/v ui / l/,/ �a/� �l✓J�� eri („�/e/�r/�aY ,n„✓� �r � d ✓/�i///i'! / �ll ,,, 1,/�/r,l),, r��r� li -//fi,li„ ,.%/ ,, � i r n,�� �lx. Jd,,//r � r r�i��rl%/ly//�� �J//r/�r 1r�U/I / sfi%/,�Il>y i�l,r�ra✓ y/����✓%(r��° v�lf r!"���i�J��i//�%/rr iir%1�/,r/�i��II���l��yyr�l �i/�� � rt%l�(��r/�/��/�l� �r����/b /r/ ✓i p r/ ��1 r r//r%l�l/r1 �r /y ���✓%/i�����l+ly�j/"�//✓/r r r �'/,�/ lrirl/��li/l��f%r�i,/��r��� /��� n/// �✓���l/ /✓`��°l✓r��/l /�/ f��r�j re�x r>7�/�/�i���✓���i/G�a JI'r/�� �U�1� r �9 � r /r l a ✓ / YJ F� ✓l r/// �J r��%r/i�i� rlr��fi��ll/�i/.w�rr/r�r�ri���ftl���i�f�/i F//�M%�"�r /r/%i✓�N////in /r�%�r%/%h/'1%%r/r n�✓,�r�Hr j�i��'%%���%�����i��%l�'��/r�lr/�///l�r�r'��Gr � flrr lir x r r �xr�;r/l/✓r/��>l� /%//r �/ rlr it rir rr����/�� f "� 1 r r� / r✓,/�f �111 r/i / r� /y ( I l�l��""�//� r✓ / !(,!k //iD�/>'/r/Y`.9 r�j��/ i t 11 / d T n Gi r Irrr%'' � /��r / /J r,+��'91 /�>l,✓I�PJ mr�r rif��'�f i'l wr �(� k���rr��/ ir�) Y�✓vdil! r� �`"�/�//L��f� �� i�iyf�������1'/�����ra�r ���i�GPJ���"ri r u G'M. .Y 4Zn�fry ���7"1 T`r x� N�Yx r>`Y NfHi� 1a r lr awl r ti amp Y r �r x rfRfl ✓ sr; °A "k �lb /r/ / M'v r x r r ie r f r f x! .r a h x yVr/, 11408 E 2 rJ T H +r rr �'„x,,rM`Ji'4dflrllm���:l���'r.!vr';,aw 9. r✓.ar�rin9f�.�ix$�w���;'a z��1',x/,'n, � 'iC,Y,r„,..;,,Y".� I 11448 SE 228TH PL 2 C PL F' I WilY4 I f r,//i�it J��j(1✓���� r���N��X�r/�"F i�l p r n. io ri ' v �� v r r11i/r xryr �1 ,Yy✓ /f�,��'Yf�r X �1� 1, ��fti �� Y(��°'r��%�l��I r���i i �J"�vu a' � fir`� ��� J ," / ;, ! „x: � ''� ,/;. 1 L`/"%l6��'i✓�'��QY//7 r 11n ri k �f�� r�F/���;��(�'(�'r1.r rr r '�l r D 1 I ('� i � ��%�%��%�% "�i r'1,��✓'�rJl/J/�'�rP��r�r i +f/Yj%la�li(r�PJ>1���'v��ri/>` 1�✓/ ��N>7%/yr ilr/���//���` r ,i r r//�i/% 11 x' r��rrrj J r r r'i ✓r� � 7�'iJ�f/rr �/ i I a r v r/r� r% "r �r rG ,r/�r�/io r�✓1J ri / / 1 r r rr✓r��ll rl� f/rl j'//ery� r 1 r r ' i � .1/�✓ JiJI�/r�r�/iirJi/n✓1 rr�r(rYlid ri //�r; iw /�fj�a%rrr rl �rY r //�af7/Farx✓d� J�r� ly fl9 Nirr " !x lrl r .. r✓Y tlr�/r/r rP� r'"ti '!r � ,r�/��ryUrr Jrrrr�rj�r/Yrirl i r /r r� �. ''yy ,/� pp''""yy ('�y ��'!+ '"'}� {j"'��f�S'�T �r r/ri>//�rc,�l�i�J'/vd r°%k���;✓�1�%h( y/I/ Syr 1 14 0 8 S E 2 3 0 1.1,1 „%li,"�/✓rr;�,Lxr�,,,.. �„�,,4� 5 r„r,e1 a �r.r,✓rah ,L,��,,, ,,, „ . PL 2 A F 11409 SE 228TH PL 1 D / I d ,r //rr n � �/yisl✓r�r rj r%�1%�u./f�Y�liP�/rr��lf o�""4 ,t✓/ i✓ / �n u! rtf''4fy�� r � �!, / � �/r �r /✓ nbra/l1y, ✓ U� a�v �/run✓ a�� l ,y � Jrl � l /�� � �` m'V I ( i�rR�,f(yi�/H✓yliJ r% J�il�� Ur ry Y�9 rn�✓✓d/ ✓/l,;r*/�lf,(r/ >v„ C. ;� + " d' pr P(' f�r l%`�r����r✓ /v/ar !F'd✓{ir/r/rvr ,��r(:r51 k�r,�:�'q' ,,„1r b rr,,Y p „",..�,+d l,a�'✓e 1 U.'.�r :,,: ��r J,v�%f�rl�i�%�I id�i�i/ /.�H;H / ''✓�/ �` /i /r�f(' �'' i» .;�" i iy�4 J; ,J,r,i '7 7,�,,,��'I v ,i5w 1v"!u iwr y���'7w, '� +. ti;��m r' �/.v ��y,�i �i/��✓l��>�,�, /�(i f�r�'Grlrr9"r�ri�'/�wV!) r i fry, !w� ��u ys N �h ��; i„� � y,uw.uuy,��II� ✓u s lyl,"P, ��y", f ;/,1/U" ��I� tiT�//rl�l��!ff /,�r> �/rr��U �/i a, 4 iY ,.�" f$ � , '4 M1"� � Y�,""sM"�^ �b %^ r� c a� � / �� ;;a r� I ��/ / �✓r +r -✓i/�)y � ' i J,rne, � �1"^,' x;,,xn i,w'rt � II�rJ�� �%r ar`� Jr>fui l "/�Vf�//716 �/ /ar � /fr ✓�; �' i �, w0 Y, J � ,4 / i fi/6rf'����Prr ! //u,�1�✓i✓i rr i / r' ✓ 1 ,Aa r r � a J1/ rl ✓tx ✓ i rC Sri 7 r !f 9 > r s ���1!w ���u'�� wr br��'�iu� r�v�1 LN r k sw'� �,F ;„1" �s ��.„�i a'�Ar ✓,i n � �/1l n u+(In � du w�Y�ti'�`rh/ y>w�"�" o ✓l! �r7 '�'' ,X�fw/��i re� y 9 �d� ryr 'N'�,�Yi��^�i�ui� ✓e!r✓mr� a i' �w 1 '✓i � i i b.(If/fl r `2✓``�,!d' �i Y� ,fir n �f� n o��"✓ r�x` Ignuwr P ���� sa u' ' u✓rar ifs � // r ✓ i J?4t1 r<! pr 4w/ i (✓ /"1V �!�a 'h"'f,w.(N�r� u�� la, i� �� �u y� nr �� "ro �r4 uC✓ !✓ wu� a# fi Vic, w, i 11409 SE 230TH PL A 11410 SE 228TH PLC 2 RM � 1 I r ,t' P r l � l/i/✓frl?E �� X Y% nr Wry���ao�1„�v W�, , ✓( '�`(� ��>'/r ,a� try �3/��1� +i����Rr�A y'�� � wj� J�r/I J�G�/,� �d�r i���ri�J r.»N d����o✓y r r /�� `��✓ r 91 l ✓�i"1�i/ I� i/6r�v �✓ ✓ a »rp n rir r rs✓ r YII'l pY v �M�� Yr��"� �a �'�` a Air/(�� ✓ �rii�'���u�+�� r i�wn( �,,. 11410 SE 229TH ST 1 A 11411 SE 228TH PL 2 A ,2 j!r!/ n�✓ ✓� � r/�� I o ✓�r � � ,/ ��� � � r iu A r rr, r e r r %�i i✓rr���� I r a, r rt �r r � w" �� rrr � r� �/1/ �f ' r ,� e,�/ Ir ✓i yr�"✓r(d f�"+'!ili�l r /dr �✓'f �6� rrl',�i��'Y `�� �;,�+;°�r� 61r ryl`rra r/e�i� r �1,i/ r� �r9 �r } y r��r�� r°,�l✓'✓ rr� gr;i�� ���`�u�' a i� i �r � F,iilr 11411 SE 229TH PLC 2 A 11412 SF 229TH PL F MIR r,, I e� � �✓�� �wJrr�j�"��`1�r��C/`�r�G�h'� " �r� J1�'/���r �f r� r�/��� r �l y '�" r 1 f4444 r b �%�/✓✓ 9a" �'li� adr�G gd /�r`(r✓r rr J�� i �/,��j'f�flllf%rrr��fl 9AIr,�r�� rr rry ,1rr'iJG,`��rV Or:�J!7�I `�'�i��i r � �/ �l'`�✓'/" //llr Ira xJ Y6J,�.. rf'/ao / f1 r✓ i/%a� r ��' �Itald/ I���N(T�o1�Dr rJ�o � "f '✓�ul4 rr "�F r r r � r �� l� Y ��✓�1�lrrG r' 1 r2jr'� �r r� !Y✓ r rrr/%+r ��� ✓�ii/�rr�NdYl"r' �,r/%O/IO�✓/l�r%,r/ i�%'�'� / r �/�f 11412 SF 231ST PLI 1 A F 11414 SE 2 2 8 T H PL, 2 H I o t � i a, 1141.4 SE 230T'H PL: 2 A 11415 SE 229TH ST' A I h ror�� 1f✓��,���l��l✓ r �,� 11�� r� � � I r i ��t� ' t��k � �� � 1 r 1 it i � a 7"b r ,0 k v 11415 SE 230TH 11416 SE 22 TH PZ 2 A F PL 2 A F 11416 SE 229TH PL-2-A-F 11417 SE 228TH PLC-2-A lr iP .......... 11418 SE 229TH ST-2-A 11418 SE 31ST PL-2-A i 4 I 11420 SE 230TH PL 2 A E 11421 SE 230TH PLC 2 A t„if���%���/��17u41d��ir�!✓y{��r��iF//l�rllluJlrorur / � G�i ! y ✓ f,Yr;���%a> 4 id,�� �p "Y/�1 "Y�l forJ����i "✓✓' Y ( �l� 7 ��fi. r �r!/ii � lv/� �r/ �%`'�k"✓ � � �� ill ayi����� / }i. i���f Yq „i„�Y ✓0r J� l�/l� r�,r i sirs r �l �1l�`/���� i i����'(Y�W�dr i� %/l l � � r: ���r r/ e�( y' �!� !� �,✓�r �%�/jj'!f4 ��� f� p � y iy t%i, i � �if���i�r�l�9l� y �������W F f � ,! � �� /Jji 9 i. li��lA��ii�✓�l� �� � �r..,, r,�'f '�":,IP, ✓ ��Ihh� °a(�d�„'�+�"7��G"Iim�f/i��1�IdWo,✓ r �� mf'��r✓ pl✓y�i r� ! ! ! � f% r !r l����rf<r � ✓ � 1f, !! I✓,7q, rri���rl����l✓p��, !!/i�i��� lj,��//�! �/�/I/� N � /l� rid ✓� I x������/.J% �r�/ J aro r! JI/ r r�. fl ��/yry.l�r�lif� �r ��/��l✓�ll� i�11, �t drri 4 "✓ y y/ 1 � � !k9 Y/w✓0� r �9 y,� U���y, � � ��'b�1���" /,; lir !r��l�ry k��a w�, ! ��� ���✓r�� I' ��l� !l /�,�Y�� a��. �� � r! ✓r� `'a r ��1���/ klr�,lr19 �l�✓p r hrbrr�� � fU�s9r v� �F��� ✓/�r'�`�^�r���"'J'����✓`� r" ff��r� °fr�,l�n�jr i ��r r, ��or�� !�Y r r'r �?`r,,,,'„�,n !/✓1� '�� 6,yt ���1¢'rl..,i /,�� ✓�r'r"x�!"� �!� ! reels. �, ,,., ,, ., ,ru��w,���e�w u,u�`✓��„y✓�/s„to1�� ✓ i s 11422 SE 228TH PLC 2 E 11422 SE 229TH ST 2 B riir r/iti µ �i r /r f ngyrrdratvVr, r //ii/iG/%�'nr f a. I/l�ti�`��� r r/ /1���/1/%%�` i� �f�� �frif��/ uar rc" �� i i I W✓ ,r ,u i F� its%y9dr7�ri� rr n r(y➢r�Drs�ir �/rr ii t����d�Fr9r 1�����1�rl ' m�rrn."�r �"� b"�� r 1. i, r r er r�1, / r�' H //111�/ �'/f�//�/Fi✓���i'����'( ' �Y$�j�rum r ��� ✓F�^"fr✓�/� � r✓/�r r'r�r�/,l'�%�n f����%/i�Jil/��1/kpyvrrw���rc� �- i ����yi �6 fir' �ry `u�"1 �rl ✓ r u! %l`�/r �Yr� t��'i��li J�i,fi`�Ir �%/ Y dei, I �;1 �� vJ, i�l���k� 4vr�iYn/ r���n,� ✓�y�Grp %��/����� "f r1 �°r�u��,,yx �' �AFI�4 r�31M�w M,�NI��'�F��"/�'��G'7�'�J t�%ti� �/ � �7NWfj� Y(✓JM 1f, r mri r � t r i 1p< �1' irar df'n )r'r x Jr rr Fl,mdx xs'mm fm y' k /lrl Fl p"F�' s w�i�✓s'�ti b:6lYM'I`usnN n3./y^ wI"'�a,�^ ,jm X �,�f i ro�'Y�N'k�^Y"n r� I� i i � q ,w ,,;:Kdu"', �P'spf97^"rr wr,� ��r� m� �r.,4N'l�"y' r�rk di,➢�'�6�'((:ai'n'k, ,,:r S '� "��'l� ;d 4i 8;w1^"«l,^ �,�`� ,,. iY '��„ bNuir i i���✓�'� f°�"t"9y9�� ry � a �9 �rW d� >7� wd r � � `*v*W I�4s,' r I ��/'�"'�)I,r"rYa ':,r '�:w" 11423 SF 228TH PL 2 A 11425 ISE 2 29T'H ST 2 A ,a r a u r ifs i JAf,�y�s/�j/�i� � �/r / /I✓//n//e r o �, � i wrrm� !b ! r f)r drP rlr m mm w y f- r i rs r y�?l`if�//y�� Jr r /���11d/��/r✓ ydfr iz� � f r��/ �u r 1' F>��-�Y/i r f P rr 1 I i Hi s I fi 1 r 11426 aB 229TH ST 2 B 11426 SB 230TH PL 2 B r e r l 1 �"w' 2' on ! a ✓F ri w i , b r r ,.N � � / I � I !� It � P ��4 Flfr���✓9 f I a 77 d� I MI 11428 SE 229TH ST 2 F 11431 SE 229TH ST' 2 H N I I I r I i n .�lyr; 4r �f r I � F I � N a, F r, m 0 r J I / I h' 11434 SE 229THarr ,o ST' 2 E F 11437 SE 229TH ST 2 C i r / r i � G i I f r'1 rf �, ;. � �i ,.., i'�,�" ��"�ywi!' �� G�� rails`.G o� ������ !q✓/1!yar,�>' ��f." � r��X..�� a�,, �irf�l�9��Gll�lylil'`�nriuya{ tr✓fiy��✓,r �r��w�,✓ r�/l��r/1ril���rirdni . /,f/� f0 ✓f k � b '�f fi �'. * IG f�rd� M/' Y �pb J A9� y�a���,%/��"K^ /��.1 f Y 'i! ��'>;'•` �a `r✓/� ":`r�� �N.:alp%� k� � b A� I i + � 4� i Y r, 11502 SE 230TH 11501 SE 230TH PLC-2-A PLC 2 F 1 u �r r � einP'o�ry� f 11507 SE 230TH PL 2 A 11508 SE 230TH PL 2 A I hl I i i 11513 SE 230TH PL 2 F 11514 SE 230T'H PL 2 B a d '�r I J$ 11516 SE 230T'H PL C 11522 SE 233rd ST C Zd PJEE�' ES TT9TT 9 Zd ISTIE � HS TT9TT iu � I � 1 mr/J 1 ��i 1 i �"tti�i k�qf� �✓� """"'�V�1,U" 1�/�,��"`/i%,� � m�1�i� 'rlH aHa�i /�yy✓i rr li i,r�����/� " l i�ry i �,rr1^�6,� i�1/"cif �/�li/✓7 G ��ra ,�����'/��� � ��. N✓�iix r//'�'�1�r��i��,V(aaIV F_�1iW� 1 6^ ?.< � �!;, �%o /�/�y�� l✓� ���j ��� i I Ill✓ r� i IS PJEEP HS L�STT H IS P3EH ES EZ�STT �"'�1 � 1 "y"���l� V' � �' i t r 3 h� „�' � "(py � lvy��y ✓ � 0 � 8 �✓r i � k r � m r / i rr�a y��✓ �� "' ?UV �`.. !K� Y �:P y rya �,��r��, n6 ����%>��,�'�kt' �l,N � W� i r„^ir'i '" 5 Idkrl w ry i w i o� ✓i NO ��/ROd //l/�i0�/��i Irt�i/1i/�✓/�//iiil�rij%`iriiyai�l�/i ,/r�1��/ / ���Gi/`/�✓�r�lry r/9�%ri ��'/�r rj�f/�f(/jrf�/ "v ,. / // r / ,"��J s.,; y:�, rc r. / r � �: ✓ 1 /i/rf"' d"J��N`Wii Yl, �;, �v%/,,-�ir �ya rrc�rc��f 1 r1a1j..Fl(i 1r i.7,..,Yl�/'�„ /� "ro;;✓ r ( fr f l��d� a�W r rM �YLFi'ndrtw w ///,��fll���dr 1�/ri Y/ffiF.(�y/f,�'%Y�nr/r n1 r t v� �i��fi,.,J '� + ✓N/5r'�/���'�l� �/rli��ft�'�ar� �/ �: � � ��W�/,r „, ✓�r flrs�// %P r rrf it/rill//y�l1r//����r,�'/ /��li����'/ 1�4��'��1�/aW�Y,41 rir/, r:%r'� �/�a�� h"��CI) FF C/FYr'+`,j r/ K`'! .r r / �xr%/C%/i/ /Yr,l�yr/,r/,�/r l' //J/!,YJ,�i�r ? �/rn r�lC r�,l a r", r�IbP ,', , ri";,�,;,,, ✓'��J'I F';��,+ rc r „r �r��r/d'��� f0`I��//���rrr�'i r" r I���J 1io/fr �Gj//r ✓ I r /f/4 %�r� W / U � /r✓lar� 1%Y„/// ", �p/I)'/°r'lJF'�vi,Y r%v r r%�JK�I �IF�/i��/i Q ,,s� / w rr Y Y ��,,.if 1 „/„' ✓' �C%is,HJ%// //�'y/��/� /r///fy � I � bl��//U�i// yy C';.aa, /r� ✓ /h //yri, //, /F/ r r„ 6 r/e f ; a/ i 'r✓r J fr r l / �y rr I u <i" r�/r ��r��y 1; fir/ y r r /r� ��W�t s " ✓ 1G F, l p/�rir bnl�/ �r � r a l r/a //1. r r r ✓// 'I r' �'""rrc� r i( ryyl 9t y� �� r �yr / �s ✓r y,9w //F ri„��i�,"�*;,,�.. ,�r,�, it,�a,.r i,��r.�r;✓,`,,.w,l 6vey f a,��W.OGa�rP',cGC 'yAs. �/H,,., �:o,C' 11617 SE 233rd PL 2 E 11619 SE 233rd P: 2 E �r r i II ry! �i; S� "'r ij 1�J r ai���ri���j��J���'F I� �✓������%,�/�f��� �� +I 1 l/F r*/rU/ �7� Pro tir 1 r I N )� I l 1! U ' n y x... �„ 11622 SE 233rd C' 1 A 11625 SE 233rd PE 2 E V r `U ✓ P � y y 94F; I�f i�d�l �f'�ai�y I l j i /✓ii %��u I�/ili r r /%�l/���`i �r,r I r� U/�/ / h /�I rl l� �f/��r" f r ✓rr�//�fl/r/% /✓r�rNr/ll �„ � rrr ��rr „ Y?✓ ✓✓r , I /l ijjl"�1��//i✓��U��/lY(1MIr�j/���/%%�r! %�1 I i.�fiw �u ✓/ F ✓r/I�/rj✓��s li/%r'ri,%��y✓ Y�i� /�r/✓ �/!!� " r riir/�r :I / r✓�G r/ i/ i`!//r rlf�i� ���/i"/�/✓lli�����I✓��rr'r`% °� ', h�i�i ,r/✓� '� ������/Il/�h%,� "�/ o�l�� 11✓1i II,i ��i�t��/I�y „h r ✓/�/l�,�r/ia/ ���yy�� /� roY,D N/N �lJ N! � ki �ai , ✓."i�I,�r f�����//✓ ✓n,(��I;�i„'i��er�rtcir'r��/�1 j ! r �,/�✓�I �V P i�✓�;,�r�( r` I � ;rlr�i✓y�j� :rll� o���a��r�(i���'r�i��(��/✓"�Il'�l�'J���. ✓r��(il%��j/j��� r ili�r�/lr�Ir�lrllyl���i%�i i�V r�ir9 �(�y���%�����w�ldirt�Jlr�, r is it �/✓r�I���li %�%i�Ii�s�i// �i�y�I l�%��/��i r�/��� r✓fh j�r%9jV�� i � rt/r, ii� rFr✓%1/1//��i�G,r� ri�� r✓Ir M✓ip/il a//�y�,/ /' N / Ir r/�If�r h/%l�i%'��✓iji�✓y���I �j��i I I rrj�l6�� lr�� � � , �/��� //✓ �� rho!//,��Ua, ��m��%� r yl�c�/✓f/ Iv y{r�ra �� ✓r�I�''✓ �I✓��✓��7 wr i�°ir�i �d�l� Iyy��i%�1������i�1�a 11626 SE 233rd CT-2--A CT-2--A 11628 SE 233r P A ,y na SI, ti i o � 11630 E 233rd CT 2 A 11702 SE 234th PL 2 A Y Ur I i a � r 4' I'�WI W I�6�11 / E� G ✓,� I ����� �✓W�1, lF I"pW �ap�� Aq"tl �4 1�;4, �Y �'f I '� yyrr f !� 11706 SE 234th FLU 2 A 11717 SE 234th PL 2 E 4 4 i I � 1 11808 SE 236th 2.2801 113TH. AVE ST 2 A F SE 2 A i ti NO a %( 22802 113TH AVE 22805 113TH AVE SE 2 A SE 2 A b, d V✓r , i r 22806 113TH AVE 22812 114TH WAY SE 2 B SE 2 q I i m i r J v , � el 22818 114TH 'SAY 22819 114TH WAY SE-2C SE_2_A r 1 r a <)�%�°a�✓ivy�/���vw j%v�1L�� � e � � � v, uu LA " !fe' u� 2224 114TH WAY 22821 112TH PL SE--A SE 1 A F 1F���,'���I+i �����1.,�/l����1�%��/��ff�°�'�r�i �� ark u�h��rl�r f�A�/ /�.. / r '�,��j ✓ //U '/��1�/���� /ill'��'✓%D i 1n r/ri/rl/���llf°���1/ (� ,,� rP if il��i0,�l�i/� / r� r°�,f/ 1 � 'i f,, / r � ri//y r�l o/ 1 rr ��i l�r� �7 1��/l��f�n�l�i�1'�/�r, 'MY /r����� ��d�°%��✓ il��`j r " i i I I i x/ 9 7 rrth^ �G� ill lf,ti` �U! fi yi �'/ rd� � r d iur�r� ��1P✓iG✓i�l. }� '�'H�'+i' r i�'�e rr��ir�hr� ni�'s��/J,J >�✓�?^tr /i, ✓i�e � G �'�/��,. 1��1���� 11a�,r ,� r/�o f/� 1 r / r atl l✓ i�l � �M '✓�, f it/✓l / h�a r/ fir/ / i/ri „ f,�lbi ! � 1 � � yJral�rl r��a �✓ //l,/o i !f✓ ��wf ����11r1��1,�N �� � o/%��'✓0'�l/�/✓y ///. // y/�'%rGl l��/f���lrAA°l�ldm���l/��Yr �G ��i���r��/%vr�/, �i rr�; 1��f /',y��ty�, ir✓i�.✓u rir�r�flirl��i�/�✓1��1"'��YI��YIrr N �I������✓'%,� �/ /�i/iaiiLi��r i i ,��l�'lij! ���11i/�/��f� %kfi�� ����/i����ifl��f�'����Ilrr r/���ilr��ry�✓r/ r��%f rjr%��f�r '�lY/1'%y/l/r�1/r'�ir%�J did�� %r, �N r� //� !,� ,i lzf // %,,r �,rr �r�,ilyJ�l°�rx✓���!/ 1 / '��„ %:. Yf/fl�///Jl�d�y���hlr���(I%r a.!%4fy✓r �r�I�,7j�''� %/I fTfy����%/�// ��4�r�'Ir'�Tf�l��l!'�'�. r" �, /�r w�r%��/�'�ht+i!������(6�1�✓�/i��� d� r��/,h'(1il�� �i�i✓�ll�i�i��yj'�i^o'�,"'�fl���' ��nll�w r✓i//,�G✓ � �1<, �Ir�� r r ��1 �1U �l� �t lih>r/� �f f lri/�/✓.l/�i// itl?r�o��� Po. A;f„d 9, ��1� lil ��il%�/ri;U �;�jr��'✓//0rli✓T�a'r(rj 'ri sir i�;rsrl��a M1� fid, 4✓i�'"^l�I���>��,✓�� �,''N/�/��i r�Y O/,/ ,rr /u����roril..illl�l%���1"fi�.� � �iJr r��� ,'ll `l;>��� A✓litii�,rr �/ipir��i/ i�i fli>��"�r"�r��", ;;.. � /: � r it/r �'� l�l�%���'v1�7 �,����ri rl/ n >)U!!✓r �� i 6i1 r�tiPH��. �aw��'. ' � 1.,�l Prr 11„�� /�/r!��;r�; �4�>����"^!�� / rlt��`f J✓ ��i/�,, r�. f,. ,� .., �h"IHi�NP �����Il�r✓��l i�l! �r� / ✓�!�Tf'ir��r%�y�h�ry !r�iir ii�ir�"r, ,,✓ 'iP a i ',,, j�j 1�.,�,( �r,,� / J'Ii�;,,G���%%���/.m���rN���✓rlj�ll���i !�/rfJ�����II r✓fi�''��,r�� n mr��Vl���i�rJlrliflr,�i�f!"rt��������f�f�f fJ����l,�✓ri✓.�r�%�ti�,r.�a�yr���.� �7/�%,/��(! ��r�„��'�i 2825 114t 1 Way SE-1-A 22901 112TH PL SE ? A r �U ;,,���. l r,�ili�!1/Jl� �rr�;r�✓,; lJ�/, l��!,�a l� r Yew r �ll���� �kl �/;�i/%�c////I �: ;`;,,�err , - A."+'��/,�ij��ll��/�/�/�1jl��jTf�j✓/� 1%/:Fri i �%;�G ii�// ✓I�� �1'/H� O�, �r�� ,,;, Z��,�m„ it ,�'�,Xr if v�fii ,�/�r'l �// �i/j�lA/�li�/Hil�'f ✓.:%r p /j D, ✓'j ii „1/ f, /n, /i�✓i :,.,,, ,r J r fir. f 4� c,d „ ,��✓L+�'�1 6r I ,,,.^ nW!' r%�� rq,,r 1 ,;wm M; �,✓ " �'��/"+'�' "D f af,�''P�' "�,°'Yw �,,,rr�Y ,„ ,� ✓ ,YN G�,uJ�u✓ "� �F'r rx1��G`;f�,�'�!,�!� r f` i ✓ it v � y, ; r�r , ���,✓ �Ya��d 22901 114 th Way A 22 902 112TH PL 2 A a f r � yrc r rP G , yw�r t II a 1 r ���' i riYFr n � r i (r Wln �� � r�,�✓r h/�idJa% r��r ,� I � r,r ..b P r ti I f ��'�'"" �%nwy�i��6%'✓��`. � �I U u'1""rdn/ r '% `" ,� mad r, 'X a„"` „°r rk;i/rin"y rub.�j»�rr;wnl ,✓3.'"ra,r°�9�r 1"' �'"», ,,�dr,� t i a ' e �rr ✓ �N rli r�rrw,r :Vyn1X u a r rX I i Y/i�r✓�(o/;fYi�/1r71ry�Y,IJry,11�,,f rsP�'r��ll��'�/1i�6%r"'l�ti?.�u�,�j� ����rr w m r „r r,%/�� '"ro'r`��''� r'��y r">✓��T�1 �f�����r(�`i�✓,���y��'���( r I, � r ,« �f4'(p,4iJa I wr 4fry Y�,bi .r„/,,:rw ,...� lIr ✓i� r,��J%� ,rr /r ✓ ( "l'r.,,, 1lIIrF N� r, � / I, 'p W a,;a, „�, ,,i; r!� ,::^�+ ,.�vIAV SJrPirilrw/ rr'F ✓! � /✓✓ v ,/u, ,f �„v1„� i ��,I,, l� r,✓+r iGm«u iY, „/, v! Sz,Y" 7 .,., r y n,.,r� r, f;� ,.,. „r`Irc ,r ,r¢ l> ✓ Y r:..J✓7 r��✓,r r� ,� ..�' ! /�.,.,� 1 ,� r /,..n r �-:,% X r. y „r.:�I P"r d✓..r.:«r rl ,r r �, / ✓� / 1, rt��l M� ���y m�r�N �, „/ , � i,N rY rl, !U ,r r�'a�, l i r ✓/,rx r� / w �r � r i � , lr. I .,.,,i /� ,,A I ,L,v,<.^X IVfu. !„! rt1 ,,,.,,., al ..✓� vr,r,.,;, ,., ,.r,- �^`, ,�i .,,...�q ..vl ,,,,. /1, ,.�ubirl�, �, I r ^, w,,r/ / /r ,, af,rr /, ,,,,L ✓ „ ,;r r / r X„ ,, ,. n t;,,ml� � I�,,;, . y � �, ,d/7. ,,,„�(. ,,..rf `',,.. r /1,.�/Wi, r y,.. r'e�' ✓„ „r rr o",�.x,.�. F,,, I ,iu, ;iU, „»a u�/r„ J'( �I�' v„„% rY ,,lr„t1 ✓ o/ r,, .l'U'✓1h r r ,^ lC Nl".r r;� r mW, e r r' �'�,,it,. q,� / r / s. � ,l r ,.�a�� r./,",�..r,� !,. r ., h ,,,a ,.,r ,,,, ✓ ,,� ,r � M`;. ,,., ,i.,, r r X rrc.,,, �m „✓ltr �ir R 1X lu�a' i(r (r, n, /J` ,, /lJi✓%r, � e! I ri H r J PW,F rr,Ul,ac r n „J� r ,y� r< ,r��;/ �,,r� r k r, � ✓� / �/„ � >".,,GJr� D„f � P r„ mti ruX, m, r,; lr ,'�"/ r7;rP, .io„J rrf�v , I,,%/,U,/f �l r/,U;,l/l K1P11✓/��" ' >✓�",wr ,. : ,� „r, r W:U l ,;,-..<�, � ,k' v f, � � �. , ,�, r�, � , lY!�/�//!!„IHro r//%//r�;, �J/�✓i,/�I.,.m�1f .a ,,:rdf rPX ;s�--.�/J ,...^;, i^�.ka�Al�� � ,,,iy/, . r ,�...X, ,. m,z,.. ,X.'J x;r.. ,,,, r ,.,q. ,,� � /.�� �rorY�,„ �r>yY�/r�' �, /1 ��°r�/r "�°'f� ;,,✓ " „v6 ail";N"'r,X"Ja'+ Wr '��� rU,�� Xla; � / HI,�f,� r�i��rr'/r�jl9�//�J���✓'la���nr��� x"lA(!ri�%Gr/ar G/!,/ra1/F/� �y,-��'"�; y" fi I�' °i 1 � r lr!�y rZ�'✓`�r%� i�f �;�(� /�/Mwr�yfGr� �l�� '� ��'�y��lli� ^ �ryl� 22907 112TH PL 'S 2 C 22907 114 th Way E D roa r1 !i r V I u�a i J' I I a /„rr/J r,D/�f, r✓�l;'�!`✓�l� x /1� � r�' �v �&G a� f Cr,';a - ,(�v✓J �/r/i�j,�r�1�,iJIb n��rr/�y��97sru��"r kid ' �/X7tf f'?lYJ✓' � ��7F,(�P�U;F✓J����/����PrU,�r�1X}���9rlA��I Uh�i�f"��cl"/�v/'�i/�i����r;rl r�rl nr �r r1 P✓✓�t r arx'n X�*r�l�, 7,,�'�j'�'�i✓i/i�i/f�r `J,U lr /r i� JI ✓/ r!/ �iri 7Ir r✓/ � # i /,,;%�r r < ,,, /rrhfl ,.J��'rf�l,rL,�y`5�o1F 17/ �..;,J ✓/r i�j '�✓!X/�!i/ r�- r�/r rr !v �.,1� �/naP;'� rf('>,v% r:,:n- , fu�l��«lr)n,�i, YV,�..a !/r,�r,,r / ,,.�F n�,rirrs /dri�a'rrr„<.:ri /,/A f J, a�1� r�i r r�, 67 ,.x�!,✓! r1Y.: ,p,,y a,r.�///�+I.,., I ✓�;U%yo rf rX y r9Xr, 'x..Fwr>rr/✓ ,✓Jr/r lf���!/,<,i/Urf „ ,,,r%N, li di'.r � i v:'I .r1 ,!,,'»:. .r�`✓,;d�.w., u„ '!;�� r 1lr'�';� �;��c ��!i,:r�) 1 "rl /rc✓L,� ri1/r,rr c�Ary7,,r.!„rrr,.„. Rom,,,✓ art..; rr l'�r x';.r ti�- ,��" rr ,. r,�rrw.,,, ,so-,r), �7h�'> ,,;r'✓✓ X� IG,✓�,r,�i;! r`"r /J?»„r f>ir11!Ir J.�Y,1'll/r/(a,'/✓r?Fr✓:.., G, 'fir,"r^ i r "m �' n'. i N �y' ✓lG ri�llr'�)' OY�r i����i�rr 1,�1n � / r��l�rr�,V�>f,/��rrN'�/d nr'r✓r IGfy I�,U;..' °'v'"y,F ">`Ii", ,rl!o�, �«.aqo.,,ar R, ,,.U rr rr;'y94;,r��Dr���ilU'�fF+"F��rrUr "�/;a�a��yir rr����/r/✓�/N rrr„ayriy�/i'�/�i�rrr�fi rir�' Fld!�j; �fra 1✓Irdrlrr IraX� ���`�rl✓�F �J/✓11 r� /fi✓�✓ F Jar✓/11 rrr J�l�f✓(�r !r'� � ir/*'"1�/� x� �,�,U' �"Xa�(j,IINYF 4 �Uu"";Jry)%�l�«��r; ✓a r0� r r rr n/,/vWr%r r%' � e N1 /r; /t�!✓ r+ r r p/J r/rrJG r✓�'r�rr/r✓�,"' r��J y` r , r ^t ! ( r�5r✓r^' r� BrF d?r� r�J lr��illl � p F �r 22 907 115TH T SE 2 A 22908 112TH PL SE 2 A � r l 22908 1.14TH WAS' S: 2 A F 2 913 112T H PLa SE 2 A m�? i I I� Y, q I 22914 114TH WAS' 22914 112T H PL, S 2 A SE 2 A F° ,r n I I 22915 115TH CT SE 2 8 22 919 112TH PL SE 2 A 22920 112TH PL SE 1 A 22925 112TH PL SH 1 A �yw/ri Y✓r ryw`r� ��4�J �C � (r � r l/�h r r pi�/ ,�,4 ✓ %i rr ° °Y,4r�"f/y1r /� '"w,JJF�6✓Ir � rr� / fi�r r:a n �!� / f rn ; ✓ ^i II r ro a �rli r r ��a✓n" a u r�' �r`r 1��1�1�1�,e, r rrry�ri o! ' e; r✓ r r ��';ua�rra y�+�;li`��;,�r J r rr r,lw�" Jr t�;n 23001 112th PL, SE--A 23� O03 114th WayA r �f% ���� J ��rlr f A l ,y'�„r����'��rV✓l ff��� ���l it 11 r r � � �r �� �ar r°r r,f ��y��r % �/��R ✓ � I r�n 11 �� � ��r.�r� �1��� �r .� i�� ri ' � I l�A! 1�✓i 111 it �5����,�jlf ! !�1, /�,� �i�w/ �H'1�� ni �✓i � � � b � r ' �r��r�r�1 � �'Y v^//��W1 7 � � Y.r✓ Y"r JI w,�✓' N� /P� � b 99 v o r"na�'���v r � a 'y ✓ r !a �.r �r4!! � v, �yr / 9i' ( �/' f �(�( ✓"4 o. � r � h ^ �' � �, / .�1� ����r ✓ ri fa r 6 "` rY�r r �� 16nrr f,.��5)'i1 ��kre�/,an lY � ��r✓o "�04' � u� Ska�'�,� �1� Yap„i rom�t)'k �' �, o 23004 112th PL A 23005 112th PL ' .A % frr U MII�"�royRtratir. ,W w r z: z„ r , G / ✓l�/��Jm/i ���J�f ��f��'g� rl r/l��r„ ,�l/�r✓lJ������ t 7�' ' ,.mWFNld6G%r I 1 JI J 3010 114TH WAS SF 2 A F 23013 114 Way SE D �dr Iu1VImN�° + � r NJ ti l�Vv �i r 1 b r f 3101 116TH AVE SE--A IG I'iV 23107 1167H AVE23113 116TH AVE SE 2 A SE 2 A Y IY 7V li Ili I ry 23119 116TH AVE 23201 116TH AVE E 2 A E 1 F w f i w,LL rwa; lIQO•. 1 1)Sr i I�. ��`.ry d�•i Y 7 r N � rl N GF 23202 115th AVE 23203 115th AVE SE 2 C F SE 2 A f FI �Iji � I / /� .� / r /r r �" % �r A-,J✓�.(„ � r'� �"� fart' 4a. r rr �I 1 23204 114TH WAY 23205 114TH WAY SE 2 E SE 1 D )� I l � �'M' NoNµ Y 1 � „•/ id p r", 1 r r m/ 23205 115TH AVE 23206 115TH AVE SE 2 C SE 2 C E' i p ✓/ P1 I ""� �� h�ry ��,��"I n�M➢✓ �dl 23207 116TH AVE SE-2-A 23208 113TH PL SE C vjjjjj r✓y t � m" r hr,,>kw d i NA l�r J �w 23208 115TH ANTE SE 1 A 23209 113TH PL SE 2 A ° „y ro " „drly" ✓^ °i,eQr� r y �,.i' III I � p 'f � fI ' a y1 II I it i >w � a p ° r /haw t 1f�„ ,m ��'y ,�,<7di'^Ur✓v �.,is ZA i,in r, , IM d �,��� ✓"��,k y!° '�"��I�F�yi" ,�l� �1��6"ri �,N i ��h fro; q r 23209 115TH AVE 23210 114'T'H 'SAY SE_2_D SE1C �M pY y rnln✓h1Rb i 23211 114'T"H WAY 23212 115TH AVE SE 1 D SE 2 C µ� u ti I >�r l �� IruIIIM�� e J"wny' IN IN m III 23213 11 TH AVE 23213 116TH AVE SE 2 C SE 1 A �i 9 �� Jfw Q, *N 3 iY"WWi I� 23214 113TH PL SE 1 A 23215 113TH PL SE 2 A 0 n t r to �Y rfc t�l�dl✓+9� /9�r l�lf+�j „ dll Yil WI �iM�,r� Al i- 23216 114th way 2.3217 115th ave e®2_A se®1®C_F t , t �,��i ;�Gr�r➢ I �i y''.n���n v/;'�r;�il�,f ��f�I ri�'��'�r NL'p� IIn„ i M e� 23218 115th ave 23220 113th place , e 2 A ,s e 2 A e �dm II� l r , io r � r� i✓y F�1l�r i� l!�� ��"r!�i�, �� � �/i°°vu/���'iM��Y"'/�y��� � r i9%;� r n I ,z° o 23221 113th place 23223 114th way dse®1_A se-2— ------------- F, �F !d Ft e 1 r ��III r ille I"i I 23225 114th place 2322. 9 114th place s 1 D se 2 E :.�— >��1�, i/✓ r�� �{ �r 4 a o� y FROM o IT VY i d u f' {, r i 1 a� IlU�U1��' 23231 114th way 23232 114th place S 2 E F Se 2 A �F o 1 e 4; rl' N 7 l� 2.3234 114th. way 23237 114th place e 1 A se 1 E F" jump/r Sri !�` �,n w�l; //l r �' ✓ � oii� rlr,��%r�;7lm`r,N �,�,. ������u(f/i ro�/%���i/✓ /% r s /r�l/r%r/i��ir�/r�//f/// % /rr/// ` �i 9i r r Sri /� r� ///i/r �// i%f ✓ff/�r / ✓ r,,,;,, r � o r,, i u 23238 114th place 23239 114th way se-1-A s E r O G i; firr�/d , rp�� ; r l/ ��/rr 16 /r �✓i71 m� ➢ � r r , ; 1dJ. � /,�%��I,r1llV rcr ti✓//�r h�/la��h�r% , m rrl�, 23241 114th place 23242 114th place se 2 F se 1 B b 1 4 r Y yyryry f >14; N Xb� 1JJd.. MYf.,. Ul i 23244 114th way 23245 114th place s 2 B se 2 F" ✓��� ` �� Ili �pl r A �I(0^ 6iuu'uu muuuu i�C � �'�d � l i uullllllll i i ra i +t r ti� 23246 114th place 23302 114th place se 1 A se 2 B IL 1 z r J / � � r„ �n ✓ w � T�a� rV,Y /r a oy r ; s , / - r r N� rN'4''f✓✓i1/r/'y'✓ ! ,�l er r ✓�irr �,'�Ir r///i!/� , ;;�^'"' %//:; �. J ✓� ,ur Gi<r„/rr r i��iir hµ,M ;..M j /�f ri, 1, / „ � //���i✓��i r✓���r l�����J� �����Il��/,.r.�% i �Y /////� �,� r � 4 �/���'r,,w� /! fi y//�✓)�//� /1%/�/. '�i'lIA'i����/,r��'. Ir r J "'Y�r/r//✓// '" r'�, // �, ,,,,.�P,/n�,✓ 71"� % �w/"�',, „,r, ,,, „ii'T,�1'"` �l/�9i%/ ���i� '/ r�/r/ %i i/ri �';'""�D/rj /� " � ,xOfyr✓Jl Ink Ir'ti /rr' � Y , n"frt r "%�A✓f ry �r/d��N'r����rt�/��1��� ri �/>(�// '" �,�Cn" r! ��J��� / !? 'Nj' f � "`� "if ✓I%j j�/rNj//rn A %���� � � �iiir!/;/�/Ii�°l���! n�(/�1 rri� rii r:; M/ �'"i�'" m""" ,w««'�r r r<1 � ✓ / N'�'/ r ,�,ii/ r�///j��i/���������� ��r. �k, wyrs✓�P,N lY �r r r, � �r� /r ��� aj/,, r „ ✓ ri ,�� /r r r !i ri,/i�/1 w x � � J✓ ///mi, ril�, ,.,� / �+.����✓° I ✓; , /��r r �/�/ //i ,� s s �„' � r��wl�9�'��f%�rl�(i° err %��r Pllr r%�7"Yrlr� i/s.;. fl/ �dl � i N b'"r � a v V�bd ry1/n � r fi' r � i ✓/�tr� ri � � /a G���L�„r !r ✓p / al p//i /r1a!// rDj 1r a✓ +/s r r t Yan r a f, Jf r / rr o(r i r t � l°N,w ✓'� ✓NurJV° '� i nh/�4� 4 N,h�'rN�� 6 r r l,'r �MFF / /1 P% ✓N1 +. k �� "tln!v r ! Ilj9 ��� I�I������.I�il `rvrG���N�1 u 1 / � ✓a��r"'ui �� j���li ; r o/ s "'r'. ✓ v p„N �✓✓ d a„N"e�' �I ��. i' F �t�nr�1�° ✓ r/ rw� wr^� f i I j�i I r ""//� o✓I �i,'if� i a u" oa*Nr /m y"ra l r 4✓ a ✓ "�y✓r y✓la✓wydll air /'y�"fi"��: ,�'a I ', r 23303 114th place 23305 115th place se_2_D_F se_2_A �����������r � '°uiuigllllllllllllllll r r Yl ! rr' rf✓r / I rr✓ �/r��N/��ir�i /r%�i�i%/�jfYi r si ✓ a Y� ��' r�"IIAu" ��'�r``. +�Aui i r, 23306 115th place 23309 115th place se 2 A se 2 B F 70 h r rr-:r r 1, f � Y FiN NOW OWN, a 23311 116th acre 23315 115th place se_2—A s F f Tory i lair/ 1 l iii 'ripr i/ orii/r r i ri ma r� M i I i v r 23316 1.15th place 23319 116th acre se 2 A F se 2 F e inn rl I i i J Ri I i r 4, i I I 23320 117th ave 23321 115th place se 2 A se 2 A F I Y m �i a a, r rn`.1xPsal � 4 4 d,Y�MM'"ri 1�M10 pl u w o '., / ��.�����,�''�r�����%'��//�il�'r��i�n�/,o?�'�'�✓,v;'�`��k/l!I,>'6�������7 rrk�'�'�7 `„ ' a � l'�/7/fi�a���ir�rr���I��II i �. ��,�Flr i� I / "✓i %r�/ 91 �i l!� 'ii j'. I 3' �r � w lo.,�. "� - /��✓����/f`�"r����r�/�/�/�I�f,J/%'.,�� !i���11�1//l ilr����/'IVrF�i/,�'.. /�ri��i��/' ;„ . n �', '/4 1✓�t�/4�/�i�9r�`?�"/%9 r%i �y.x/n�qr r /y� l��i i ,�/,i� D� 23324 115th place 23326 117th ave se 2 A F se 2 A r4. n� n� lVl i u 23327 115th place s 2 A. I � t, u r r ,r P i it n w 23329 117th ave 23330 115t h place se-2-A se 2 A N, 6 i� r �F I I, 3333 115th place 3330 117 eve se 1 .7 se A F u AMIR l' r"°i wM gr, r r F R e I IY r N �r r r e �r� �D 1 i i place se 2 D se 2 A. D i i I 1 ram, f r � l� Ir a T/✓ 1 a r ifu I r risk �'.. ,q t `°��r ��r` ,�;''�n r'�' :r r �,' 7 r/ [ ✓ i rn r�✓/�rql �rrYe-'h✓'� a,�jrEN/ Ij�r���I'w����r�^ /l J`r i'�i%✓l/lJrm/ ✓,f l�'�J�l or�rpG%✓�rl,y���� 77r"��*'"�✓�v� fyryc �Vo%��/�✓r^JI' milli��/'���r�✓/�,�I'�r����r4jIWJ����rt�Wh �r�l��rlL�r� ✓ 1�/ � / �y GV f�` �;G" �7l4 �/i �� fir✓ k o � , �"a1/✓/iYs�r//kv's�� /r����� �"fir/r�r�„r����� /���r� i; �a�/�? !�'�1/���'h'1�,3��✓,Y ���'�� a r/r��r�/m°���� it� / r n� �,���� I ✓ r r J / �' / / ,.�^G�i��j�J�re`�^',�'r�s �y`���" �°(f'ry y'a��d�✓r ler i,r r/��.�f:+r"���/�a�¢ r r�r,�" i i"tir(/f ✓ // r Y e ��r �� r�rl�,ll/�.!��✓✓1r���`t�hd�' ,�, r xT � d� ✓ � 1" �w�uti" �� o !�'vr ✓ � �` �r.A..,;ref"�'ir�iN/rf4�� �/�'�i�r/�W:,✓j�/.,/� �,2'irN"�p��..c�'�J��^"�rF tl"✓v�d����I��i, 23337 115th place 23340 115th place se_2_C se_2®C_F � r y y i "1' r 4 � l/i///r�r✓%/r"//0/✓ n7��� � �. r i'i� � ui i i " � �u�l 23341 115th place 2.3401 116th ave se 2 E se 2 D I 7 � �Nr r � r �'� �`�` �, �� `�d i'hl� �� v a�ru«~<� /mi�'�y�r i�rr�m�rk„�y6�i7u'rltia����,>dfN,�����i�� ��rrYy� ✓1;6;��%'r�r�, �P��� �d: Mar " ' 'r�Tari �iW�� �rS„��`'�,' ( �1,3 ✓ /fsfr+� I rrar� ✓r l t rka°;�' rv� " 4�1 � +, � ri'� , J�lr q a!✓r� � f l��w al li �'��` '��,�'a`� Ir , ff � f arF✓^ kr J �aG ,� q,� �,;, aa✓�77 i ,r. lT 5!�'�a��a�"�/, a" 1��� ,r��r r �1 a i1 �i�' � h� z� � � r1�Jr � r F r��1��.., /✓� i�d,J)�, lG)���l�Uia��,'17 f����11+Y,7,✓1�ti� �Y'd�l'V����`rs i� e`'ry� ✓�p�l � i b� � I��J���� �'%��r,9 f�N°�,✓ ���,�'It'..ii� 4�r r'r�r iori�j��,��,i;���%,�l�"� y " ti� f r � ,7, e P�.^` mrr<r�,' 1 +w 4YQ✓G�r'rN"� ��� ���+r/�l Y� � 23406 (i9" 117th 7y 1 F,% ' ' �h'' � ✓Ay7�1�ti-•afi� r�,�� .011 ,11��y���� ��(,�ii,.� s 2 A F 23410 117th pl s 2 A ' y ,� 1" L•r ul I r h� /, ✓ ,i � n�rim �1 a I i �n;<I� l rC1,rYy uy'r r r lip Rz "I ✓� 7 rc` 3417 117th place 2341 117th pl se--A se 2 B F i I y 0 i 23420 117th pl s 2 A 23426 117th pl se A 1 I o / 23427 117th ave 23428 117th ave s 2 E s 2 A J k r V0 `II 23433 117th ave 23435 117th ave se 2 E se——A 23505 117th acre 23502 117th pl se 2—A se 2_A it r;71'��° ����N�a ��M�,��it�%i � ✓ BHA p,- ; r�%6r4S/✓�?a% dy / /r/ r i'� � ill I 1 r i m hq J lIg 235018 117th ave 23506 11th pl s 2 E s 2 B r � y � � I i r r, ea � r *fib a 3511 11 th ave 23510 117th pl s 2 E se 2 g\i ° . d .2/512 ƒ ƒ/th ave S e 2 SUPPLEMENTAL INFORMATION (METER PHOTOS - M I DDLE ZONE) 640 Pressure Zone PRV North/Bond A - 7 December 14, 2017 Project Number: W20055 rff- r r, l I � J r, I In 10646 Si x 36T"H ST--A 10804 SE 236TH ST 2 E I M1M M F �j� df � ✓' �M N' r r � � r r � r a� 10810 SE 236TH ST 2 A 10811 SE 236th ST 1 A / a, I "�'YI rG��°✓t i �� �P � / /l� q 'iw.✓ h „w' r.� ✓r r l° ���7a l w ro� 01 10011 SE 239TH PL 10811 SE 239TH PLI 3LDC 1E (Mosaic Hills HL- DC 1C (Mosaic Hills Apts ) _1 _..LA pts ) _1_L_C mar All x, �' j7T7NJlJJJ9r////� �rr 1u�,1/ r �k� Jii�/�� /�� �N��' tr�J,rl ����n M�N'�%�j�y/�,✓jkr � ��// ✓,��, /�rJi fin,� � °"r � r "v�' i���rr�u��r r !I I� I�w �,��,`/ � d� � id�(v„�,� f ��f/ ( � �����,�'�d��r' �f� ✓//fir I P N 10811 SE 239TH FL 10811 SE 239TH PL BLDG 1 (Mosaic Hills HLDC 1E (Mosaic Hills Apts ) 1 L A Apts ) —1 L A CO '.. > C r f r Psa n� Ui F 0 �r W 0 10811 SF 239TH PL BLDG 1F (Mosaic Hills Apts ) _ILA m FTF y I / arm 3 rml Nr, i i / 1 1 Rwi 10811 SF 239TH PL 10,811 SE 239th PL, BLDG 1H (Mosaic Halls BLDG 1J (Mosaic Hills Apts ) lLA Apts ) —1L—A a. 10811 SE 239th PL 10811 SE 289TH PL BLDG 1 (Mosaic Hills BLDG 1M (Mosaic Hills Apts ) 2 L A pts ) 1 L A F I` i N7 a 10811 SE 289th PL 10811 SE 239TH PL BLDG 1N (Mosaic. Hills. BLDG 1P East (Mosaic Apts ) 1 L C Hills Apts ) 2 L A fir, ry f I"� u/�r P � I 10811 SE 239th PL 10811 SE 239TH PL LDG 1P West (Mosaic Pool (Mosaic Hills Hills Apts ) l—L A Apts ) 1 L E r a , j� a � 4�u"ll,alll �rf�l/r �i,i/��' f I � I ri!u�'f, rr`t✓t��l�fr������'�/ifi/� � r"{�� 9 %� ✓ r 7 �i%r%�� �,f� �f�i � ", r "r �.?�,p ���� ufi �4 a Pa y�,�"1 i Y✓i fr r%hyi,cl ����p�/�� r �r +;v1l�i �' ilr`"Ir dr�'f� 'y% i " �rP,u� ,, �. r� V ;„a�. i� ;. "u p � r�r;�/1�"�"f�"/�x�J� l��rl"' l,I � di. � A,Y lei�� � 1�/�l�'�i y A ii,' •y i T r.,¢"^'r �„�..�„ y��i. r1 fif✓/�i�o,,,f���s��/�l��m���ut� rbj n" y�� l +���fl'� �;GJI i"i�k��� �I��i��`h� r j I I 10818 SE 236TH ST 2 A 10819 SE 236th ST 2 B 3 0N4 t i I �o i r f 1 i a�r u ti f 11 it Y � Y f V � I I � I f 10825 p �p.'�y(�.2 r. �7f�—.� 2 3 6TH ''..Im.'' B. r V; ljjjj 6� r k� II i Y 10840 SE 235TH ST 2 E 10904 SE 235TH ST E r 1 r O yr lYP� I I y f fiy u � �/l�u r w /�� o!� �i �i 1 �!Y'°rflr�//�r �irr ✓r� i i�w�" �s �Intir� wly I v �?�arty Mr Y +� r�l4� ��0✓4b� k/�o it �Y�(. 10904 SE 236TH T 2 A 10909 SE 236TH ST 2 A r f 4 rr r °I 10912 SE 235TH ST 2 A 10912 SE 236TH T 2 B kit g; ILr � y 4 �� �r r ym�,i✓�u 6� r,n �r /d ( u V� ,ml tlmNN lvwvidP�f ^ , , Ewa ��" h��"✓" �:� �V /�� �i i i rf r � ; � f i r v 10915 SE 235TH ST 2 E . 10915 SE 236TE ST 2 A CD C� Nj CD ct ct 11018 SE 244th ST 2 A CD W C�J I .tS i w C:) C) (t ct � � IIIIIIIIIIIIIIIII Y ', ff14 rt (t ✓; bd { I n I I f r' e� CD I N) 4'j CD CD �1, rt r-t Tell II I" 'lii it a r I I I , ql �� / 0 { M / f I a 0 N) W W cn CIl C) r r i (D ,m CD ct rt I ��irot�pa �Ntl i h 'ui r.tw w `�yy 0 it ro 11030 SF 244th S"T' 2 G � 7r, 011 LA 11031 SE 244TH ST 1 A. 11043 SE 244th ST 2 A JJ „� ry�rr r^`✓� r1°� I !l✓ r✓( / `vl� rt�p/ "QNo � � >3 �� 9v�a MR,, rr i 11108 SE 244th T 2 E 11119 SE 244th T 1 B � i� /�� ,li�i�i ���� IXJrf/1 x���@' /�arlgJ/��yir�lh` a+f!l�r��i� II � ✓��i�j///�%/��i�//� tI'*u I u �f yY rr f 1 � I � A � rl �V m o i x r �riH w n 10 11205 SE 240th PL 2 B 11208 SE 240th P: 1 A. J. A I I li � QQ 11211 SE 240th PL 2 A 11212 SE 240th PL 2 A �Nlfpy�iWlVl�}�pSAkG� � ,. V ,y a r e 1� i 11216 SE 240th PL, 2 C F 11220 E 2 4 0th PL 2 E u a �Il �� Y�l����y�) tl �l P 7fly y �� 'y'✓' �'��y� �Js r,,, � 1� Or ,r.�'r'vrr/r��µ19��f v+1uu11� Hi; �Lql�N'�p/.� Pq y.il�✓LM�,XJ" Nl ���d�i`D� l�'��'I,�Y, ��� �f� � „s ✓i� � r rt n l r, Y �y k '. 1 I i t !� /l �� � „,„� tl r u�'"4n ��� �dW�� J 'i; r,� ' �,"�. �! ✓..r�� �i V��,/plll i a �� � @�� Yr N i �©�� �0!1�a� 1/ ��ry�„ i�� �" al V f q � I f ��,�i '✓ ���''��1� � � l� �7�,, '� r r �! �� !✓9 6,�',�r � �i' ti J )V ('; ��� lo��/l�f/ jr ir�� y "MI���" 11221 SE 247th PL 2 A 11222 SE 240th PLC 2 E i 11 1. i 11227 S,E 240th PL 2 E y 1.1226 SE 240th PTA E .a !w � F w r�r r r � " 4 rxJ $ x���'� ✓'� , � NF"�;t�ri '�"�F,4���� w°ni 1 ,� v��= ` i ,r ��a v a 1�,���r���� 31,�r'""'�'����y' ��gw�rfyyrrf"wA'�rrr�'� ��ry�I�,,i F�+.>✓�l„ / ��' ';"� i � .. s '77�,�r�!',v �Hr'd+,!�'�Rra�&"��"�.i",/r�lTHi r✓j� ����'rik� '���Yri'��lr��v �vNi�,i����r����"����'�yy��A�`.'�dr���V ;i�N/ w ('.. , r ✓; ,,,� � l���,�� , �d��f l"�i1G .�.�� w�/s�r���I(wr%iy'<�i��"✓'�/�+lr�i`%�Ir�";�b� i",1l�%�'N��n ��'ry llvr�"1 y"'� ✓.r, �, � , n � � J� �^� �,,.�,/�.w i�/r�u"��r Y �7✓iNf /��rr K ,yy�l�i r l I Y�l �� 1�`5��/��1� ��""��f�p � ORT 23504 109TH AVE 23514 109TH AVE SE 2 C SE 2 k J r / 14 ri d r 1 r�rr�f✓r I b l rr� f��� a,rl� A, �„ - � (� °(� /,�i/rr�r,�' 1.�,. ��.. i rt,yf//1'� � i a [� � h r/fiJ����,�W g���✓f��y�^��s,�r� �i r (1 �.»,r �%�"/uw 'r " .��" I f %�✓lr!/G�PR U r l%f ✓rf�Jb r a /r��1��f w r� ,� a y;9; ��^'��w' � a�v���a� r r�,� r���F r k ✓ dr i d � + r � r i V l 23515 109TH AVE 23523 109TH AVEµ E 2 E SE 2 A. ill �f u r�✓i ��r i � rc �l�ri>li r ✓d y hlr, 23601 112TH Ave SE 23601 112TH Ave SE BLDG Bs & Bb (Valley BLDG Da & Lib (Valley High Condos ) 2 L, A High Condos ) 1L B E m, z i r ,s 23604 108TH AVE 23810 112TH AVE E 1 B SE 2 A I( r� r W a � i i% i pp`fii/r/je 23913 111TH PL SE 23913 111th PL SE BLDG A-2-A BLLG B 1 A Jl�t�'fi'v yy ' Y� 1l /21ME 2 913 111 t h PL ISE BLDG N 1 E � lip , FOG✓ i'i/�'r/� �ii ar l/, /����,���'/i,p� �/%"�i ' '° ���'"llfjl D�'Iw/)✓���/�/�1i ' f1 r'.1 "'Y% �Cf'/r r 23913 111TH PL SE 23913 111TH PL SE BLG fl 1 A OFFICE 2 A I t� I tl iu I I� � � �, ✓✓ r �� ail I � I i I i I i 239,21 112TH AVE SE 2 B F 24007 113th PL SE 2 B Pr�teclYnsr,� °„; F a:.Frar� .✓/� b r� ull V ✓i✓t y✓P✓1/fir�,�al✓�M��✓1 I"viG�!�1��"�i�ll�'��i'� � � d' .o i m r , I Nre�r �rr � ✓f r�,r�r°�✓r j r� �f✓/✓✓ /���✓" � f�1/I G✓�(r �✓A W hi NP /)�ImL F�;�I �✓�� V a nr�4r�ti riu�k✓y f�✓a��V��J�� 6A ✓^�Y�Yi � ��'yi�✓pie'�A���✓�j��✓i 4✓p, �1� I✓ /✓y��y✓�)J��' � lG✓✓V y /y ��.- ���y✓ni y r'✓� 4� ✓%f*�I %' �.:r t //'� l/ �' �rl' J �a�✓ �w�✓�&✓�✓y�F ��rn�/F ✓67/� �'�d�Y ✓i;,,� �/l�'�� �✓,� �✓�✓�"r✓}!l✓y&��r�1�W��;�%/ !�r✓/✓l�/✓✓����✓li�a,�Y✓ri/y��„ y��� ��.' ✓ Vi i/9lrfr✓l✓k WH�2d w✓nl y1{iW1�V��r �" ,,' ry r�� �r�!!rvr r �yr✓i✓�N/b�/i✓l 1✓e .e �✓,J PIS, ,,,�1 I '✓I:� R✓ It� �,�/.Y ���,�° � U���a � r✓ti ,;, � �� Jf�,!.o✓ ,f N a,� �rfr :7 ✓r V � rd' ✓� ✓y ✓' ✓'71�Jr lfi/ t '�( � � ✓✓�✓F y✓1��,,r �✓� ��' i r ✓� i r ✓ r � % x;�'`fil� �� 9 �e�� ✓ A'�� a'i r 1 l �� ,� ✓✓l�✓h m�Wd!�'�° � f ,,f r ✓.,P d ✓ s r ✓I 6 N �1/✓i✓�u%v r V<P x✓ .d ���l"✓ X m W y, ✓i /� aY r rr�, I' � W ✓, „„���/� ��✓� '���"11r�7r H�✓✓lk�✓�h���i 7�✓✓✓✓rA�ki� �� LG 1 �`i.�i � � 9,� � ,✓ 1 " ✓�Y d'H1;�faw��✓2✓�;�;���95 r�R l��✓,N"J7��dY�r�A/✓'�Alt�(1"��,�✓ � � r� i 1 �4d,i �� - r- l ✓ F✓ ✓ �� � r' � ri.. yiF✓✓G� �nig i��✓�✓"�✓Y'' Ipl✓�ir',yl�l�✓ � � �i v4"�' i ,,;� ,,.F � �"✓ �✓/ �r ✓ r ,, �l'f�,�����a��Y��fs�I✓ r�"lt� '"r��"���arvl��rr%a �� d� �; 9 � p a ' � y r ✓ � � � " " < a�/ � 4�, 7rr��A�✓�g,���)Jjel�,0%'"g'y� df '��✓�v'�w9� �� �h�(f ,�,� II y, ✓ w ✓� �r ✓ / r w f M °�l�r �✓ � �l l XJ✓,�il�^����q���w"���r�✓�✓�✓���`✓ . ��/ti' �ir y sn���1 r,rl �I,, �`✓ � 'TM �, ✓ 7��d���"C tw ✓ I *�v� !rt, I ✓ � /r✓t �7` �, ri✓�r",M✓�/,� �✓ 7✓ ' � r � 1 ;x 1. i � P � Ji✓1� i f7���I��!�jG'�37�'i�1 �r�i�n�"�1'��(p u I ���ifl i�"�✓ ✓xi"�7 I'� r �ry fb�ud � r d�;,1 ✓� �^�"" lr p�, {y I r� au""i���J�✓ �✓"�7�"� "w�'��`��e�� � f� GI I Y� ,,� & ti, r�„ s��i�';� �aiy✓,l%��a � ✓u a' '� i✓���� �� u� a�,,✓�✓ ✓�t ru�q�`✓�{ i✓r b� ��ry ti✓r� �r i �r y,� N d N ,,'/,2Y"'"' '✓'✓ dli o?, � £,✓ ��,..r�,f;l«�!°✓r Y ✓;, t�ti 1 m `f } 24009 113th PL SE 2 B 2401.7 113th PL SE 2 C M aN N �u N P f "�/ 'U�� U r t Rill 24022 11 3 t h PL 24019 113th PL SE--A SE A ' l (? ( N 24028 110TH PL SE 24023 113th PL SE 2 B BLDG A 1 L B �r I r r� �f- F 24028 110TH PL SE � 24028 110TH PL .SE BLDG B 1 L B BLDG C 1 L C 'o i r � , lY, r // 24028 110TH PL SE 24028 110TH PL SE B LDG D 2 L E B LDG E 1 L B f r IA lY �� i r � !/d�i'lilJil�io �1 ✓s"s� �� � � ��ur il�r,wn^ie�^aa�! �w��i 9 y„�+ " � a r r a ta bl�' �" o� r lb✓` � �� tl ry CD co i 24028 110TH PL SE BLD F 1 L C y, I i i r� u � �' !�% �� �'�/�'�✓r1" ro��i�j 'Jf� � i r„, lei i r� � i���f"����i�l� far �(1 // A�,r�y`. A,�✓MJ'�yp� Y,�V����� b�'�./��� �,���k'�u�r ii ��Mrv�''�//�a/���?� i i yl. J i �`4 ti' �iy � �V r n� dr t �r ti l ✓ � fi o � • wive f i' f('��'�i^i�/T�pr pP J� "�s )✓" iY (�"�`i/j �j Y'�11 �,��✓ njio-1 1 � �� wl o �pr���'�irr✓�y�; q / Yii� /�+r �I�M �y�". �m� �a N 9 r�, �'��r��`i��� � " f�,(a)���1A �✓/��y(fr/��tiyi/l r✓g��/,r/o rjv��1�'� �/ea�iti,r ��F�'��� �� J�✓"yP'rk rJ i ��Ni l/ �r r D r i r� 4i i'�ii�jtrir�il i R �rm471 d �tr� �ir i`?'�' ff 7� �t�Jed � �7�i^Y t kr� �2� �f✓��'s�+�">kr s d v���i ��l��,�� �, rw�w` �"I�i�a� 1�(r,�y��G�r�l¢ rfH�r +di�hd rev✓ � {I li; brrf f; 4f17 ° f"�'/l v✓ w ; r rou.2r"n ' dl 24028 11OTH PL SE 24028 110TH PL SE BLDG H L C BLD 2 L A 1r rl, NNE q ��1 r/,�l�//✓i/����������Y/�i�ll��rF�����;drvN,��� U l l ✓ n✓ �'/l rr r!v it�l r/�/�%/P iiD�d/r�Nlt"/Ni✓ h6'9 ��i�..%� J n t� I I Y j 5 M r� r, 1. rN r r< 24028 110TH PL SE 24028 110TH PL SE BLBG 2 L C BLBG L 1 L C f/l��f��✓�f�/,�l,r fF �, N�r� r��1A�+ar��,r, r��.,,���NW�Ga'C�i,<rr��i,i�,r Boa �fk/1N% i�¢' ,tiv�N n4w<✓,�„Fr�w� l �r r r r ter, h r � /fig, w n�.+a-�fiMi ^� r y �i/� 'Nl+/ 1✓ 11A� y lFr Fai � �.. '✓tik �Y'fi�ui�G �. w�N'N r� �>">^ a r// �°^ir��l r'�,ry� A r 9�rD i��u✓���/ir Nf��r r ¢ N r 24028 110TH PL SE 24028 110TH PL SE BLDG 1 L D BLDGG N 1 L B HS qd HIOTT 8ZO�Z HIS qd HIOZT 8ZO Z �b / f r b P � aXk fr �J �F r CL f �Y / r � i I Jy t+oc r I �f I I 5 1 III I i P° r / M �I p / r HS qd PIOTT 8ZO Z IRS qd HIOTT BZO � !III I / I / / l rho r r� w"'.:�'/rrtr , }P f J M Wu #PN �na I f s i 24028 110TH PL �SE 24030 112th PL Office 1 L A SE 2 B F k Ati�I V� u ° Y B a r 24104 112 th Ave 24101 113th PL SE 2JA SE 2 A I H P i k� ! n I i � i Ir, i a H 24104 113th PL SE 2 B 24107 113th PL S E N 24108 112,�th Ave � n S 2 A 24110 113th PL SF 2 B II �✓r Ilea i+ H�� xA ui�� o(^Y/%Itiy aaf�i/✓ �// }a � r i , i ,'� Wya,^W^y�� slaWrJ ^a�➢t� ra Pp W i a SAf � IY� r ��j IY /�d tl�'�✓f6�q ��r���:1e. � � / o J in ', �„�„e^.��. w'�� '7r/1a�✓�1��,a4W�ad^1:.,�'vi�.n i�W'il»:��ti� �m„�,a�u �.�r ,,^a r', 24111 113th PL SE E 24113 114th PL SE E l r� u l �, of Y. i W 24114 113th PL SE 2 A. 24117 114th PL SE 2 E i i J. kr ,H G��lr/�'.r '✓�'r ri r rl�g,��1��p jl/r//��1�f,�a f r 'P,,.,����i/%r� 1 r i, . �,r,,v a.. u� fr Lr ,r6.�' 'i, � 0 Y 1, ✓� v f / � r m I� 1 ;'I 1 r f '/ � ✓ e �' �J� � r� P r 24121 114th PL o E 2E 24125 ` 114th PL E 2 �' 1l/7�/7rji�/ ���%l/�ii/ �/r / a✓/rig r)��r%�'1i�/'�'f�,� �� " r % i /rp/ //,l�r�� r/ ri/rr r // 9l/iHn, ��/w'✓y������Oi/9///�/�!if�/'' zv�'.. // ;;r/ "r.!���'�1/Sir j� r�'%yj�"s��/�f>r%i�/�i�'%/��l%1���,%r/��✓i! 'id �/�� !i�/ �b ��%/!jr � r ✓%��i r r rr r/�i /fir/��I 24202 114th PL r W 24127 114th PL SE 2 E S , '' V 4i o h wr d 24205 111 Ave 24203 114th PL SE 2 A S 2 A F � w w , I j� ;,,0�� �/�i� iryr0//r�/s�wF��%��i�`���'�i/r�/✓S�j����f�`�l'�� 1� � ill ��i���j%ij/ ,/G;„„� /%//f/ ����%�%I�l��/f� i%/��/rl��/lye %il%/l � �",�"�✓/�/1 � /i r // /✓� //�����//J / /',� .IV ��� �I'✓r. ��/N'O�//,�IIIO/�llJll��/�'�t/Y�//��������N/ P I����f�f�%ra��i; '.,, %�/&�) ��r (/%I//����/�;��2 24208 114th PL SE 2 A F 24209 114th PL SE 2 A e , Y r / tl /i �✓ Gi/rDr��/li r �lrr�l�/' f/ f uk ✓ ,r ro / r r � ✓1/i r�r��y r /�i/ l�n� �� � rm��"rl,�ir/r��i/ %i ! / /�r �✓/ r�rl r/i' li a�✓ f r ✓�i.rr!rl��j✓ r/�J��/l�j�i�/��Ali 9"nr9u ..�wf✓�il°y�//�r�u���/��r 1.���J r�:r � k/ r r rr r� %/I/r/ / r✓l di 1/�/a l i 7� �� � i/r fi^�r r /rli� /r r/��/ii //,�loi r/r � r// r✓/l/iJlli✓�J a � rfl� �i✓�/ f r��lr! r /�F✓i/j�!f%/I%%���1%��1�/�/ii�T���l��r����� ���p��/������D' li�r�/iir�/J/ G✓/Of%r ��� if �l/r%%/��/i J��/ 1�1 i��/I / � �( f r/ r/i�riv�/"/N>%r'���Ir ���✓� �✓�r r���r��%i!r rd i � ������i" f � �/r�r�lldi/� /��//����//l�r��/�r�/r��'�//'�'/,dl�`� �� I%✓�'Fr�/�li i r%f i;i %//i jrr%/// ?r i ✓ r dr" �i®r E 2 A 24212 114th PL SE 2 A ,w `l T 24215 112th Ave 24215 111 Ave SE 2 E E 2 E I ' ro �1 y r ��r�ill��� ��A/j /���✓��� //'�'�ii/ � ! d o it i( i✓!/i'�i�!�,/����%%i/�i�l��il ��;�%Ji ��➢�a�'�Jr'� �i;���� �1 ////i;wy ^� +-� Ave �24216 1 1 2 t h Av e �i`�����,�4��,;:..�1�/,n%'✓,i�li�h!(l'/if���,,,� ��l��i�e,�.!��iFll!✓r�%did;!%r�.,� , 24215 114th PL SE 2 A SE--A w u 24217 112th Ave SE 2 A 24218 111 Ave S 2 A f �N{I f 96r yi�� 5, R e. 9N' 1, fury,, ' r i ii n 24218 114th PL S A 24219 114th PL SE 2 A i 24220 112th Ave 24221 112th Ave SE2 A SE®2_C r k i�yrii %%/✓%/ir//iiai��r�i % ���//i� rid �//p% lr�/ ��°�% � / R, 24222 114th PL SE--A 24225 111 Ave SE 2 A. 5 d �nw r Z146r % ✓%% /�it , ✓�,J �/y �L% //� �y w/24229 112th Aver / n SE C 24230 114th SE 2 A v r / ru r /;ice 1/t r uY r I r v / f r s r%r - f,/ r/„r I,iy/l,fU%�Jril�/�� /n��01/.� /✓/,�� i,'u'��'/�/ „����1 rll/���„�i. t � „f' i (1¢r�,, G� �^Dr, u�r�l�d��,. �G�k�,;,-,�r1:c✓a ,,iii,. !,,,,o��✓f/%�/��N.r�i,�+/J/r/i�T�i„��if�h% ,��1M,� ��; Al 24230 115th PL 24301 112th Ave SE 2 A F : 2 A ,1 J�pI�AV,,,, Y�-,'I,u l� '"�'��rr" �1'f�����%;��%✓"'��I( f''',✓ f nn'r i 1 rr ,r/ 24.302 114th PL 24302 111 Ave SE 2 A E 2 A F rr I 'Wlf�o�u 24306 112th Ave 24303 111 Ave SE-1—A, SE 2 A I v I � P � / h r 24307 112th Ave 24306 115th FL SE 2 A SE 2 E , a�r rlri/ / / ///i// r� ✓ r r✓ rr rl�r r I ( � it Ati�r����Vl✓/�l�%/s� ��/R����r�lf✓�n"l/�r�!b�r� ly/Pr ���r � ��"iir /�� /✓ y���� �!�/W��d� r���v�a r� ��rr�'jy�rJ ryr�1 r� I! rl��r �t�f�?��t '�✓/�f"/r�r p a/yi �;� IS/f U�l ! mY ✓ ri 1 �rAf � v � i�A� � r 'A2*,� ��llk��lir`"b) 8���, � GA���1 w�� 24311 112th Ave 24311 114th PL E 2 A F E 2 A F Bf I r r�i/�r, ,r>I 's��y�'r'��r�f r l�r r�%/ ✓//�/�i %��%r'�A r�y �a ri,,, �� ,)�jn�; / //�..i,�%l A'�/lrD,�rl//ift/r;�,,.//r�l�%i.r✓%�///�`�, G� ,.. ^ ,`, a/A,i sr� ;�,a r,"��) �r,j''�'rfr"'9�fe/����A���r�il/f 1�����f�1�;✓���r�� ` r �// / r , 24313 114th PL E 2 A 24314 114th PL SE 2 A gill 1 i iii!ll! 1 111 24353 Ill Ave SE-2—A SUPPLEMENTAL INFORMATION (METER PHOTOS - SOUTHWEST ZONE) 640 Pressure Zone PRV North/Bond A - 8 December 14, 2017 Project Number: W20055 /I/'i,�,. �Y„0..%r, /�;�I /% r r ;p ',y7i r g �.l�r �r.,ll�lr 4✓ d r !�;+u�eaflY r'n,^�n.'n i ri? //r �'n/" A/r1^, nl ;l,,:;/J /;��„� °,✓,� �G'!l': / J/=,,,. '1��/, /,r r r�„ s. ;. //ff� /i 1�9 o,,,,,,,. i r p; fr /�/�7�i/ / ,;,, //,<�� %//r!;�/!f? r`� 1 r���. / � �„ I' �// /r�f��✓/ % ,P�� G I�,J r r /rl� 1/f r'�� r/ r ��f ��'�� '%� � r r' % / ��. � % r;-, x" r / P�'d � � i � a i!j/r 1// l�� l//i� ✓i/ rr/� //rl ,r � { /rr/% r r�./ �1✓✓ %��/% �i�� l ( � /��� 7' � J � �� r� .. f, r rr r/����� �'/ .l rr /� It�t�.r�✓�l �,i /���/ 'r � r, �,: �%rl���," � ��/�i/ ���lr l�,:'Y, � I�� rjr. ir/r'..dii ✓�/'r //l Y%j �r n �llll r�f �� r!�/ � a r 1i rill I � Y Y ) ir, J w a r � 5 I � 11007 SE 248th ST 2 B 11009 SE 248th ST 2 B 4 r 1l�i rr, o rd x� I�j � r r�rirr U r' r fir✓ ,�rpi/� � I rl�/ ���rU�/lr � I u. �Skr1r1/rr/ir�/ ,I +» ry %r u 11108 SE 251ST PL 11010 SE 248th ST 2 E BLBG 10 1 L G k-Y C:7'�, co ri CTI Ft u � r 11108 SE 251ST PL ' BLDG 12-2L_A 11108 SE 251ST PL 11120 SE 251ST CT BLD'G 14 2 L A BLD'G 1 S 1 L A F r�r I fil 11120 SE 251st CT 11126 SE 256th ST BLDG 15 2 Z B BLDG A 2 L A F" 4 �" iiq!II ?c �Ir rr 1 N/ f 4 i dx P F II 11126 SE 256th ST 11126 SE 256th ST BLDG B I L E BLDG 2 L A �r n } �t / p! 11t:Wau 11126 SE 256th ST 11126 SE 256th ST BLDG D 2 L A BLDG E 2 L E i /j i r i e' .A IF14r��r w°Yfif l i i l r wx �I 11126 SE 256th ST 11126 SE 256th ST BLDG F 2 L E BLDG GA 1 L A F II�I Ihl Py rr u k II.7N d 11126 SE 256th ST 24827 112TH AVE SE BLBG GB L A BLBG 19 2 L A co Ili 00 c-I r 1 Ir�y/f Y_^J r� I , I, i O 24828 111TH AVE SE �i BLBG 6-1—L—A fr mr 1 l r l P { p 2428 111TH AVE SE 24828 111TH AVE SE BLDG 8 or 16 2 L A F BLDG 8 1 L, B 00 J\j, I J J 1 0� III v� N r Lam+ )qqu��„��n 0 7� m , i ig , 24828 111TH AVE SE BLDG 18 2 L A. 1/ co fi 1y ria o CD r} �� mr e a � tl fNr 'x' 24903 11'1 t h Ave SE BLDG 1 L ` � - r, In 24903 111th Ave SE BLDG 7-2—L—A SUPPLEMENTAL INFORMATION (METER PHOTOS - SOUTH ZONE) 640 Pressure Zone PRV North/Bond A - 9 December 14, 2017 Project Number: W20055 r s � i {^ F r! r 11404 SE 254TH P 2 A 11412 SE; 2'54TH PLw 2 A r//�;1���/�✓, � i/i�Sirs 1�� r i t r� 1 I 11415 SE 253RD 11414 SE 253RD PLC 2 A PL 2 A F r� /I ! � II 1 yr r 9 eL i 11418 SE 253RD PL 2 A 11418 SE 25 4TH P C n . MIN o� J 1 rt �r 11419 SE 253RD PL A F" 11420 SF 253RD PL B u l4 r a � I� i rf i iy�, � iP�IIVI rr � IYi .I uuur �I i uuluu� r u Ili II�II ��� r r I 11421 SE 253RI PZ 2 A F 11422 SE 253RE PLC 2 A r y �r a i r �1 r 11424 SE 25'4`1'H PLC 1 C 11426 se 253rd pl 2 A 1 .an ,MEOW �. .... i / �r 11502 SE 254'TH FL_2_A 11508 SE 254°TH PL 2 A 4 r , 25225 114TH AVE, 11512 SE 254TH LPL 2 A SE 2 A I Ali �I 1' l � r .//�� � l f r 1. �✓��r I M f" ,1 Y - G�/lll//%/�r/.i����li/�ii�jil�/�%"/rri//i/r 25231 114TH AVE 25'302 114TH AVE, SE_2_A SE_2_A J d r uI Y �9 ' r I, , 'r! I PlG/)1//rj r :r r l rIr rr/aI u "� i ,/��/�/j���Nfl'�/�� frrll�>�"t%i�%��r���rir�lf�il/����/i���✓1�/%�j/lz� „ ,,. /� br 6i, riD 1�n�,ru�1/ �/r9r�/P�� 1 1/ r%/��� ✓�l ��ll///r/Y�,�,pla �����IGi/��r/I� �i /{l/l�r/- i��p%'Jy rf�r.✓r/ r�/�/i�ili 1 .rfr%/.,.rrY. 1/,r� <,/r/%lio /.f1u,��1 /f ✓ r`' r ff. 1//�� l�r/ /�,.% ��/ ��f ir„ l ,i ARI ralf' �r�fr� ,Y ✓� f 1, i,,,",,., ,;,,, ,.,a r:�, r r �/��,�� ,� � �/������ /�I�/ rr J�I/�/��✓7 r r%li r r.,r r / r,rr �'// �l If r��� f� f,,.r,. � ,. l r ,r,,,,,, // „/l✓/,JJ �l � i✓//r� ,..,,, / I�l�.�I, � r�..1// / �r �/ . �I/t, f �, ,� /,,,, r / .../i kl>!���GGr r„�,✓,r, � �r � ,f/� /..0 � �0 � /1�� r R ,� l� d �//i. r/ /0/lr r,���/J2✓Ji��(l;r, Ij„tY�,1 � � � �/�/,r l� � //�/ o >�f ,� l I �k Air, y, ✓s r4� l��/a!r<?/ rrrrA✓ror Ir)�l� 1/ii�r�////fd✓ rr��,� � �a���� �� �r�r��� /r� r ,,.r fYl� f, .✓� r k/y�l ,..r l f//✓f,.r o rr Ar�l� (/ � �f�✓/�,1 I � l� �', ���/� erg;r�� � el I r ✓��.!/"f f//r r ���r� rr/Y'!I�/r � i1i ��1� , 1/ (� 1 / � lr ; ,, � �� I���Pr%�5 /'i, °�r/Illni�r/r✓�"r ���/rl��' 6� I ,,�f �, � ' ��f J �II� ��r L r�!" �✓Jrp�l % ��� ���igy�iy//r�/fr��p I� o��, l P � Ir � ' /�; � r���%�; �. i; �r f f �,�lr✓ �Y,/f�"rr��"��iiir/l%✓/�r��/ri^y����iidly�Zrr"Pi/Y,/�i11, '. l�r l % i� 1 � i � P ' .f ��'. �Ya,��,C�. ,, / r�Pl�Ir o���✓✓�1� `J�Ali.dw,srv�t2��,rl�9Gr�i✓/rs�//r NI�Y �/ � Il� � � ��wl✓� Yi/r��ll'.l �,', LJl ,,. ,� 25306 114TH AVE 25310 114TH AVE SE 2 C SE 2 A f M �i�✓N✓i:�,'m� k✓r "f(�%//!i�rFa �' � �✓ i 1�%i��r�✓�N��i����f�/��1�������i r,", r�1�/✓l i✓ ✓ ✓ y> >� /J/ r '' ✓day Y�l✓ / ✓/��' � � ✓�'�i��i � ✓��n%i✓�I/�1�� a� � �✓����� ��h��r� ✓ /JAi✓/fit f�� / �� Jr%✓��✓��j� ��t��i�✓� r��r�`� s�'� ✓ prtx Hl���i✓✓fi rr ✓ ✓�i✓/�!�✓//Jl/�✓/d ✓ l ie�%/ i � of � ✓J i ✓ ✓ �� j`'�tli�ly/�✓!/� � 1! �d � /r j yl�i�✓r ✓✓✓✓ �j� /��n 25314 114TH AVE 25321 114TH AVE SE-2—A, SE_1_C Y utl I II .. r 6 i S fir" ���� ��� r ✓ + � ��✓� � ,i � k`�.wrv,,,W"�.���'w% � /�1�i�„', /���°ti�!�J�'.��/%V��������""`;> rtMrl�n,�rr✓�/Sl,"?�;^ 25328 114TH AVE 25329 114TH AVE SE-2-A, SE 2 E l 0 rpiY ............. (%/ ry 11/i wr Jm �irY i 7r au r d r/ /6�frr rs/Frrfrr / /� � 1 eT 1✓ / � d �� 6i i 25332 114TH AVE 25404 115th. ave r l 25405 115TH AVE 25409 114TH AVE S 2 A 3E 2 H r 25412 115T'H AVE 2541,E 115TH AVE SE 2 A SE 2 A Im,. I y �p ryv tb� � A r n�a 25417 114TH AVE 25418 115TH AVE SE 2 B SE 2 B 25419 115TH AVE 25421 114TH AVE SE-2-B SE-2-A Rm 25424 115TH AVE 25425 115TH AVE SE-3-A SE-2-B n I, � l o 1 r P p,. l � u I Y M n� I 2'''15426 114TH AVE `25430'dry, 114TH AVE..... P F V al I VI 25431 114TH AVE 25438 114TH AVE SE 2 B SE B ��1;�� I1lJrJ� �(Y '��✓.',',d��»✓��dS°�`f�� ��q !k( �i�kf�+'/i'�1� h��/l !i l� ^� YNI'Po" 25441 114TH AVE 25444 114TH AVE SE_2_A SE1A 25449 114TH AVE SE 2 A SUPPLEMENTAL INFORMATION (METER PHOTOS e SOUTHEAST ZONE) 640 Pressure Zone PRV North/Bond A - 10 December 14, 2017 Project Number: W20055 4 ly?li i r VI Yew �� y ` � 1 A t i !' I 4, I N 1 i f 11632 SE 252nd PL 2 h,I ;III IIJ I , , a� N I /� j, �/�/%���ri (r✓r!v1 r ,r �lr,I r!�r��'�r1 Jr�r � U � ,,��ray� )` r y (ll%` ��%����%� i ',,�r 1��� � ����f r r i1f✓I y ,�1 r r �f r 1 ��f (r'lrs ": y,. �✓�1%�j��i ��% GA �%ypd;rr� l � r Dy�� ,ti r�i i� ��Trc,�✓�h ��d r '� '�'�'�, �,,, a ✓//��✓�i ii�r `ia7r hpra,�! ����� i�r�J���r�ul`ll�rajry�l/d� y/"'�9 � ,��! r � �i;.. ,��tt W� J r ���P I f�/ "j� � ���lr (rir� :r 7,/yl�� r�r ;��,Ir(u l Jd�Ah✓i^,r%' � . '�r � t V'1, ��J �' /�/� l �,/r; (/ +W F s '...r � rP✓ ( rti rSd! oilr y rf('/ 1 � � v �r% � ���('�v r�r 2✓/nr,! � � ����d� ���w 6d0,(lr�a r]rr i C / d ri`/" h✓ i�JNH�ai/ � ( �r 1� �� yC�' V /;� �� J��r'��D✓ yr'"J"�y� ���y �p�r ��P� ¢I j lAi1p�" � � �f I', ` PL 2 A E 11706 SE 2 .52n PL 2 E U� I r V 11712 SE 255TH PL A 11713 SE 254TH PL 2 A 1 I � r l / l u 11713 SE 255TH1 PL 2 A 11716 SE 255TH PL 2 A 1 r` 1 l/�Liii� ur, i/1i at a 11717' SE 255TH PL A 11720 SE 255TH PLC 2 A 11721 SE 254TH PL 2 A 11721 SE 255TH PL 2 A I f l it I„ 11726 SE 255TH PL 2 A 11727 SE 255TH PL A . r 11732 SE 255TH PL 2 A 11733 SE 255TH PL 2 �ri r r �i,r,��i��a�/� Jrr,,u'��r�m�� ,Y„fk� y��ay�/�ry,rU��� �� r�✓`+�rl�, iv�,;� e,,� .„ ," ,�,, ,�;!rr//0 ,/,.,,! 11rl;��1',�>'�✓Y d/ � ;:R"�y I11h�ik'^ {r'�,Y('nryY;llu ���/�rt,,,::° 1+,Vi r 5;.;tN V qrr,,. r6., //�I., /„ a ",e//�//;r(r lrrl�/ �U�V,rl „J rya, 1, r;,,.w„�' ��JU ���I�e, ��Y r1;r y,;r,'i,:. , 1 , "/'',d,,m „Id?,,,. ,✓ / e.:l✓) r r!la �i.,, %r✓,r///r f�'k.,l..11 ✓^�. �sl���,,. �{� ,,.,��Yrf �Ir „, !� �,,.F2...0 ad f 9 �.,� 'i °U".a; rr'l u,r�,.,f �� Iw.,,I r,,v., >GJr�i,, ry r,. c„a//'rril a�� ,",rF�, ✓�"a/d,,,'r�",,),�/�"rr�r ,�,`d s W s !�� -r i✓ ;l o i ,,,�I''rr r „uJ J�" ���(��i° r liF, r�r fA /f le;r v�;fi' �,,. /rr�✓N� 1 ;,� 9: jv,n� /"�rr�dl� ,��i�ra, ,�1, /,��`� � ,,/� ,'/p ,,,,r,, �; �l�v � /.rN;� ✓,,%r y ,. �U� �° �, � �,��� C U °� I"y � ,;r /,�,/��l�rh,�r, //(!1, T/frr+ :/wi J>9�✓rr f 11 ,r 1 qrr �'e �.d:,�+��o�,✓r,() pl✓rr Ai�.,;r .; ,U 6 ,, � .I ;.y.- ✓ r,U /l7` r�r,. w' � X�r. ,. � ,„�!,. l,,�r,'�,d d /� w, r:,, ,i ' i, f^w �� d;v�yr!/;l� P��J��,��/✓r."�,` f✓il, /r y((`" i:.��� R,j.. iF+, ✓�� 'N,�u',1"rr ,vr,, it� ,c'i1� ' s i»�' r ra1 u� .� r w,.� rte ,�rirl ;�!„� F.<, !4?!f/rrJ � 'F�/N;11''�'U ri�iry�l✓ )✓��i � N,z i� ar r, r ��d, 1�dr/r"�r /,�'�'��� 3;�11 r/��rh g �9��4(" �� W�dr,,4r(��u+ d"� �wU��r I �d ,. qy r� ;�r✓✓lrr�� f///J/Oi� ✓Ort/rUJ/N. LrG'✓✓ll+rr�/ '��, ��rP"�u� 1 U+Y' A " fir "' U,1+G�'rrry rrp,r, (��r��0 rfrl'✓r//S,��7/lrtf� �I�i rl G! iwk! r N !"h�8 �r✓wi(� r ti,�v r�i//�„w Ir ) /I�Fi✓('�r0✓!� ��,✓ ��lrr JN7���1� dl u�lq� uw �1i' µ � "" rjr� ✓l�r`y�%r;�'�Ai���I���r:^�rt�'A�1�: 7�"Uti�"' "�d��ri rM ��ynF�,rz4 �m''1'r�aki.�ru rf✓ty�,�' ol�rr��r�'�U��!��` ✓/i�� �Jl✓1i6ylrtr'��1✓w "��i��'�rlrfy, �1�92Uj � �+��+j �, rf� <�r! rr"'�l J 0 @J EAa�'f�^��i`�i�✓ ;✓ J�/1 i � '�✓��k( ✓ �"S'' r /✓//��rr�1yP r r�l /d�r[�p�r+A'�bl���'!'j��h'�A��,� `rJ"'��,r1�'SauJ Y �'' 'ur b". /r��/�✓��o����r��l,�l��Id,��urr�uynJU�,�J yr �l�r��U�l��r��'�� � "7ll U wb�r�UH� 1�'"`�ri/ �l�rtF/I lr�l'�9�rFH y a�irr %'�� r7�""�r dr,✓� Fa p}U��ei I?�'��'�;�'' ' �✓�F�!,n,r�l l�j r�r1� Jl��jlj✓dr��Ui�9 �l �/�✓�w"rrQ >1d,J� d� +�' "� 'M l � ;. : +, a'��ur!v�/��,/l�r���r�vrr,!�rvf.:r.��r�NJt�,I!<rr,.J�r�a�✓J�6.�7�`ri�rti�i�1✓,i�::r,ur�i�d:� .��.�/✓�'!e,&,,./,.5 11800 SE 252nd S'T S'T 2 A E I , 4 �Y ✓ r N ✓ / � ]' i�i J I/r%I rf�y✓r ��r ��iil7fi+�%� rJ Irl J /rr/1/r o ✓ak,/,^�rt,6(!„ Jw°i`�� J✓�4rr1r�lr,�v'� ��r°�y��lr/ly�d l;(lp l+ r��rr��l��O> ���it ✓ �/1 9� �`r r'�" 1�1 i i�i��ilfd� ��ifl�bl�l J"�r'irl �t r��, ,�Irl�, _, / r� !%/ rr r. �''rrflr f ��k��rr� i l,/+ �r F �';� �� r i r' ;✓ � / /lF/9 rr G' 1!ol�������� il�✓p�lJ✓���119��1G/'�X r �;r�, � ,�r �w„ yA4,,. i � r Grr /ii�io r�r�///�A�, r `,:r r ✓,,, p/✓ry!i i��/y/�%lr/ /I Jai b /;r ar�r rr✓✓��ii //rrrf //.. r�r✓ r; �rirr srr i r / + r 11802 SE 254'TH 11803 SE 254TH ST' 2 A E ST 1 A E % awmaR ,a 11805 SE 252nd 11804 SE 252nd PL 2 A PL 2 B F 11805 SE 255TH ST 2 A 11806 SE 253rd ST 2 A A � � m > e � Nrr r w o� u W µ Ili l g a air W r r' f a 11807 SE 253RD 11806 SE 255TH ST 2 E ST 2 H F m rf � � y m 1 i� ldf r JAC u�lJ>�n^lG�V�r � � r i DM������ °➢� t�� �r iwr �/�� P fir/mar✓�� � '( � r i �ry` � �� �hG���'X�`Y� N�{��� '`� mn F ✓�✓fir 4 y I v io ! �� � �'��ma G '��l mr a m �„ w 11808 SE 254TH ST 2 A 11811 SE 254TH ST 2 A 11812 5E 252nd 11811 SE 255TH ST 2 A PL 2 A F i r 11812 SE 253rd ST 1 A 11812 SE 255T'H ST 2 A ........................ ....... E r ���trrterll 11813 SE 252nd PZ 2 E 11813 SE 253rd ST 2 A Y 1 I I 1 J r"'a'l��« MxU':V6 pi W':•w������•,��"���ffffpppp 1 W 11814 SE 254"T ST 2 A 11817 SE 254'TH S'T 1 A t „ r @Olin Y 11817 SE 255TH S 11818 SE 255T'H T A z 1 A 'a t, r� "Y Y 11820 SE 252n PL, 2 A F 11820 SE 254T Sm 2 A I y jy�gl,1� 0 t � 0 tD II fi I✓ ,,.� � ��� Jl�+ / r Iv I, tib 11821 SE 252nd PIS--A 11821 SE 255TH ST A � r p / i a�c ' r p rr0fl F o: 11822 SE 255TH ST 2 A 11823 SE 24TH ST 2 A j F HIS 11826 SE 254"TH S'T 2 A 11829 SF 2 54'TH S"T ' 2, i B P 11830 SE 254'TH S ' 2 A F 11833 v SF 254"TH IS 1 A r �`r J u w r, � r �„r��r�� rr��AAir j ��i����ii^''v���t �r1�`✓w��rr%i�.':. �„ l 9 a 11834 SE 254TH T A 11837 SE 254TH ST 2 A f� ,j 0 11860 119th CT S 2 A 11946 SE 254th. ST 2 A - lc I �I t r � r +!) 6 d �r 11947 SE 254th ST" 2 A 11. 950 SE 254th ST 2 B J I r op i r �i � I I w l 11951 SE 254th u ST 2 A F" 11958 SE 254th ST 2 B M� A 6� I 1 y l�g4f)� 0 pp V W I II� I II I Irwv d � 4 Y I i P� i 25102 117th CT E E 25108 117th CT SE 2 E 25111 117th CT 2 A 25114 117th CT E 2 A r fir 2 r i 0 r"Y l r / r " / � r u i rr r ! r r r� a i 25115 117th CT SE 2 A 25118 117th CT SE 2 E r J m,. s rr�r/�p r / r r;. //�n//1✓rf,/'�jl�%�%�l�/��i/,f�/////,G° i l i�//%�/���%/, � n rry aryl,r r y,�',;.,°N� l r //��i�i�l/%,�u/! //�// �/ j%// /r/✓�i//��P✓ /1,//��/i�11 r" >�/Ill � ' �'� r� P,,..r , i (i1%J���J�✓r''��1 J//7/�/��9i���r%�f�p ,J� !,r p/1/�/ !/r�; d r rr. !rS lr d l%ifr��r /%//��� �J,✓,/, 1�f�11 A��h�%/l/,oi///l i��/���r� � P I„ y�i'rlf/�'F rJ�i��� ! L' N r�r%6ir%�/rf y�i�F I,/ �nri vl.;y r r Y/JiJ .(�1����r��1���r(�,�1��� L w,��/r;l✓ r��. �" Pr h�' r' i I f v,/i/fir//�l/i�5�//�r/ 1�i�nl�'v)�f/� / 'W%rrl!�,!/�/eZ!/"I/���.r� d Y) ,9J wok�n^1✓rr"r!r/r %i/IJ'�f fI�i���I/////i�//J J lf�ilG��� r%ii,/il �j� � �i;N�,�l✓ t uY r ;,%l�r r J I �rlrn f�//�X �/�;l�l//� ! ✓�i/�J /1 / �„ � r. /r��� �J�� � J''/r✓Il��7r�ir�t'/lyf/��//�'rin/i�/,/1/f r � �� 1 1, � �i�rrnJir �%/ �r r � ✓j�r JL>1��; ,/!/,i�f�//y1=,l��rJ/!r F. r w °,�, 0! r r1�11r✓l%(r ys�� / �� i/�dyrly �J�ra1i / � `r� f���i���l� � ��f rr% ayir(I������if�1j'1✓ �'l/I(� 4� r � r r��, I�, ��� � r „ ry 25121 118 TH ANTE 1LorlGl�iAnn�m.firR,�ar'.%/o/r r- ��, ✓/,, rr%�//���li iGor1%/ 9rd vl/nna of 25119 117th CT SE 2 E SE 2 E r 'tld� ,� G C ✓%�i u w �/�✓i�i i t/�/ r z / / 1 f i r�r✓r/�/�,- r rig��r�rr ✓irk i �' � r/ xr � u kG�i�%�rl%� i✓err i mil/ � 1 I t / � � �r/rr✓/�/�� js V/ �r / �r i r 25122 118th Ave 25122 117th CT SE 2 A SE 2 A /i'r�f�✓�a i t r !r' M I k/1�"l✓' k � �Jzr r�l�2;" e � //✓a�, � �x�b�3 �N gar )�yr i I r✓/� �/� ,lJyr �r t0i✓r J✓�I j�� �� `�I � G, d ail��iUl�fi✓�i%�✓/ � I n r�r���N 7�r�<<Ei�,�/���%%I��i���i� ���rC�/, �� t r,� r r�✓� �d ,��I Firs✓7�,f'�iyi j�r :/������/,��1�/�f�✓��/i"�1f�1��/�%/J%�� G, ti �f ���°�y�����lJ,��/��;, cif�r, r/�rx r✓ruef � r�X✓A �i���r �i/i� � � / N/ l,i 111✓/ft�✓✓ry°��`I�/r �����/ >`;<� ( ��n.J,� � 4 j1 �!''✓�i,i�i a '. r Ai✓�, %�ii r✓�iil/,�%l�✓�����r,✓����i/ �✓�s�%ri( � , � �r l it(li�"i�r i✓5�'✓ i �✓ ✓1 ✓%�%�/,<� �ail I/rl�'�i/ i) �ii��lr�'/6✓rli � �✓rl,��El�ji�i��r�l�� iN,r� /��i�6h � )1 J�g1 r1 ��hJl�,"N�fO�� 1� l/M � r t%� l�rl /�I�`�✓%i���/��'ir/�i 6� ,'� y� � "Y�✓�iJ�� t�r✓� ✓ � �x�r✓Gr,Y�r � by+0✓0 I � f �ar" l ��( ,�/�I'� Ire I��r r d✓1'' �u n'S✓�' ✓/a Il�l�✓�����y��'il,�l F������ %� µ�iY Vr I ��,��l�r/�(r� r(n��9�' �fi���✓j 1/��/v�ti ry f l��i����� ✓✓ I����fn„��/''J,iti4 r���l ��v I I��ii�d�j��"�fi✓nrTO%���� 1p r�1�✓ /,/✓/r�� r�/c�}}Yrarr/r�1��d is l�l�� /✓ r✓ r�i �t F)f�¢✓����,r /v11r1�r��pl�r r°�✓�i�il�yPP f✓�✓�r�`�^.��;'`a�✓��s l� n���r�r��,,�� ,dM/�r,I� lp. � l r rr I r✓h r rw �1i ✓!✓���°�r'�/ l(h r "'�' > v '. //'� ��� r�� ✓�r✓��i7��4i//i����rF i��✓d�/��d� I(yr rl�l�u`�i�` v1Y'irf"15 W���V, a �'/✓i /� M, r„� /,d��(�l�'✓�rr,��✓IJJJ''��/�Y�J����/,U��Iko 1 al`r I ����i r�"���y t ,o„aJ r r /i✓"a„L,.tl�l.'nOrwGOhn.! ii„ 25122 117th CT 25129 11 'TH AVE SE_2®A-F SE®2_A Y Jr ✓ ,Y ,�f, r Y �Y* .�fi oaf 4I�Y� �G ��m� 4 ✓ liti���Y � Y i 1 d .................. l,! , 25130 118th Ave 25201 118th ave S A S A iwir.0 J ,%✓✓,� l/✓✓l%/��//�i��f��/�������jiif�t;��b��i�,' �rl i`liy Y t �"��� ✓� 1 r r r ✓ 1 � ✓ I r r t ryfi f/ a "4 ✓�//✓i✓r Wi her ✓ ✓ fJ/i%r✓ 5.✓ �fu��, ��✓�n�i'"Y'✓��t�����y��iJ:k����i%✓/�!//rl l✓/1„�.',,,G . ✓� Y�r ✓i,! i,i✓/✓i�✓ �/ � ;✓��/,fly iA, �'/ ��i� i i�`k*/1d0}✓�✓✓�/ia 6�,�iG�'�✓b;Dl%/✓sir/��fr 1u✓ ✓ � ✓/i��/l/�i%/N/�/r�%J Y ✓ r✓ f�✓Y � ii ���� '"foil✓✓irr✓i ✓G �"�e+ .r ✓ia/.. ,�✓N ��'iy� �fF� 1,�1�/��%�l`�7�DJY��/'�+^��`kroit� rr�+,�fi 1 ✓ "�f4 �✓i I/✓ f ip✓ f�f ✓'Xr a�r Aa ti i q�✓r� � ,Y�� ✓%Y i�f% i�/�f�/�f�w 16��/%�'... �l ""✓�:�pi�„pY�p�k1�"✓!� �f f lY�✓� r�� rJ y(�i ✓f f, � �fry/p/✓✓�f f✓✓�ff/ 1 d ilr ✓// / '' � � ✓�/���✓���� l�/fJ f7 Y/ Y �✓�✓f�/i9/" ���i, r rll���Y; `� ✓✓�l l ✓✓d/r ✓.�'if w Y it ���j�l f i/�� f.,,t�� � � ';� H fr ✓rr i�rrr I' N n✓ �t /�lw�i �fj�� ✓, //�✓ i✓�,�I/✓ l ✓ �01 ✓r i �r ✓t m �� � �i/rri �` �iJiS� % 7°'Csl✓ /d fi f,(f//✓f rr // ��' ✓✓ ✓ f�� ✓fir/ ��✓� ,,,"- � 7���F f(1✓d � f � y, f�����/✓r✓if �iffr l✓i HF�Ji✓ ✓If�✓1 i i ✓ �>�/r'l f1� � i v �/ Y %�i///��✓�i�� F� �'�j l� �✓f✓fir✓//f�i�r�`i��%✓ f/✓'i ,./ i �' l ���� ����j���/m/6�//lfari o„ �� r� i fr / f ✓ D i %%✓✓�fai ✓✓ �: � a �c>��/nlYrOi f✓r�/v/u7�/j✓%/ / o', ✓'/ /�l�1/� t�l���� �l/i �� f ,,. f�r��i �f � /f�!f, ,>, i, 1,��ffP�/�(>���� r-,/ir��f>✓f�y���rn/„ ! �0 /Gf�ii�r/�IY'�/�✓�"F/ �f i H�j/�y°/✓iii f J � �/��✓✓f fGr� ✓/t / ! ) �ll/?x J �ii�%0��� � dui ���i✓i%tl��✓��i/✓fii� l f ff✓i�� ✓ �r ja� J✓ a✓/Jl/✓fll/'✓T ? ��,U � � � y✓ �i�rY�i f , ��)�f�l/�br`��,%l�V/f Il ✓i✓b'�%✓r NY/ / a/✓ff✓�1 f f, Q�IJy/r�ri, / � � ���li( ^u� ����i�i✓✓lr���j %1f✓�;f.Glf/�' i d;m,v�/i / i✓%✓f/i!��/✓Il/✓% ;��,,.,. � l r/�il f r17.�� /�� �, a���"" f� �t'I✓✓/r i��ly���rfi������fr l f/CI lyJi��'i�✓1�%t f� %�f ,1, '✓i�/✓fJ �� i���a�ff�i�jtY��)�✓l !f; /r��y fly f✓%✓i fi/a �f/r fl�1�i � � JI %�/��fr✓y f/r �r i�� ✓ W (Y ��fy✓� � , ��� ✓:/f� �1?; ,e,1'vl/� i�fa /�ifrY� w�f✓✓� �i i f ��i�S��✓,;�>�<�f� p�rr (�/�� a i r�l� /1,�I�✓�ifr� ��ti✓�/'�l"�� alr6:tr�f✓i�� � %�Y���iof/✓r%l✓9rff�'if�'%✓ ` � oi�� f� rP � � f✓! �� i i���i� ��i�f✓//✓ i ✓ /1,�������!;;pief�lilf/y�r�fl il'fi/✓��f f 'f%6���'//�1/�r��J i f ��fff ,�' 1� /��Y���/✓✓il✓' ��%/�f//�i✓f��/p f�� �✓�pf�j�iW✓✓���fg"rN✓✓gf�%✓/y/���� �W��f!J/fTi"✓� f�✓/��y /� ��✓` if%u✓'f���✓J�✓i�i�l �" 'si f�r ���� /1% N�Ir 'i ,,� ,r, ,lF„�,f�r�lir,���° �`r�if���f,�r, /��/�yf�� w�j ti 1r6��f���fi r�i�fl���r ,.✓r�p7li✓�I/�����l!,���/�✓�(/�l�t1�F ,�iY,'! ' ���✓,/,����1�✓�✓ ify l���✓ iT� ��'flu�a�,�,r ;i� ff,y,Aft a � 1 k,.�� ,'a. ,. ✓����✓ �/ �1/l�j/;f��/li7 y ��jir it i I/ 6 /f�jY if J!� �r rf i� ✓,,,r i, �.;l,;✓,I�r�,wi%,al/�i✓M,O,�.///r«✓,,!'m�n L� va��i �„61Lf, ✓G;Y"�m)k�l�„C�e ,I f; 25209 118TH AVE 25217 1.18TH AVE SE 2 A SE 2 A r l�Y /i r ails/ i r r A ji. 25225 118TH AVE 25232 117th Ave SE_2-A E_2_A r � y� 4 Y �l 5233 118T'H AVE 25302 117th Ave E_2_A E_2®E / 77, ; r +r ✓/ice/i 1/�l�/r"''�'%/�/ r r / �� ya l�y �r 1%l / a / / 1 a r/.......... Ari '��//7r t >! l / ✓ j ✓ fd°lmU/d1f�/'��t d" w r /✓n�i�✓✓�/�i�/�i'ir ✓�ra�r�r r r / y�r � r�r��; ���h�F �� /r��/may%��/'! xrr ���ir�'/ r ✓rl�r�l��,r /��� � r�� /i (T�l/l f >/� // � J/�7//rrr rll�if/rrir/////✓r/ d ��ym IG 1, �//�� I/A r/Ym�i�r,✓�A,9/f%r��r ry/ N r / ;'�A ! p D�" �i`4�� VnP�1/'iidr i*r' ✓f%'�/7� I o �I ✓p�` ��' � �lr 1,�rrJ�/r�f���/r!1// / f /r i✓/%�1r% / �f y i n 1 �����✓�'���% �r l o�r/jai f r�����J�i✓ /Al/r�'✓ i P ""'r��i y r r 25303 118TH AVER 25304 117th Ave SE-2-A. E r � r ✓✓ vim �j c �yF/�/� /r dY �ki�r'irl�//i/✓��j" '�l' � r hr of rrir rlG / �7. a (�r✓7 n /r/rr �1 /�'�I�/'y�rN� / 5 ✓��/��/� "�rr y/u ���r ��/�i✓/PN rm, /��r � i��lrlr S f A '/7 dl r l f,/rrr /� r ��J r� ,/I l�r ,✓ �%�JI n r ����, I/! //,id1��JA��/ ���°m�,,✓��''���fff fmllJ.'m � ��lyd R r�'�ri/;r%r���r�����+(✓ad(/A�Y1�i�u �,�g7y"d�'�� "m,.��,,,�'1 Jrhl a �4.�brw � 7, 9y1v"Fs�,,a ?." 25306 117th Ave 25311 1.18TH AVE SE——A SE-2—A. sR n�F r � ura ��J"�,9��o✓`f�booi�'��*��4d o �rJ r �/v '<��//t� ��/� rf�fir/rr' / � ������✓k��f�(�iy�r A���,�(�ti���/��/i� �6{r 3 u�ry ��/,,,�`lr n✓ �t/ �9r{i� r d rM,�r l '�r w �r�`l ieyrGuri, ��I�nYy/��i//l�J'j l(�fll �'�liUlN if��JF/if; �, +,�" /✓i bi loll��i� �o i�r �r r��/� IV" 25311 120th PL 25312 120th PL S 2 SE F y., IN �F u i 25319 118TH AVE SE 2 A 25320 120th PL SE 2 A r ; T � � n U�lr,�G�r� �' fr����l�� ����r��Y'" �>��1�/�f/ l ifr�/j/rr��/r Y✓r r �� iy j.: r f ,rs� r yn^ d✓��"M�Jt�vl�1 i tr r4 i r/i r G �. �1, .., ,°�:Y'✓;:n„ ,,�,m'.. . , '9., ��,�. ,rf,..,, ,r,,,°i ,,,,,,,, ,ilk . . �� 'Mi 21 119th PL SE A 25323 121st PL SE 21 253 A 7 /v r r/ 1 e °akd. r Y' �„ r., r a„=��ri� r � i✓ irr 'i. r u i N I P r / 9 r � ri�r/��l r✓r� mfri� � ra"�,�//�/% 'r�ll� Y' ll�� �l�>aY+i r �i� l�li�/J✓/J/�i %%/%1r�//pii% r r r',, i IY i, u, SF 2 E F 25326 121st PL, SE 2 A i t I x�rxrx�r ; f J r 2532.7 118TH AVE 25328 117TH FL. SE_2_.A. SE 2 A F r✓ 1 r 11 phAti lu , rJ r 1� ? ; r 25329 121st PL 25329 117TH PL SE 2 C SE 2 A E P 0 ✓um�euU q ,i f� k Il � ' i l ,r�k�l/ u f rrrir r, I`/ 6 4r I ��l�'��� ��( ,`����Y`w il�� rN✓ i rril �fl / lP N.: 7m/�l"d9 rl�erd�jlpv).fryfifrj ��' ✓r.Us��. d�`lr, �r.N ! d Y I I 1 M d ��r 6 r i �9ypyr/�.l m i���ff'�r ��'�n� i�%l�ixGrr�+r✓ r�s"�r� �r � � / 1 x r 1 r sG�l m Y� �/rl�t! a� ✓N �`%n/ � r a r , r ///��lr�fr r� r� /r ,,�r�,rrP�y jkr yh✓ a?'� r�r � ll r. i ss i rl it✓✓/Y%//I/r rl���/�j✓i lrl/��r%i/r uH�Ir'/;(;✓��� � yL�'��tj J�l� r 25331 119th PL E 2 H 232 121st PL SE V1�J�i,py�/ r rnrt � �" � �:1 � ryN✓' Jr,!�rl�,lr rrr��i� � ��� �f. %%/%/r rr�%%0 r @f�� r/ ��,k rfiN /. �.!m✓r .i r �irf pi��� ��"�msn�s m %/ -/ G�i i sy ✓ >s w,' w /k mrvi,�wr b sJ„ ',",,`. s v /�D/Oh ��r// u 2 / / a 11 NrS�n f✓j r ti II, 25334 117TH PL 25333 121,st PL SF 2 C E 1 C F W i' 1,w l r w u �Wr" 25335 117TH PL E 2 A 25335 119th P L 1 A J/ �lirfr„ / ti�/rii/i /pry / 1 �� r✓�r�1 i y �'S� �0 9Ji � ����p ✓r/iil�/�i � A'9��� all b�'"l/�1///f f r ✓ra � Jlw f �/��/'�0��1�7/� ��i r� J ��/, a �PV�!l i �l � V r>✓tir��ri�ir������lr w ri !g rN✓°� r%/ e / % /.a,�i/r"�hr i rid ���jri��/r /r V r / d 1 ✓ s r i � (,�rf l�/rr�/Ir��%Id'�/irl�� ✓ %�� ��y/ /r. ��//��y��r� rri/l r 25337 1 2 1 s t P L' 25336 121st PL SE 2 A 2 A ,r kw / )� of r///j/� �i��%i r� r/%err%�/�/r ✓�r���l//� i ri�/� % %/ri r/ ✓r /r�/ rii /�ili��r�// r r1""mr.rr'r j j'% %��✓iriv/r����l�r%i 1r/r/�/�arrii///i/r/��%����%��rr//r� ol 9 25340 117TH PL SE F 25340 121st PL E 2 A 041, r 1'71, i .•� �V'µa.: r I O�l f i %�% 25400 120tH PL 25403 118TH AVE SE 2 A F SE 2 A 1 Uamre,n>r�omr I / S'b'Yt ,arj--,n'✓ j rr � f (u"� 9 1 T AV fi"r�. 25408 120th PL S 2 B SE C tr �t l-nGfir< t i r i ti 25409 120th PL 25414 1.17TH PL SE_2_A_F SE-2-A-: i r- "1 MIM �ii� r n I�/✓r�J�/i� i�� y� �7 i it " 25415 118TH PLC 25414 118TH PL, SE A SE 2 A F i t I i ^ r q r' 25416 119th CT 25416 120th PLC SE®2_A F SE®2-A F 1 I�, h o I l i 1 9 n% �YIIy�V V�� III i, / r �r l 25418 119th CT SE 2 L F" 2 420 119th CT SEI 2 C " 11� 25421 118TH PL SE 2 A 25422 118TH PL SE 2 E �. i/,�1� lr r�U� �/ ilia;✓t����ry�l,�u�. n�o�"rn", r, H t✓0 1�, "'rf� r � f urn Boa /✓',i �� a H 25423 120th PL 25424 120th. PL n i y � 25427 120th PL 25431 120th PL SE-2-A-F S 2 A F" i 2; yy ���,����i/l%�/l,H//r r � //✓ /i // /i �r/gym r Y�;, I,, r sir �s+'"•', "" " r 25432 120th PL SE 2 A F 25455 120 PL SE 2 B r I �IG,,%�1G�Hri r/ii/i/�i/r/�Oillr/✓/rir`rF �HJrrrr�rf rd /�,�1 V I ' r d Hrrr�r�rWH�/��r y� rJ � ui + I q I rr�{r�'�t""V`�r���'��sef V��,�,��d r d a ✓v'r� ��Ilr/�u ,a r ,r,r �%N �J��J//l1'���/�� ri//r: /�j// /� �J r ry L„�I al � rwi ri �,�'li��,�, �",III o����,�4H'�'��� ��H��d�/�,Y �"���i'h",5 rt•, "V J/��� r � J 25439 120th PL SE 2 A 25440 120th PL SE 2 A r� / r r ✓fit ir✓ vi�i° // l r f �i�� �/ i r ���1 //r - ��/ rir /r���j�r /j✓r r P �� � ���jYfY��'�/t%r/�//�l�/��r1/lr��r'�/F"��'�/��/J�„�� y' fy°,/�'�il !/�a n✓i, ,�� " q / 7 %��/l,IG//,�il/r✓�i�/�i�/ r l�G r/ r r IN / �! r/� r �1��f11r/( �/%�dr/r/✓i / i , �r,� r �r�, ✓ y rr, �, 25501 11 TH PL S 2 A 25505 120th PL S C ti.. Y ;',,, r,✓;' � �( / �'i �f� i, /��f��i//,fir/ r�r,,/� //f/f//i�/%r/��f�Ji�/���%Ir. (/,�,%i / �/r //r /„✓ / ,F/,%,A a [:!i i" Y 'l�/fi. i. Mrs// y.1/h,,,r�o. � //I/j, � � �j/ �/ r i r: r�%rr/ir �� /lr/r/ r i l r l 1 I ../1/ ;,// i1 ✓ ,N�/ � /� uF/ nv �/ ���, �.�.���l/i/ ,,,/ r ���%%�/� r��f�r 5 �.✓i �//. �r,y/"� ,61 r ,fry/ r�.�adJi l:, ,rr > ,:,,J ,,fie„ r �j,.,�i �i,r/ii i�/.ao,,,,, /, r //:.(rr/�/ rid%/ 6/ /Ir,�✓��l%%��� /b%" i�1 :�r r c i ir, r Ill/1r/� /�i ���%�� �� ��i jai �/ �l//�,�„/, �,,�� s err�yi�� ��,%". '�i��°'�/ %G ✓,'�, !d%/ / /i:1w 5 I r �` k/i�l�ri"v�rWa'1 r i�� N�� ri„� . Il%/1���/i�/� i',;,;F ,, , r r %!r�(�%///1/I/% a ���! ie�'�/ .�,�i w �1, hv,�/�i�'i9A'r /r i��ran �/ir��/�� �l��i//� � ;,`„' o„ ;; /�/l,✓l%/�ti //:i��� r 25512 11 TH PLC S: 2 A 25513 120th PL SE--A ✓/ r r � �YIe Ji y 25520 118TH PL SE_2_B-F 25521 120th PL SE_2_A r r � 25528 118TH PL SE 2 A ry Iqq I "W 4 I II I j r �u ,I � I � 1 k u v I �l � I N f Ir i 1162 SE 252nd PL, 2rE 11702 SE 252nd PL 2 E r ( a I' i if 1 y WP I } yW I fis � { y I e rl� rv✓�;k � �l� � � 1 ' I, � % / % �, .� C i/l. a 9�✓�� r �� ,�// y� �i ay u',� �a I j�, l 1 � ���� ���`� 'y� , 171 e�e�l �`r�r Il ✓��� I(li�J, 11705 SE 254TH PL 2 A F 117016 SE 252nd PL 2 B„ TRAFF I C CONTROL PLAINS 640 Pressure Zone PRV North/Bond A - 11 December 14, 2017 Project Number: W20055 M„ �■�@|$ � �� )�kk �2222} q © ^ k§§) ;lzkk (K § k ;0 Ic \ ! °G7 � � )§ q t B 6. 9 �0x0 t | 4 • �go � I � ) ■_ ■ CA , --- ; & A, s R 1 Sass @ • � ■ || � \ „ & � j 3- . , 0 § IC ! § R ° ' � 22 - $ n ee § a 2 $ I � . - ( m \ ` . 13 E v 2k| % � j« v )k �$ o . � , o § \ | ! k` ` ° ! a } CIA § I ! z 0 a � ] m 9 ( - § ) _ m m § k § 7m m ; o m Z & ® § ; 2 & ; ! � | (n § � fril O i AO N _ C�'7 n m ti m m ) u 'm o I a m o 3 �o ti o - Z r m 1 N Z ypa �O a0 m mz n y m a yi y� Az m� 7m7 O W NO Z Z[ a ' Vnn mmmp rtrip a i= = mN ` O za afmi�2 OA yn' 8 0 r azz z m 3 A N n v J �n yy m as m�va on p mi N y va oANa m vi Z a A x T U 4l D n N -yy [jAy �Iy Z. T O O D i S A W f A rp N FDA ~L DD bA y Aa N yZ m p� [mN yN nr 5 a C y Z 0 O D m 2 [p} Ox Z Y A y n T 9 Z O< a Z Q a" N Zy KrNN N= 9 Am m mr r T b[I� YD� y; 4 c y p z c nm m s _x D o Tr z x m s m H A N a O i m Axr cNi�z� zr n yc C m O n 3z iSzF .ym pm y D m czi m H 'n m N RI N� z py� xo aaa as mm m m vy a�T mi yz n x v G> i �ngm am Tm N om [rpi.> Wa i ya o_ p z o ; p N N_ O n ysy ti2a za n a n -Dc� pcz c v Y m n pp Z lml r i�i [n ymy ma i y0 m n i mm ym0 p N 0 N D y -Ni coy o mom aN�m 0 2 m N OD r S x nZ aA>yi n m A W p y�yCN] 1y L fZ/1D p yy 99 a O A D $dy�a -DIw AO AO � Oa Y - y0 y a0 a p a ym Ona [Dn 2 F D A N Owy Gg�m �N x Op n Z 9 � Omp ZyyW D F p O m [ Z P nO - �OFs p A Ag lCn JaG(y -ZI a Or m y pa Oj� A L f nn N+ Ngn z z -Ni mJ m pa m n za A s 2 r D D D y0D y 0 a mz 2 D O JG a ap m y 9 fil m n y0 Z a < m am Z O Z r a Z C y D D m m a T n T N n O ZO O Ky D z O Na p mm y m ip [ m > tiZi y p 2 m N arD m c r N p x - ZZN x In c p 0 a a yy m p _ - D N a a0 Z yD C y Z pF N zO g2y D D 0 Z D 0 O y 2n _n Z Z m T D z n p m T N $ QQ7 g 1I I � T # x b-OZM + s4 �� 1 rX�X I 4 x VL-OLM 0<41 s x D p M m yy = Ov z �' h pn m� z o' as >o S v km as No a o p z a, z=ab n a k O pp p a m y m< 4 a X N C a m oD O O {A zm O C No O ; p m a o T p N c o �+ C 13 m p a o f—X--f—X—I a a < 00 O p as N ► �-► o 2 +�1 � � H N Cm0 I x � c) 0 <9> z II I =O� m N � W20-7A X *aL�DaD S Z Q>4 aaaOz 2U-4 0': cnpai pTT m 0 � Nm � n wom< Nnnyo HI Dw W20-1 c N s m ti N a g ^ r D \�If O W A�CO V m D N i O mZn- HN p mzm, N Z, v mo po a r Om D v - � w v o m m m N s u v m m o c� m or o 3 Z m o 1 o i rn on {L� n N mz m oa p o p cN_ m m S g N 2 N a O yO omm� m mmy i mLn O irO gO �H n D ti� 1 s 3 $ m z O m ryi z�ayz Z At c Z " 4 c mo N N o�n fxEv $a mo so j➢ �5 rn £ y $ z z D ZN igN" ym �o p rf rn a� ' m i m az �yzF z n N� m m zN nn rm 1.02 y a < ai i 's m m N� z °y =�o> ppi Pm m `^a ZZ yrm mz y g ➢ T m 2 0 N O ➢ x S p N O D fl O O F Z m < Z m Gf H m QQ y N Z y ms p n ; 0 S m CN�mAAA�i a$x a ym x 2 0 �N.,v yTi P (4Z('nnf Q Z m y ��ipy yuA8 y0 AQO T �j D ^ym OA9 > I o8� aL"g Qg Om x gQ �S i D D �i F P P _ 2 x n m < xx oz m d7 Oy O � ➢ � yyyy�m A Az A or RZO ➢ T NZZN xN �➢ N �� w O m my ZT A i 66 ➢ n y �S O O _ T= ➢ Q L Dm m ti S ➢ D a O m m n tiG1 Z S A P mN O AA Dy _ .. p p 0 .fiyg D = a £ ➢ 8P N N S m N mz m z " S I > g x n$ I j yD yyo Z a O m O y n S D 2 N r AN T O o ` < m Y a I� f N A C O ➢ C) I-ozM ' O rm n r y�uox _y i o o z 00 = N ov X Y-OZM u y n �. QNY O O 'N a OGT Ap m N n 3 D n x X VL-OZM f 0 S N i O� �x —x —x� °g .e\ 3 m C X O A p Z D F m 4 V i +i N N p 0 �. �DO I—x x O 4 W20-7A X mw W20-4 X yn • a n Z rn Ln Z W20-t m 1 0 g� ��AM,>-, Ng�o� A� ��o S 5o 5; Oa➢m$L1 m mZ n m N-➢ ➢w O>N � A Z O ti 0O i y D�m G� N r D A OmC9 mm0 R mzDNip I ONm m 0 A D z y z F➢a 0pmA O T m y� N o oz 4 m on n0 00 m mz T °> °m O cN as mD m H s O yn mZiA zi m my 3$� m o =o r oA Nn , . r �c+ m =—iii 4� �$ a "�' 3z w on $�Ns az Z D W z 7 y o0o r� So op� asA H mN T. m �� Aoy a>o �a O S �`, m cOi g '° DA '^ c2io N SA Do�A s9 -1 °m 7n m a`: `mN N m N z9Q9G�T ON m'^ v y0 v n� x F 5 F A N O y :O Hy A F -Z _ = < Tm m 2 xr tim Om > T O N D <<➢ m N m Z pyr ZN ppr n NA m pnm m~ 2y 1? O A = m Z 00 T ufi�i O a - y D $n -' G�'r� D AN y. OS Rz T ; nS NAO N= m Am R m n 2A zA g = A n zr Ocz v 7 z 5o z zz h� ?•. x. 4sOr mti p v D S pO O mr zA N W O 7 C Z �� m n ; Om ymo s s y SS z o ' $ who -Y'yfmi y� a m= T x z Na nga a z R m o ci n A 'iu�s �o OA T m ° o zs mfio H Sdg g Q^ D v > ? o y a N M0 _wH�o $tmn x o_ n z D 00 °(N� 4 O A A m yg� D dT C O< O y m C1i y O x4 '� ZC m D xm sa r S # O m 0 =N N ' m = N O m EE N z a zz i C g p ti0� z O y m 2 g <N. y m m 0 = C I A= m C yCZi 23 OT M Oa g A m N N T 0 R � g � � N � � b m y = m y O L D > O 2 y O .. O ti � !t z C AT r y � N vr„ O s >i ca 9 � Rtg z CRY D DSO m N o m �3p �R ° G F X RoT N m� m j :z Zl%,6Z me ll!-68 m -' 3213R SSOkI,'1 01R � _.�� 035010 NNM301S �07C s_ 0 3 v � Of A O V X m H C A m N N O m v 0m X °a C �a n > Z m r° O o Na Rg w O 1 2 N a go 13 N � o rcr o O a N � 0 O m MD a rn'�1 O O O 13rn 0 p Z Z 1 n A O z '00m z> ;v �AN«�O r "z^ a O Z �°S5oSHz OAzmO po;gO pmpmo o m_Z O f~nHAN9R S[OEWAUC ClO5ED . �► �O om � �_ � USE OTHER 510E s R9-10 omTs�O o R j 24'%12' �Tm am+mo CD O�Doy z I rmd N $ A ■ %,�. �) | • . B § �| ( § | ` � § e zs : % MCI | � » - - - & -- , 22 km w , . ! ; § ' T I , + ` m K� ol | § � Qz � � \ § § ■ k � , § as ! � m I � � � ■m| § | f R 6 }■ � � � ;■ o o � ! k / (\ k� ( � ` |! N\ § § , 2 f m 0 a ■ & ; 2 0 4 k ) (§ » m P ; ;90 m m > & � § � q ` § a , z ❑O rz¢Fr WGUyU I ❑Z'rt1Q�K_i�¢°Q8 aa❑Uw woQg NJ J�z aC°J¢ T� � mo m I-OEMti 11 a � i Oww'o X 4-OZM ig Xuanz CL 0. HH 9 Z X tlL-OZM X I I � [O.l U F X YO � IIIII� U i- W U N O j 3 H 41 41 * z 0 b rg>;!O pp a �--x � o N w 0 ¢ zN y C O 'o W of OV o O N 0 z m g 03 O Z UW U❑ _ r❑ Y� 3 N a ¢o WU a _ Yw O z l7� I I LLII rc m u �l 41 x J N Q I6 I� O �Oi h—X—+—X--I V6120-7A x 91., I ro� W20-4 X T •0 W20-1 `x F LLO m W W U Z m ° a > 3 E Z J❑ W 0 N h Z r s ❑ J 6 W = � z N LL N w y > ¢ O z � J I Z W y W U r d [ 7 O m ¢ aam p W O > tt z x aF - m i w¢ a ¢ c9 w¢ rc y O aq z O W a r °r m U a ie z z o wo az m i y o yo =rcpQ N y ❑UW ga W O O Z�� ay z 3 u rz O 01f1 Nw;u ¢S N ¢ `0 F S z x m m o0 cn ❑ ? fN N u " zw¢Q mZ o o m i a� o acwi rW¢a ��mn < w C7 w aJ 5 3 z d z O JU as w N aLL r w KZr� tt r U 'p (n N p Z w V O �z ? wOa No w w oR. - rca V as aayz maw C n W m z a a m u > a cri a jU� W'i N LL J D Z N > Z w E 'O O� yJ l-Z V O 0- 1 Jr W GGZ Q?Oh QRR W Z D: O ❑ H d2d N N W¢¢ N6 QQ6 yj Y ISVf O Ww 1 2y NyJY ZOZ yLL z r z N W r ❑ i UU yw3 a6 O .O y �> YO¢ N3zo y Q ¢ J O W w LL ~ n� na o� z� = $ w� ? �� cri o� o¢� oov Z um �a amga zo u w 2 -' 3w O ao a�0g¢ agar r a i� ¢ z a u g r u a w ¢ J a°pz ozw ga rc Jr �� W o� oa o Z 03 0 00 C� �g5 ��y ❑ ` W ay as NJr u a ❑ ao u zw w uu uu OO N z zo F pa 5 3 3 W Wn m a n n m m ❑ z I p � 'o n - ry 4 .00 � g of ti _ Gml - o m o .- z Z } ° = y m o� op y z &oo ,Do no og a m w N m mO xn m� OS ?t D o d 8 $ N y � F Oy $>pq� m pzp� pzp� yay i ^� ia' $ � c, Nc m m 7 9 s m �� ; v' !'jO o 0o y o i mN i gz ANpN °yy �S Oi p [ooQff C A p0 N 0 lJ Fg➢A ➢I A O N2 CC Gl <f9N yN ^ m G a li y O fill 0 < y Z � N N ➢ <N <N N 2$$ <rNZ N m nQ p ;= f p�� < m GN-i D > yOnx NNz! O n > Zr mA_ N y aoy0 a Ll y>° D H$ o z z z 0 9 O yuyO ym pA a O ysp x H f� ➢ y O A D z OAT N ON x O Ct y ^ < $Oz 1. a (1 r > 9T A 51 a y O Z v A V = A yAr z DA z V m A mN n O A 0 mD z p N� m R >n o " 0 " Y _ o O ➢ F mN m N p O z Zy m 0 < 2 D N D y D > y a y 2 > .. O r D 0 E g 0 - p z Am T 3 < m N u O 8 � � Y N 8 1-0ZM slx,zl o� P t� lint-ZM v•9Tp L 2 CD 45 > C �{ O QI ° ° m ° m m yI o° o ° v ° m ° M 1 111 pqy ° ° { N Imp z °° ° 0 m 13 o < v o < o z o O ° r� ° 1 a j4 W2-401R z a Oy> y > m D ; m,n N C X n f7 { D 0 O z m m Z Z m y Om 00 1 r ynpman m-0 y��pn 0z iy�o = 0$0 5 N 2 p�pOmmO �EIYNY. MOFR T N D 2 GI m(A] GO.® + yNAN O$. MUO W2O-1 N O D N O v ONF" 1R9-11 > R9-11 ��c5>p Om Ammo R � mZSN io >Aa:Z m m O pp A PREVAI LI NG WAGE RATES 640 Pressure Zone PRV North/Bond A - 12 December 14, 2017 Project Number: W20055 Page 1 of 18 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: 01/09/2018 County Trade Job Classification Wa a Holida Overtime Note King Asbestos Abatement Workers Journey Level $46.57 5D 1 H King Boilermakers Journey Level $64.54 5N 1C King Brick Mason Journey Level $55.82 5A 1M King Brick Mason Pointer-Caulker-Cleaner $55.82 5A 1M King Building Service Employees Janitor $23.73 5S 2F King Building Service Employees Traveling Waxer/Shampooer $24.18 5S 2F King Building Service Employees Window Cleaner (Non- $27.23 5S 2F Scaffold) King Building Service Employees Window Cleaner (Scaffold) $28.13 5S 2F King Cabinet Makers (In Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $57.18 5D 4C King Carpenters Bridge, Dock And Wharf $57.18 5D 4C Carpenters King Carpenters Carpenter $57.18 5D 4C King Carpenters Carpenters on Stationary Tools $57.31 5D 4C King Carpenters Creosoted Material $57.28 5D 4C King Carpenters Floor Finisher $57.18 5D 4C King Carpenters Floor Layer $57.18 5D 4C King Carpenters Scaffold Erector $57.18 5D 4C King Cement Masons Journey Level $57.21 7A 1M King Divers Et Tenders Bell/Vehicle or Submersible $110.54 5D 4C Operator (Not Under Pressure) King Divers Et Tenders Dive Supervisor/Master $72.971 5D 4C King Divers Et Tenders Diver $110.54 5D 4C 8V King Divers Et Tenders Diver On Standby $67.97 5D 4C King Divers Et Tenders Diver Tender $61.65 5D 4C King Divers Et Tenders Manifold Operator $61.65 5D 4C King Divers Et Tenders Manifold Operator Mixed Gas $66.65 5D 4C King Divers It Tenders Remote Operated Vehicle $61.65 5D 4C Operator/Technician King IDivers 8t Tenders 1 $57.431 5A I 4C Page 2 of 18 Remote Operated Vehicle Tender King Dredge Workers Assistant Engineer $56.44 5D 3F King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F King Dredge Workers Boatmen $56.44 5D 3F King Dredge Workers Engineer Welder $57.51 5D 3F King Dredge Workers Leverman, Hydraulic $58.67 5D 3F King Dredge Workers Mates $56.44 5D 3F King Dredge Workers Oiler $56.00 5D 3F King Drywall Applicator Journey Level $56.78 5D 1 H King Drywall Tapers Journey Level $57.43 5P 1 E King Electrical Fixture Maintenance Journey Level $27.99 5L 1 E Workers King Electricians - Inside Cable Splicer $73.20 7C 4E King Electricians - Inside Cable Splicer (tunnel) $78.59 7C 4E King Electricians - Inside Certified Welder $70.75 7C 4E King Electricians - Inside Certified Welder (tunnel) $75.89 7C 4E King Electricians - Inside Construction Stock Person $38.69 7C 4E King Electricians - Inside Journey Level $68.30 7C 4E King Electricians - Inside Journey Level (tunnel) $73.20 7C 4E King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powerline Cable Splicer $73.93 5A 4D Construction King Electricians - Powerline Certified Line Welder $67.60 5A 4D Construction King Electricians - Powerline Groundperson $45.49 5A 4D Construction King Electricians - Powerline Heavy Line Equipment $67.60 5A 4D Construction Operator King Electricians - Powerline Journey Level Lineperson $67.60 5A 4D Construction King Electricians - Powerline Line Equipment Operator $57.02 5A 4D Construction King Electricians - Powerline Pole Sprayer $67.60 5A 4D Construction King Electricians - Powerline Powderperson $50.76 5A 4D Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $88.36 7D 4A King Elevator Constructors Mechanic In Charge $95.41 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $17.20 5B 1R Products Work Only King Fence Erectors Fence Erector $15.18 1 King FIa _ers Journey Level $39.48 7A 31 King Glaziers Journey Level $60.56 7L 1 y King Heat Et Frost Insulators And Journeyman $67.93 5J 4H Asbestos Workers _��__ __ ♦ �__�___ __ ____ -__ _i __a i____ ___ _ _ _._._ �__.__ .a� _ __ _ _ ___._ _ _____ - .� a w /.�e�a - Page 3of18 King IHeating Equipment Mechanics Journey Level $78.171 7F I 1E King Hod Carriers Et Mason Tenders Journey Level $48.02 7A 31 King Industrial Power Vacuum Journey Level $11.00 1 Cleaner King Inland Boatmen Boat Operator $59.86 5B 1 K King Inland Boatmen Cook $56.181 5B 1 K King Inland Boatmen Deckhand $56.18 5B 1K King Inland Boatmen Deckhand Engineer $57.26 5B 1 K King Inland Boatmen Launch Operator $58.59 5B 1 K King Inland Boatmen Mate $58.59 5B 1 K King Inspection/Cleaning/Sealing Cleaner Operator, Foamer $31.49 1 Of Sewer Et Water Systems By Operator Remote Control King Inspection/Cleaning/Sealing Grout Truck Operator $11.48 1 Of Sewer a Water Systems By Remote Control King Inspection/Cleaning/Sealing Head Operator $24.91 1 Of Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Technician $19.33 1 Of Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Tv Truck Operator $20.45 1 Of Sewer 8 Water Systems By Remote Control King Insulation Applicators Journey Level $57.18 5D 4C King Ironworkers Journeyman $66.681 7N 10 King Laborers Air, Gas Or Electric Vibrating $46.57 7A 31 Screed King Laborers Airtrac Drill Operator $48.02 7A 31 King Laborers Ballast Regular Machine $46.57 7A 31 King Laborers Batch Weighman $39.48 7A 31 King Laborers Brick Pavers $46.57 7A 31 King Laborers Brush Cutter $46.57 7A 31 King Laborers Brush Hog Feeder $46.57 7A 31 King Laborers Burner $46.57 7A 31 King Laborers Caisson Worker $48.02 7A 31 King Laborers Carpenter Tender $46.57 7A 31 King Laborers Caulker $46.57 7A 31 King Laborers Cement Dumper-paving $47.44 7A 31 King Laborers Cement Finisher Tender $46.57 7A 31 King Laborers Change House Or Dry Shack $46.57 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $46.57 7A 31 King Laborers Chipping Gun(30 Lbs. And $47.44 7A 31 Over) King Laborers Choker Setter $46.57 7A 31 King Laborers Chuck Tender $46.57 7A 31 King Laborers Clary Power Spreader $47.44 7A 31 Page 4 of IS King Laborers Clean-up Laborer 1 $46.571 7A 1 31 King Laborers Concrete Dumper/chute $47.44 7A 31 Operator King Laborers Concrete Form Stripper $46.57 7A 31 `King Laborers Concrete Placement Crew $47.44 7A 31 King Laborers Concrete Saw Operator/core $47.44 7A 31 Driller King Laborers Crusher Feeder $39.48 7A 31 King Laborers Curing Laborer $46.57 7A 31 King Laborers Demolition: Wrecking & $46.57 7A 31 Moving (incl. Charred Material) King Laborers Ditch Digger $46.57 7A 31 King Laborers Diver $48.02 7A 31 King Laborers Drill Operator $47.44 7A 31 (hydraulic,diamond) King Laborers Dry Stack Walls $46.57 7A 31 King Laborers Dump Person $46.57 7A 31 King Laborers Epoxy Technician $46.57 7A 31 King Laborers Erosion Control Worker $46.57 7A 31 King Laborers Faller Ft Bucker Chain Saw $47.44 7A 31 King Laborers Fine Graders $46.57 7A 31 King Laborers Firewatch $39.48 7A 31 King Laborers Form Setter $46.57 7A 31 King Laborers Gabian Basket Builders $46.57 7A 31 King Laborers General Laborer $46.57 7A 31 King Laborers Grade Checker Et Transit $48.02 7A 31 Person King Laborers Grinders $46.57 7A 31 King Laborers Grout Machine Tender $46.57 7A 31 King Laborers Groutmen (pressure)including $47.44 7A 31 Post Tension Beams King Laborers Guardrail Erector $46.57 7A 31 King Laborers Hazardous Waste Worker $48.02 7A 31 (level A) King Laborers Hazardous Waste Worker $47.44 7A 31 (level B) King Laborers Hazardous Waste Worker $46.57 7A 31 (level C) King Laborers High Scaler $48.02 7A 31 King Laborers Jackhammer $47.44 7A 31 King Laborers Laserbeam Operator $47.44 7A 31 King Laborers Maintenance Person $46.57 7A 31 King Laborers Manhole Builder-mudman $47.44 7A 31 King Laborers Material Yard Person $46.57 7A 31 King Laborers Motorman-dinky Locomotive $47.44 7A 31 King Laborers Nozzleman (concrete Pump, $47.44 7A 31 Green Cutter When Using i ' /1 A /^f111 -7 Page 5of18 Combination Of High Pressure Air Et Water On Concrete It Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $47.44 7A 31 King Laborers Pilot Car $39.48 7A 31 King Laborers Pipe Layer Lead $48.02 7A 31 King Laborers Pipe Layer/tailor $47.44 7A 31 King Laborers Pipe Pot Tender $47.44 7A 31 King Laborers Pipe Reliner $47.44 7A 31 King Laborers Pipe Wrapper $47.44 7A 31 King Laborers Pot Tender $46.57 7A 31 King Laborers Powderman $48.02 7A 31 King Laborers Powderman's Helper $46.571 7A 31 King Laborers Power Jacks $47.44 7A 31 King Laborers Railroad Spike Puller - Power $47.44 7A 31 King Laborers Raker-Asphalt $48.02 7A 31 King Laborers Re-timberman $48.02 7A 31 King Laborers Remote Equipment Operator $47.44 7A 31 King Laborers Rigger/signal Person $47.44 7A 31 King Laborers Rip Rap Person $46.57 7A 31 King Laborers Rivet Buster $47.441 7A 31 King Laborers Rodder $47.441 7A 31 King Laborers Scaffold Erector $46.57 7A 31 King Laborers Scale Person $46.57 7A 31 King Laborers Sloper (over 20") $47.44 7A 31 King Laborers Sloper Sprayer $46.57 7A 31 King Laborers Spreader (concrete) $47.44 7A 31 King Laborers Stake Hopper $46.57 7A 31 King Laborers Stock Piler $46.57 7A 31 King Laborers Tamper Ft Similar Electric, Air $47.44 7A 31 Et Gas Operated Tools King Laborers Tamper (multiple Ft Self- $47.44 7A 31 propelled) King Laborers Timber Person - Sewer $47.44 7A 31 (lagger, Shorer 8 Cribber) King Laborers Toolroom Person (at Jobsite) $46.571 7A 31 King Laborers Topper $46.57 7A 31 King Laborers Track Laborer $46.57 7A 31 King Laborers Track Liner (power) $47.44 7A 31 King Laborers Traffic Control Laborer $42.22 7A 31 8R King Laborers Traffic Control Supervisor $42.22 7A 31 8R King Laborers Truck Spotter $46.57 7A 31 King Laborers Tugger Operator $47.44 7A 31 King Laborers Tunnel Work-Compressed Air $92.60 7A 31 Worker 0-30 psi King Laborers 1 $97.63 7A 1 31 1 8S ._.-r _: r.-•-_•-'--'---� I---- -.n,---'- -' Page b of 18 Tunnel Work-Compressed Air Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $101.31 7A 31 8�( Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $107.01 7A 31 Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $109.13 7A 31 8�C Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $114.23 7A 31 Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $116.13 7A 31 Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $118.13 7A 31 Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $120.13 7A 31 Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $48.12 7A 31 Tender King Laborers Tunnel Work-Miner $48.12 7A 31 King Laborers Vibrator $47.44 7A 31 King Laborers Vinyl Seamer $46.57 7A 31 King Laborers Watchman $35.88 7A 31 -King Laborers Welder $47.441 7A 31 King Laborers Well Point Laborer $47.44 7A 31 King Laborers Window Washer/cleaner $35.88 7A 31 King Laborers - Underground Sewer General Laborer &Topman $46.57 7A 31 8t Water King Laborers - Underground Sewer Pipe Layer $47.44 7A 31 Ft Water King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers King Landscape Construction Landscape Equipment $28.17 1 Operators Or Truck Drivers King Landscape Construction Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $56.78 5D 1H King Marble Setters Journey Level $55.82 5A 1M King Metal Fabrication (ln Shop) Fitter $15.86 1 King Metal Fabrication In Shop) Laborer $11.00 1 King Metal Fabrication (ln Shop) Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication LShop) Welder $15.48 1 -King Millwright Journey Level $58.68 5D 4C King Modular Buildings Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 King Modular Buildings Plumber $11.56 1 "King Modular Buildings Production Worker $11.00 1 .I....I�..../..r.,1ni-,.,.-.1-1..... 1 -1/1 n /-Intl -7 Page 7of18 King Modular Buildings Tool Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 King Modular Buildings Welder $11.56 1 King Painters Journey Level $41.60 6Z 2B King Pile Driver Crew Tender $52.37 5D 4C King Pile Driver Hyperbaric Worker - $71.35 5D 4C Compressed Air Worker 0-30.00 PSI King Pile Driver Hyperbaric Worker - $76.35 5D 4C Compressed Air Worker 30.01 - 44.00 PSI King Pile Driver Hyperbaric Worker - $80.35 5D 4C Compressed Air Worker 44.01 - 54.00 PSI King Pile Driver Hyperbaric Worker - $85.35 5D 4C Compressed Air Worker 54.01 - 60.00 PSI King Pile Driver Hyperbaric Worker - $87.85 5D 4C Compressed Air Worker 60.01 - 64.00 PSI King Pile Driver Hyperbaric Worker - $92.85 5D 4C Compressed Air Worker 64.01 - 68.00 PSI King Pile Driver Hyperbaric Worker - $94.85 5D 4C Compressed Air Worker 68.01 - 70.00 PSI King Pile Driver Hyperbaric Worker - $96.85 5D 4C Compressed Air Worker 70.01 - 72.00 PSI King Pile Driver Hyperbaric Worker - $98.85 5D 4C Compressed Air Worker 72.01 - 74.00 PSI King Pile Driver Journey Level $57.43 5D 4C King Plasterers Journey Level $54.89 7� 1 R King Playground 8t Park Equipment Journey Level $11.00 1 Insta[lers King Plumbers Et Pipefitters Journey Level $79.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $60.491 7A 3C 8P King Power Equipment Operators Assistant Engineer $56.90 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $59.96 7A 3C 8P King Power Equipment Operators Batch Plant Operator, $59.96 7A 3C 8P Concrete King Power Equipment Operators Bobcat $56.901 7A 3C 8P King Power Equipment Operators Brokk - Remote Demolition $56.90 7A 3C 8P Equipment King Power Equipment Operators Brooms $56.90 7A 3C 8P King Power Equipment Operators Bump Cutter $59.96 7A 3C 8P King Power Equipment Operators Cableways $60.49 7A 3C 8P King Power Equipment Operators Chipper $59.96 7A 3C 8P King Power Equipment Operators Compressor $56.90 7A 3C 8P L.L L.-.... !/C....♦_.-...... ...... ......./I...:f....-�.�1__1-..._ f._.-..l A!___1__1_..._ __�.. r � /y w /��a� Page 8 of 18 King Power Equipment Operators Concrete Pump: Truck Mount $60.49 7A 3C 8P With Boom Attachment Over 42 M King Power Equipment Operators Concrete Finish Machine -laser $56.90 7A 3C 8P Screed King Power Equipment Operators Concrete Pump - Mounted Or $59.49 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $59.96 7A 3C 8P With Boom Attachment Up To 42 m King Power Equipment Operators Conveyors $59.49 7A 3C 8P King Power Equipment Operators Cranes Friction: 200 tons and $62.33 7A 3C 8P over King Power Equipment Operators Cranes: 20 Tons Through 44 $59.96 7A 3C 8P Tons With Attachments King Power Equipment Operators Cranes: 100 Tons Through 199 $61.10 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P 250' of boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or $62.33 7A 3C 8P 300' of boom including jib with attachments King Power Equipment Operators Cranes: 45 Tons Through 99 $60.49 7A 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $56.90 7A 3C 8P Under King Power Equipment Operators Cranes: Friction cranes $61.72 7A 3C 8P through 199 tons King Power Equipment Operators Cranes: Through 19 Tons With $59.49 7A 3C 8P Attachments A-frame Over 10 Tons King Power Equipment Operators Crusher $59.96 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches $59.96 7A 3C 8P (power) King Power Equipment Operators Derricks, On Building Work $60.49 7A 3C 8P King Power Equipment Operators Dozers D-9 Et Under $59.491 7A 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck $59.49 7A 3C 8P Or Crane Mount King Power Equipment Operators Drilling Machine $61.10 7A 3C 8P King Power Equipment Operators Elevator And Man-lift: $56.90 7A 3C 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell $59.96 7A 3C 8P And Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $59.49 7A j 3C 8P With Attachments i n/1 A 1-1 Ili '7 Page 9 of 18 King Power Equipment Operators Forklifts: Under 3000 Lbs. $56.90 7A 3C 8P With Attachments King Power Equipment Operators Grade Engineer: Using Blue $59.96 7A 3C 8P Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/stakeman $56.90 7A 3C 8P King Power Equipment Operators Guardrail Punch $59.96 7A 3C 8P King Power Equipment Operators Hard Tail End Dump $60.49 7A 3C 813 Articulating Off- Road Equipment 45 Yards. Ft Over King Power Equipment Operators Hard Tail End Dump $59.96 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/directional Drill $59.49 7A 3C 8P Locator King Power Equipment Operators Horizontal/directional Drill $59.96 7A 3C 813 Operator King Power Equipment Operators Hydralifts/boom Trucks Over $59.49 7A 3C 8P 10 Tons King Power Equipment Operators Hydralifts/boom Trucks, 10 $56.90 7A 3C 813 Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. Ft $61.10 7A 3C 8P Over King Power Equipment Operators Loader, Overhead, 6 Yards. $60.49 7A 3C 8P But Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $59.96 7A 3C 813 Yards King Power Equipment Operators Loaders, Plant Feed $59.96 7A 3C 8P King Power Equipment Operators Loaders: Elevating Type Belt $59.49 7A 3C 8P King Power Equipment Operators Locomotives, All $59.96 7A 3C 8P King Power Equipment Operators Material Transfer Device $59.96 7A 3C 8P King Power Equipment Operators Mechanics, All (leadmen - $61.10 7A 3C 8P $0.50 Per Hour Over Mechanic) King Power Equipment Operators Motor Patrol Graders $60.49 7A 3C 8P King Power Equipment Operators Mucking Machine, Mole, $60.49 7A 3C 8P f Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $56.90 7A 3C 8P Distribution Ft Mulch Seeding Operator King Power Equipment Operators Outside Hoists (elevators And $59.49 7A 3C 8P Manlifts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type Crane: $59.96 7A 3C 8P 20 Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 $61.10 7A 3C 8P Tons And Over King Power Equipment Operators Overhead, Bridge Type: 45 $60.49 7A 3C 8P Tons Through 99 Tons King Power Equipment Operators Pavement Breaker $56.90 7A 3C 813 King Power Equipment Operators Pile Driver (other Than Crane $59.96 7A 3C 8P Mount) L,4-�--. /1r--4.--. ... .....,/1..:/...... -1--1.... / Sal � ^fig w 1-1ni-7 Page 10 of 18 "King Power Equipment Operators Plant Oiler - Asphalt, Crusher $59.491 7A 3C 8P King Power Equipment Operators Posthole Digger, Mechanical $56.90 7A 3C 8P King Power Equipment Operators Power Plant $56.90 7A 3C 8P King Power Equipment Operators Pumps - Water $56.90 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P King Power Equipment Operators Quick Tower - No Cab, Under $56.90 7A 3C 8P 100 Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On $60.49 7A 3C 8P Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And Bellman $56.90 7A 3C 8P King Power Equipment Operators Rigger/Signal Person, Bellman $59.49 7A 3C 8P (Certified) King Power Equipment Operators Rollagon $60.49 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $56.90 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P Materials King Power Equipment Operators Roto-mill, Roto-grinder $59.96 7A 3C 8P King Power Equipment Operators Saws - Concrete $59.49 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $59.96 7A 3C 8P 45 Yards King Power Equipment Operators Scrapers - Concrete It Carry $59.49 7A 3C 8P All King Power Equipment Operators Scrapers, Self-propelled: 45 $60.49 7A 3C 8P Yards And Over King Power Equipment Operators Service Engineers - Equipment $59.49 7A 3C 8P King Power Equipment Operators Shotcrete/gunite Equipment $56.90 7A 3C 8P King Power Equipment Operators Shovel , Excavator, Backhoe, $59.49 7A 3C 8P Tractors Under 15 Metric Tons. King Power Equipment Operators Shovel, Excavator, Backhoe: $60.49 7A 3C 8P Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $59.96 7A 3C 8P Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $61.10 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $61.72 7A 3C 8P Over 90 Metric Tons King Power Equipment Operators Stipform Pavers $60.49 7A 3C 8P King Power Equipment Operators Spreader, Topsider Et $60.49 7A 3C 8P Screedman King Power Equipment Operators Subgrader Trimmer $59.96 7A 3C 8P King Power Equipment Operators Tower Bucket Elevators $59.491 7A 3C 8P King Power Equipment Operators Tower Crane Up To 175' In $61.10 7A 3C 8P Height Base To Boom King Power Equipment Operators $61.72 7A 3C 8P kf+roc• //fe%t,+rocc %AIn ei-.v/Ini/%eiMn,nIele.1i1 in vacr.v 17/IA /7fl17 Page 11 of 18 Tower Crane: over 175' through 250' in height, base to boom King Power Equipment Operators Tower Cranes: over 250' in $62.33 7A 3C 8P height from base to boom King Power Equipment Operators Transporters, All Track Or $60.49 7A 3C 8P Truck Type King Power Equipment Operators Trenching Machines $59.49 7A 3C 8P King Power Equipment Operators Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P Tons And Over King Power Equipment Operators Truck Crane Oiler/driver $59.49 7A 3C 8P Under 100 Tons King Power Equipment Operators Truck Mount Portable $59.96 7A 3C 8P Conveyor King Power Equipment Operators Welder $60.49 7A 3C 8P King Power Equipment Operators Wheel Tractors, Farman Type $56.90 7A 3C 8P King Power Equipment Operators Yo Yo Pay Dozer $59.961 7A 3C 8P King Power Equipment Operators- Asphalt Plant Operators $60.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $56.90 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $59.96 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, $59.96 7A 3C 8P Underground Sewer Et Water Concrete King Power Equipment Operators- Bobcat $56.90 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $56.90 7A 3C 8P Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $56.90 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Bump Cutter $59.96 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cableways $60.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Chipper $59.96 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Compressor $56.90 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount $60.49 7A 3C 8P Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Finish Machine -laser $56.90 7A 3C 8P Underground Sewer Et Water Screed King Power Equipment Operators- Concrete Pump - Mounted Or $59.49 7A 3C 8P Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators- Concrete Pump: Truck Mount $59.96 7A 3C 8P Underground Sewer Et Water With Boom Attachment Up To 42m King Conveyors $59.49 7A 3C 8P hti-nc•//fnrtracc wra =cnv 1 111 A/'M1 7 Page 12 of 18 Power Equipment Operators- Underground Sewer Et Water King Power Equipment Operators- Cranes Friction: 200 tons and $62.33 7A 3C 8P Underground Sewer Et Water over King Power Equipment Operators- Cranes: 20 Tons Through 44 $59.96 7A 3C 8P Underground Sewer Et Water Tons With Attachments King Power Equipment Operators- Cranes: 100 Tons Through 199 $61.10 7A 3C 8P Underground Sewer &t Water Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators- Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P Underground Sewer &Water 250' of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or $62.33 7A 3C 8P Underground Sewer Et Water 300' of boom including jib with attachments King Power Equipment Operators Cranes: 45 Tons Through 99 $60.49 7A 3C 8P Underground Sewer Ft Water Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $56.90 7A 3C 8P Underground Sewer Et Water Under King Power Equipment Operators- Cranes: Friction cranes $61.72 7A 3C 8P Underground Sewer >:t Water through 199 tons King Power Equipment Operators- Cranes: Through 19 Tons With $59.49 7A 3C 8P Underground Sewer Et Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $59.96 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/deck Winches $59.96 7A 3C 8P Underground Sewer &t Water (power) King Power Equipment Operators- Derricks, On Building Work $60.49 7A 3C 8P Underground Sewer Ft Water King Power Equipment Operators- Dozers D-9 Ft Under $59.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck $59.49 7A 3C 8P Underground Sewer Et Water Or Crane Mount King Power Equipment Operators- Drilling Machine $61.10 7A 3C 8P Underground Sewer Ft Water King Power Equipment Operators- Elevator And Man-lift: $56.90 7A 3C 8P Underground Sewer Et Water Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell $59.96 7A 3C 8P Underground Sewer Ft Water And Gamaco Ft Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over $59.49 7A 3C 8P Underground Sewer Et Water With Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. $56.90 7A 3C 8P Underground Sewer Ft Water With Attachments King Power Equipment Operators- Grade Engineer: Using Blue $59.96 7A 3C 8P Underground Sewer Ft Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/stakeman $56.90 7A 3C 8P Underground Sewer Ft Water ki-tnc- //fnrf-rocc %A#n nnv/Ini/tiaran mIr%^L i in/nmi1A/mnolnnlii in menu i I/I d/ )nl -7 Page 13 of 18 King Power Equipment Operators- Guardrail Punch $59.96 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump $60.49 7A 3C 8P Underground Sewer Et Water Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump $59.96 7A 3C 8P Underground Sewer Et Water Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/directional Drill $59.49 7A 3C 8P Underground Sewer Et Water Locator King Power Equipment Operators- Horizontal/directional Drill $59.96 7A 3C 8P Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/boom Trucks Over $59.49 7A 3C 8P Underground Sewer Et Water 10 Tons King Power Equipment Operators- Hydralifts/boom Trucks, 10 $56.90 7A 3C 8P Underground Sewer Et Water Tons And Under King Power Equipment Operators- Loader, Overhead 8 Yards. Et $61.10 7A 3C 8P Underground Sewer Et Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards. $60.49 7A 3C 8P Underground Sewer Et Water But Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $59.96 7A 3C 8P Underground Sewer Et Water Yards King Power Equipment Operators- Loaders, Plant Feed $59.96 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $59.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $59.96 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $59.96 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mechanics, All (leadmen - $61.10 7A 3C 8P Underground Sewer Et Water $0.50 Per Hour Over Mechanic) King Power Equipment Operators- Motor Patrol Graders $60.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, $60.49 7A 3C 8P Underground Sewer Et Water Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $56.90 7A 3C 8P Underground Sewer Et Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (elevators And $59.49 7A 3C 8P Underground Sewer Et Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type Crane: $59.96 7A 3C 8P Underground Sewer Et Water 20 Tons Through 44 Tons King Power Equipment Operators- Overhead, Bridge Type: 100 $61.10 7A 3C 8P Underground Sewer Et Water Tons And Over King Power Equipment Operators- Overhead, Bridge Type: 45 $60.49 7A 3C 8P Underground Sewer Et Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $56.90 7A 3C 8P Underground Sewer 8t Water King 1 $59.961 7A 3C I 8P L 11__-_ //G___L____- ____ --_ _l I__ I_ _- _ _I _ _ I _ I _ .�• . � w •� � •w w� � Page 14 of 18 Power Equipment Operators- Pile Driver (other Than Crane Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler -Asphalt, Crusher $59.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $56.90 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Power Plant $56.90 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $56.90 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quick Tower - No Cab, Under $56.90 7A 3C 8P Underground Sewer a Water 100 Feet In Height Based To Boom King Power Equipment Operators- Remote Control Operator On $60.49 7A 3C 8P ; Underground Sewer Et Water Rubber Tired Earth Moving Equipment "King Power Equipment Operators- Rigger And Bellman $56.90 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Rigger/Signal Person, Bellman $59.49 7A 3C 8P Underground Sewer Et Water (Certified) :King Power Equipment Operators- Rollagon $60.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $56.90 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P Underground Sewer Et Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $59.96 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $59.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under $59.96 7A 3C 8P Underground Sewer Et Water 45 Yards King Power Equipment Operators- Scrapers - Concrete Et Carry $59.49 7A 3C 8P Underground Sewer Et Water All King Power Equipment Operators- Scrapers, Self-propelled: 45 $60.49 7A 3C 8P Underground Sewer Et Water Yards And Over King Power Equipment Operators- Service Engineers - Equipment $59.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shotcrete/gunite Equipment $56.90 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $59.49 7A 3C 8P Underground Sewer Et Water Tractors Under 15 Metric Tons. King Power Equipment Operators- Shovel, Excavator, Backhoe: $60.49 7A 3C 8P Underground Sewer Et Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $59.96 7A 3C 8P Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- $61.10 7A 3C 8P Underground Sewer Et Water .. ,/I.-.: -/...-..SAI-.....I....L.... 1 ']/1A /-If'11 -7 Page 15 of 18 Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $61.72 7A 3C 8P Underground Sewer Et Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $60.49 7A 3C 8P Underground Sewer Ft Water King Power Equipment Operators- Spreader, Topsider Et $60.49 7A 3C 8P Underground Sewer Et Water Screedman King Power Equipment Operators- Subgrader Trimmer $59.96 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $59.49 7A 3C 813 Underground Sewer Et Water King Power Equipment Operators- Tower Crane Up To 175' In $61.10 7A 3C 8P Underground Sewer Et Water Height Base To Boom King Power Equipment Operators- Tower Crane: over 175' $61.72 7A 3C 8P Underground Sewer £t Water through 250' in height, base to boom King Power Equipment Operators- Tower Cranes: over 250' in $62.33 7A 3C 8P Underground Sewer Et Water height from base to boom King Power Equipment Operators- Transporters, All Track Or $60.49 7A 3C 8P Underground Sewer Et Water Truck Type King Power Equipment Operators- Trenching Machines $59.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P Underground Sewer Et Water Tons And Over King Power Equipment Operators- Truck Crane Oiler/driver $59.49 7A 3C 8P Underground Sewer Et Water Under 100 Tons King Power Equipment Operators- Truck Mount Portable $59.96 7A 3C 8P Underground Sewer Et Water Conveyor King Power Equipment Operators- Welder $60.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farman Type $56.90 7A 3C 8P Underground Sewer 8t Water King Power Equipment Operators- Yo Yo Pay Dozer $59.96 7A 3C 8P Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $48.54 5A 4A Trimmers King Power Line Clearance Tree Spray Person $46.03 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $48.54 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $43.32 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $32.68 5A 4A Trimmers King Refrigeration Et Air Journey Level $75.36 6Z 1G Conditioning Mechanics King Residential Brick Mason Journey Level $55.82 5A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 L.LL....... I I L..-L.-___ ...- --..11-: /...-_.-I--I-..- I-._.A•I_--I- -I_____ -- Page 16 of 18 King Residential Drywall Journey Level $42.86 5D 4C Applicators King Residential Dr wall Tapers Journey Level $57.43 5P 1E King Residential Electricians Journey Level $30.44 1 King Residential Glaziers Journey Level $40.25 7L 1 H King Residential Insulation Journey Level $26.28 1 Applicators King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 King Residential Plumbers Et Journey Level $34.69 1 Pipefitters (King Residential Refrigeration Et Air Journey Level $75.36 6Z 1G Conditioning Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $44.56 7F 111 Workers King Residential Soft Floor Lavers Journey Level $47.61 5A 3D King Residential Sprinkler Fitters Journey Level $44.98 5C 211 (Fire Protection} King Residential Stone Masons Journey Level $55.82 5A 1 M King Residential Terrazzo Workers Journey Level $51.36 5A 1 M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $20.00 1 King Roofers Journey Level $49.27 5A 3H King Roofers Using Irritable Bituminous $52.27 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $78.17 7F 1E King Shipbuilding Et Ship Repair Boilermaker $43.311 7M 1 H King Shipbuilding Et Ship Repair Carpenter $41.06 7T 2B King Shipbuilding Et Ship Repair Electrician $42.07 7T 4B King Shipbuilding Et Ship Repair Heat Et Frost Insulator $67.93 5J 4H King Shipbuilding Et Ship Repair Laborer $41.99 7T 4B King Shipbuilding Et Ship Repair Machinist $42.00 7T 4B King Shipbuilding Et Ship Repair Operator $41.95 7T 4B King Shipbuilding Et Ship Repair Painter $42.00 7T 4B King Shipbuilding Et Ship Repair Pipefitter $41.96 7T 4B King Shipbuilding Et Ship Repair Rigger $42.05 7T 4B King Shipbuilding Et Ship Repair Sheet Metal $41.98 7T 4B King Shipbuilding Et Ship Repair Shipfitter $42.05 7T 4B King Shipbuilding Et Ship Repair Trucker $41.91 7T 46 -.King Shipbuilding Et Ship Repair Warehouse $41.94 7T 4B King Shipbuilding Et Ship Repair Welder/Burner $42.05 7T 4B King Sign Makers Et Installers Sign Installer $22.92 1 (Electrical} King Si n Makers Et Installers Sign Maker $21.36 1 (Electrical) h��rn• Ilfn.rl-ronn u � �� r/�ri/ xr��o����irIrrv�A/��DI�n.Iir �nrw 1 1A /7r11 -7 Page 17 of 18 King N�jectdcaU g,n_Makers Et Installers (Non- Sign Installer $27.28 King Sin Makers Et Installers Non- Sign Maker $33.25 1 Electrical King Soft Floor Lavers Journey Level $47.61 5A 3D King Solar Controls For Windows Journey Level $12.44 1 King Sprinkler Fitters (Fire Journey Level $74.49 5C 1X Protection) King Stare Rigging Mechanics (Non Journey Level $13.23 1 Structural) King Stone Masons Journey Level $55.82 5A 1M King Street And Parking, Lot Journey Level $19.09 1 Sweeper Workers King Surveyors Assistant Construction Site $59.49 7A 3C 8P Surveyor King Surveyors Chainman $58.93 7A 3C 8P King Surveyors Construction Site Surveyor $60.49 7A 3C 8P King Telecommunication Journey Level $22.76 1 Technicians King Telephone Line Construction - Cable Splicer $38.84 5A 2B Outside King Telephone Line Construction - Hole Digger/Ground Person $21.45 5A 22B Outside King Telephone Line Construction - Installer (Repairer) $37.21 5A 2B Outside King Telephone Line Construction - Special Aparatus Installer 1 $38.84 5A 2B Outside King Telephone Line Construction - Special Apparatus Installer II $38.03 5A 2B Outside King Telephone Line Construction - Telephone Equipment $38.84 5A 2B Outside Operator (Heavy) `King Telephone Line Construction - Telephone Equipment $36.09 5A 2B Outside Operator (Light) King Telephone Line Construction - Telephone Lineperson $36.09 5A 2B Outside King Telephone Line Construction - Television Groundperson $20.33 5A 2B Outside King Telephone Line Construction - Television $27.21 5A 2B Outside Lineperson/Installer King Telephone Line Construction - Television System Technician $32.55 5A 2B Outside King Telephone Line Construction - Television Technician $29.18 5A 2B Outside King Telephone Line Construction - Tree Trimmer $36.09 5A 2B Outside King Terrazzo Workers Journey Level $51.36 5A 1M King Tile Setters Journey Level $51.36 5A 1M King Tile, Marble 8t Terrazzo Finisher $42.19 5A 1 B Finishers King Traffic Control Stripers Journey Level $44.93 7A 1 K htf nc• //fnr�rocc %Ain Anil/Irni/1A1MP1DIn11I/1 ---- 1 ')/i A /'Inl 7 Page 18 of 18 King Truck Drivers Asphalt Mix Over 16 Yards (W. $52.70 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $51.86 5D 3A 8L WA-Joint Council 28) King Truck Drivers Dump Truck Et Trailer $52.70 5D 3A 8L King Truck Drivers Dump Truck (W. WA-Joint $51.86 5D 3A 8L Council 28) King Truck Drivers Other Trucks (W. WA-Joint $52.70 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $43.23 1 King Well Drillers Et Irrigation Puma Irrigation Pump Installer $17.71 1 Installers King Well Drillers Et Irrigation Pump Oiler $12.97 1 Installers King Well Drillers $ Irrigation Pump Well Driller $18.00 1 Installers {��-�rar• IIF�-1-rocr a�i� �raai/�rai/a�i�Ro����i ralrara �Alo.,ol.,.,I� ra �r�rw i 7/1 A /'7/l1 7 Benefit Code Key—Effective 8/31/2017 thru 3/2/2018 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker.On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two(2) hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two(2) hours after eight (8) regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked,except Labor Day, shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten(10)hours worked on Saturdays and the first ten(10)hours worked on a fifth calendar weekday in a four- ten hour schedule,shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two(2)hours after eight(8) regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through Saturday,Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 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. 1 Benefit Code Key—Effective 8/31/2017 thru 3/2/2018 Overtime Codes Continued 1. O. The first ten(10)hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after ten(10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays(except Christmas day)shall be paid at double the hourly rate of wage.All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays(except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer))shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek)and on Saturdays and holidays(except labor day) shall be paid at one and one-half times the hourly rate of wage.(except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day(10 in a 4 x 10 workweek)or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 Benefit Code Key—Effective 8/31/2017 thru 3/2/2018 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay.All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two(2)hours after eight(8) regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten- hour weekly schedule,either Monday thru Thursday or Tuesday thru Friday schedule,all hours worked after ten shall be paid at double the hourly rate of wage. The first eight(8)hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth,and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight(8)hours of straight time per day, or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay.Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar($1.00)per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees.Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight(8)hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C. Work performed in excess of eight(8)hours of straight time per day,or ten (10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. 3 Benefit Code Key—Effective 8/31/2017 thru 3/2/2018 Overtime Codes Continued 3. D. All hours worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday, shall be paid at a premium rate of 15%over the hourly rate of wage. All other hours worked after 6:00 am on Saturdays,shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week,once 40 hours of straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. I. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is down due to weather conditions during a five day work week(Monday through Friday,)or a four day-ten hour work week(Tuesday through Friday,)then Saturday may be worked as a voluntary make-up day at the straight time rate. However,Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve(12) hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four(4) hours of overtime after eight(8) hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two(2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday,the first twelve (12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer,the first ten(10)hours on Saturday may be worked at the straight time rate of pay.All hours worked over twelve(12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. 4 Benefit Code Key—Effective 8/31/2017 thru 3/2/2018 Overtime Codes Continued 4. D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturday,Sundays and holidays shall be paid at double the hourly rate of pay.Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations,generating plants, industrial plants, associated installations and substations,except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two(2)hours after eight(8)regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage.All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage.The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2)times the hourly rate of wage.All hours worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day,ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- day,ten hour work week,and Saturday shall be paid at one and one half(1'/2)times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday, shall be paid at a premium rate of 20%over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked,except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. Holiday Codes S. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after 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). 5 Benefit Code Key—Effective 8/31/2017 thru 3/2/2018 Holiday Codes Continued 5. D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). H. Holidays:New Year's Day, Memorial Day, Independence Day,Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays:New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day,And Christmas Day(7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,The Day Before Christmas,And Christmas Day(9). L. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays:New Year's Day,Memorial Day, Independence Day, Labor Day,Thanksgiving Day,Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day,And Christmas Day.(7 1/2). S. Paid Holidays:New Year's Day,Presidents' Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, And Christmas Day(7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,And The Day Before Or After Christmas(9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). 6. A. Paid Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half- Day On Christmas Eve Day. (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day,Veterans'Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and Christmas Eve Day(11). 6 Benefit Code Key—Effective 8/31/2017 thru 3/2/2018 Holiday Codes Continued 6. H. Paid Holidays:New Year's Day,New Year's Eve Day,Memorial Day,Independence Day, Labor Day,Thanksgiving Day,Friday After Thanksgiving Day,Christmas Day,The Day After Christmas,And A Floating Holiday(10). I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day(7). T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,The Last Working Day Before Christmas Day,And Christmas Day(9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day,Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day,Memorial Day, Independence Day, Labor Day,Veteran's Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday_ Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the last working day before Christmas day and Christmas day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 7 Benefit Code Key—Effective 8/31/2017 thru 3/2/2018 Holiday Codes Continued 7. I. Holidays: New Year's Day,President's Day, Independence Day,Memorial Day, Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,The Day Before Christmas Day And Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays:New Year's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day and Christmas Day(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day,And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day(10).If any of the listed holidays fall on Saturday,the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,Christmas Day,the Day after Christmas,and A Floating Holiday(9).If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. 8 Benefit Code Key—Effective 8/31/2017 thru 3/2/2018 Holiday Codes Continued T. Paid Holidays: New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,Christmas Day,and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C:$0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00,Level 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 D Suit$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle,and pedestrian traffic during construction operations.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.These classifications are only effective on or after August 31,2012. S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana, or Idaho.This classification is only effective on or after August 31,2012. 9 Benefit Code Key—Effective 8/31/2017 thru 3/2/2018 Note Codes Continued 8. U. Workers on hazmat projects receive additional hourly premiums as follows—Class A Suit: $2.00,Class B Suit: $1.50, And Class C Suit: $1.00.Workers performing underground work receive an additional$0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional$0.50 per hour.The premium for work suspended shall be paid for the entire shift worked. Workers who do "pioneer" work(break open a cut, build road, etc.)more than one hundred fifty(150)feet above grade elevation receive an additional$0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more.Over 50'to 100'-$2.00 per foot for each foot over 50 feet.Over 10 P to 150'-$3.00 per foot for each foot over 101 feet.Over 151'to 220'-$4.00 per foot for each foot over 220 feet. Over 22l'-$5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels)where there is no vertical ascent and is measured by the distance travelled from the entrance. 25' to 300' -$1.00 per foot from entrance. 300'to 600' -$1.50 per foot beginning at 300'.Over 600' -$2.00 per foot beginning at 600'. 10 .���, V pup II j Ii IIIIII IIIIII�Diu / / / / / / / / 1 f / / / f / / r fir / i / / / / / // / a / f / r , / / r / , / / / l / r / / r / � 1 / / / / / 0 / / / / / / r / I / r / f / / f / / / / / / / / // / // / / / r / / ""ll MIN, FRI / / / r /1 / / / / r // / I / / / / e / f /r � r f � 1 f , r / , / / / / / / / / / KENT Agenda Item: Bids - 10D WAS 141 1 G T O N TO: City Council DATE: January 16, 2018 SUBJECT: 640 Pressure Zone Pressure Reducing Valves North Project - Award MOTION: Award the 640 Pressure Zone PRV North Project to Northwest Cascade, Inc. in the amount of $1,649,774.50 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: This project consists of installing 618 individual small pressure reducing valves, varying in size from 3/4 inch to 2 inch, including site restoration, asphalt paving, cement concrete sidewalks, and other work all in accordance with the Kent Special Provisions, Technical Specifications, and WSDOT Standard Specifications. The Engineer's estimate was $2,208,800.00. EXHIBITS: Memo dated January 9, 2018 RECOMMENDED BY: Public Works Director BUDGET IMPACTS: The project will be paid for from water utility funds. AC CERTIFICATE OF LIABILITY INSURANCE DATE(MMOD"r"' 1117/2019 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Dealey, Renton &Associates alAMI Sean Kratz FAX P. O Box 12675 IArc,No Exal'510-465 3090 tAto,Ndl 510 452 2193 Oakland CA 94604-2675 ADDRESS skratz(_cDdealevrenton com INSURER(S)AFFORDING COVERAGE ) NAICp INSURER A:Lexington Ins CO 19437 INSURED _ KRAZAASSO_..... ...... .. Krazan &Associates Inc iNsugER B 215 West Dakota Avenue msuRERc Clovis CA 93612 INSURER D: INSURER .........,, INSURER F ..... ..... COVERAGES CERTIFICATE NUMBER:1631911015 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSh ;ADDCSUBR' POLICY Err 7 POLICY EXP ,m TYPE OF INSURANCE INSD MD POLICY NUMBER MMIDDII'YYY MMIODIYYYYI LIMITS COMMERCIAL GENERAL LIABILITY EACh10CCU RRENCE $ J CLAIMS MADE 1OCCUR PREMSPS(F1..,,ervcu) $ I EXP lAnv one Person) $ PERSONAL&ADVINJURY 5 GENL AGGREGi LIMY APPLIES PER GENERALAGGREGArE I$ RO POLICY JECT PRODUCTS-GOMPIOP AGO IS - OrHE'R: AUTOMOBILE LIABILITY COMBINED SINCnLE LIMIT ANY AUTO ten ucslni t BODILY INJURY(Per person) 1�AUTOS ONLY AUIFOSWNEDULED 1 BODILY INJURY(Per accident) $ HIRED WNED AUTOS ONLY AUTO ONLY I l IIParROge<RTY DAMAGE $ f `UMBRELLA LIAR OCCUR i EACH OCCURRENCE S EXCESS LIAR (CLAIMS MADE AGGREGATE r OFA RETENTION$ S WORKERS COMPENSATION PER OrH I ANDEM PLOYERS'LIABILITY YIN 1, 5TATHTE FR l ,ANYPROPRIETORIPARTNERIEXECUTIVE EL EACH ACCIDENT $ OFFICERIMEMBEREXCLJDED? ❑ NIA - - LMandatoryinNN) EL DISEASE EA EMPLOYER;$ If yes,descdbe under 7 DESCRIPTION OF OPERATIONS below E L DISEASE POLICY LIMIT $ 1 A Prelessional 028174909 10/12018 1 10/1/2019 $1 p0Uoco per Claim and Pollution $1,001 Annl Aggr, Liability DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Add fioasI Remarks Schedule,may be able ched if more space is required) KA Project#066-190171640 Pressure Zane Booster Pump Station, 13300 SE 236th Place, Kent,WA, CERTIFICATE HOLDER. CANCELLATION 30 Days Notice of Cancellation. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City Of Kent ACCORDANCE WITH THE POLICY PROVISIONS. Attn. Phil McConnell 220 4th Avenue S. AUTHORIZED REPRESENTATIVE Kent WA 98032 ';n,• ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD A4C i)P CERTIFICATE OF LIABILITY INSURANCE F DATE(MMIDDA"IYYI Ill 1 /1712019 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME .Shelalne Gonsalves (WC) Heffernan Insurance Brokers RHONE FAX -- -- 1350 Carlback Avenue ,e E MAIrr,,,L,,,„, , 925 93a 850011 f tArt NN):,925 934 8273 , , Walnut Creek, CA 94596 ADDRESS ShelaineG@hotTns corn _INSURER(SI AFFORDING COVERAGE NAIL# INSURER A:The Travelers nder lty Company Of COMEC(ICUt I 25682 INSURED KRAZ&AS,01 INSURER B:Travelers Property Casualty Company Of America 25674 Krazan &Associates, Inc, -- -- -- 215 West Dakota Avenue INSURER C' l C IDV Is, CA 93612 INSURER D INSURERS INSURER F: COVERAGES CERTIFICATE NUMBER:1134394327 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR' TYPE OF i�ADOLSrhaR -- -- POLICY Err POLICYEXP LTR lucn wvn POLICY NUMBER IMMmnrYYVYr rMMmnIVVVY� LIMITS U X COM MERCIAL GENERAL LIABILITY Y 560OF56445ATIL18 10/11201B 1 0/112 0 1 9 EACH OCCURRENCE $1000000 CLAIMS MADE I Xl OCCUR GAMAGE'ro RIENN'D I.®100 000 X PRE MM 6 S 0'a nco rrmogni, t Slop GOP.... MED EXIT IAry one Person) $5.000 X Deduc61,1e$0 PERSONAL&ADV INJURY $1 000 000 GEN L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2000000 _ ®.. �POLICY� X�KEPT LOU I I PRODUGTa-COMPIOP AGG S 2000 000 00HER $ A AUTOMOBILE LIABILITY Y a100F55445ATIL18 111111111 111112119 CCIAMNE.DSINGEL WMIR I$1000000 _ iLA aSPereap,4k ........................... . ....... J X ANY AUTO BODILY INJURY(Per person) $ i66i„ 1 OWNED SCHEDULED . � Per 'dentJ'I$ -- AUTOS ONLY AUTOS OOILV INJUR Y( ac"m .X HIRED [ X' NON OWNEDrrR(yi%EPoTVIdAMACiF .S -- AUTOS ONLY AUTOS ONLY ; (Pet aoeadanQ , B X,I UMBRELLA LIAB X OCCUR Y CUP9J2924351843 10/1/2018 10H/20ll EACH OCCURRENCE ':,S1000000.... EXCESS LIP B CLAIMS MADE AGGREGATE.. $1 000 000 LED X...ai RETENTIONA n,,,,,,,,,,, $, WORKERS COMPENSATION N ,PER Ert AND EMPLOYERS'LIABILITY (CTAIT ITL FR ANYP OPTIC REMEMBER EMEMB REXC EXCLUDED' NIA �EL EACH ACCIDENT �$ (MmdERry in NFREXCLUDED4 f rr - If ym fiery In NH) EL DISEASE-EA EMPLOYEEI$ f yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES JAC R 701,Additional Remarks Schedule,may be attached it more space is required) Re: KA Project#066-19017, Project#16-3012,640 Pressure Zane Booster Station, 13300 SE 236th Place, Kent,WA The City of Kent is included as an additional insured(primary and non-contributory)and includes product 8,completed operations an General Liability policy and additional insured(primary and non-contributory)on Automobile Liability policy per the attached endorsements,if required.The Umbrella Liability follows the General Liability policy for Additional Insured coverage as per policy forms,if required Per project aggregate is included on General Liability policy per the attached endorsement, if required. Cancellation notice endorsements for General Liability and Automobile Liability policies are attached,if required. CERTIFICATE HOLDER (CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City Of Kent ACCORDANCE WITH THE POLICY PROVISIONS. Attn Phil McConnell 220 4th Avenue 5, AUTHORIZED REPRESENTATIVE Kent, WA 98032 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD POLICY NUMBER: 6600F66446ATIL18 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. EXCLUSION - ALL PROJECTS SUBJECT TO A WRAP-UP INSURANCE PROGRAM WITH LIMITED EXCEPTIONS FOR CERTAIN ONGOING OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SELF-INSURED EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. The following exclusion is added to Paragraph 2., "property damage" occurs after the expiration Exclusions of Section I — Coverage A— Bodily of all such coverage. Injury And Property Damage Liability: The exceptions in this exclusion do not apply to This insurance does not apply to "bodily injury"or "bodily injury" or "property damage" included in "property damage" arising out of any project that the "products-completed operations hazard" even is or was subject to a "wrap-up insurance pro- if you are required to provide such coverage for grani an additional insured by a written contract or This exclusion does not apply to "bodily injury" or agreement. "property damage" arising out of your ongoing 2. The following is added to Section V — Defini- operations that: tions: a. Are being performed at any location owned "Wrap-up insurance program" means any agree- by, or rented to, you that is outside the pro- ment or arrangement, including any contractor- ject site for that project and is not covered by controlled, owner-controlled or similar insurance the "wrap-up insurance program"for that pro- program, under which some or all of the contrac- ject, or tors working on a specific project, or specific pro- b. Are punch list or warranty work, if coverage jects, are required to participate in a program to was available to the insured under the "wrap- obtain insurance that: up insurance program" for "bodily injury" or a. Includes the same or similar insurance as "property damage" arising out of your ongo- that provided by this Coverage Part: and ing operations and the "bodily injury" or b. Is issued specifically for injury or damage arising out of such project or projects. CG D3 91 03 07 0 2007 The Travelers Companies.Inc. Page 1 of 1 POLICY NUMBER: 6600F65446ATIL18 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED - WRITTEN CONTRACTS (ARCHITECTS, ENGINEERS AND SURVEYORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. The following is added to SECTION II —WHO IS plies only to such "bodily injury" or "property AN INSURED: damage'that occurs before the end of the pe- Any person or organization that you agree in a riod of time for which the "written contract re- written contract requiring insurance"to include as quiring insurance" requires you to provide an additional insured on this Coverage Part, but: such coverage or the end of the policy period, whichever is earlier. a. Only with respect to liability for "bodily injury", "property damage"or"personal Injury"; and 2. The following is added to Paragraph 4.a. of SEC- TION IV—COMMERCIAL GENERAL LIABILITY b. If, and only to the extent that, the injury or CONDITIONS: damage is caused by acts or omissions of you or your subcontractor in the performance The insurance provided to the additional insured of "your work' to which the "written contract is excess over any valid and collectible "other in- requiring insurance" applies. The person or surance", whether primary, excess, contingent or organization does not qualify as an additional on any other basis, that is available to the addi- insured with respect to the independent acts tonal insured for a loss we cover. However, if you or omissions of such person or organization. specifically agree in the "written contract requiring insurance' that this insurance provided to the ad- The insurance provided to such additional insured ditional insured under this Coverage Part must is limited as follows: apply on a primary basis or a primary and non- c. In the event that the Limits of Insurance of contributory basis, this insurance is primary to this Coverage Part shown in the Declarations "other insurance' available to the additional in- exceed the limits of liability required by the sured which covers that person or organization as "written contract requiring insurance', the in- a named insured for such loss, and we will not surance provided to the additional insured share with that 'other insurance'. But this insur- shall be limited to the limits of liability required ance provided to the additional insured still is ex- by that "written contract requiring insurance'. cess over any valid and collectible 'other insur- This endorsement shall not increase the limits ance', whether primary, excess, contingent or on of insurance described in Section III — Limits any other basis, that is available to the additional Of Insurance. insured when that person or organization is an d. This insurance does not apply to the render- additional insured under any"other insurance". ing of or failure to render any "professional 3. The following is added to SECTION IV — COM- services" or construction management errors MERCIAL GENERAL LIABILITY CONDITIONS: or omissions. Duties Of An Additional Insured e. This insurance does not apply to "bodily in- As a condition of coverage provided to the addi- jury" or "property damage' caused by "your tional insured: work' and included in the "products- completed operations hazard" unless the a. The additional insured must give us written "written contract requiring insurance' specifi- notice as soon as practicable of an 'occur- cally requires you to provide such coverage rence" or an offense which may result in a for that additional insured, and then the insur- claim. To the extent possible, such notice ance provided to the additional insured ap- should include: CIS D4 14 04 08 0 2008 The Travelers Companies, Inc, Page 1 of 2 COMMERCIAL GENERAL LIABILITY I. How, when and where the 'occurrence" any provider of other insurance which would or offense took place; cover the additional insured for a loss we ii. The names and addresses of any injured cover. However, this condition does not affect persons and witnesses; and whether this insurance provided to the addi- iii. The nature and location of any injury or tional insured is primary to that other insur- damage arising out of the occurrence" or ance available to the additional insured which offense. covers that person or organization as a named insured. III If a claim is made or "suit" is brought against the additional insured, the additional insured 4. The following is added to the DEFINITIONS Sec- must tion: I. Immediately record the specifics of the "Written contract requiring insurance" means that claim or"suit"and the date received; and part of any written contract or agreement under ii. Notify us as soon as practicable. which you are required to include a person or or- ganization as an additional insured on this Cover- The additional insured must see to it that we age Part, provided that the "bodily injury" and receive written notice of the claim or "suit" as "property damage" occurs and the "personal in- soon as practicable. jury" is caused by an offense committed: c. The additional insured must immediately send a. After the signing and execution of the contract us copies of all legal papers received in con- or agreement by you; nection with the claim or"suit', cooperate with b. While that part of the contract or agreement is us in the investigation or settlement of the in effect; and claim or defense against the "suit', and oth- erwise comply with all policy conditions. c. Before the end of the policy period. d. The additional insured must tender the de- fense and indemnity of any claim or "suit' to Page 2 of 2 ©200H The Travelers Companies, Inc.. CG D4 14 04 08 COMMERCIAL AUTO POLICY NUMBER: 810OF55445ATIL18 ISSUE DATE. - - THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - PRIMARY AND NON!-CONTRIBUTORY WITH OTHER INSURANCE This endorsement modifies insurance provided by the following: BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by this endorsement. SCHEDULED PERSONS OR ORGANIZATIONS The City of Kent PROVISIONS A. The fallnwing is added to Paragraph c. in A. 1., B. The fallnwing is added to Paragraph 5., Other Who Is An Insured, of SECTION II-LIABILITY Insurance, in B. General Conditions of SEC- COVERAGE: TION IV—BUSINESS AUTO CONDITIONS: Any person or organization shown above who is Regardless of the provisions of paragraph a. and required under a written contract or agreement paragraph d. of this part 5. Other Insurance, if between you and that person or organization, that the scheduled person or organization shown is signed and executed by you before the "bodily above has other insurance under which it is the injury" or "property damage" occurs and that is in first named insured and that insurance also ap- effect during the policy period, to be named as an plies, then this insurance is primary to and non- additional insured is an "insured" for Liability Cov- contributory with that other insurance when the erage, but only for damages to which this insur- written contract or agreement between you and ante applies and only to the extent that person or that scheduled person or organization, that is organization qualifies as an "insured" under the signed and executed by you before the "bodily in- Who Is An Insured provision contained in Section jury" or 'property damage" occurs and that is in II. effect during the policy period, requires this insur- ance to be primary and non-contributory. CA T4 42 04 09 ©2008 The Travelers Companies, Inc. Page 1 of 1 pAEEiC Ilkl GENEISAl... LIAV.311...I P( P'C)I...I C:�`IeIV.11V011S11:P2': eaQ�VPyPV f".ri!!a�&�V n�,"y'OV_1.s ISSUIL DAv E - n"11 HIS Ej4j..)ORS1Ij.: IWIIEN r Cj IAN ui!S IN IE P011 jR`:`Ilr. PLEASE IlIuiiiiAlll IT CAuRu::.:: U...If Y DESIGNATED PROJECT(S) "DMI lFI:l(',I A II OI M V lP I IY i C( `L:i ",L I1r".I�R:V VII ll ODesyagrwteat Ir�stDJect E;De„aliTgirnalied P°u'ojecgs), t"s neirA Ar„ggiregcte(r,)¢ Re', KA Project#066-19017, Project#16-3012, 640 Pressure Zone Booster Station, 13300 SE 236th Place, Kent, WA. F x li : vd , 1 tlu n. M. "0 o � 1 7Wly ail. f� ,' Odv�lnr t�, d"I„,Y"�wiVm.Vv,T,d�;tgi!i A. "t ; r:a O",aprly- ,r < < I, :Aw ¢".0 IVIII I11FIAGE G frig ut, is T&.BP'll-llYmlpil:^idE A ( I11::CVm Iq Ills mid ni dl ;"l � .;ol O(Jld �cu :"o Du-'g- m 'd[ °rivr ! by s�.L.Wenls u,i iu ,i d h lol "r ''I'' Ie orni "tg onm 1 -iil: lu'ar. i,r d"C1V Vt,kil:Pll C P"nll:g11`..IIII1P"IiI1lq m�,j s,,!n 1pe t c!H"(l u 1 o a ulHd` p,��tri ry t, tV uo i -,, �) ryt f r yr 4ir,-, ", l'u I� ," „ka _, i, I iio I W, r tY o le l ol',�.f"' t-f OrIn in Vho ��I iN:9uDge H I uovn"l r I i ` � li`;i O 1, vhv, V:7 , ^q- , ad Ili o u nr.:rii�,r al U" 'i il�, .l n V yii lids 1',ti L ri r -aVygi �Yr�ri �:� t i.il u;i�7 1.� il. 'SI "i cif l ti ,�,p��y u,vO°1 IlU k1 A Vs Hips fa t in -auin+m.du.ut of tir i,pcu"ueral: Aggi< Imle Uritll ,nl-owlii iu fl,v s 1 io imt . hcvvi iiTic I';".xTlucllu Dndticutnilorn! auuulliry'!, ^ ovars,iio D rwiju'mte,11 O cu.uu. eilirii.!, Iiiiamnonage Vd R eivilfsps Ravunted'.N 143lrO ct ,u;=,urrnvcll A':J 9uvwyntc(,sj lic Yes "w"ouu ,oa"nd0 IOv,dIc till II":(1l :'u'a lc r -tin ry o 6.1V �il.,a,m: '.,y,:7N,J. ',Vry � t r = v q I—OC,11 la. s. TII"ercn 'cprssflcay li �..,-uf-- (3 .0 o,a Aqd I u,�r"t o fr "� a i" 1�irpr .,y hlr. II rn - "�'nnsn ii' tho L.. i t Is W9 fr Y Alo viI j ,v 1 rr PI Nn sOv ,.rnli ) , r'.I f i' u ; oo'lll l)p, m nl,,^,ct fu aw r. i,inges r,=u >i d">h"n"v°Idllti'""'lGI[l :, k xx,,Ip," I,i �,al"S� Vre , tu"iiOetV Aq.... nlul',/ ,y" 1, , lv ,igagc" I'll tw,� , y.>. B I Ol I'm r i I, ii... , i "J he, W � - �y F�Vyrl %a."r;prnl'nlof, try0 c w, "inWr, I tr- ris is1 , ,Id byV- ,rlu n du t," uo -',L.. '.r P ,iidold lDaa+Il l!V�+"dqd ill V!.. Q;II`m V_�" VII G:D U`V III ct If ' r,' tl a n rll I tea W, 71 nr rr. OVE1h::lJ0Gi oC„ MC 111111011^II Ihh n0i'lliloo V id l , Vr, Cglm li �i al n,lt:. t'J �,Isu v ii;it Vi �e �isrV Isr�,r. Ihll -,noJ�l Is �7"a.•, V Div,mi it flip ',� �vnaei Ir vir ,!p r, 'p u. M t»tit`-d ON, ir. . .a , W 1 s:G lls2 '11 01 04 mjv jht I1 F I i" ,mduls li ifenu / 201t. COMMERCIAL GENERAL LIABILITY 1. Any payments made under COVERAGE A. vided, any payments for damages because of for damages or under COVERAGE C. for "bodily injury" or "property damage" Included in medical expenses shall reduce the amount the "products-completed operations hazard" will available under the General Aggregate Limit reduce the Products-Completed Operations Ag- or the Products-Completed Operations Ag- gregate Limit, and not reduce the General Aggre- gregate Limit,whichever is applicable; and gate Limit nor the Designated Project General 2. Such payments shall not reduce any Desig- Aggregate Limit. noted Project General Aggregate Limit. E. For the purposes of this endorsement the Defini- C. Part 2. of SECTION III—LIMITS OF INSURANCE tions Section is amended by the addition of the is deleted and replaced by the following: following definition: 2. The General Aggregate Limit is the most we "Project" means an area away from premises will pay for the sum of: owned by or rented to you at which you are per- forming operations pursuant to a contract or agreement. For the purposes of determining the b. Damages from "occurrences" under applicable aggregate limit of insurance, each COVERAGE A (SECTION 1) and for all "project" that includes premises involving the medical expenses caused by accidents same or connecting lots, or premises whose con- under COVERAGE C (SECTION 1)which nection is interrupted only by a street, roadway, cannot be attributed only to operations at waterway or right-of-way of a railroad shall be a single designated "project"shown in the considered a single"project". SCHEDULE above. F. The provisions of SECTION III — LIMITS OF D. When coverage for liability arising out of the INSURANCE not otherwise modified by this an- "products-completed operations hazard" is pro- dorsement shall continue to apply as stipulated. Page 2 of 2 Copyright, The Travelers Indemnity Company, 2004 CG D211 01 04 POLICY NUMBER: 660OF55445ATIL18 COMMON POLICY CONDITIONS - DELUXE All Coverage Pads included In this policy are subject to the following conditions. A. CANCELLATION C. EXAMINATION OF YOUR BOOKS AND RE- 1. The first Named Insured shown in the Decla- CORDS rations may cancel this policy by mailing or We may examine and audit your books and re- delivering to us advance written notice of cords as they relate to this policy at any time our- cancellation. ing the policy period and up to three years after- 2. We may cancel this policy by mailing or deliv- ward. eaing to the first Named Insured written notice D. INSPECTIONS AND SURVEYS of cancellation at least: 1. We have the right but not obligated to: a. 10 days before the effective date of can- a. Make inspections and surveys at any cellation if we cancel for nonpayment of time; premium; or It. 60 days before the effective date of can- b• Give you reports on the conditions we find; and cellation if we cancel for any other rea- c. Recommend changes, son. 3. We will mail or deliver our notice to the first 2. We are not obligated to make any inspec- Named Insured's last malting address known tlons, surveys, reports or recommendations to us. and any such actions we do undertake re- 4. Notice of cancellation will state the effective lated only to insurability and the premiums to ec- date of cancellation. If the policy is cancelled, be charged. Wet not make safety inspthe that date will become the end of the policy pe- duty We do not undertake to n to provide the riod. If a Coverage Part Is cancelled, that date duty of any person et organization to provide will become the end of the policy period as for the health or safely of thatwor cos it the pub- lic. And we do not warrant that conditions: respects that Coverage Part only. a. Are safe or healthful; or Cancellation will not affect coverage on any shipment in transit on the date of the cancel- b. Comply with laws, regulations, codes or lation, Coverage will continue in full force until standards. such property is delivered and accepted. 3. Paragraphs 1. and 2. of this condition apply 5. If this policy or any Coverage Part is can- not only to us, but also to any rating, advisory, celled, we will send the first Named Insured rate service or similar organization which any premium refund due. If we cancel, the re- makes Insurance Inspections, surveys, re- fund will be pro rata. If the first Named In- ports or recommendations. sured cancels, the refund may be less than 4. Paragraph 2, of this condition does not apply pro rata. The cancellation will be effective to any inspections, surveys, reports or rec- even if we have not made or offered a refund, ommendations we may make relative to certi- 6. If notice is mailed, proof of mailing will be suf- fication, under state or municipal statutes, or- ficient proof of notice. dinances or regulations, of boilers, pressure B. CHANGES vessels or elevators. E. PREMIUMS This policy contains all the agreements between you and us concerning the insurance afforded. 1, The first Named Insured shown in the Decla- The first Named Insured shown in the Declara- rations: lions is authorized to make changes in the terms a. Is responsible for the payment of all pro- of this policy with our consent. This policy's terms miums; and can be amended or waived only by endorsement b. Will be the payee for any return premiums issued by us and made a part of this policy. we pay. 2. We compute all premiums for this policy in accordance with our rules, rates, rating plans, IL T3 18 06 111 Includes copyrighted material of Insurance Services Office,Inc.*lh Its pennlsslon. Page 1 of 2 premiums and minimum premiums. The pre- 1. The Commercial Property Coverage Part; mium shown in the Declarations was com- 2, The Commercial Inland Marine Coverage puled based on rates and rules in effect at the Part; time the policy was issued. On each renewal continuation or anniversary of the effective 3. Commercial Property forms including, but not date of this policy, we will compute the pre- limited to,the following: mium in accordance with our rates and rules a. Building and Personal Property Coverage then in effect. Form; F. TRANSFER OF YOUR RIGHTS AND DUTIES b. Business Income Coverage Form; UNDER THIS POLICY c. Commercial Property Conditions; Your rights and duties under this policy may not d. Causes of Loss—Special Form; be transferred without our written consent except in the case of death of an individual named in- e. Causes of Loss—Earthquake Form. sured. 4. Commercial Inland Marine Forms including If you die, your rights and duties will be trans- but not limited to the Transportation Coverage ferred to your legal representative but only while —Special Form acting within the scope of duties as your legal Endorsements referencing the Commercial representative. Until your legal representative is Property Coverage Part, Commercial Inland appointed, anyone having proper temporary cus- Marine Coverage Part, Commercial Property tody of your property will have your rights and du- Forms, or Commercial Inland Marine Forms ties but only with respect to that property. apply to the Deluxe Property Coverage Forms G. WHEN WE DO NOT RENEW in the same manner as they apply to the If we decide not to renew this policy we will mail Forms they reference, or deliver to the first Named Insured shown in the I. INSURANCE UNDER TWO OR MORE COVER- Declarations written notice of the nonrenewal not AGE PARTS less than 60 days before the expiration date. If two or more of this policy's Coverage Parts ap- H. DELUXE PROPERTY COVERAGE PART- ply to the same loss or damage, we will not pay REFERENCE TO FORMS AND ENDORSE- more than the actual amount of the loss or darn- MENTS age. In some Instances, the Deluxe Property Declara- tions may list endorsements included in the De- luxe Property Coverage Part that reference: This policy consists of the Common Policy Declarations and the Coverage Parts and endorsements listed in that declarations form. In return for payment of the premium, we agree with the Named Insured to provide the insurance afforded by a Coverage Part forming part of this policy. That insurance will be provided by the company indicated as insuring company in the Common Policy Declarations by the abbreviation of its name opposite that Coverage Part. One of the companies listed below (each a stock company) has executed this policy, and this policy is counter- signed by the officers listed below: The Travelers Indemnity Company(IND) The Phoenix Insurance Company(Pi The Charter Oak Fire Insurance Company(COF) Travelers Property Casualty Company of America (TIL) The Travelers Indemnity Company of Connecticut(TCT) The Travelers Indemnity Company of America (TIA) Travelers Casually Insurance Company of Arnerica (ACJ) Secretary President Page 2 of 2 Includes copyrighted material of Insurance Services Offco,Inc.with Its permission. IL T3 18 05 11 POLICY NUMBER. 810OF55445ATIL18 COMMON POLICY CONDITIONS - DELUXE All Coverage Parts included In this policy are subject to the following conditions. A. CANCELLATION C. EXAMINATION OF YOUR BOOKS AND RE- 1. The first Named Insured shown in the Decla• CORDS rations may cancel this policy by mailing or We may examine and audit your books and re- delivering to us advance written notice of cords as they relate to this policy at any time our- cancellation. ing the policy period and up to three years after- 2. We may cancel this policy by mailing or deliv- ward. ering to the first Named Insured written notice D. INSPECTIONS AND SURVEYS of cancellation at least: 1. We have the right but not obligated to: a. 10 days before the effective date of can- a. Make inspections and surveys at any cellation if we cancel for nonpayment of time; premium; or b. Give you reports on the conditions we b. 60 days before the effective date of can- find; and cellation if we cancel for any other rea- c. Recommend changes. son. 3. We will mail or deliver our notice to the first 2. We are not obligated to make any inspec- Named Insured's last mailing address known tions, surveys, reports or recommendations to us. and any such actions we do undertake re- 4. Notice of cancellation will state the effective lated only to insurability and the premiums to date of cancellation. If the policy Is cancelled, be charged. Wet not make safety rm the date will become the end of the policy pe- duty We do not undertake to perform the riod. If a Coverage Part Is cancelled, that date duty of any person et organization to provide will become the end of the policy period as for the health n safely nt workers it the pub- lic. And we do not warrant that conditions: respects that Coverage Part only. a. Are safe or healthful; or Cancellation will not affect coverage on any shipment in transit on the date of the cancel- b. Comply with laws, regulations, codes or lation. Coverage will continue in full force until standards. such property is delivered and accepted. 3. Paragraphs 1. and 2. of this condition apply 5. If this policy or any Coverage Part is can- not only to us, but also to any rating, advisory, celled, we will send the first Named Insured rate service or similar organization which any premium refund due. If we cancel, the re- makes insurance Inspections, surveys, re- fund will be pro rata. If the first Named In- ports or recommendations. sured cancels, the refund may be less than 4. Paragraph 2. of this condition does not apply pro rate. The cancellation will be effective to any inspections, surveys, reports or rec- even if we have not made or offered a refund. ommendations we may make relative to certi- 8. If notice is mailed, proof of mailing will be suf- fication, under state or municipal statutes, or- ficient proof of notice. dinances or regulations, of boilers, pressure B. CHANGES vessels or elevators. E. PREMIUMS This policy contains all the agreements between you and us concerning the insurance afforded. 1. The first Named Insured shown in the Decla- The first Named Insured shown in the Declara- rations: tions is authorized to make changes in the terms a. Is responsible for the payment of all pro- of this policy with our consent. This policy's terns miums; and can be amended or waived only by endorsement b. Will be the payee for any return premiums issued by us and made a part of this policy. we pay. 2. We compute all premiums for this policy in accordance with our rules, rates, rating plans, IL T3 18 06 11 Includes copyrighted material of Insurance Services Wee,Inc.with its permission. Page. 1 of 2 premiums and minimum premiums. The pre- 1. The Commercial Property Coverage Part; mium shown in the Declarations was com- 2, The Commercial Inland Marine Coverage puted based on rates and rules in effect at the Part; time the policy was issued. On each renewal continuation or anniversary of the effective 3. Commercial Property forms including, but not dale of this policy, we will compute the pre- limited to, the following: mium in accordance with our rates and rules a. Building and Personal Property Coverage then in effect. Form; F. TRANSFER OF YOUR RIGHTS AND DUTIES b. Business Income Coverage Form; UNDER THIS POLICY c. Commercial Property Conditions; Your rights and duties under this policy may not d. Causes of Loss—Special Form; be transferred without our written consent except in the case of death of an Individual named in- e. Causes of Loss—Earthquake Form. sured. 4. Commercial Inland Marine Forms Including If you die, your rights and duties will be trans- but not limited to the Transportation Coverage ferred to your legal representative but only while —Special Form acting within the scope of duties as your legal Endorsements referencing the Commercial representative. Until your legal representative is Property Coverage Part, Commercial Inland appointed, anyone having proper temporary cus- Marine Coverage Part, Commercial Property tody of your property will have your rights and du- Forms, or Commercial Inland Marine Forms ties but only with respect to that property, apply to the Deluxe Property Coverage Forms G. WHEN WE DO NOT RENEW in the same manner as they apply to the If we decide not to renew this policy we will mail Forms they reference. or deliver to the first Named Insured shown in the I. INSURANCE UNDER TWO OR MORE COVER- Declarations written notice of the nonrenewal not AGE PARTS less than 60 days before the expiration date. If two or more of this policy's Coverage Parts ap- H. DELUXE PROPERTY COVERAGE PART- ply to the same loss or damage, we will not pay REFERENCE TO FORMS AND ENDORSE- more than the actual amount of the loss or dam- MENTS age In some Instances, the Deluxe Properly Declara- tions may list endorsements included in the De- luxe Property Coverage Part that reference: This policy consists of the Common Policy Declarations and the Coverage Parts and endorsements listed In that declarations form. In return for payment of the premium, we agree with the Named Insured to provide the Insurance afforded by a Coverage Part forming part of this policy. That insurance will be provided by the company Indicated as insuring company in the Common Policy Declarations by the abbreviation of its name opposite that Coverage Part. One of the companies listed below (each a stock company) has executed this policy, and this policy is counter- signed by the officers Ilsted below: The Travelers Indemnity Company(IND) The Phoenix Insurance Company(PHX) The Charter Oak Fire Insurance Company(COF) Travelers Property Casualty Company of America (fIL) The Travelers Indemnity Company of Connecticut (TCT) The Travelers Indemnity Company of America (TIA) Travelers Casualty Insurance Company of America (ACJ) Secretary President Page 2 of 2 Includes copyrighted material of Insurance services Office,Inc.with Its perrolsslon, IL T3 18 06 11