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CAG2024-497 - Original - Strickland & Sons Excavation - Willis Street Improvements - 10/28/24
FOR CITY OF KENT OFFICIAL USE ONLY Sup/Mgr: Agreement Routing Form DirAsst: • For Approvals,Signatures and Records Management Dir/Dep: KENT This form combines&replaces the Request for Mayor's Signature and Contract Cover (optional) WASHINGTON Sheet forms. (Print on pink or cherry colored paper) Originator: Department: Karin Bayes for Thomas Leyrer Public Works Date Sent: Date Required: c 10/25/2024 11/1/2024 Q Mayor or Designee to Sign. Date of Council Approval: Q Interlocal Agreement Uploaded to Website 10/15/2024 Budclet Account Number: Grant? YesElNo�✓ R20150 Budget?❑✓ Yes Type: N/A Vendor Name: Category: Stickland & Sons Excavation Contract Vendor Number: Sub-Category: Original 0 Project Name: Willis Street Improvements CProject Details: The project consists of the rechannelization of the existing intersection at Willis Street (SR 516) and 74th Avenue S, including roadway construction, signal, illumination, storm drainage, and other utility work. C Basis for Selection of Contractor: AgreementAmount: 2,021,989.2 Bid E *Memo to Mayor must be attached .1111 Start Date: u1 pon execution Termination Date: 60 Working days lm a Local Business? Yes F]No*If meets requirements per KCC 3.70.100,please complete"Vendor Purchase-Local Exceptions"form on Cityspace. Business License Verification: ❑Yes In-Process F1 Exempt(KCC 5.01.045) FlAuthorized Signer Verified Notice required prior to disclosure? Contract Number: F—]YesF—]No Comments: 1A C C 3 � Oak_Z 40 Date Received:City Attorney: 10/25/24 Date Routed:Mayor's Office City Clerk's Office adccW22373_7_20 Visit Documents.KentWA.gov to obtain copies of all agreements rev.20221201 140 KENT DATE: October 15, 2024 TO: Kent City Council SUBJECT: Willis Street Improvements Project Bid - Award MOTION: I move to award the Willis Street Improvements Project to Strickland & Sons Excavation, LLC in the amount of $2,021,989.25 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: The project includes the rechannelization of the existing intersection at Willis Street (SR 516) and 74th Avenue South, including roadway construction, signal, illumination, storm drainage, and other utility work. The bid opening for the Willis Street Improvements Project was held on October 10, 2024, with six bids received. The lowest responsible and responsive bid was submitted by Strickland & Sons Excavation, LLC in the amount of $2,021,989.25. Bid Tab Summary 01.Strickland & Sons Excavation, LLC $2,021,989.25 02.Active Construction, Inc. $2,147,147.00 03.Tucci & Sons, Inc. $2,237,149.25 04.Northwest Cascade, Inc. $2,432,432.00 05.Sound Pacific Construction, LLC $2,478,510.00 06.0Ison Brothers Excavating, Inc. $2,942,027.25 Engineer's Estimate $2,224,845.00 BUDGET IMPACT: No unbudgeted impacts. The project will be paid for using revenue loss dollars as part of ARPA. SUPPORTS STRATEGIC PLAN GOAL: Evolving Infrastructure - Connecting people and places through strategic investments in physical and technological infrastructure. ATTACHMENTS: 1. Willis Street Improvements - Bid Tab (PDF) CONFORMED TO ADDENDUM 1 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Willis Street Improvements Project Number: 22-3029 BIDS ACCEPTED UNTIL October 10, 2024 1 :00 P.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR • KENT WA 5 H IN G T O N INDEX 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 Kent Standard Plans Section 6 WSDOT Standard Plans Section 7 Traffic Control Plans Section 8 Prevailing Wage Rates Section 9 Inadvertent Discovery Plan Section 10 Project Sign Section 11 WSDOT Construction Agreement CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Willis Street Improvements Project Number: 22-3029 BIDS ACCEPTED UNTIL October 10, 2024 1:00 P.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR 49 KENTs � �}h/ W A S H IN G T ❑ N �'y�0 �r' WVA G] � 51094 I ST �s.IONAL E� � ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration - City of Kent Non-Discrimination Policy Administrative Policy 1.2 - Inclusive Contracting Proposal Subcontractor List (over $1 million) - HVAC, Plumbing, and Electrical Subcontractor List (over $1 million) - Structural Steel Installation and Rebar Installation Contractor's Qualification Statement Statement that Bidder Has Not Been Disqualified 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 Kent Standard Plans WSDOT Standard Plans Traffic Control Plans Prevailing Wage Rates Inadvertent Discovery Plan Project Sign WSDOT Construction Agreement BIDDEN°S NAME 9tyi .Lccind L y ,a Vu-h On i_l_G CITY OF (CENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Willis street Improvements Project Number: 22-3029 BIDS ACCEPTED UNTIL October 10, 2024 1:00 P.M. BID OPENING IMMEDIATELY FOLLOWING DELIV„9R TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-581,95 CHAD BIOREN, I .E. PUBLIC WORKS DIRECTOR KEN* T WASHINOTON ORDER OF CONTENTS FOR BID PACKAGE Invitation to Bid Contractor Compliance Statement Declaration - City of Kent Non-Discrimination Policy Administrative Policy 1.2 - Inclusive Contracting Proposal Subcontractor List (over $1 million) - HVAC, Plumbing, and Electrical Subcontractor List (over $1 million) - Structural Steel Installation Rebar Installation Contractor's Qualification Statement Statement that Bidder Has Not Been Disqualified 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 INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office throUgh October 10, 2024, up to 1:00 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 immediately following 1:00 p.m, for the City of Kent project named as 'follows: Willis Street Improvements Project Number: 22-3029 The City Clerk will read the bids out loud fronts the Clerk's office. Individuals can stand In the lobby outside the Clerk's office during the bid opening to hear the bid results. The project consists of the rechannelization of the exi;5ting intersection at Willis Street (SR 516) and 74t" Avenue S, including roadway construction, signal, illumination, storm drainage, and other utility work. The Engineer's estimated range for this project is approximately $2,100,000 to $2,300,400. Bid documents may be obtained by contacting City of Kent Engineering l)epartment, Karin Bayes at 253-856-5657, For technical questions, please call Thomas Leyrer at 2S3-856-5562. 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, plans and specifications can also be downloaded at no charge at httus:t/www.kentwa.Qov/uav- and-anuly/bids-procurement-rfns. Copies of the WSDOT Standard Specifications are available for perusal only. Apprentice Utilization Requirements are mandatory for all public words estimated to cost one million dollars or more, in which case no less than 1•51% of the labor hours must be performed by apprentices. KCC 6.01.030. 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 lidding and shall determine which bid or bidders Is the most responsive, satisfactory and responsible bidder acid shall be the sole judge thereof. Note: The ,award of the contract will not occur until the City of Kent has reviewed all bids for responsiveness and responsibility determinations and the Kent City Council has formally awarded the contract. 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. Y.n wn.:rS�.i �., ii.. 1.i....... T.T.rwL......+... ..L i.in T.... n...,. ...-.... .. r.....i1� ........ 'n.r.....�..•.....a ...... ...... L....+• ........ 'n 1......w ii..... L.t d+w..'1 The City of Kent,, in accordance with the provisions of Title VI of the Civil Rights Act of 1064 (78 $tat. 252, 42 U.S.C. §§ 2000d to 2000d-4) and tje Regulations, hereby notifies all bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit (yids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. No bidder may withdraw his/her bid for a period of�$&t C (60) days after the day of bid opening. Dated this 2514 day of September 2024. BY: KirnbedaV A. Komoto, City Clerk Published: Daily Journal of Commerce on September 26 and October 3, 2024 Washington State Office of Minority and Women's Business Enterprise on September 26, 2024 .....,.:s..a ..., r.._ a,..,._ c...-.ti.,..._.. :,G rua r.... n....,. ..,-, ....., n,...,a...,.....,. � ..,._«..:_...a: _.._ ...... >_.....-, ......,. ri...._... r..,,_:ta, n.,.. CONTRACTOR COMPLI44NCE STATEMENT (President's Executive Order #11246) Date. ( ` c 10rth, W24 This statement relates to a proposed contract with the City of Kent named Willis Street Improvements Project Number: 22-3029 '..nr+ M4 +w i.r+.i i 1 rw 1 ' 1 wrnwl•.ni. 'rsl'+�'^ I am the undersigned bidder or prospective contractor. I represent that - 1. I have, have that, participated In a previous contract or subcontract subject to the Presidents Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. NAM15 OF BIDDER�'. --4z:::nnnY)a r_ RETITLE 22011 Pon n '��.____ ADDRESS (Note to Blydders: The information required in this Compliance Statement is informatlional only) wiiiis street Improvements/Leyrer 1 September 26, 2024 Project Number: 22-3029 1....»_:.+.a �., n..: a_..,.,. r....,t,-..A..._ :.G r.•r r.-.. n..... ........... n.....a:...a...._ n h...::.....:....... ,...,_ _..... u._...., ...�... r, _...._-. :......:c.. n.....i DECLAIM "ION CITY OF KENT NON-DISCRIMINATION POLICY The City of Kent (City) is committed to conform to Federal and State laws regarding equal opportunity. As such all contractors, subcontractors, consultants, venders, and suppliers who perform work with relation to this Agreement shall comply with the regulations of the City's equal employment opportunity policies. The City of Kent and its contractors are subject to and will comply with the following: + Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq,, 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); • 49 C.F.R. Part 21 (entitled Non-discrimination In Federally-Assisted Programs Of The Department Of Transportation-effectuation Of Title VI Of The Civil Rights Act Of 1964); 28 C.F.R. section 50.3 (U.S. Department of Justice Guidelines for Enforcement of Title VI of the Civil Rights Act of 1964). Ch. 49.60 RCW (Washington Low Against Discrimination) The preceding statutory and regulatory cites hereinafter are referred to as "the Acts and Regulations". The following statements specifically identify the requirements the City deems necessary for any contractor, subcontractor, or supplier on this specific Agreement to adhere to. An affirmation of all of the following is required for this Agreement to be valid and binding. If any contractor, subcontractor, or supplier willfully misrepresents themselves with regard to the directives outlinod below, it will be considered a breach of contract and it will be at the City's sale determination regarding suspension or termination for all or part of the Agreement. The statements are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this Agreement 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 Agreement I, 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 Agreement I, the prime contractor, will actively consider hiring and promotion of women and minorities. Willis Street Improvements/Leyrer 2 September 26, 2024 Project Number: 22-3029 1.......:.i...] ... n..:l.]........ n..NL...... .. .mot nX 'r..... n..... ........... n......i .- ...,... XY...w..A....... ,..... ...... L...... -.-�. X'1......... c.�.. G.+ f.. r'I 5. During the performance of this contract, the contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the "contractor") agrees as follows: A. Compliance with Regulations: The contractor, subcontractor, consultant, vendor, and supplier (hereinafter"Contractor") will comply with all Acts and the Regulations relative to non-discrimination, including those applicable to Federally-assisted programs of the U.S. Department of Transportation, State-assisted programs through the Washington State Department of Transportation, and generally under Washington's Law Against Discrimination, Ch. 49,60 RCW, as they may be amended from time to time, which are herein incorporated by reference and made a part of this contract. B. Non-discrimination: The contractor, with regard to the work performed by it during the contract, will not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor will not participate directly or indirectly in the discrimination prohibited by the Acts and the Regulations, including employment practices when the contract covers any activity, project, or program set forth in Appendix B of 49 CFR part 21. C. Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all solicitations, either by competitive bidding, or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or supplier will be notified by the contractor of the contractor's obligations under this contract and the Acts and the Regulations relative to non-discrimination on the grounds of race, color, or national origin. D. Information and Reports: The contractor will provide all information and reports required by the Acts and Regulations and directives issued pursuant thereto and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined applicable to contractor's contract by the City or the Washington State Department of Transportation to be pertinent to ascertain compliance with such Acts and Regulations and instructions, Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish the information, the contractor will so certify to the City or the Washington State (department of Transportation, as appropriate, and will set forth ghat efforts it has made to obtain the information. E. Sanctions for Noncompliance: In the event of a contractor's noncompliance with the non-discrimination provisions of this contract, the City will impose such contract sanctions as it or the Washington Sttate Department of Transportation may determine to be appropriate, including, but not limited to: Willis Street;improvements/Leyrer 3 September 26, 2024 Project Number; 22-3029 a. withholding payments to the contractor under the contract until the contractor complies; and/or b. cancelling, terminating, or suspending a contract, in whole or, in part. F. Incorporation of Provisions: The contractor will include the provisions of paragraphs (A) through (F) above in every subcontract;, including procurements of materials and leases of equipment, unless exempt by the Acts and Regulations and directives issued pursuant thereto. The contractor will take action with respect to any subcontract or procurement as the City or the Washington State Department of Transportation may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the contractor becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the contractor may request the City to enter into any litigation to protect the interests of the City. In addition, the contractor- may request the United States to enter into the litigation to protect the interests of the Vnited States. 6. buriing the performance of this contract, the Contractor, for itself, its assignees, and successors in interest agrees to comply with the following non- discrimination statutes and authorities; Including but not limited to: Nuiti lent Non-Disc ri_rrlination Authon i4s, i. "title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 2-52), (prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21. i . The Uniform Relocation Assistance and Meal Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects); ii . Federal-Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), (prohibits discrimination on the basis of sec); iv. Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CPR Dart 27; Y. The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), (prohibits discrimination on the basis of age); A, Airport and Airway Improvement Act of 1982, (49 USC: § 471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); vil. The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms "programs or activities" to include all of the programs or activities of the Federal-aid recipients, sub-recipients and contractors, whether such programs or activities are Federally funded or not); Willis Street Improvements/Leyrer 4 September 26, 2024 Project NUmbe:r; 22-3029 1.....-^.l„a i..- r... 1 a.,..... rf..y1..N.-.. .:.G •nT r-... n..._ ...-......, n_...a_i:....... Th.....n..,{.....a. ...._ ...... L...... _....... r 1.,...... if.....L.. n....-i viii. Titles II and III of the Americans with Disabilities Act, which prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities (42 U.S,C. §§ 12131-12189) as implemented by Department of Transportation regulations at 49 C.F.R. parts 37 and 38; ix. The Federal Aviation Administration's Non-discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); x. Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-1110me Populations, which ensures Non- discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; xi. Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of Limited English proficiency (LEP). To ensure compliance with Title VI, you must tape reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); xii. Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et sett).. xiii. Washington Lahr Against Discrimination (Ch. 49.60 RC,W) 7. The submission of the final invoice for this contract will constitute a reaffirmation that the preceding statements were complied with during the course of the contract's performance. By signing below, I agree to fulfill the seven requirements referenced above. For: Title: � (� Date: Willis Street Improvements/Leyrer 5 September 26, 2024 Project Number: 22-3029 Y....n.:.t..J .... n.. t.i....... t...w+L..+.a.;.... :.l i.t'n ''-... n..... ...-..�.. /'�-.. i ....... Ti..w...a«: ....4 ...... ...... L....n .�... rl........ f..... L.n n.....t CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVEDATE: October 20, 2022 SUBJECT,', INCLUSIVE CONTRACTING SUPERSEDES: January 1, 1998 APPROVED BY Dana Ralph, Mayor POLICY; Equal employment opportunity and non-discrirrtination in contracting 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 employMient opportunity within their organisation and, if holding Agreements with the City amounting to $10,000 or more within any given year, mast take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Further, all contractors, subcontractors, consultants, suppliers, grantees, or subgrantees of the City, regardless of the value of the Agreement, are required to sign the City's Non-Discrimination Policy Declaration, prior to commencing performance. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrirnirhation and equal opportunity requirements shall be considered in breach of contract Ond subject to suspension or termination for all or part of the Agreement,, Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to coordinate with the City's Title VI coordinator, and perform the following duties for their respective departments. 1. EnsWring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City'$ equal employment opportunity policy. 2. Monitoring to assure adherence to 'Federal, state and local laws, policies and guidelines. Willis Street Improvements/Leyrer 6 September 26, 2024 Project Number; 22-3029 Y.....r-:ri....] a.. r\..:1.].,..... rw..yL...l.:... :.4 r.iw T..... r+..... ....n.... n......]_a ....... T1...........:......a' �...., ...,.. L....... .....» Tl........ <t..... Lan n.... PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Strickland and Sons Excavation, LLC. has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named Willis Street Improvements/Project Number: 22-3029 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. EXAM PLE 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. Willis Street Improvements/Leyrer 7 September 26,2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $169,700.00 $169,700.00 WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $ 14,800.00 $ 14,800.00 WSDOT LUMP SUM Per LS 1010 2-02.5 3,100 Remove Existing Asphalt $20.00 $39,500.00 KSP 1,975 Concrete Pavement Per SY SQ YDS 1020 2-02.5 315 Remove Cement Concrete $19.00 $5,985.00 KSP SQ YDS Sidewalk Per SY 1025 2-02.5 540 Remove Cement Concrete $9.00 $4,860.00 KSP LN FT Curb and Gutter Per LF 1035 2-02.5 1 Removal of Median Island and $ 5,500.00 $ 5,500.00 KSP LUMP SUM Precast Sloped Mountable Per LS Curbs 1040 8-09.5 1 Removal of Raised Pavement $3,310.00 $3,310.00 Markers and Painted and/or KSP LUMP SUM Per LS Thermoplastic Traffic Markings 1045 8-21.5 1 Removal of Traffic Signs $2,500.00 $2,500.00 KSP LUMP SUM Per LS 1046 2-02.5 12 Remove Existing Bollard $215.00 $2,580.00 KSP EACH Per EA 1048 2-02.5 1 Remove Reinforced Cement $2,500.00 $2,500.00 KSP LUMP SUM Concrete Block Retaining Wall Per LS Willis Street Improvements/Leyrer 8 October 8, 2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1050 2-02.5 1-,400 Saw Cut Existing Asphalt $ 5.50 $ 5,830.00 KSP 1,060 Concrete Pavement Per LF LN FT 1055 2-02.5 45 Saw Cut Existing Cement $9.00 $405.00 KSP LN FT Concrete Pavement Per LF 1060 2-03.5 775 Roadway Excavation Incl. $34.00 $26,350.00 WSDOT CU YDS Haul Per CY 1075 4-03.5 4,750 Gravel Borrow, Including $24.85 $118,037.50 KSP TONS Haul and Compaction Per TON ($2.50 Min) 1080 4-04.5 175 Crushed Surfacing Top $ 40.25 $ 7,043.75 * KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 1085 4-04.5 400 Crushed Surfacing Base $39.75 $15,900.00 KSP TONS Course, 1-1/4 Inch Minus Per TON ($6.00 Min) 1095 5-04.5 450 HMA Class 1/2", PG 58V-22 $183.75 $82,687.50 KSP TONS Per TON 1097 5-04.5 55 HMA Class 3/8", PG 58V-22 $162.00 $8,910.00 WSDOT TONS for Prelevel Per TON 1100 5-04.5 400 HMA for Full Width Overlay $157.50 $63,000.00 KSP TONS Class 1/2", PG 58V-22 Per TON The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance * with the CONTRACT PROPOSAL- NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Willis Street Improvements/Leyrer 9 October 8, 2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1102 5-05.5 110 Stamped Colored Cement $294.00 $32,340.00 KSP SQ YDS Concrete Pavement With Per SY Dowels 1105 5-05.5 90 Stamped Colored Cement $252.00 $22,680.00 KSP SQ YDS Concrete Pavement Without Per SY Dowels 1110 5-04.5 31200 Planing Bituminous Pavement $6.00 $19,200.00 KSP SQ YDS Per SY 1125 5-04.5 20 Hot Plant Mix for Temporary $230.00 $4,600.00 KSP TONS Pavement Patch Per TON 1145 8-14.5 760 Cement Concrete Sidewalk $55.60 $42,256.00 KSP SQ YDS Per SY 1150 8-14.5 2 Cement Concrete Sidewalk $1,512.00 $3,024.00 KSP EACH Ramp Type Perpendicular A Per EA 4-Inch Depth 1155 8-14.5 3 Cement Concrete Sidewalk $1,725.00 $5,175.00 KSP EACH Ramp Type Perpendicular A Per EA 8-Inch Depth 1200 8-14.5 1 Cement Concrete Sidewalk $ 1,512.00 $1,512.00 KSP EACH Ramp Type Single Direction A Per EA 1205 8-04.5 740 Cement Concrete Curb and $34.60 $25,604.00 KSP LN FT Gutter Per LF 1207 8-04.5 230 Roundabout Truck Apron $49.70 $11,431.00 KSP LN FT Cement Concrete Curb and Per LF Gutter Willis Street Improvements/Leyrer 10 September 26, 2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1209 8-04.5 90 Precast Sloped Mountable $62.10 $5,589.00 KSP LN FT Curb Per LF 1210 8-04.5 1 Cast-In-Place Curb Transition $1,620.00 $1,620.00 KSP LUMP SUM From Precast Sloped Per LS Mountable Curbs To Precast Dual Faced Sloped Mountable Cu rb 1211 8-04.5 35 Precast Dual Faced Sloped $62.10 $2,173.50 KSP LN FT Mountable Curb Per LF 1212 8-04.5 280 Cement Concrete Traffic Curb $45.40 $12,712.00 KSP LN FT Per LF 1213 8-04.5 40 Transition Curb $43.20 $1,728.00 KSP LN FT Per LF 1214 8-04.5 50 Pedestrian Curb $10.80 $540.00 KSP LN FT Per LF 1215 5-05.5 15 Cement Concrete Pass- $151.20 $2,268.00 KSP SQ YDS Through, 9 Inch Thick Per SY 1217 5-05.5 60 Cement Concrete Pass- $151.20 $9,072.00 KSP SQ YDS Through, 9 Inch Thick with Per SY Dowels 1220 7-05.5 1 Adjust Existing Catch Basin $ 750.00 $ 750.00 KSP EACH Grate to Finished Grade Per EA Willis Street Improvements/Leyrer 11 September 26, 2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1230 7-12.5 1 Adjust Existing Valve Box Top $ 350.00 $ 350.00 KSP EACH Section and Lid to Finished Per EA Grade 1235 2-02.5 1 Adjust Existing Monitoring $ 500.00 $ 500.00 KSP EACH Well Case and Cover to Per EA Finished Grade 1242 2-02.5 1 Utility Coordination with $2,500.00 $ 2,500.00 KSP LUMP SUM Olympic Pipeline Per LS 1245 8-13.5 2 Adjusting Existing Monument, $ 500.00 $ 1,000.00 KSP EACH Case and Cover to Finished Per EA Grade 1250 8-13.5 1 Install New Monument, Case $ 650.00 $ 650.00 KSP EACH and Cover to Finished Grade Per EA 1255 8-12.5 350 Remove Fence $ 8.40 $ 2,940.00 KSP LN FT Per LF 1280 8-12.5 225 Install New Chain Link Fence $56.40 $12,690.00 KSP LN FT Per LF 1315 8-28.5 10 Pothole Utilities $450.00 $4,500.00 KSP EACH Per EA 1320 8-30.5 2 Project Sign $ 865.00 $ 1,730.00 KSP EACH Per EA Willis Street Improvements/Leyrer 12 September 26, 2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1350 2-02.5 1 Removal of Structures and $10,000** $10,000 KSP FORCE Obstructions Per FA ACCOUNT **Common price to all bidders 1355 1-04.4(1) 1 Minor Changes $15,000** $15,000 WSDOT CALC Per CALC **Common price to all bidders Schedule I Total $ 835,553 .25 �t g35; 533 . 25 Willis Street Improvements/Leyrer 13 September 26, 2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE IV — STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4015 7-04.5 240 Ductile Iron Storm Sewer $ 148.75 $ 35,700.00 KSP LN FT Pipe, 12 Inch Diameter Per LF Class 50 Unlined 4060 2-03.5 105 Swale Excavation Incl. Haul $ 65.00 $ 6,825.00 KSP CU YDS Per CY 4080 7-05.5 5 Catch Basin, Type 1 $1,450.00 $7,250.00 KSP EACH Per EA 4115 7-05.5 1 Trash Screen $ 450.00 $ 450.00 KSP EACH Per EA 4120 7-05.5 4 Vaned Catch Basin $ 600.00 $ 2,400.00 KSP EACH Frame and Grate Per EA 4125 7-05.5 1 Bidirectional Vaned Catch $600.00 $ 600.00 KSP EACH Basin Frame and Grate Per EA 4135 2-02.5 175 Remove Existing Storm Sewer $20.00 $3,500.00 KSP LN FT Pipe or Culvert Per LF 4145 2-02.5 2 Remove Existing Catch Basin $800.00 $1,600.00 KSP EACH or Manhole Per EA 4150 2-09.5 21000 Shoring or Extra Excavation $ .70 $1,400.00 WSDOT SQ FT Class B Per SF Willis Street Improvements/Leyrer 14 September 26,2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE IV — STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4152 2-03.5 20 Unsuitable Foundation $ 44.00 $ 880.00 WSDOT CU YDS Excavation Incl. Haul Per CY 4155 7-08.5 40 Foundation Material, $42.50 $1,700.00 KSP TONS Class I and II Per TON 4160 2-12.5 150 Geotextile Fabric, Non-Woven $2.60 $390.00 KSP SQ YDS Per SY 4165 4-04.5 55 Washed, No Fines, Crushed $43.60 $2,398.00 KSP TONS Surfacing Top Course Per TON ($6.00 Min) 4170 4-04.5 150 Crushed Surfacing Top $ 40.25 $ 6,037.50 * KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 4180 2-09.5 10 Controlled Density Fill $208.00 $2,080.00 WSDOT CU YDS Per CY 4185 8-15.5 20 Quarry Spalls $74.00 $ 1,480.00 WSDOT TONS Per TON ($6.00 Min) 4200 1-04.4(1) 1 Minor Changes $10,000** $10,000 WSDOT CALC Per CALC **Common price to all bidders The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance * with the CONTRACT PROPOSAL- NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule IV Total $ 84,690.50 Willis Street Improvements/Leyrer 15 September 26, 2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE V — TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 1,600 Traffic Control Labor $75.00 $120,000.00 KSP HOURS Per HR 5010 1-10.5(2) 1,000 Construction Signs Class A $12.00 $12,000.00 WSDOT SQ FT Per SF 5015 1-10.5 800 Traffic Control Supervisor $75.00 $60,000.00 KSP HOURS Per HR 5016 1-10.5 80 Uniformed Off-Duty Police $ 125.00 $ 10,000.00 KSP HOURS Officer Per HR ($100.00 Min) 5020 1-10.5 1 Temporary Traffic Control $8,100.00 $8,100.00 KSP LUMP SUM Devices Per LS 5030 1-10.5 480 Portable Changeable Message $40.00 $1.9200.00 KSP DAYS Sign (PCMS) Per DAY 5035 1-10.5 240 Sequential Arrow Sign (SAS) $15.oo $3,600.00 KSP DAYS Per DAY 5065 6-10.5 225 Precast Conc. Barrier Type 2 $224.00 $50,400.0 KSP LN FT Anchored Per LF 5070 8-17.5 1 Permanent Impact Attenuator $48,500.Ot $ 48,500.00 WSDOT EACH Per EA Willis Street Improvements/Leyrer 16 September 26, 2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE V — TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5080 8-23.5 2,400 Temporary Pavement Marking $1.65 $3,960.00 WSDOT LN FT — Long Duration Per LF 5095 8-22.5 170 Painted Yellow Curb $4.75 $807.50 KSP LN FT Per LF 5100 8-22.5 560 Plastic White Edge Line $ 5.75 $3,220.00 KSP LN FT Per LF 5102 8-22.5 170 Plastic Yellow Edge Line $5.75 $977.50 KSP LN FT Per LF 5106 8-22.5 310 Profiled Plastic Yellow Double $11.00 $3,410.00 KSP LN FT Centerline Per LF 5115 8-22.5 135 Plastic Stop Line $12.60 $1,701.00 WSDOT LN FT Per LF 5120 8-22.5 700 Plastic Crosswalk Line $10.00 $7,000.00 WSDOT SQ FT Per SF 5160 8-10.5 4 Low-Profile Plastic Curb and $788.00 $3,152.00 KSP EACH Reflector Per EA 5165 8-22.5 335 Profiled Plastic Skip Lane Line $4.20 $1,407.00 KSP LN FT Per LF 5170 8-22.5 200 Profiled Plastic White Wide $14.20 $2,840.00 KSP LN FT Lane Line Per LF Willis Street Improvements/Leyrer 17 September 26, 2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE V — TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5171 8-22.5 7 Plastic Traffic Arrow $368.00 $2,576.00 WSDOT EACH Per EA 5172 8-22.5 12 Plastic Traffic Letter $368.00 $4,416.00 WSDOT EACH Per EA 5180 8-22.5 2 Plastic Railroad Crossing $2,993.00 $5,986.00 WSDOT EACH Symbol Per EA 5190 8-21.5 1 Permanent Signing $9,975.00 $9,975.00 WSDOT LUMP SUM Per LS Schedule V Total $ 383,228.00 Willis Street Improvements/Leyrer 18 September 26, 2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE VI — ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6002 8-20.5 1 Remove Existing Traffic Signal $5,750.00 $5,750.00 KSP LUMP SUM System Per LS 6005 8-20.5 1 Illumination System Complete $ 64,500.00 $ 64,500.00 KSP LUMP SUM Per LS 6007 8-20.5 1 Traffic Signal Complete $458,000.00 $458,000.00 KSP LUMP SUM Per LS 6010 8-20.5 640 Directional Boring $94.25 $60,320.00 WSDOT LN FT Per LF 6015 8-20.5 1 Temporary Vehicle Detection $22,000.00 $22,000.00 KSP LUMP SUM System Per LS Schedule VI Total $ 610,570.00 Willis Street Improvements/Leyrer 19 September 26, 2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE VII — TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7000 8-01.5(2) 0.80 Seeding, Fertilizing, and $7,150.00 $5,720.00 KSP ACRE Mulching Per AC 7005 8-01.5(2) 300 Filter Fabric Fence $6.40 $1,920.00 KSP LN FT Per LF 7010 8-01.5(2) 445 Wattle $7.30 $3,248.50 WSDOT LN FT Per LF 7015 8-01.5(2) 12 Inlet Protection $102.00 $1,224.00 KSP EACH Per EA 7020 8-01.5(2) 800 Straw Mulch $1.70 $1,360.00 KSP SQ YDS Per SY 7025 8-01.5(2) 500 Clear Plastic Covering $3.00 $1,500.00 KSP SQ YDS Per SY 7030 8-01.5(2) 120 ESC Lead $ 97.00 $ 11,640.00 KSP HOURS Per HR 7035 8-01.5(2) 180 Stabilized Construction $44.00 $7,920.00 WSDOT SQ YDS Entrance Per SY 7040 8-01.5(2) 200 Street Cleaning $189.00 $37,800.00 KSP HOURS Per HR 7050 1-07.15(i) 1 SPCC Plan $1,080.00 $1,080.00 WSDOT LUMP SUM Per LS Willis Street Improvements/Leyrer 20 September 26, 2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE VII — TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7055 8-01.5(2) 1 Erosion/Water Pollution $10,000** $10,000 WSDOT FORCE Control Per FA ACCOUNT **Common price to all bidders Schedule VII Total $ 83,412.50 Willis Street Improvements/Leyrer 21 September 26,2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE VIII — ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8005 8-02.5 310 Topsoil Type A $ 68.00 $ 21,080.00 KSP CU YDS Per CY 8010 8-02.5 25 Fine Compost $97.00 $2,425.00 KSP CU YDS Per CY 8020 8-02.5 300 Seeded Lawn Installation $ 3.50 $ 1,050.00 KSP SQ YDS Per SY Schedule VIII Total $ 24,555.00 Willis Street Improvements/Leyrer 22 September 26, 2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal BID SUMMARY ,4 835; 33 ' 2!;- Schedule I $835,553.25 Street Schedule IV $84,690.50 Storm Sewer Schedule V $383,228.00 Traffic Control Schedule VI $610,570.00 Electrical Schedule VII $83,412.50 Temporary Erosion &Sedimentation Control Schedule VIII $24,555.00 Roadside Restoration TOTAL BID AMOUNT $2.022,989.25 Willis Street Improvements/Leyrer 23 September 26,2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SUBCONTRACTOR LIST (Contracts over 1 million dollars) HVAC, PLUMBING A140 ELECTRICAiL, Name of Bidder: E LL( I'1)L1.�..� ��W VQ Project Name: Willisee Jmarov+ ts ._.� Project Number: 22-3 2 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors With whom they Bidder, if awarded the contract, will subcontract for performance of the work of heeting, ventilation,, and air conditioning; plumbing; and electrical, or name itself for the work. Failure of the Bidder to submit, within one hour after the published bid submittal time, the names of such subcontractors or to narne itself to perform such work or the naming of-two or more subcontractors to perform the same work shall render the Bidder's Sid nonresponsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Names Plumbing 5wbcontractor N,gime: Electrical Subcontractor Name: k46:'�7t_N 1eC7WZ7C' __�l��ioc?'� ftftCY Ig u of Bidd w Date Willis Street Improvements/Leyrer 24 September 26, 2024 Project NUMber. 22-3029 4.,......:,spa a.... r...: a.,..... n_.-iu..,w._.. ._o r..w r..,.. n,..,. ...-.-...., n....a:�:........ 1..+..,:..,.-...:.....i ....._ ...... w....« ,�... r i......,. c....,.:cap ni,r.i SUBCONTRACTOR LIST (Contracts over I million dollars) STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION Name of Bidder: G)i-�Irkl n n C �) Project Name: Willis reet ImDroveii nts Project Number: 22-302 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 structural steel installation and rebar installation. Failure of the Bidder to submit, within 48 hours after the published bid submittal time, 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, Vold. Structural Steel Installation Subcontractor Mime: Rebar Installation Subcontractor Name: ld er Date Willis Street Improvements/Leyrer 75 September 26, 2024 Project NUmberr 22-3029 }.......:..t...a . ., r..:ia.,.... n..-ai.......:.... .-.4 ...-n r_... r,.,.,. ...._...., n.....a:..-.....,. r....,...,...:..�a. ..,.., ...... i._..«.. ..-,-.. ri..,...,. cr.,._:c.. n.....1 Exhibit A 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. Willis Street Improvements/Leyrer 26 September 26, 2024 Project Number: 22-3029 Exhibit A If the bidder fails to request a modification within the time allowed or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: NAME: nff, hC UClf1Ci ADDRESS: 7R17I --'1) }-ba\hiiffmnn 1Qd I�,�actilt'� 1 W`A OV2321 PRINCIPAL OFFICE: :� 'EW5 ta<wyc(Jon ADDRESS: 223« Tf i11u-A-eMon k '; !t � 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 If applicable, provide a copy of your plumbing contractor license in compliance with chapter 18.106 RCW, an elevator contractor license in compliance with chapter 19.28, or an electrical contractor license in compliance with chapter 19.28 RCW, as required under the provisions of those chapters. 1.3 Provide your current state unified business identifier number. 1.4 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 Willis Street Improvements/Leyrer 27 September 26, 2024 Project Number: 22-3029 Exhibit A Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.5 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). 1.6 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. p . 1.7 Provide proof that a designated person or persons with your company has either received training from the department of labor and industries or an approved training provider on the requirements related to public works and prevailing wages under chapter 39.04 RCW and 39.12 RCW or provide proof that your company has completed three or more public works projects and have had a valid business license in Washington for three or more years and are exempt from this training requirement. 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: k VVA�- �Z 2.3.2 State of incorporation: '�C� 1C1g�DYl 2.3.3 President's name: , - x-,% S-�)(LkCY.)6 2.3.4 Vice-president's name(s): Cho_ 2.3.5 Secretary's name: nO-- 2.3.6 Treasurer's name: CCU 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: I `, 2.4.2 Type of partnership (if applicable): i Willis Street Improvements/i-eyrer 28 September 26, 2024 Project Number: 22-3029 Exhibit A 2.4.3 Name(s) of general partner(s): t 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: . 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. 3.2 List jurisdictions in which your organization's partnership or trade name is filed. ' 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. H e-/Wc� b0k , (A h I I be'S 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? , ., . 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?` , 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. 4.4.1 State total worth of work in progress and under contract: �, - , , I I=i � x 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: l fyM lbn(t Willis Street Improvements/Leyrer 29 September 26, 2024 Project Number: 22-3029 Exhibit A 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment. 5. REFERENCES 5.1 Trade References coec ckwGC CO 1-1 5.2 Bank References:�rv- ce attached 5.3 Surety: 5.3.1 Name of bonding company: at anPd 5.3.2 Name and address of agent: 6. FINANCING 6.1 Financial Statement. wuy) QE'Webl%- After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: 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? Willis Street Improvements/Leyrer 30 September 26, 2024 Project Number: 22-3029 Exhibit A 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? Willis Street Improvements/Leyrer 31 September 26, 2024 Project Number: 22-3029 Exhibit A 7. SIGNATURE 7.1 Dated at this 'L! day of DCt�her , 2024. Name of Organization: � YIC .Y .1�Ind JOIN` ; LLCII By: Titl Pres1 C1t'Y1+ 7.2 SIC being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this day of 0C�Ub(f , 2024. n Notary Public: tr C Y na `D�IYI 5 My Commission Expires ANMA 5- `� > $:(p Willis Street Improvements/Leyrer 32 September 26, 2024 Project Number: 22-3029 BIDDER RESPONSIBILITY CRITERIA Statement that Bidder Has Not Seen Diultialified This statement is required by state law (PCW 39.04.350(1)(d)) to be submitted to the City before the contract can be awarded. The bider hereby certifies that, within thO three-year period immediately pr(moding the bid solicitation date (October 10, 2024), the bidder has not been disquallfied from boding on any public Works contract under RCW 39.06.010 or 39.12.065(3). ' Iglu n �OY1� c�iv Bidd BW ' es N me SigrWP#1 F Authorized Officialhn�) Printed Name MAO(16ta Title Date City State * If a corporation, proposal must be executed i►7 the corporate name by the president or vice-president (or any ether corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner, Willis Street:Improvements/Leyrer September 26r 2024 Project NUmher, 22-3029 t.,. :.a..a �.. r...:t a..._.. Y......L.+.n....+ ..L o.r r.-.. n..... ...-.,..... n.,...a:�...,..,. t.,. n ......... . ....... ...... L....+. ....... 'n l.,....� tf.....J Li♦ n....i BIDDER iRESPONSIBILI'TY CRITERIA Certification of Compliance '11II'iith Wage Payment Statutes This certifkation 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 procading the bid solicitation date (October 10, 2024), 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 udder penalty of perjury under the laws of the State of Washington that the foregoing is true and correct, 1)0 D 64V(h r� Bides Bu iness Name riz ed Official* =N-aD Titl e Date City State * If a etarporation, 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. Willis Street Improvements/Leyrer 34 September 26, 2024 Project Number, 22-3029 ... r a..a ..... r,..:i a...,... r...._a..-.i.=� ..x r.rw r..... n...... .........., n.....a_�_....._ xa.,....-.,-.,..� ...... ...... v._...., .,... ri......_ .r,...:a.. �....i PROPOSAL SIGNATURE PAGIE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, it 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 muting. 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 band, cashier's check or cash in at! 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 , ti-,...,.__, — to the plans and/or specifications is hereby acknowledged. Failuite to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signiing this Proposal Signature Page, the undersigned bidder agrees to accept all contract fcwms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether scut forth by the Oty or by the Bidder, DATE: � LC \I(AbW NAM CJ BID Elk ure o utho—rrz4dRepresentative Pmpn 30hY)`p - 1rY1�1nfa� (Print Dame and Title) Address Willis Street:Improvements/Leyrer5 September 26, 2024 Project NUMber; 22-3029 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Strickland & Sons Excavation LLC , as Principal, and Atlantic Specialty Insurance Company , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal SUM of Five Percent(5%)of Bid Amount Dollars, for the payment of which the Principal and the Surety 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 Willis Street Improvements/Project Number: 22-3029 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 10th DAY OF October 2024. Strickland & Sons Excavation LLC P IPAL A lanti�c Specialty Insurance Company SURETY Christ her Attorney-in-Fact 20 Received return of deposit in the sum of $ Willis Street Improvements/Leyrer 36 September 26, 2024 Project Number: 22-3029 m A intact INSURANCE I Power of Attorney KNOW ALL MEN BY THESE PRESENTS,that ATLANTIC SPECIALTY INSURANCE COMPANY,a New York corporation with its principal office in Plymouth, Minnesota,does hereby constitute and appoint: Aliceon A.Keltner,Alyssa J.Lopez,Amelia G Burrill,Annelies M.Richie,Brandon K.Bush,Carley Espiritu, Charla M.Boadle,Christopher Kinyon,Donald Percell Shanklin Jr.,Eric A.Zimmerman,Holli Albers,Jacob T.Haddock,James B.Binder,Jamie L. Marques,Julianne Morris,Julie A.Craker,Julie R Truitt,Justin Dean Price,Kari Michelle Motley,Katharine J.Snider,Lindsey Elaine Jorgensen,Lois F. Weathers,Michael S.Mansfield,Sarah Whitaker,Tamara A.Ringeisen,each individually if there be more than one named,its true and lawful Attorney-in-Fact,to make,execute,seal and deliver,for and on its behalf as surety,any and all bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof; provided that no bond or undertaking executed under this authority shall exceed in amount the sum of:unlimited and the execution of such bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof in pursuance of these presents,shall be as binding upon said Company as if they had been fully signed by an authorized officer of the Company and sealed with the Company seal: This Power of Attorney is made and executed by authority of the following resolutions adopted by the Board of Directors of ATLANTIC SPECIALTY INSURANCE COMPANY on the twenty-fifth day of September,2012: Resolved: That the President,any Senior Vice President or Vice-President(each an"Authorized Officer")may execute for and in behalf of the Company any and all bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof,and affix the seal of the Company thereto;and that the Authorized Officer may appoint and authorize an Attorney-in-Fact to execute on behalf of the Company any and all such instruments and to affix the Company seal thereto;and that the Authorized Officer may at any time remove any such Attorney-in-Fact and revoke all power and authority given to any such Attorney-in- Fact. Resolved: That the Attomey-in-Fact may be given full power and authority to execute for and in the name and on behalf of the Company any and all bonds, recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof,and any such instrument executed by any such Attorney-in-Fact shall be as binding upon the Company as if signed and sealed by an Authorized Officer and,further,the Attorney-in-Fact is hereby authorized to verify any affidavit required to be attached to bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof. This power of attorney is signed and sealed by facsimile under the authority of the following Resolution adopted by the Board of Directors of ATLANTIC SPECIALTY INSURANCE COMPANY on the twenty-fifth day of September,2012: Resolved: That the signature of an Authorized Officer,the signature of the Secretary or the Assistant Secretary,and the Company seal may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing an Attorney-in-Fact for purposes only of executing and sealing any bond, undertaking,recognizance or other written obligation in the nature thereof,and any such signature and seal where so used,being hereby adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS WHEREOF,ATLANTIC SPECIALTY INSURANCE COMPANY has caused these presents to be signed by an Authorized Officer and the seal of the Company to be affixed this first day of January,2023. •,P�•�Y, =`t�G r'v) pRPOR .9Z :a SEAL` : m' 7/1_ `= 19 .02 86 o s By STATE OF MINNESOTA Y6 !�!w voP dayc' Sarah A.Kolar,Vice President and General Counsel HENNEPIN COUNTY %�f b i} ��•°` On this first day of January,2023,before me personally came Sarah A.Kolar,Vice President and General Counsel of ATLANTIC SPECIALTY INSURANCE COMPANY,to me personally known to be the individual and officer described in and who executed the preceding instrument,and she acknowledged the execution of the same,and being by me duly sworn,that she is the said officer of the Company aforesaid,and that the seal affixed to the preceding instrument is the seal of said Company and that the said seal and the signature as such officer was duly affixed and subscribed to the said instrument by the authority and at the direction of the Company. ALISON D. NASH-TROUT + M NOTARY PUBLIC-MINNESOTA , My Commission Expires << b January 31,2030 Notary Public I,the undersigned,Secretary of ATLANTIC SPECIALTY INSURANCE COMPANY,a New York Corporation,do hereby certify that the foregoing power of attorney is in full force and has not been revoked,and the resolutions set forth above are now in force. Signed and sealed. Dated 0 3}•� day of AG &r, Z0 SEAL e0 1986 o s site This Power of Attorney expiresw vat January 31,2030 r I '' Kara L.B.Barrow,Secretary Please direct bond verifications to surety(@intactinsurance.com CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1,, That the undersigned person($), firm, association or corporation has (have) not, either directly or isrdirectly, 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. Willis Street Improvements Project Numher: 22-3029 y NAME OF PROJECT NAM OF BINDER'S FIRM SIGNATURE H RIZED y ENTATIVE OF BIDDER Willis Street: Improvements/Leyrer 31 September 26, 2024 Project Number: 22-3029 •.......:.._A �,., n._J l.]....... ---- ;.t r..n 1...,. n_,.. ...... ... n....,.a1�J...-.. x}......r.........a. _.._. ...... L.._..... ......., r _._..,. a,.__ L., n...._l This changg order form 1X i gr e,_ xample rpos!js only. ,ftsubmitting ji the bidder age to be bound My the terms Qf this change gEder form for,any change or&rls. CHANGE ORDER NO. [Enter # 1, 2, 3, etc.] NAME OF CONTRACTOR: rInsert ComDanv Namel ("Contractor") CONTRACT NAIVE & PROJECT NUMBER: 'Insert r_pe of Original Contract & Project , if appli able ORIGINAL CONTRACT DATE: JLnsert Date _ ri final Contractwas Sia►1ed]. This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified GIs follows: 1. Section 1 of the Contract is hereby modified to revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly Identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section 1 of the Contract are also modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) _ Net Change by Previous Change Orders: $ (incl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Devised Contract Sum $ Willis Street Improvements/Leyrer 38 September 26, 2024 Project Number; 22-3029 }......__:,s„a �,-. n,.< a...,... r....�,t,..,.«..._ ..d r.rr r....-. ra..... ........... n.....a:�:_..... w ....,...,.....,.,. ...... ....., i-._..... ....,... „ ....._.. rr_._:t... n:.... Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (:L) for this Changt working days Order Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1.-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VIi of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-rieferenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, of lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR CITY OF KENT: (signature) (signature) Print Name: Print Name: Chad Bieren, P.E. Its_ Its Public Works Director, (title) (title) DATE: DATE: APPROVED AS TO (FORM: (applicable if Mayor's signature required) Kent Law Department Willis Street Improvementsil-eyrer 39 September 26,2024 Project Number: 22-3029 h.,..._..a...a �,. n..:i a...,... n...,n,.,,........ _C r.rn T.-.. n.... ............ n.-....a_i........ .......w r-.......,. ...... ...... i..._...., p.,... ri...,.._ .r,...:a., n....i BIDDER'S CHECKLIST The following checklist is a guidelirie 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 ....................19-' Order of Contents.................................................................................GY Invitation to Bid...................................................................................W Contractor Compliance Statement........................................................M- Date............................................................................................G7� Have/have not participated acknowledgment.............................GY Signature and address ................................................................1�' Declaration - City of Kent Non-Discrimination Policy...........................62- Date and signature .....................................................................W Administrative Policy...........................................................................13 " Proposal...............................................................................................17 First line of proposal - filled in ...................................................❑ Unitprices are correct ................................................................ Bid the some unit price for asterisk (*) bid items.......................❑ Minimum bid prices are correct...................................................❑ Subcontractor List (contracts over $1M - HVAC, Plulmbing, & Electrical)............G- Subcontractors listed properly....................................................12 Signature....................................................................................l Subcontractor List (contracts over $1M - Structural Steel & Rebar Installation)- Subcontractors listed properly....................................................G7 Dante and signature ..................................................................... 1�' Contractor's Qualification Statement ...................................................C�" Complete and notarized ..............................................................0, Statement that Bidder Has Not Been.Disqualified ................................G- Certification of Compliance with Wage Payment Statutes....................M Proposal Signature Page......................................................................i7 AllAddenda acknowledged ......................................................... Date, signature and address .......................................................13' BidBond Form .....................................................................................hY Signature, sealed and dated........................................................ Power of Attorney.......................................................................1�' (Amount of bid bond shall equal 5% of the total bid amount) Combined Declaration Form.................................................................C ' Signature...........................................................a........................ Change Order Form (Example).............................................................1 Bidder's Checklist ................................................................................ I�' 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 BONQ To be executed by the successful bidder and its surety company. Willis Street Improvements/l_eyrer 40 September 26, 2024 Project Number; 22-3029 �...._.e a..a �.., n._-�a...,.,. r.......�..«.,._.. ,.A r.,r r_... n..... .....,...., n.,..,a.�:....... r....-..,......-.a. _.._ ...... u....... .-...». ni..-.._ t.,..,.;a:.. n:.�i- ♦ k k i SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.350) 1 .1 DEPARTMENT OF LABOR & INDUSTRIES It CERTIFICATE OF REGISTRATION Department of Labor and Industries STRICKLAND & SONS EXCVTN LLC PO Box 44450 Olympia, WA 98504-4450 Reg: CC STRICSE881QB UBI: 603-203-533 { Registered as provided by Law as: Construction Contractor (CC01) - GENERAL 650 STRICKLAND & SONS EXCVTN LLC Effective Date: 11/2/2012 PO BOX 10 Expiration Date: 11/2/2024 BUCKLEY WA 98321 re Lxi:k��'V4 3 } F 1 SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.350) 1.3 CURRENT STATE UNIFIED BUSINESS IDENTIFIER NUMBER Department of Labor and Industries STRICKLAND & SONS EXCVTN LLC PO Box 44450 Olympia, WA 98504-4450 Reg: CC STRICSE881QB UBI: 603-203-533 Registered as provided by Law as: Construction Contractor (CCO 1)-GENERAL 650 STRICKLAND & SONS EXCVTN LLC Effective Date: I V2/2012 PO BOX 10 Expiration Date: 11/2/2024 BUCKLEY VGA 98321 1_ SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.350) 1.4 INDUSTRIAL INSURANCE, ESD NUMBER, & STATE EXCISE TAX REGISTRATION NUMBER BUSINESS LICENSE Issue Date: Aug 02, 2024 Limited Liability Company Unified Business ID#: 603203533 Business ID#: 001 Location: 0003 STRICKLAND &SONS EXCAVATION LLC Expires: May 31, 2025 28008 HINKLEMAN RD BUCKLEY WA 9W21-8205 UNEMPLOYMENT INSURANCE -ACTIVE INDUSTRIAL INSURANCE-ACTIVE MINOR WORK PERMIT-ACTIVE TAX REGISTRATION -ACTIVE CITY/COUNTY ENDORSEMENTS: BUCKLEY GENERAL BUSINESS -ACTIVE PUYALLUP GENERAL BUSINESS-NON-RESIDENT#2010663-ACTIVE LAKEWOOD GENERAL BUSINESS-NON-RESIDENT#BL15-00448-ACTIVE KIRKLAND GENERAL BUSINESS- NON-RESIDENT-ACTIVE CARNATION GENERAL BUSINESS-NON-RESIDENT-ACTIVE LACEY GENERAL BUSINESS - NON-RESIDENT#216238 (EXPIRES 12/31/2024)-ACTIVE TUKWILA GENERAL BUSINESS- NON-RESIDENT-ACTIVE DUTIES OF MINORS: Ages 16-17: Shovel, pick up parts, general labor. *MINOR MAY NOT WORK AT HEIGHTS GREATER THAN 10 FT OFF THE GROUND OR FLOOR LEVEL.` LICENSING RESTRICTIONS: All minors are prohibited from occupations involving excavations. Minors may manually dig trenches that are less than four feet deep. WAC 296-125-030(16) It is the business's responsibility to comply with minor work permit requirements. See WAC 296-125-030 and WAC 296-125-033 for Non-Agricultural and WAC 296-131-125 for Agricultural guidelines and restricted activities. iar ducument hats l registrations, endorsements, and licenses authorized for the business / J r I. namad u above.Rp cenpingihic document,the licensee certifies the iniunnaiion on the appliratiou ws complete,true,and accurate to the best of his or her kno%%ledge,and that business will be ar conducted in compliance with all applicable Washington state, rounty,and rity regulations. -s_ '.ma's.-�-�f• - _ =.TF O<V:15-'ihlGTr UBI: 603203533 001 0003 Expires: May 31, 2025 STRICKLAND&SONS UNEMPLOYMENT INSU ANCE- EXCAVATION LLC ACTIVE 28008 HINKLEMAN RD INDUSTRIAL INSURANCE-ACTIVE BUCKLEY WA 98321-8205 MINOR WORK PERMIT-ACTIVE TAX REGISTRATION-ACTIVE BUCKLEY GENERAL BUSINESS- ACTIVE PUYALLUP GENERAL BUSINESS- NON-RESIDENT#2010863-ACTIVE LAKEWOOD GENERAL BUSINESS- NON-RESIDENT#DL15-00448- ACTIVE KIRKLAND GENERAL BUSINESS- NON-RESIDENT-ACTIVE CARNATION GENERAL BUSINESS- I ^ BUSINESS LICENSE Issue Date: Aug 02, 2024 Limited Liability Company Unified Business ID#: 603203533 Business ID#: 001 Location: 0003 STRICKLAND &SONS EXCAVATION LLC Expires: May 31, 2025 28008 HINKLEMAN RD BUCKLEY WA 98321-8205 Minors may not operate or work in close proximity to heavy moving equipment.This includes, but is not limited to, earth-moving machines, cranes, compactors, forklifts and tractors. WAC 296-125-030(17) REGISTERED TRADE NAMES: STRICKLAND &SONS EXCAVATION o'in,donrme. lists the registrations,document, endorsements, and and licenses o"lla ized for the bu'iness tt:{ named atwce.Ry accepting the dmnunent,the licensee certifies the information on the applicaliou Was complete, true and accurate to the best of his or her knowledge,and that business will be conducted io compliance with all applicable Washington state, counm and city regulations. - hr i NASHINGTON UBI: 603203533 001 0003 Expires: May 31, 2025 STRICKLAND&SONS UNEMPLOYMENT INSURANCE- EXCAVATION LLC ACTIVE 28008 HINKLEMAN RD INDUSTRIAL INSURANCE-ACTIVE BUCKLEY WA 98321-8205 MINOR WORK PERMIT-ACTIVE TAX REGISTRATION-ACTIVE BUCKLEY GENERAL BUSINESS- ACTIVE PUYALLUP GENERAL BUSINESS- NON-RESIDENT#2010863-ACTIVE LAKEWOOD GENERAL BUSINESS- NON-RESIDENT#BL45.00448- ACTIVE GENERAL BUSINESS NON-RESISI DENT-ACTIVE CARNATION GENERAL BUSINESS- IMPORTANTI PLEASE READ THE FOLLOWING INFORMATION CAREFULLY BEFORE POSTING THIS LICENSE General Information Endorsements Post this Business License in a visible location at your All endorsements should be renewed by the expiration place of business. date that appears on the front of this license to avoid any late fees. If you were issued a Business License previously, destroy the old one and post this one in its place. If there is no expiration date, the endorsements remain active as long as you continue required reporting.Tax Login to My DOR at dor.wa.aov if you need to make Registration, Unemployment Insurance, and Industrial changes to your business name, location, mailing Insurance endorsements require you to submit periodic address, telephone number, or business ownership, reports. Each agency will send you the necessary reporting forms and instructions. Telephone: 360-705-6741 For assistance or to request this document in an alternate format,vish http:/ibusiness.ws.govBLS or call(360)705.6741.Teletype(TTY)users may use the Washington Relay service by calling 711. eLs-'roa/m(mmizo) _.. --- - -- - - ---- -- -._--T SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.350) 1.5 STATEMENT REGARDING BIDDING PUBLIC WORKS CONTRACTS UNDER RCW 39,06.010 OR 39.12.065(3) xc.�v.�►r� o r CONTRACTORS QUALIFICATION STATEMENT SECTION 1.6 I, Joshua Strickland, President of Strickland & Sons Excavation LLC under penalty of perjury, hereby provides the following statements as required by Section 1.4 of the Contractor Qualifications Statement for City of Y-)e"- - , Project 1 � (Project No: ) 1.5 Strickland & Sons Excavation, LLC. Including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of Strickland & Sons Excavation, LLC, 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). Data: 1C) �iJ - YI G�I< �1JY1SCCG V��iO i� Name of Bidder 4 Signature of AUN Rapfeaeirtativa of nria Jcsyi V15 -rYVAV10 ge r Name and ride of AuthoOZOOlopmseMetive SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.350) 1 .6 STATEMENT REGARDING RCW 49.48.082, OF ANY PROVISIONS OF CHAPTERS 49.46, 49.487 OR 49.52 RCW a Z_ �*P1 xc.r►v�►-r� o� CONTRACTORS QUALIFICATION STATEMENT SECTION 1.6 I, Joshua Strickland, President of Strickland & Sons Excavation, LLC. under penalty of perjury, hereby provides the following statements as required by the Contractor Qualifications Statement for City of Project t 1 1 (Project No.: �`; , i 1.6 Strickland & Sons Excavation, LLC. has not within the preceding three (3) years immediately preceding the bid solicitation date, been found to be 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. Date: Named r Signature Au ' ed kepnaentafive Name and Title of Autho ted ftresentafive tIL $X -i . SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.350) 1 .7 PROOF A DESIGNATED PERSON OR PERSONS RECEIVED TRAINING FROM DEPT OF L & I UNDER CHAPTERS 39.04 RCW & 39.12 RCW Wser&I—n ridumie, (htlps: ni,Wa.g�vn Contractors Strickland &Sons Excvtn LLC Owner or tradesperson Po Box 10 Principals BUCKLEY,WA 98321 Strickland,Joshua RovAand,PARTNER/MEMBER 253,104.2600 PIERCE County Doing business as Strickland&Sons ExcvtO LLC WA UBI No. Business type 603 203 533 Limited Liability Compsny Registration Verity the contractor's active registration/license/certification(depending on trade)and any pest violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. STRICSEB81QB Effective—expiration 11/0212012—11/02/2024 L&I Contractor Registration: 1.800-847-0982•Email:ContRsg@Lni.m.gov Bond Philadelphia Indemnity Ins CO $12,001 Bond account no. P800499800082 Received by L&I Effective date 1010912018 10/0112018 Expiration dale Until Canceled American Contractors Indent CO $12,000.00 Bond account no. 1002332 Received by L&I Effective date 0710212013 06113/2013 Expiration date Until Canceled Insurance Continental Insurance GO $1,000,000.00 Policy no. 7017646023 Received by L&I Effective date 10/1012023 10111112022 Expiration date 10/1112024 Insurance history Savings No savings accounts during the previous 6 year period. r Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. i Tax debts No L81 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. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Registered training agent Check their eligible programs and occupations. Workers' Comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. This company has multiple workers'comp accounts. Aethre accounts L81 Account ID Account is current. 628,118l Doing business as STRICKLAND&SONS EWAVA'MON L Estimated workers reported Qrmrter4 of Year 2023"21 to 30 Workers" L6.1 account contact TB/MICHELE GARRETT(360)902-4620-Email:GA MI235@Ini.wa.gov Track this contractor Public Works Requirements Verity the contractor is eligible to perform work on pudic works pojects. Required Training—Effective July 1,2019 Exempt from this requirement Completed the training on 1119/2024 Contractor Strikes Ito strikes have been Issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace Safety & Health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date No violations 0311712023 Inspection no. 317972457 Location 940 Meridian Ave E Milton,WA 98354 Inspection results date 10/0712019 Inspection no. 317956077 Location 33620 21st Ave S W Federal Way,WA 98023 Inspection results date OY05/2019 Violations Inspection no. 317953003 Location state Rt 505 WmImK WA 99595 SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.350) 4.4 MAJOR CONSTRUCTION PROJECTS IN PROGRESS XC.•®Vil®►'�'� )lam CURRENT PROJECTS IN PROGRESS PROJECT NAME OWNER ARCHITET/ CONTRACTAMT %COMPLETED COMPLETION ENGINEER DATE Mill Creek Reestablishment City of Kent City of Kent $3,292,409.03 80% Early Oct 2024 Sno-Vatley Sno-Valley Affordable CM Design Senior Housing Senior Group $511,332.00 75% Early June 2024 Apartments LLC Tukwila 7-Eleven 7-Eleven Inc. Kimtey Horn 0% TBD All Guard Nirav&Shilpa AHBL,Inc. $1,429,632.00 Storage Patel 0% TBD ARCO AMPM Barghausen $554,573.00 Seattle BP Products Consulting 50% TBD Puyallup Tribe Hydrometrics, PTOI Townhomes Housing Inc $1,074,955.00 5% Late Feb 2024 108th Ave SE/SE 264th St Late January Compact City of Kent KBA.Inc $1,258.620.58 95% 2025 Roundabout M dI r SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCWW 39.04.350) 4.5 MAJOR CONSTRUCTION PROJECTS COMPLETED IN THE LAST (5) FIVE YEARS o o 0 0 0 o 0 IL O ✓� 6 6 Q N N N N N N d N N N N N [yV EN N 0 0 0 ^ f 2 in E Z Z Z O h h f Z < Z Z O 6 6 f LL O f G C ✓ai h U U N N C�J Y O N O O O O 9 O p p 0 m m t� N N m Y8 Y 10 m O n O O N O O N O N C C 6 O n m m W 6 n m h ey O W pp� pN n n ryO n �p ((gyp p V n {Np y e� N O O N N Oml 1� T O O O n N OI 4� N � mdm �nyn4 'o^ W mi n m W 4 4 4i u Cj myno N N N m W lq {y C m m h m 0. m N n m N N N CJ CJ m m m q� N � N 01 1y1 {V1 N W O? N n n m N n n N n t7 P- n c� fb In N A t D �J� �p IO m a fD m h !11 NO tpp (y �(�1. [V N ry O Epp ti S O N O O O O O N N N V Q Q N N t7 Q V t7 O N d N N N O < N N m N m N N V N N N n N N N V p N Vl SJ 9 � a .o c U o y q H G G G Q zNx0 i 3 c G`G ✓ V at C _ E m h r U Vl 3 0 0101 N A Y Y 2 Y 6 m O V N LN c W9 pWp 6 W d 1 IY d J L ' 'J C E j C C 9 y'J m > > 0 am a y o m> o m a m o n <`° ao c q 3 a t c m ° fn a N° i 5 2 5 r c°j " u ` a '� o c v `° c. oci o « o 0 oT «OT UO 0 0 O N S h nm h Y 2 m S U S h w m U h m A ` C � ` C � 9 E V o a d fi < N � J � c o ' mOmaa c r- w 3 W x u5i e3 W IZ xm3w � 3x > Y `� m h o � cim m in n a nc» ¢ Y nm N Y Y O W C 3 O y N N N N N N N y rl E 0 U q p OO N N O O N � 00 0 (O O O O N Q m Y O m p p N Q p p O N N N Imfl n n m r N ^O S S QO O O N O T O O 1� O N OI d N n N �Np N N ^ n m ^ N O T n [V l7 N I? t7 m m T Epp tp N t0 �Np �p N tNO m m {Op M m 2 N Cl N N C N b U N 6 C C C C OE a E N i N i i m m N m m c 3 ' i 6 Y 6 W L � Y 5 S E E S u i a ° — c c 3 i3 c o y 3 t� a y m m m a 1n N N m S r LL 6 IA U r - o Y a q a ¢ m �° YrSnf LLz00 i Ui� UZU ,at SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04,350) 4.6 KEY INDIVIDUALS xce►vw.T>. o lrll CONTRACTORS QUALIFICATION STATEMENT SECTION 4.6 KEY INDIVIDUALS NAME POSTION EXPERIENCE Josh Strickland Owner 20+ Paul Bean Pro'ect Manager 40+ Anna Johns Pro'ect Manager 8+ Kelly Lynch Estimator 20+ Robert Clark Superintendent 20+ James Shabel Foremen 30+ Brett Flores Foremen 10+ John Nelson Foremen 20+ *Varies* O erators x 6 10 40+ *Varies* Pipe Layers x 2 2-5+ *Varies* Laborer x 5 1-5+ *Varies* TCS x 1 1-10+ *Varies* Fla ers x 4 1-5+ *Varies* Drivers x 4 10-30+ M r A M SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.350) 4.7 MAJOR EQUIPMENT 71C�.r►V.il.1'/ ®1V STRICKLAND & SONS EXCAVATION LLC EQUIPMENT LIST (Following Equipment is available on an as needed basis) TO 4 MAKE YEAR T 4 MAKE YEAR TR-3 1 TK70 Dove Trailer .. 1991 E-402 Case 580 M Back Hoe 2007 PT-205 Ford F 550 2015 TR-302 TK50 Tilt Trailer _ 1997 E-406 lJohn Deere 200 LC Track Hoe 1998 PT-206 Ford F 450 1999 TR 303 Sturdy Weld Pup Trailer 1995 E-407 John Deere 210 G Track Noe 2012 PT-211 Ford F350 2019 TR-304 Columbian Pup Trailer 1992 E-408 John Deere 650 J Dozer 2006 PT-212 Ford F550 2019 TR-306 TK Side Dump 2016 E-410 John Deere 444 H Wader 2004 PT-213 Ford F450 2019 TR-308 TK110 Low Boy Trailer 2006 E-411 John Deere 644 K Wader 2010 PT-215 Ford F 350 2018 TR-310 TK 1 Axel Booster 2006 E-415 Brice Broom BB250V 2006 PT-2 17 Ford F 350 2021 TR-311 TK Side Dump tk60s5d 2017 E-417 John Deere 750C Dozer 1999 PT-218 Ford F350 2023 TR-312 TK Side Dump TK6055D 2018 E-418 CAT D8 Dozer 1975 PT-219 TR-313 Sullair Towable Air Compress 1998 E-420 CAT D30C Dumptruck 1986 PT-220 TR-3 4 Pioneer Dewatering 2006 E-421 Sasaki 59 SV700 66"Roller 1998 PT-221 TR-315 IR Light Tower 2010 E-424 Terex TS 14 Scraper 1978 Chevy Duramax PT 2022 TR-316 3 Awel Flat Deck Load 2006 1978 ,.. TR-317 3 Axel Tilt Deck PI T6223 2018 E-425 Terex TS 14 Scraper E-426 Terex TS 14 Scraper 1978 T-101 Kenworth Dump Truck 1979 TR-318 Big Tex Dump Trailer 2019 E-429 John Deere 245 G 2016 T-163 Kenworth 5th Wheel W900 1992 TR-319 Water Trailer 2005 E430 Hitachi 501.1 2014 T-104 Kenworth Double Drop Axel Dump 1995 TR-320 Finn Hydroseeder 2002 E-432 John Deere 700J 20057 T-1 7 Kenworth Sth Wheel Lowboy 1997 2-322 MGS Cat Generator N81-8125 n/a VT E-433 Power Screen Warrior 600 2016 T-108 Water Truck Ford L 7014 10M 1988 TR-323 30 Ft Conveyer 1990 E-436 CAT 631 Scraper 1982 T-109 Freightliner FL Water Truck 2000 TR-324 Wese Dump Trailer(End Dump) E-438 Case CX 145D Excavator 2018 T-1 0 Peterbilt 378 1988 Trailer TK-18 2005 E-443 John Deere 350GLC 2016 T-112 Kenworth 5th Wheel 2000 Fruehauf Flatbed Trailer-48ft 1992 E-44S Komtso 210 LC 0 1 2015 T-115 Mack 700 Fuel Truck 1996 Sullivan-Palatek D1850 Air Cam 2005 E-446 Dyna Pac 84in Roller T-116 Kenworth Dump Truck 2001 BF135.8 60"Crusher Bucket 2017 E-449 John Deere 851 Dozer 2015 T-117 Kenworth Service Truck 2004 Message Board 1 2017 E-450 CAT 320 EX 2019 T-118 Kenworth Double Drop Axei Dump 1997 Message Board 2 2017 CAT 306 Mini 2021 T-119 Peterbilt 567 2024 Arrow Board and Trailer E-451 JD 135 G Excavator 2017 2006 E-452 CAT 305 Mini 2023 K-01 NCoreC E-453 Komastsu WA270-7 Loader 2015 K-02 20 Hook Trallet 2007 E-454 Komatsu PC88MR-11 2023 K-03 k Peterbilt 2009 E-455 Komatsu PC138USLC-11 2023 K-04 E-456 Lay-Mor SM300 Sweeper 2017 K-05 4x2 COE Van Huck 2016 E-457 PC 490-LC-11 2015 --0fi C6560 Concrete Saw 2007 E-458 CAT D8K U Blade 1979 2008 E-459 CAT 6218 Scrapper 1981 K1-18-40 40 Yard Can E-460 CAT 621E Scrapper 1981 K2-18-40 40 Yard Can 2008 E-461 Dynamic CA-25PD SN'Skeep Foot 1973 K3-1$-30 30 Yard Can 2002 E-462 IngersollRand Pro Pac 70 1998 K4-18-30 30 Yard Can 2002 E-463 K5-20-50 50 Yard Can 2023 E-464 John Deere 50 G 2021 K6-20-50 50 Yard Can 2023 -465 CAT 313 Excavator 2024 KIE-20-50 so Yard can zoza E E-466 CAT 950E Loader 1984 K12-20-50 50 Yard Can 2024 E-467 22ft Flat Deck Trailer 2025 <x " SUPPLEMENTAL INFORMATION TO CONTRACTORS QUALIFICATION STATEMENT (RCW 39.04.350) 5.1 TRADE REFERENCES xc�►vw.v s o rr CONTRACTORSQUALIFICATION STATEMENT SECTIONS 1 TRADE REFERENCES NAME COMPANY CONTACT INFO Mike Avila Pacific Rim (253) 960-4305 avila@pacrimre.net Tani Stafford Gray&Osbourn (206) 284-0860 tstafford@g-o.com Sean Flint KBA, Inc. (425) 365-3469 sftint@kbacm.com Shaun Tozer City of Duvall (425)939-8046 sha u n.tozer@duvallwa.gov Don Helling Skyway Water&Sewer (206) 324-5500 dhelling@huitt-zollars.com SECTION 5 2 BANK REFERENCE NAME COMPANY CONTACT INFO Amy James Well Fargo Bank 486-674-2779 SECTION 5.3 SURETY REFERENCE NAME COMPANY CONTACT INFO Jacob Haddock Propel Insurance (Bond: 206-262-4385 Atlantic Specialty Insurance 1201 Pacific Ave#1000, Company) Tacoma, WA 98402 ,dft► MOMMOM WI/ 6 Tr Authorized Signatures List the name and title of those individuals; in your organization who are authorized to execute proposals, contracts, bonds and other documents and/or instruments on behalf of the organization. Specify if more than one signature is required. Sign.�Aure must appelarto Name!(Tyed) Signature .-�" Title ,Josrickland _/"�"'" President !Name(Typed) S' n re Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title "the undersigned, being duly sworn, deposes and says that the foregoing is a true statement of facts concerning the individual, corpration, co-partnership or joint venture herein named, as of the date indicated: Name of Firm-Be Exact Strickland & Sons Excavation LLC Sworn to before me this with day of February 20:21 `&Ao -A I/��'' Au orized Slgn;aturew jt4 ASI irj NOTARY PUBLIC i • r� .�;8120 .:• f�(Ipa�ary Seai Corporcite Seal(s) _.... DIET ReAs 42 -007 ed10/02EF ��i,► WAS `- ��//t111111 i We3hiriTion Authorized Signatures List the name and title of those individuals in your organization who are authorized to execute proposals, contracts, bonds and other documents and/or instruments on behalf of the organization. Specify if more than one signature is required. NOTE: • appear next to name Name(Typed) Signatu Title Anna Johns U Project Manager/Contract Admin Name(Typed) Signa Title Name(Typed) Signature Title Name(Typed) _ Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Title Name(Typed) Signature Tide The undersigned, being duly sworn, deposes and says that the foregoing Is a true statement of facts concerning the individual, corpration,co-partnership or joint venture herein named, as of the date indicated: Name of Firm-Be Exact T Strickland & Sons Excavation LLC Sworn to before me this 1 0th ---------------- day of October 2024 Authorized Signalure(s). °r At 92 °y i L► DOT Form 420-W7 EF Revised 10l02 PAYMENT AND PERFORMANCE BOND Bond no. 800091488 KENT TO CITY OF KENT WAS Frig T I KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Strickland & Sons Excavation LLC as Principal, and Atlantic Specialty Insurance Company a Corporation organized and existing under the laws of the State of Washington, as a Surety Corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of $ 2,021,989.25 , together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of Willis Street Improvements/Project Number: 22-3029 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. Willis Street Improvements/Leyrer 41 September 26, 2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always verify Scal TWO WITNESSES: Strickland & Sons Excavation LLC PRINCIPAL (enter principal's name above) BY: ��II AnnaTr)hn5 T E: �� �ItI(fn4 PRINT NAME r� L DATE: CGS• 2+h DATE: U(' 1 2c�4h, 20214 Raul PRINT NAME l DATE: DL=1 • /)-5+h, 202- CORPORATE SEAL: Atlantic Specialty Insurance Company SURETY _ BY: Jtiaa L. Marques DATE: er 23, 2024 TITLE: Attorney-in-Fact ADDRESS: 150 Royall Street Suite 100 Canton, MA 02021 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 said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. SECRETARY OR ASSISTANT SECRETARY Willis Street Improvements/Leyrer 42 September 26,2024 Project Number: 22-3029 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal Fact RANCE I Power ®f Attorney KNOW ALL MEN BY THESE PRESENTS,that ATLANTIC SPECIALTY INSURANCE COMPANY,a New York corporation with its principal office in Plymouth, Minnesota,does hereby constitute and appoint: Aliceon A.Keltner,Alyssa J.Lopez,Amelia G Burrill,Annelies M.Richie,Brandon K.Bush,Carley Espiritu, Charla M.Boadle,Christopher Kinyon,Donald Percell Shanklin Jr.,Eric A.Zimmerman,Holli Albers,Jacob T.Haddock,James B.Binder,Jamie L. Marques,Julianne Morris,Julie A.Craker,Julie R Truitt,Justin Dean Price,Kari Michelle Motley,Katharine J.Snider,Lindsey Elaine Jorgensen,Lois F. Weathers,Michael S.Mansfield,Sarah Whitaker,Tamara A.Ringeisen,each individually if there be more than one named,its true and lawful Attorney-in-Fact,to make,execute,seal and deliver,for and on its behalf as surety,any and all bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof; provided that no bond or undertaking executed under this authority shall exceed in amount the sum of:unlimited and the execution of such bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof in pursuance of these presents,shall be as binding upon said Company as•if they had been fully signed by an authorized officer of the Company and sealed with the Company seal. This Power of Attorney is made and executed by authority of the following resolutions adopted by the Board of Directors of ATLANTIC SPECIALTY INSURANCE COMPANY on the twenty-fifth day of September,2012: Resolved: That the President,any Senior Vice President or Vice-President(each an"Authorized Officer")may execute for and in behalf of the Company any and all bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof,and affix the seal of the Company thereto;and that the Authorized Officer may appoint and authorize an Attomey-in-Fact to execute on behalf of the Company any and all such instruments and to affix the Company seal thereto;and that the Authorized Officer may at any time remove any such Attorney-in-Fact and revoke all power and authority given to any such Attorney-in- Fact. Resolved: That the Attorney-in-Fact may be given full power and authority to execute for and in the name and on behalf of the Company any and all bonds, recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof,and any such instrument executed by any such Attorney-in-Fact shall be as binding upon the Company as if signed and sealed by an Authorized Officer and,further,the Attomey-in-Fact is hereby authorized to verify any affidavit required to be attached to bonds,recognizances,contracts of indemnity,and all other writings obligatory in the nature thereof. This power of attorney is signed and sealed by facsimile under the authority of the following Resolution adopted by the Board of Directors of ATLANTIC SPECIALTY INSURANCE COMPANY on the twenty-fifth day of September,2012: Resolved: That the signature of an Authorized Officer,the signature of the Secretary or the Assistant Secretary,and the Company seal may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing an Attorney-in-Fact for purposes only of executing and sealing any bond, undertaking,recognizance or other written obligation in the nature thereof,and any such signature and seal where so used,being hereby adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS WHEREOF,ATLANTIC SPECIALTY INSURANCE COMPANY has caused these presents to be signed by an Authorized Officer and the seal of the Company to be affixed this first day of January,2023. SaG GpFPOggTF92>> =� SEAL m: .— `—' 1986 0 By STATE OF MINNESOTA ryb>yFw voP�da' Sarah A.Kolar,Vice President and General Counsel HENNEPIN COUNTY On this first day of January,2023,before me personally came Sarah A.Kolar,Vice President and General Counsel of ATLANTIC SPECIALTY INSURANCE COMPANY,to me personally known to be the individual and officer described in and who executed the preceding instrument,and she acknowledged the execution of the same,and being by me duly sworn,that she is the said officer of the Company aforesaid,and that the seal affixed to the preceding instrument is the seal of said Company and that the said seal and the signature as such officer was duly affixed and subscribed to the said instrument by the authority and at the direction of the Company. F'CNGST ALISON D. NASH-TROUT + a NOTARY PUBLIC-MINNESOTA :z My Commission Expires Notary Public �iy;dyo January 31,2030 rY I,the undersigned,Secretary of ATLANTIC SPECIALTY INSURANCE COMPANY,a New York Corporation,do hereby certify that the foregoing power of attorney is in full force and has not been revoked,and the resolutions set forth above are now in force. Signed and sealed. Dated 23rd day of October 2024 a.....................1 c4" �p(�PORgpF�2, SEAL. m4 1986 This Power of Attorney expires ".,bj t_w Yae d,, January 31,2030 Kara L.B.Barrow,Secretary Please direct bond verifications to surety@intactinsurance.com CONTRACT THIS AGREEMENT is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and `dbc V-tcncl 4 � m'� E)&.kA (-A-)�i� , organized under the laws of the State of kn, fiton , located and doing business att � lc�nd `c�4 ` � e��v<_rl-��,-� ("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: Willis Street Improvements/Project Number: 22-3029 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 2024 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 2024 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and work shall be physically completed within sixty (60) working days. The term of this Contract shall continue until all work has been completed, Final Acceptance has occurred, and all Contractor obligations have been fulfilled. 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. The total contract amount for all Work performed under this Contract, including Washington State Sales Tax, is $2,021,989.25. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. Willis Street Improvements/Leyrer 43 September 26, 2024 Project Number: 22-3029 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, 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. Willis Street Improvements/Leyrer 44 September 26, 2024 Project Number: 22-3029 CITY OF KENT BY ?RLPH, — DAN MAYOR DATE: 10/28/2024 ATTEST: KIMBER Y A. KOM 0, CITY CLERK APPROVED AS TO FORM: OA& lvil_- KENT LAW DEPARTMENT CONTRACTOR BY: INT NAME: TITLE: DATE: 1Q.CA�)biff- 2,c-5ih, '10214 Willis Street Improvements/Leyrer 45 September 26, 2024 Project Number: 22-3029 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. Willis Street Improvements/Leyrer 46 September 26, 2024 Project Number: 22-3029 EXHIBIT A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1. The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. Willis Street Improvements/Leyrer 47 September 26, 2024 Project Number: 22-3029 EXHIBIT A (Continued) F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A NII. 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. Willis Street Improvements/Leyrer 48 September 26, 2024 Project Number: 22-3029 Client#: 180761 STRISONS DATE ACORD,. CERTIFICATE OF LIABILITY INSURANCE 10121/2024 ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND FUFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must 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 statoment on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). CN,PROquCER NAME: Rainey Lindholm Propel Insurance A/c°NO Ext:800 499-0933 A/C,No): $66 5774326 601 Union Street; Suite 3400 ADD 1 . rainey.lindholm@propolinsurance.com COM Construction INSURER(S)AFFORDING COVERAGE NAIC# Seattle,WA 98101-1371 INSURER A:Selective Insurance Company of America 12572 INSURED INSURER a:Great American E&S Insurance 37532 Strickland&Sons Excavation LLC INSURER C PO Box 10 INSURER D: Buckley,WA 9$321 INSURER E: INSUqtRF' COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL }(HE TERMS, �gEXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS_ LTR ADDL SUB PULICY F�FF POLICY EXP — LIMITS TYPE OF INSURANCE I SR WVD POLICY NUMBER MM/DD YY) MMIDD A X COMMERCIAL GENERAL LIABILITY S256651500 0/11/2024 10/11/202 F-ACMHgOECCCURRENCE $1,000,000 CLAIMS-MADE �OCCUR P EMISES Eaocourence $300 000 MED EXP Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s2,000,000 n PRO- PRODUCTS-COMP/OP AGG $2,000,000 POLICY L� JECT [:1 LOC _ OTHER: A AUTOMOBILE LIABILITY S256651500 0/11/2024 10/11/202 E accident MBINED SINGLE LIMIT 110001000 g X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON•OWNED P OPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY r accident A �( UMBRELLA LIAB X OCCUR S256651500 0/11/2024 10/11/202 EACH OCCURRENCE $5 000 000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5 OO OOO DED X RETENTION$10000 $ A WORKERS COMPENSATION S256651500 10/11/2024 10/1 1/202 X PER OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N WA Stop Gap E,L.EACH ACCIDENT s$1,000,000 OFFICER/MEMBER EXCLUDED? N/A E.L.DISEASE-EA EMPLOYEE $$1 00O OOO (Mandatory In NH) If DESC yes,describe under RIPTION OF OPERATIONS below E,L.DISEASE-POLICY LIMIT $$1,000,000 B Poll Liab CPBE49702205 0/11/2024 10/11/202 $1,000,000/$2,000,000 Professional Liab CPBE49702205 0/11/2024 10111/202 $1,000,000/$2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) RE, Willis Street Improvements,#22-3029. City of Ken is included as additional insured on a primary/non-contributory basis, per the attached form(s). Waiver of Subrogation applies per attached form(s). CERTIFICATE HOLDER CAN L TION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Kent THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 400 West GOWN ACCORDANCE WITH THE POLICY PROVISIONS. Kent,WA 98032 AUTHORIZED REPRESENTATIVE ��JJ 01988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) 1 of 1 The ACORD name and logo are registered marks of ACORD #S7006679/M6986021 KTROO This page has been left blank intentionally. ElitePace Commercial Automobile Extension COMMERCIAL AUTO CA 78 09 04 23 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions-of the Business Auto Coverage Form apply unless modified by the endorsement. AMENDMENT TO SECTION I - COVERED AUTOS AMENDMENTS TO SECTION II - LIABILITY COVERAGES AND SECTION II - COVERED AUTOS COVERAGE LIABILITY COVERAGE A. If this policy provides Auto Liability coverage for If this policy provides Auto Liability coverage for Owned Owned Autos, the following extensions are Autos, the following extension is applicable: applicable accordingly: EMPLOYEE OWNED AUTOS-BUSINESS USE NEWLY ACQUIRED OR FORMED Solely for purposes of the coverage extended by this ORGANIZATIONS endorsement: The following is added to SECTION 11, A.1. -Who Is A. The following is added to SECTION I, A. An Insured: Description of Covered Auto Designation Any organization you newly acquire or form, other Symbols: than a partnership, joint venture or limited liability Coverage symbols 1, 2, 3, 4, 5, 6 and 7 are company over which you maintain ownership or amended to include the following: majority interest, will qualify as a Named Insured if there is no similar insurance available to that Any "auto" owned by an "employee" specifically organization. However: described on the Declarations page or on file with 1, Coverage under this provision is afforded only us when issued on a non-specified "auto" basis is considered an "autos you own and not a covered until the 180th day after you acquire or form the "'auto" you hire, borrow or lease; and organization or the end of the policy period, whichever is earlier; B. The following is added to SECTION II, A.1, Who Is 2, Coverage does not apply to "bodily injury" or An Insured: "property damage" resulting from an "accident" An "employee" who is the owner of a specifically that occurred before you acquired or formed the described "auto" on the Declarations page or on file organization. with us when issued on a non-specified "auto" basis No person or organization is an "insured" with is an "insured". respect to the conduct of any current or past If the"employee" owned "auto" is used: partnership, joint venture or limited liability company 1. Without your permission; that is not shown as a Named Insured in the 2. Outside the scope of any policies and Declarations. procedures your business has for acceptable EXPENSES FOR BAIL BONDS AND LOSS OF vehicle usage; EARNINGS 3. For any purpose other than the conduct of your Paragraphs (2) and (4) of SECTION II, A.2.a. - business; or Supplementary Payments are deleted in their 4. By anyone other than the "employee" who owns entirety and replaced with the following: the"auto", except another"employee", (2) Up to the Limit of Insurance shown on the the limits of liability available to the employee or ElitePac Schedule for the cost of bail bonds anyone other than a named "insured" under all (including bonds for related traffic law violations) coverages shall be limited to the higher of: required because of an"accident" covered under this policy. We do not have to furnish these 1. $250,000; or bonds. 2. The compulsory or financial responsibility law limits where the "auto" is licensed and principally garaged. Copyright, 2022 Selective Insurance Company of America. All rights reserved. CA 78 09 04 23 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Pagel of 6 (4) All reasonable expenses incurred by the 3, The written contract or written agreement has "insured" at our request, This includes actual been executed (executed means signed by a loss of earnings because of time off from work, named insured) or written permit issued prior to which we will pay up to the Limit of Insurance the"bodily injury"or"property damage". shown on the ElitePac Schedule. C. If this policy provides Auto Liability coverage for EMPLOYEE INDEMNIFICATION AND Non-Owned Autos, the following extension is EMPLOYER'S LIABILITY AMENDMENT applicable accordingly: The following is added to SECTION 11, B.4. - EMPLOYEES AS INSUREDS exclusions: If this policy provides Auto Liability coverage for This exclusion does not apply to a volunteer Nan-Owned Autos, the following is added to worker"who is not entitled to workers compensation, SECTION 11, A.I. -Who Is An Insured: disability or unemployment compensation benefits. Any "employee" of yours is an "insured" while using FELLOW EMPLOYES COVERAGE a covered "auto" you don't own, hire or borrow in The Fellow Employss Exclusion, SECTION II, B.6. your business or your personal affairs. is deleted in its entirety. An "employee" of yours is an "insured" while CARE, CUSTODY OR CONTROL AMENDMENT operating an "auto" hired or rented under a contract or agreement in that "employee's" name with your The following is added to SECTION 11, B.6. - permission, while performing duties related to the Exclusions: conduct of your business. This exclusion does not apply to property owned by AMENDMENTS TO SECTION III - PHYSICAL anyone other than an "insured", subject to the DAMAGE COVERAGE following: For those covered "autos" for which Comprehensive, 1. The most we will pay under this exception for Specified Causes of Loss or Collision coverage shown in any one "accident" is the Limit of Insurance the Declaration, the following extensions of coverage are stated in the ElitePac Schedule; and applicable: 2. A per "accident" deductible as stated in the TOWING AND LABOR ElitePac Schedule applies to this exception. SECTION III, A.2. - Towing is deleted in its entirety and S. If this policy provides Auto Liability coverage for replaced with the following: Owned Autos, Non-Owned Autos or Hired Autos, the We will pay all reasonable towing and labor costs up to following extensions are applicable accordingly: the applicable Limit of Insurance shown on the ElitePac 41MITED LIABILITY COMPANIES Schedule per tow each time a covered "Private The following is added to SECTION II, A.I. -Who Is Passenger Auto", "Social Service Van or Bus", "Light An Insured: Truck" or any commercial "auto" with a gross vehicle If you are a limited liability company, your members weight or gross combination weight greater than 10,000 and managers are "Insureds" while using a covered pounds is disabled. "'auto" you don't own, hire or borrow during the For labor charges to be eligible for reimbursement the course of their duties for you. labor must be performed at the place of disablement. BLANKET ADDITIONAL INSUREDS - As This coverage extension does not apply to Emergency Required By Contract Services Organizations and Governmental Entities. The following is added to SECTION 11, A.I. -Who Is GLASS BREAKAGE DEDUCTIBLE An Insured: The following is added to SECTION III, A.3. - Glass Any person or organization whom you have agreed Breakage - Hitting A Bird Or Animal - Falling Objects in a written contract, written agreement or written or Missiles: permit that such person or organization be added as If damaged glass is repaired rather than replaced, no an additional "insured" on the Business Auto deductible will apply for such repair. This extension does Coverage Part on your policy is an additional not apply to Emergency Services Organizations and "insured", but only wkh respect to liability for "bodily Governmental Entities. injury" or "property damage" caused, in whole or in part, by your ownership, maintenance or use of a covered "auto". This coverage shall be primary and non-contributory with respect to the additional "insured". This provision only applies if: 1. It is required in the written contract, written agreement or written permit identified in this section; 2. It is permitted by law; and Copyright, 2022 Selective insurance Company of America. All rights reserved. CA 78 09 04 23 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 6 ADDITIONAL TRANSPORTATION EXPENSES (c) A new original equipment part of like kind SECTION III, A.4.a. - Transportation Expenses is and quality is available and will result in the deleted in its entirety and replaced with the following: lowest overall repair cost. We will pay up to the Limit of Insurance shown on the For each leased, hired, rented or borrowed covered ElitePac Schedule for temporary transportation "auto" our obligation to pay each applicable "loss" will be expenses that you incur because of any "loss" to a reduced by the hired "auto" deductible on this policy. If covered "auto", but only if the covered "auto" carries the there is no hired "auto" coverage symbol 8 for physical coverages and meets the requirements described in damage coverage on the policy, our obligation to pay for Paragraphs 1.or 2. below: each"loss"will be reduced by the deductible equal to the highest deductible applicable to any owned "auto" for 1. We will pay temporary transportation expenses for that Coverage. No deductible will be applied to any "loss" total theft of a covered "auto". We will only pay for Such expenses incurred during the period beginning caused by fire or lightning. 24 hours after the theft and ending, regardless of the SECTION IV, B.S. Other Insurance Condition, policy's expiration, when the covered "auto" is Paragraph 6.15. is deleted in its entirety and replaced by returned to use or we pay for its"loss". the following: 2. For "loss" other than total theft of a covered "auto" For Hired Auto Physical Damage Coverage, the under Comprehensive or Specified Causes of Loss following are deemed to be covered "autos"' you own: Coverage, or for any"loss" under Collision Coverage 1. Any covered "auto" you lease, hire, rent, or borrow; to a covered "auto"; we will only pay for those and temporary transportation expenses incurred during a 2 Any covered auto hired or rented by your period of time reasonably required to repair or replace the covered auto", even if that time period "employee" under a contract or agreement in that extends beyond the policy expiration date. "employee's" name, with your permission, while performing duties related to the conduct of your Paragraph 2. of this extension does not apply while business. there are spare or reserve "autos" available to you However, any "auto" that is leased, hired, rented or for your operations. borrowed with a driver is not a covered "auto". The 24 hour waiting period found on any other form endorsed onto the Auto Coverage part does not This coverage extension does not apply to Emergency apply for any covered Rental Reimbursement"loss". Services Organizations and Governmental Entities. This coverage extension does not apply to Emergency HIR50 AUTO LOSS OF USE COVERAGE Services Organizations add Governmental Entities. If Comprehensive, Specified Causes of Loss or Collision HIRED AUTO PHYSICAL,DAMAGE COVERAGE coverage applies to a covered "auto", the following is If Comprehensive, Specified Causes of Loss or Collision added to SECTION III, A.4. -Coverage Extensions: coverage applies to a havered "auto", the following is We will pay expenses for which you are legally added to SECTION III,A.4.-Coverage Extensions: responsible to pay for loss of use of a leased, hired, rented or borrowed "auto" if it results from an "accident". Physical Damage coverage is hereby extended to apply The per day limit in the Business Auto Coverage form to Physical Damage "loss" to "autos" leased, hired, does not apply and the most we will pay per'accident is rented or borrowed without a driver. We will provide the Limit of Insurance shown on the ElitePac Schedule. coverage equal to the broadest coverage available to any covered "auto" shown on the Declarations; however, Loss of Use Expense limits afforded by any endorsement added to the commercial auto policy shall the most we will pay for "loss" to each "auto" under this coverage extension is the lesser of: apply in excess of the coverage afforded by this ElitePac form. 1. The Limit of Insurance stated in the ElitePac Schedule; or This coverage extension does not apply to Emergency Services Organizations, Governmental Entities, and 2. The actual cash value of the damaged or stolen Schools. property as of the time of the"loss'; or AUTO LOAN/LEASE GAP COVERAGE (Not Applica- 3. The actual cost of repairing or replacing the ble In+ New York) damaged or stolen property with other property of like kind and quality. A part is of like kind and quality If Comprehensive, Specified Causes of Loss or Collision when it is of equal or better condition than the pre- coverage applies to a covered "auto", the following is accident part. We will use the original equipment added to SECTION III, A.4. -Coverage Extensions: from the manufacturer when: (a) The operational safety of the vehicle might otherwise be impaired; (b) Reasonable and diligent efforts to locate the appropriate rebuilt, aftermarket or used part have been unsuccessful; or Copyright, 2022 Selective Insurance Company of America. All rights reserved. CA 78 09 04 23 Includes copyrighted material of Insurance Services Office, Inc., with Its permission. Page 3 of 6 In the event of a total "loss" to a covered "auto" we will b. Removable from a housing unit that is pay any unpaid amount due on the lease or loan for a permanently installed in the covered "auto" at covered "auto", less: the time of the"loss"; 1. The amount paid under the Physical 'Damage m Designed to be solely operated by use of power Coverage Section of the policy; and from the"auto's"electrical system; or 2. Any: d, Designed to be used solely in or upon the #. Overdue lease/loan payments at the time of covered "auto". "loss"; For each covered "loss" to such equipment, a deductible b. Financial penalties imposed under a lease for of $50 shall apply, unless the deductible otherwise excessive use, abnormal wear and tear, high applicable to such equipment is less than $50, at which mileage or similar charges; point the lower deductible, if any, will apply. 0. Security deposits not refunded by the lessor or COMPREHENSIVE DEDUCTIBLE - LOCATION financial institution; TRACKING DEVICE d. Costs for extended warranties, credit life, health, The following is added to SECTION III, D. -Deductible: accident, or disability insurance purchased with Any Comprehensive Coverage Deductible shown in the the loan or lease; and Declarations will be reduced by 50% for any "loss" e. Carry-over balances from previous leases or caused by theft if the covered "auto" is equipped with a location tracking device and that device was the sole loans. method used to recover the"auto". You are responsible for the deductible applicable to the PHYSICAL DAMAGE LIMIT OF INSURANCE "loss"for the covered "auto". PERSONAL EFFECTS SECTION III, C. - Limit Of Insurance is deleted in its entirety and replaced with the following: The following is added to SECTION III, A.4. -Coverage The most we will pay for a"loss" in any one "accident" is Extensions: the lesser of: If this policy provides Comprehensive Coverage for a 1, The actual cash value of the damaged or stolen covered "auto" you own and that covered "auto" is property as of the time of the"loss"; or stolen, we will pay up to the Limit of Insurance shown on the ElitePac Schedule, without application of a 2. The cost of repairing or replacing the damaged or deductible, for lost personal effects that were in the stolen property with other property of like kind and covered "auto" at the time of theft. Personal effects do quality. not include jewelry, tools, money, or securities. This This Coverage extension does not apply to Emergency coverage is excess over any other collectible insurance. Services Organizations and Governmental Entities. AIRBAG COVERAGE GREEN AUTOMOBILE REPLACEMENT COVERAGE The following is added to SECTION III, 18.3.a. - In the event of a total "loss" to an owned "auto" that is a Exclusions: "gasoline powered auto" for which Comprehensive, Mechanical breakdown does not include the accidental Specified Causes of Loss, or Collision coverage applies, discharge of an airbag. Physical Damage coverage will be amended as follows: This coverage extension does not apply to Emergency If the owned "gasoline powered auto" is replaced by you Services Organizations and Governmental Entities. with a"green auto", we will pay an additional 10% of the EXPANDED AUDIO, VISUAL, AND DATA "gasoline powered auto's" actual cash value up to a ELECTRONIC EQUIPMENT COVERAGE maximum of$3,000, provided the "auto" is replaced and a copy of a bill of sale or new lease agreement is SECTION III, B.4. - Exclusions received by us within 60 calendar days of the date of the This exclusion does not apply to the following: "loss''. 1. Global positioning systems; Regardless of the number of "autos" deemed a total 2, "Telematic devices"; or loss, the most we will pay under this coverage extension for any one"loss" is$10,000. 3. Electronic equipment that reproduces, receives or transmits visual or data signals and accessories used with such equipment, provided such equipment is: a. Permanently installed in or upon the covered "auto" at the time of the"loss"; Copyright, 2022 Selective Insurance Company of America. All rights reserved. CA 78 09 04 23 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 6 AMENDMENTS TO SECTION IV - BUSINESS AUTO If you should unintentionally fail to disclose any existing CONDITIONS hazards in your representations to us prior to the DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT inception date of the policy or during the policy period in OR LOSS connection with any newly discovered hazards, we will not deny coverage under this Coverage Form based The following is added to SECTION IV, A.2.a. - Duties upon such failure. In The Event Of Accident, Claim, Suit Or Loss: POLICY PERIOD, COVERAGE TERRITORY The notice requirements for reporting "accident" claim, SECTION IV, B.7. - Policy period, Coverage Territory "suit" or "loss" information to us, including provisions related to the subsequent investigation of such is deleted in its entirety and replaced with the following: "accident", claim, "suit" or "loss" do not apply until the Under this Coverage Form, we cover "accidents" and "accident", claim, "suit"or"loss" is known to: "losses"occurring: 1, You, if you are an individual; a. during the policy period shown in the Declarations; 2, A partner, if you are a partnership; and 3, An executive officer or insurance manager, if you b. Within the"Coverage Territory". are a corporation; We also cover "loss" to or "accidents" involving a 4. Your members, managers or insurance manager, if covered "auto" while being transported between any of you are a limited liability company; these plaices. 5. Your elected or appointed officials, trustees, board TWO OFF MORE COVERAGE FORMS OR POLICIES members or your insurance manager, if you are an ISSUED BY US-DEDUCTIBLES organization other than a partnership, joint venture The following is added to SECTION IV, B.8. - Two Or or limited liability company. More Coverage Forms Or Policies Issued By Us: However, this section dries not amend the provisions If a "loss" covered under this Coverage Form also relating to notification of police or protection or involves a "loss" to other property resulting from the examination of the property that was subject to the same "accident" that is covered under this policy or 'goss". another policy issued by us or any member company of WAIVER OF SUBROGATION ours, only the highest applicable deductible will be SECTION IV, A.5. - Transfer Of Rights Of Recovery applied, Against Others To US is deleted in its entirety and AMENDMENTS TO SECTION V-DEFINITIONS replaced with the followinol, BODILY INJURY INCLUDING MENTAL ANGUISH (Not We waive any right of recovery we may have against Applicable in New York) any person or organization because of payments we The definition of bodily injury is deleted in its entirety and make for "bodily injury" or "property damage" resulting replaced by the following: from the ownership, maintenance or use of a covered "Bodily injury" means bodily injury, sickness, or disease "auto" but only when you have assumed liability for such sustained by a person, including death resulting from "bodily injury" "property g " any of these. "Bodily injury" includes mental anguish in u ordamage" in an insured con- tract". In all other circumstances, if a person or resulting from bodily injury, sickness or disease organization to or for whom we make payment under this sustained by a person. Coverage Form has rights to recover damages from ADDITIONS TO SECTION V-DEFINITIONS another, those rights are transferred to us. MULTIPLE DEDUCTIBLES COVERAGE TERRITORY The following is added to SECTION IV, A. - Loss "Coverage Territory" means: Conditions: 1. The United States of America (including its territories If a "loss" from one event involves two or more covered and possessions), Canada and Puerto Rico; and "autos" and coverage under Comprehensive or Specified 2. Anywhere in the world, except for any country or Causes of Loss applies, only the highest applicable jurisdiction that is subject to trade or other economic deductible will be applied. sanction or embargo by the United States of CONCEALMENT, MISREPRESENTATION OR FRAUD America, if a covered "auto' is leased, hired, rented, The following is added to SECTION IV, B.2. - or borrowed without a driver for a period of 30 days 9 or loss, and the insured's responsibility to pay Concealment, Misrepresentation Or Fraud: "damages" is determined in a "suit" on the merits in and under the substantive law of the United States of America (including Its territories and possessions), Puerto Rico, or Canada, or in a settlement we agree to. Copyright, 2022 Selective Insurance Company of America. All rights reserved. CA 78 09 04 23 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 5 of 6 If we are prevented by law, or otherwise, from defending SOCIAL SERVICE VAN OR BUS the"insured" in a "suit" brought in a location described in "Social Service Van or Bus" means a van or bus used by Paragraph 2. above, the insured will conduct a defense a government entity, civic, charitable or social service of that "suit". We will reimburse the "insured" for the organization to provide transportation to clients reasonable and necessary expenses incurred for the incidental to the social services sponsored by the defense of any such "suit" seeking damages to which organization, including special trips and outings. this insurance applies, and that we would have paid had TELEMATIC DEVICE we been able to exercise our right and duty to defend. GASOLINE POWERED AUTO "Telematic Device" includes devices designed for the collection and dissemination of data for the purpose of An auto that is designed to be solely powered by monitoring vehicle and/or driver performance. This petroleum-based fuel. includes Global Positioning System technology, wireless GREEN AUTO safety communications and automatic driving assistance An auto that is designed to be powered by both systems, all integrated with computers and mobile petroleum-based fuel and electric power; or solely by communications technology in automotive navigation systems. electricity or any other renewable energy source. LIGHT TRUCK VOLUNTEER WORKER "Light Truck" means a truck with a gross vehicle weight "Volunteer worker" means a person who performs rating of 10,000 pounds or less. business duties for you, for no financial or other PRIVATE PASSENGER AUTO compensation. "Private Passenger Auto" means a four-wheel "auto" of the private passenger or station wagon type, A pickup, panel truck or van not used for business is included within the definition of a"private passenger auto". Copyright, 2022 Selective Insurance Company of America. All rights reserved. CA 78 09 04 23 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 6 of 6 ElitePac® General Liability Extension Endorsement COMMERCIAL GENERAL LIABILITY CG 73 00 06 22 SUMMARY OF COVERAGES (including index) This is a summary of the various additional coverages and coverage modifications provided by this endorsement. No coverage is provided by this summary. Refer to the actual endorsement (Pages 3-through-9) for changes affecting your insurance protection. DESCRIPTION PAGE FOUND Additional Insureds—Primary and Non-Contributory Provision Page 8 Blanket Additional Insureds---As Required By Contract Page 5 • Owners, Lessees or Contractors (includes Architects, Engineers or Surveyors) • Lessors of Leased Equipment • Managers or Lessors of Premises • Mortgagees, Assignees and Receivers • Any Other person or organization other than a joint venture • Grantors of Permits Broad Form Vendors Coverage Page 7 Damage To Premises Rented To You (Including Fire, Lightning or Explosion) Page 3 Electronic Data Liability($100,000) Page 4 Employee Definition Amended Page 9 Employees As Insureds Modified Page 5 Employer's Liability Exclusion Amended (Not applicable in New York) Page 3 Incidental Malpractice Exclusion modified Page 8 Knowledge of Occurrence, Claim, Suit or Loss Page 8 Liberalization Clause Page 8 Mental Anguish Amendment(Not applicable to New York) Page 10 Newly Formed or Acquired Organizations Page 5 Non-Owned Aircraft Page 3 Non-Owned Watercraft (under 60 feet) Page 3 Not-for-profit Members—as additional insureds Page 5 Personal And Advertising Injury Discrimination Amendment(Not applicable in New York) Page 9 Products Amendment(Medical Payments) Page 4 Supplementary Payments Amended—Bail Bonds ($5,000)and Loss of Earnings ($1,000) Page 4 Two or More Coverage Parts or Policies Issued By Us Page 9 Unintentional Failure to Disclose Hazards Page 8 Waiver of Transfer of Rights of Recovery(subrogation) Page 8 When Two or More Coverage Parts of this Policy Apply to a Loss Page 3 Copyright,2021 Selective Insurance Company of America. All rights reserved. CG 73 00 06 22 Includes copyrighted material of Insurance Services Office, Inc., with Its permission. Page 1 of 10 THIS PAGE IS INTENTIONALLY LEFT BLANK. Copyright, 2021 Selective Insurance Company of America. All rights reserved. CG 73 00 06 22 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 10 ElitePac® General Liability Extension Endorsement COMMERCIAL GENERAL LIABILITY CG 73 00 06 22 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies the insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART The SECTIONS of the Commercial General Liability Coverage Form identified in this endorsement will be amended as shown below. However, if(a) two or more Coverage Parts of this policy, or(b) two or more forms or endorsements within the same Coverage Part apply to a loss, coverage provision(s) with the broadest language will apply, unless specifically stated otherwise within the particular amendment covering that loss. With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. COVERAGES—Amendments B. The following is added to Exclusion g. Aircraft, SECTION I — COVERAGE A BODILY INJURY AND Auto Or Watercraft under COVERAGE A BODILY PROPERTY DAMAGE LIABILITY INJURY AND PROPERTY DAMAGE LIABILITY, 2. Exclusions: EXCLUSIONS This exclusion does not apply to: Employer's Liability Amendment (6) Any aircraft, not owned or operated by any (This provision is not applicable in the State of New insured, which is hired, chartered or loaned with York). a paid crew. However, if the insured has any The following is added to Exclusion e. Employer's other valid and collectible insurance for "bodily Liability under COVERAGE A BODILY INJURY AND injury" or "property damage" that would be PROPERTY DAMAGE LIABILITY, 2. Exclusions: covered under this provision, or on any other This exclusion also does not apply to any temporary basis, this coverage is then excess, and subject to Condition 4. Other Insurance, b. Excess worker". Insurance under SECTION IV — COMMER- Non-Owned Aircraft, Auto or Watercraft CIAL GENERAL LIABILITY CONDITIONS. A. Paragraph (2) of Exclusion g. Aircraft, Auto Or Damage To Premises Rented to You Watercraft under COVERAGE A BODILY INJURY A. The last paragraph of Paragraph 2. Exclusions AND PROPERTY DAMAGE LIABILITY, 2. under COVERAGE A BODILY INJURY AND Exclusions is deleted in its entirety and replaced PROPERTY DAMAGE is deleted in its entirety and with the following: replaced with the following: (2) A watercraft you do not own that is: Exclusions c. through n. do not apply to damage by (a) Less than 26 feet long and not being used to fire, lightning or explosion to premises rented to you carry persons or property for a charge; or or temporarily occupied by you with the permission (b) At least 26 feet, but less than 60 feet long, of the owner. A separate limit of insurance applies to and not being used to carry persons or this coverage as described in SECTION III — property for a charge. Any person is an LIMITS OF INSURANCE. insured who uses or is responsible for the use of such watercraft with your expressed or implied consent. However, if the insured has any other valid and collectible insurance for "bodily injury" or "property damage" that would be covered under this provision, or on any other basis, this coverage is then excess, and subject to Condition 4. Other Insurance, b. Excess Insurance under SECTION IV -- COMMERCIAL GENERAL LIABILITY CONDITIONS. Copyright, 2021 Selective Insurance Company of America. All rights reserved. CG 73 00 06 22 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 10 B. Paragraph 6. under SECTION III — LIMITS OF B. The following paragraph Is added to SECTION III — INSURANCE is deleted in its entirety and replaced LIMITS OF INSURANCE: with the following: Subject to 5. above, the most we will pay under 6. Subject to Paragraph 5. above, the most we will COVERAGE A for"property damage" because of all pay under COVERAGE A for damages because loss of "electronic data" arising out of any one of"property damage" to any one premises, while "Occurrence" is a sub-limit of$100,000. rented to you, or in the case of damage caused SECTION I—COVERAGE C MEDICAL PAYMENTS by fire, lightning or explosion, while rented to you EXCLUSIONS or temporarily occupied by you with permission of the owner, for all such damage caused by fire, Any Insured Amendment lightning or explosion proximately caused by the Exclusion a. Any Insured under COVERAGE C same event, whether such damage results from MEDICAL PAYMENTS, 2. Exclusions is deleted in its fire, lightning or explosion or any combination of entirety and replaced with the following: the three, is the amount shown in the Declara- tions for the Damage To Premises Rented To a. Any Insured You Limit. To any insured. C. Paragraph a. of Definition 9. "Insured contract" under This exclusion does not apply to: SECTION V — DEFINITIONS is deleted in its entirety and replaced with the following: ((1) „Not-for-profit members"; a. A contract for a Lase of premises. However, that (2) "Golfing facility" members who are not paid a portion of the contract for a lease of premises fee, salary, or other compensation; or that indemnifies any person or organization for (3) "Volunteer workers". damage by fire, lightning or explosion to prem- This exclusion exception does not apply if COVERAGE ises while rented to you or temporarily occupied C MEDICAL PAYMENTS is excluded by another by you with the permission of the owner is not an endorsement to this Coverage Part. "insured contract"; Product Amendment Electronic Data Liability Exclusion f. Products-Completed Operations Hazard A. Exclusion p. Access or Disclosure Of Confidential under COVERAGE C MEDICAL PAYMENTS, 2. Exclu- Or Personal Information And Data-related sions is deleted in its entirety and replaced with the Liability under COVERAGE A BODILY INJURY following: AND PROPERTY DAMAGE LIABILITY, 2.. Exclu- f. products-Completed Operations Hazard sions is deleted in its entirety and replaced by the following: Included within the "products-completed operations p. Access or Disclosure Of Confidential Or hazard". Personal Information And Data-related This exclusion does not apply to "your products" sold Liability for use or consumption on your premises,while such Damages arising out of: {products are still on your premises. (1) Any access to or disclosure of any person's This exclusion exception, does not apply if COVERAGE or organization's confidential or personal C MEDICAL PAYMENTS is excluded by another information, including patents, trade secrets, endorsement to this Coverage Part. processing methods, customer lists, finan- SECTION I — SUPPLEMENTARY PAYMENTS — cial information, credit card information or COVERAGES A AND B any other type of nonpublic information; or Expenses For Bail Bonds And Loss Of Earnings (2) The loss of, loss of use of, damage to, A. Subparagraph 1.b. under SUPPLEMENTARY corruption of, inability to access, or inability PAYMENTS — COVERAGES A AND B is deleted to manipulate "electronic data" that does not in its entirety and replaced with the following: result from physical injury to tangible property. I7. Up to $5,000 for cost of bail bonds required because of accidents or traffic law violations This exclusion applies even if damages are arising out of the use of any vehicle to which claimed for notification costs, credit monitoring Bodily Injury Liability Coverage applies. We do expenses, forensic expenses, public relations not have to furnish these bonds. expenses or any other loss, cost or expense incurred by you or others arising out of that which is described in Paragraph (1) or (2) above. Copyright, 2021 Selective Insurance Company of America.All rights reserved. CG 73 00 06 22 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 10 B. Subparagraph 1.d. under SUPPLEMENTARY a. Coverage under this provision is afforded only PAYMENTS — COVERAGES A AND B is deleted until the 180th day after you acquire or form the in its entirety and replaced with the following: organization or the end of the policy period, d. All reasonable expenses incurred by the insured whichever is earlier. However, COVERAGE A at our request to assist us in the investigation or does not apply to "bodily injury" or "property damage" that occurred before you acquired or defense of the Claim or "suit", including actual formed the organization. loss of earnings up to $1,000 a day because of time off from work. B. The following paragraph is added to SECTION II SECTION II—WHO IS AN INSURED—Amendments —WHO IS AN INSURED, Paragraph 3: Nat-for-Profit Organization Members If you are engaged in the business of construction of dwellings three stories or less in The following paragraph is added to SECTION 11 — height, or other buildings three stories or less in WHO IS AN INSURED: height and less than 25,000 square feet in area, If you are an organization other than a partnership, joint you will also be an insured with respect to "your venture, or a limited liability company, and you are a not- work" only, for the period of time described for-profit organization, the following are included as above, for your liability arising out of the conduct additional insureds: of any partnership or joint venture of which you 1. Your officials; are or were a member, even if that partnership or joint venture is not shown as a Named 2. Your trustees; Insured. However, this provision only applies if 3. Your members; you maintain or maintained an interest of at least 4. Your board members; fifty percent in that partnership or joint venture for the period of that partnership or joint venture. 5. Your commission members; This provision does not apply to any partnership or joint 6. Your agency members; venture that has been dissolved or otherwise ceased to 7. Your insurance managers; function for more than thirty-six months. 8. Your elective or appointed officers; and With respect to the insurance provided by this provision, Newly Formed or Acquired Organizations, the 9. Your"not-for-profit members". following is added to SECTION IV — COMMERCIAL However only with respect to their liability for your GENERAL LIABILITY, Paragraph 4. Other Insurance, activities or activities they perform on your behalf. Subparagraph b. Excess Insurance: Employees As Insureds Modified The insurance provided by this provision, Newly Formed A. Subparagraph 2.a.(1)(a) under SECTION II—WHO or Acquired Organizations, is excess over any other IS AN INSURED does not apply to "bodily injury" to insurance available to the insured, whether primary, a "temporary worker caused by a co-"employee" excess,contingent or on any other basis. who is not a "temporary worker". (All other provisions of this section remain unchanged) B. Subparagraph 2.a.(2) under SECTION II—WHO IS Blanket Additional Insureds — As Required By AN INSURED does not apply to "property damage" Contract to the property of a "temporary worker" or"volunteer A. Subject to the Primary and Non-Contributory worker" caused by a co-"employee" who is not a provision set forth in this endorsement, SECTION II "temporary worker" or"volunteer worker". —WHO IS AN INSURED is amended to include as C. Subparagraph 2.a.(1)(d) under SECTION II—WHO an additional insured: IS AN INSURED does not apply to "bodily injury" 1, Owners, Lessees or Contractors/Architects, caused by cardio-pulmonary resuscitation or first aid Engineers and Surveyors services administered by a co-"employee". a. Any person or organization for whom you With respect to this provision only, Subparagraph (1) of are performing operations when you and Exclusion 2. e. Employer's Liability under SECTION I such person or organization have agreed in — COVERAGES, COVERAGE A BODILY INJURY a written contract, written agreement or AND PROPERTY DAMAGE LIABILITY does not apply. written permit that such person or organiza- Newly Formed Or Acquired Organizations tion be added as an additional insured on A. Subparagraph 3.a. under SECTION II — WHO IS your commercial general liability policy; and AN INSURED is deleted in its entirety and replaced with the following: Copyright, 2021 Selective Insurance Company of America. All rights reserved. CG 73 00 06 22 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 5 of 10 b. Any other person or organization, including With respect to the insurance afforded to any architects, engineers or surveyors not these additional insureds, this insurance engaged by you, whom you are required to does not apply to any "occurrence" which add as an additional insured under your takes place after the equipment lease policy in the contract or agreement in expires. Paragraph a. above: b. Managers or Lessors of Premises Such person or organization is an additional Any person or organization from whom you insured only with respect to liability for "bodily lease premises, but only with respect to injury", "property damage" or "personal and liability for "bodily injury", "property damage" advertising injury caused, in whole or in part, or personal and advertising injury caused, by: in whole or in part, by you or those acting on (1) Your acts or omissions; or your behalf in connection with the owner- (2) The acts of omissions of those acting on ship, maintenance or use of that part of the your behalf; remises leased to you. in the performance of your ongoing operations 11 This insurance does not apply to any performed for the additional insured in occurrence„ which takes place after you cease to be a tenant of that premises. Paragraph a., above. However,this insurance does not apply to: c. Mortgagees,Assignees or Receivers "Bodily injury", "property damage" or "personal Any person or organization with respect to their liability as mortgagee, assignee or and advertising injury" arising out of the render- receiver and arising out of the ownership, ing of, or the failure to render, any professional architectural, engineering or surveying services maintenance or use of your premises. by or for you, including: This insurance does not apply to any (1) The preparing, approving, or failing to "occurrence" which takes place after the prepare or approve, maps, shop drawings, mortgage is satisfied, or the assignment or opinions, reports, surveys, field orders, receivership ends. change orders or drawings and specifica- d. Any Person or Organization Other Than tions; and A Joint Venture (2) Supervisory, inspection, architectural or Any person or organization (other than a engineering activities. joint venture of which you are a member), Professional serAces do not include services but only with respect to liability for "bodily within construction means, methods,techniques, injury", "property damage" or "personal and sequences and procedures employed by you in advertising injury" caused, in whole or in connection with your operations in your capacity part, by your acts or omissions or the acts of as a construction contractor. omissions of those acting on your behalf in the performance of your ongoing operations A person or organization's status as an or in connection with property owned by you. additional insured under this endorsement ends e. State or Governmental Agency or when your operations for the person or organ- Political Subdivision — Permits or ization described in Paragraph a. above are Authorizations completed. 2. Other Additional Insureds Any state or governmental agency or subdivision or political subdivision, but only Any of the following persons or organizations with respect to: with whom you have agreed in a written (1) Operations performed by you or on your contract, written agreement or written permit that behalf for which the state or governmen- such persons or organizations be added as an tal agency or subdivision or political additional insured on your commercial general subdivision has issued a permit or liability policy: authorization; or a. Lessors of Leased Equipment Any person or organization from whom you lease equipment, but only with respect to liability for"bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person or organization. Copyright, 2021 Selective Insurance Company of America.All rights reserved. CG 73 00 06 22 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 6 of 10 (2) The following hazards for which the 2, Available under the applicable limits of insur- state or governmental agency or sub- ance; division or political subdivision has Whichever is less. issued a permit or authorization in con- nection With premises you own, rent or The insurance provided by this extension shall not control and to which this insurance increase the applicable limits of insurance. applies: Broad Form Vendors Coverage (a) The existence, maintenance, repair, Subject to the Primary and Non-Contributory provision construction, erection or removal of set forth in this endorsement, SECTION II — WHO IS advertising signs, awnings, cano- AN INSURED is amended to include as an additional pies, cellar entrances, coal holes, insured any person or organization (referred to below as driveways, manholes, marquees, vendor) for whom you have agreed in a written contract hoist away openings, sidewalk or written agreement to provide coverage as an vaults, street banners or decorations additional insured under your policy. Such person or and similar exposures; organization is an additional insured only with respect to (b) The construction, erection or re- "bodily injury" or "property damage" arising out of "your moval of elevators; or products" which are distributed or sold in the regular course of the vendor's business. However, the insurance (c) The ownership, maintenance or use afforded the vendor does not apply to: of any elevators covered by this insurance. a. "Bodily injury" or"property damage"for which the vendor is obligated to pay damages by reason of This insurance does not apply to: the assumption of liability in a contract or I. "Bodily injury' or "property agreement; however this exclusion does not damage" arising out of opera- apply to liability for damages that the vendor gins performed for the federal would have in the absence of the contract or government, state or municipal- agreement; ity; or b, Any express warranty unauthorized by you; ii. "Bodily injury" or "property +c, Any physical or chemical change in the product damage" included within the made intentionally by the vendor; "products-completed operations d, Repackaging, unless unpacked solely for the hazard". purpose of inspection, demonstration, testing, or With respect to Paragraphs 2.b. through the substitution of parts under instructions from 2.d., this insurance does not apply to the manufacturer, and then repackaged in the structural alterations, new construction or original container; demolition operations performed by or on e� Any failure to make such inspections, adjust- behalf of such person or organization. ments, tests or servicing as the vendor has B. The insurance coverge afforded to the additional agreed to make or normally undertakes to make insureds in this coverage extension: in the usual course of business in connection 1. Does not apply unless the written contract or with the sale of the product; or written agreement has been signed by the f. Products which, after distribution or sale by you, Named Insured or written permit issued prior to have been labeled or re-labeled or used as a the "bodily injury" or "property damage" or container, part of ingredient of any other thing or "personal and advertising injury"; substance by or for the vendor; however this 2. Only applies to the extent permitted by law; and insurance does not apply to any insured person or organization, from who you have acquired 3. Will not be broader than that which you are such products, or any ingredient, part or con- required by the Written contract, written agree- tainer, entering into, accompanying or containing ment, or written permit to provide to such such products. additional insured. The provisions of this coverage extension do not apply C. With respect to the insurance afforded to these unless the written contract or written agreement has additional insureds, the following is added to been signed by the Named Insured prior to the "bodily Section III—Limits Of Insurance: injury" or"property damage". The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the written contract, written agree- ment or written permit you have entered into with the additional insured; or Copyright, 2021 Selective Insurance Company of America.All rights reserved. CG 73 00 06 22 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 7 of 10 Incidental Malpractice (2) You have agreed in a written contract, written Subparagraph 2.a.(1)(d) under SECTION II WHO IS agreement or written permit that this insurance AN INSURED is deleted in its entirety and replaced with would be primary and would not seek contribution the following: from any other insurance available to the additional insured. (d) Arising out of his or her providing or failing to provide Unintentional Failure To Disclose Hazards professional health care services. The following is added to Paragraph 6. Representations This does not apply to nurses, emergency medical technicians or paramedics if you are not in the busi- under SECTION IV --- COMMERCIAL GENERAL ness or occupation of providing any such profes- sional services. However, if you should unintentionally fail to disclose any This also does not apply to "bodily injury" caused by existing hazards in your representations to us at the cardio-pulmonary resuscitation or first aid services inception date of the policy, or during the policy period in administered by a co-"employee". connection with any additional hazards, we shall not deny coverage under this Coverage Part based upon This provision does not apply if you are a Social Service such failure to disclose hazards. or.Senior Living risk. Waiver Of Transfer Of Rights Of Recovery SECTION IV — COMMERCIAL GENERAL LIABILITY The following is added to Paragraph 8. Transfer of CONDITIONS—Amendments Rights Of Recovery Against Others To Us under Knowledge Of Occurrence, Claim, Suit Or Loss SECTION IV COMMERCIAL GENERAL LIABILITY The following is added to Paragraph 2. Duties in the CONDITIONS: Event of Occurrence, Offense, Claim or Suit under We will waive any right of recovery against a person or SECTION IV — COMMERCIAL GENERAL LIABILITY organization because of payments we make under this CONDITIONS: Commercial General Liability Coverage Part. This The requirements under this paragraph do not apply until waiver applies only if the insured has agreed in a written after the"occurrence" or offense is known to: contract or written agreement to: 1, You, if you are an individual; 1. Waive any right of recovery against that person or 2, A partner, if you are a partnership; organization; or 3, An "executive officer" or insurance manager, if you 2. Assume the liability of that person or organization are a corporation; pursuant to a written contract or written agreement that qualifies as an "insured contract"; and 4, Your members, managers or insurance manager, if 3. Include such person or organization as an additional you are a limited liability company; or insured on your policy. 5, Your elected or appointed officials, officers, mem- Such waiver by us applies only to that person or bers, trustees, board members, commission organization identified above, and only to the extent that members, agency members, or your administrator or the insured has waived its right of recovery against such your insurance manager if you are an organization person or organization prior to loss. other than a partnership, joint venture, or limited liability company. Liberalization Primary and Non-Contributory Provision The following condition is added to SECTION IV — The following is added to Paragraph 4. Other Insur- COMMERCIAL GENERAL LIABILITY CONDITIONS: ance, b. Excess Insurance under SECTION IV — If we revise this Coverage Part to provide more coverage COMMERCIAL GENERAL LIABILITY CONDITIONS: without additional premium charge, subject to our filed This insurance is primary to and we will not seek company rules, your policy will automatically provide the contribution from any other insurance available to an additional coverage as of the day the revision is effective additional insured under this policy provided that: in your state. (1) The additional insured is a Named Insured under such other insurance; and Copyright, 2021 Selective Insurance Company of America. All rights reserved. CG 73 00 06 22 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 8 of 10 Two or More Coverage Parts or Policies Issued By b. Any act or conduct that results in disparate Us treatment of, or has disparate impact on, a (This provision is not Applicable in the state of New York person, because of that person's race, religion, or Wisconsin). gender, sexual orientation, age, disability or physical impairment; or The following condition is added to SECTION IV — c, Any act or conduct characterized or interpreted COMMERCIAL GENERAL LIABILITY CONDITIONS: as discrimination by a person based on that It is our intention that the various coverage parts or person's race, religion, gender, sexual orienta- policies issued to you by us, or any company affiliated tion, age, disability or physical impairment. with us, do not provide any duplication or overlap of It does not include acts or conduct characterized or coverage. We have exercised diligence to draft our interpreted as sexual intimidation or sexual harass- coverage parts and policies to reflect this intention. spent, or intimidation or harassment based on a However, if the facts and circumstances that will respond to any claim or "suit" give rise to actual or claimed person's gender. duplication or overlap of coverage between the various Electronic Data coverage parts or policies issued to you by us or any The following definition is added to SECTION V — company affiliated with us, the limit of insurance under DEFINITIONS: all such coverage parts or policies combined shall not "Electronic data" means information, facts or programs exceed the highest applicable limit under this coverage, stored as or on, created or used on, or transmitted to or or any one of the other coverage forms or policies. This condition does not a to an Excess or Umbrella from computer software, including systems and applica- pPIY Y tions software, hard or floppy disks, CD-ROMS, tapes, policy issued by us specifically to apply as excess drives, cell, data processing devices or any other media insurance over this coverage part or policy to which this which are used with electronically controlled equipment. coverage part is attached. For the purpose of the Electronic Data Liability coverage SECTION V—DEFINITIONS provided by this endorsement, Definition 17. "Property Discrimination damage" is deleted in its entirety and replaced by the following: (This provision does not apply in New York). following: "Property damage" means: A. The following is added to Definition 14. "Personal a, physical injury to tangible property, including all and advertising injury": resulting loss of use of that property. All such "Personal and advertising injury" also means "dis- loss of use shall be deemed to occur at the time crimination" that results in injury to the feelings or of the physical injury that caused it; or reputation of a natural person, however only if such b. Loss of, loss of use of, damage to, corruption of, "discrimination" or humiliation is: inability to access, or inability to properly 1. Not done by or at the direction of: manipulate "electronic data", resulting from a. The insured; orb. Anyone considered an physical injury to tangible property. All such loss insured under SECTION II — WHO IS AN of "electronic data" shall be deemed to occur at INSURED; the time of the"occurrence"that caused it. 2. Not done intentionally to cause harm to another For the purpose of the Electronic Data Liability coverage person. provided by this endorsement, "electronic data" is not 3. Not directly or indirectly related to the employ- tangible property. ment, prospective employment or termination of Employee Amendment employment of any person or persons by any Definition 5. "Employee" under SECTION V — insured. DEFINITIONS is deleted in its entirety and replaced by 4. Not arising out of any "advertisement" by the the following: insured. 5. "Employee" includes a "leased worker", or a B. The following definition is added to SECTION V — "temporary worker". If you are a School, "Employee" DEFINITIONS: also includes a student teacher. "Discrimination" means: Golfing Facility a. Any act or conduct that would be considered The following definition is added to SECTION V — discrimination under any applicable federal, DEFINITIONS: state, or local statute, ordinance or law; "Golfing facility" means a golf course, golf club, driving range, or miniature golf course. Copyright, 2021 Selective Insurance Company of America. All rights reserved. CG 73 00 06 22 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 9 of 10 Mental Anguish Amendment Not-for-profit Member (This provision does not apply in New York). The following definition is added to SECTION V — Definition 3. "Bodily injury" under SECTION V — DEFINITIONS: DEFINITIONS is deleted in its entirety and replaced with "Not-for-profit member" means a person who is a the following: member of a not-for-profit organization, including clubs 3, "Bodily injury" means bodily injury, sickness or and churches, who receives no financial or other disease sustained by a person, including death compensation. resulting from any of these at any time. This includes mental anguish resulting from any bodily injury, sickness or disease sustained by a person. (In New York, mental anguish has been determined to be "bodily injury"). Copyright, 2021 Selective Insurance Company of America.All rights reserved. CG 73 00 06 22 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 10 of 10 AMENDMENT TO WHO IS AN INSURED - ADDITIONAL INSUREDS COMMERCIAL UMBRELLA LIABILITY CXL 515 01 23 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL UMBRELLA LIABILITY COVERAGE PART SECTION II — WHO IS AN INSURED is amended as follows: A. Paragraph A.5. is deleted in its entirety. B. The following is added: C. Any additional insured under any policy of "underlying insurance" will automatically be an insured under this insurance. Subject to SECTION III — LIMITS OF INSURANCE, if coverage provided to the additional insured Is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement, less any amounts payable by any "underlying insurance"; or b. Available under the applicable Limits of Insurance; whichever is less. Additional insured coverage provided by this insurance will not be broader than coverage provided by the "underlying insurance". Copyright, 2022 Selective Insurance Company of America. All rights reserved. CXL 515 01 23 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1 OTHER INSURANCE CONDITION FOR ADDITIONAL INSUREDS - NON-CONTRIBUTORY - BLANKET BASIS COMMERCIAL UMBRELLA LIABILITY CXL 449 06 17 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL UMBRELLA LIABILITY COVERAGE PART The following is added to SECTION IV—CONDITIONS, Paragraph H.Other Insurance: With respect to each additional insured under SECTION II, WHO IS AN INSURED, Paragraph A.5., this insurance is (i) excess over any"underlying policy", and (ii) primary to, and we will not seek contribution from, any other insurance providing coverage to any such additional insured whether primary or excess. However, we will not waive our right to seek contribution from other insurance unless; a. The additional insured is a Named Insured under such other insurance; b. The additional insured is included as an additional insured on an "underlying policy"; c. You have agreed in a written contract, written agreement or written permit that this insurance would be primary to and/or would not seek contribution from any other insurance provided to the additional insured; and d. The written contract or written agreement has been executed (executed means signed by the Named Insured) or written permit issued prior to the"bodily injury" or"property damage" or"personal and advertising injury". The most we will pay on behalf of the additional insured is the amount of insurance required by the written contract, written agreement or written permit, less any amounts payable by any"underlying insurance", subject to SECTION III —LIMITS OF INSURANCE. This provision is included within and does not act to increase the Limits of Insurance stated in the Declarations. Copyright, 2016 Selective Insurance Company of America. All rights reserved. CXL 449 06 17 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US - BLANKET BASIS (WAIVER OF SUBROGATION) COMMERCIAL UMBRELLA LIABILITY CXL 456 06 22 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL UMBRELLA LIABILITY COVERAGE PART A. The following is added to Paragraph M. Transfer Of d. An obligation, as required by ordinance, to Rights Of Recovery Against Others To Us under indemnify a municipality, except in connection SECTION IV—CONDITIONS: with work for a municipality; We will waive any right of recovery against a person e. An elevator maintenance agreement; or organization because of payments we make f. That part of any other contract or agreement under this Commercial Umbrella Liability Coverage pertaining to your business (including an indem- Part. This waiver applies only if the insured has nification of a municipality in connection with agreed in a written contract or written agreement to: work performed for a municipality) under which 1. Either: you assume the tort liability of another party to a. Waive any right of recovery against that pay for "bodily injury" or "property damage" to a person or organization; or third person or organization. Tort liability means a liability that would be imposed by law in the b. Assume the liability of that person or organ- absence of any contract or agreement. ization pursuant to a written contract or Paragraph f. does not include that part of any written agreement that qualifies as an contract or agreement: "insured contract"; 2. And: (1) That indemnifies a railroad for "bodily injury" or "property damage" arising out of construction or a. Include such person or organization as an demolition operations, within 50 feet of any rail- additional insured on your Commercial road property and affecting any railroad bridge Umbrella Liability Coverage Part; and or trestle, tracks, roadbeds, tunnel, underpass or b. The "underlying insurance" contains a sub- crossing; stantially similar waiver of recovery rights. (2) That indemnifies an architect, engineer or sur- Such waiver by us applies only to the person or veyor for injury or damage arising out of: organization identified above and only to the extent (a) Preparing, approving, or failing to prepare or that the insured has waived its right of recovery approve, maps, shop drawings, opinions, against such person or organization prior to loss. reports, surveys, field orders, change orders B. The following Definition is added to SECTION V — or drawings and specifications; or DEFINITIONS: (b) Giving directions or instructions, or failing to "Insured contract" means: give them, if that is the primary cause of the a. A contract for a lease of premises. However, injury or damage; or that portion of the contract for a lease of (3) Under which the insured, if an architect, engi- premises that indemnifies any person or organ- neer or surveyor, assumes liability for an injury ization for damage by fire to premises while or damage arising out of the insured's rendering rented to you or temporarily occupied by you or failure to render professional services, with permission of the owner is not an "insured including those listed in (2) above and supervi- contract"; sory, inspection, architectural or engineering b. A sidetrack agreement; activities. c. Any easement or license agreement, except in connection with construction or demolition oper- ations on or within 50 feet of a railroad; Copyright, 2021 Selective Insurance Company of America. All rights reserved. CXL 456 06 22 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1 This page has been left blank intentionally. KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS ..................................... 1-1 1-01 Definitions and Terms..................................................... 1-1 1-02 Bid Procedures and Conditions ......................................... 1-2 1-03 Award and Execution of Contract...................................... 1-5 1-04 Scope of the Work ......................................................... 1-5 1-05 Control of Work ............................................................. 1-8 1-06 Control of Material ......................................................... 1-16 1-07 Legal Relations and Responsibilities to the Public ................ 1-18 1-08 Prosecution and Progress ................................................ 1-25 1-09 Measurement and Payment ............................................. 1-30 1-10 Temporary Traffic Control ............................................... 1-32 DIVISION 2 EARTHWORK.......................................................... 2-1 2-02 Removal of Structures and Obstructions ............................ 2-1 2-03 Roadway Excavation and Embankment.............................. 2-5 2-06 Subgrade Preparation ..................................................... 2-5 2-07 Watering ...................................................................... 2-6 2-12 Construction Geosynthetic............................................... 2-7 DIVISION 4 BASES.................................................................... 4-1 4-03 Gravel Borrow ............................................................... 4-1 4-04 Ballast and Crushed Surfacing.......................................... 4-1 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1 5-02 Bituminous Surface Treatment......................................... 5-1 5-04 Hot Mix Asphalt ............................................................. 5-1 5-05 Cement Concrete Pavement............................................. 5-37 DIVISION 6 STRUCTURES ......................................................... 6-1 6-10 Concrete Barrier ............................................................ 6-1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS.............. 7-1 7-04 Storm Sewers ............................................................... 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells ..................... 7-2 7-08 General Pipe Installation Requirements ............................. 7-6 7-12 Valves for Water Mains ................................................... 7-11 Willis Street Improvements/Leyrer September 26, 2024 Project Number: 22-3029 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control ....................... 8-1 8-02 Roadside Restoration...................................................... 8-5 8-04 Curbs, Gutters, and Spillways .......................................... 8-11 8-09 Raised Pavement Markers ............................................... 8-12 8-10 Guide Posts .................................................................. 8-13 8-12 Chain Link Fence and Wire Fence...................................... 8-16 8-13 Monument Cases ........................................................... 8-17 8-14 Cement Concrete Sidewalks............................................. 8-18 8-17 Impact Attenuator Systems ............................................. 8-20 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical .............................. 8-20 8-21 Permanent Signing......................................................... 8-34 8-22 Pavement Marking ......................................................... 8-34 8-28 Pothole Utilities ............................................................. 8-43 8-30 Project Signs................................................................. 8-43 DIVISION 9 MATERIALS............................................................ 9-1 9-03 Aggregates ................................................................... 9-1 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock for Erosion and Scour Protection and Rock Walls...................... 9-3 9-14 Erosion Control and Roadside Planting............................... 9-3 9-16 Fence and Guardrail ....................................................... 9-7 9-28 Signing Materials and Fabrication ..................................... 9-7 9-29 Illumination, Signal, Electrical .......................................... 9-8 KENT STANDARD PLANS ................................................................. A-1 WSDOT STANDARD PLANS.............................................................. A-2 TRAFFIC CONTROL PLANS .............................................................. A-3 PREVAILING WAGE RATES.............................................................. A-4 INADVERTENT DISCOVERY PLAN.................................................... A-5 PROJECTSIGN ................................................................................ A-6 WSDOT CONSTRUCTION AGREEMENT............................................. A-7 Willis Street Improvements/Leyrer September 26, 2024 Project Number: 22-3029 KENT SPECIAL PROVISIONS The Kent Special Provisions ("Kent Special Provisions" or "KSP") modify and supersede any conflicting provisions of the 2024 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 DEFINITIONS AND TERMS SECTION 1-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01," the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons NIC Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: 1. What work will be done, and by when; 2. Who provides labor and materials; and Willis Street Improvements/Leyrer 1 - 1 September 26, 2024 Project Number: 22-3029 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 BY ADDING 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. 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 Willis Street Improvements/Leyrer 1 - 2 September 26, 2024 Project Number: 22-3029 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 will 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 by downloading at no charge at https://www.kentwa.gov/pay-and-apply/bids-procurement-rfps; 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. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING; 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BYADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Willis Street Improvements/Leyrer 1 - 3 September 26, 2024 Project Number: 22-3029 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 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1. The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bid Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required. SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: Willis Street Improvements/Leyrer 1 - 4 September 26, 2024 Project Number: 22-3029 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH "60 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK 1-04.1 Intent of the Contract 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 Willis Street Improvements/Leyrer 1 - 5 September 26, 2024 Project Number: 22-3029 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). 1-04.4 Changes SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 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: Willis Street Improvements/Leyrer 1 - 6 September 26, 2024 Project Number: 22-3029 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 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations needed for the Project must be properly permitted for that use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. If a staging and storage area is shown on the plans, the City will obtain all permits and approvals necessary for the Contractor's use. Whether the City does or does not provide a staging area, if the Contractor selects its own staging and storage area(s), it is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary rights of entry, permits and approvals needed to use the property as the Contractor intends. Upon vacating the private property, the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. The Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, paving, or temporary erosion control measures. Willis Street Improvements/Leyrer 1 - 7 September 26, 2024 Project Number: 22-3029 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. 1-05.4 Conformity With and Deviations From Plans and Stakes SECTION 1-05.4 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER PARAGRAPH 7: To the extent a conflict exists between the requirements of WSDOT Section 1-05.4 and Kent Special Provision Section 1-05.8, the requirements of KSP Section 1-05.8 will prevail. SECTION 1-05.7IS SUPPLEMENTED BY ADDING THE FOLLOWING; 1-05.7 Removal of 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 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. Willis Street Improvements/Leyrer 1 - 8 September 26, 2024 Project Number: 22-3029 DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.8 City Provided Construction Staking 1-05.8(1) General As used in this Section 1-05.5, the words, "stake," "mark," "marker," or 11monument" will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1-05.8(2) through 1-05.8(6) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.8(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on workload for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.5. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $300/hour for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error Willis Street Improvements/Leyrer 1 - 9 September 26, 2024 Project Number: 22-3029 was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.8(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1. Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1-05.8(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 1-05.8(3) Bridge, Structure and Retaining Wall Surveys The City will provide: 1. Sufficient horizontal control points to allow the Contractor to establish centerline, abutments and pier centerline positioning and stationing. 2. Up to 6 benchmarks in close proximity to the work area. 3. Permanent monuments as shown on the drawings or as given by the City. The Contractor shall ensure that required field measurements and locations match the plan dimensions. The Contractor shall provide all surveys required to complete the structure. For all structural work other then what the City will provide, the Contractor shall retain as a part of Contractor organization an experienced team of surveyors under direct supervision of a licensed surveyor. The Contractor shall establish all secondary survey controls, both horizontal and vertical, as necessary to assure proper placement of all project elements based on the primary control points provided by the City. Survey work shall be within the following tolerances: 1. Stationing +.01 foot Willis Street Improvements/Leyrer 1 - 10 September 26, 2024 Project Number: 22-3029 2. Alignment +0.1 foot (between successive points) 3. Superstructure Elevations +0.1 foot (from plan elevations) 4. Substructure Elevations +0.5 foot (from plan elevations) During the progress of the work, the Contractor shall make available to the City all filed books including survey information, footing elevations, cross sections and quantities. The Contractor shall be fully responsible for the close coordination of field locations and measurements within appropriate dimensions of structural members being fabricated. 1-05.8(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $300/hour for a city survey crew to replace the stakes. The Contractor may not charge the City for any standby or "down" time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 1-05.8(5) Staking Services Work requests must be made at least 3 working days in advance of the required staking. The City will furnish the following stakes and reference marks: 1. Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. Willis Street Improvements/Leyrer 1 - 11 September 26, 2024 Project Number: 22-3029 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 7. Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults, junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults, junction boxes, and conduits will be provided at an additional expense to the Contractor. When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $300/hour. Willis Street Improvements/Leyrer 1 - 12 September 26, 2024 Project Number: 22-3029 1-05.8(6) Survey Requests It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) Illumination/signalization Approximately 15-20 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. SECTION 1-05.9 IS SUPPLEMENTED BY ADDING 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. 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 Willis Street Improvements/Leyrer 1 - 13 September 26, 2024 Project Number: 22-3029 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 BYINSERTING THE FOLLOWING PARAGRAPH AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2024 WSDOT STANDARD SPECIFICATIONS): 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. Willis Street Improvements/Leyrer 1 - 14 September 26, 2024 Project Number: 22-3029 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: Olympic Pipeline casing extension and casing vent pipe relocation Metro Bus Stop relocation 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 necessary for the performance of the work. The City will make water necessary for the performance of the work available to the Contractor from the City water system. All water shall be drawn from a City of Kent owned hydrant. The exact hydrant to be used will be determined by the City at the pre-construction meeting. The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street 253-856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. A Contractor provided gate valve shall be installed on the hose side of the hydrant meter with which to control water flow. The Contractor shall use the minimum amount of water required for the performance of the work. The Contractor shall prevent any unauthorized water use. Willis Street Improvements/Leyrer 1 - 15 September 26, 2024 Project Number: 22-3029 The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, Contractor shall request a meter and one will be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. 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 1-06.2 Acceptance of Materials SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED 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: 1. Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 1-06.7(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 Willis Street Improvements/Leyrer 1 - 16 September 26, 2024 Project Number: 22-3029 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. 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 Willis Street Improvements/Leyrer 1 - 17 September 26, 2024 Project Number: 22-3029 Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1. Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1. "APPROVED AS SUBMITTED" - Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" - Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" - Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.7(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.2 State Taxes Willis Street Improvements/Leyrer 1 - 18 September 26, 2024 Project Number: 22-3029 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 1-07.4(2) IS DELETED 1-07.4(2) COVID-19 Job Site Requirements 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: SEPA Determination of Nonsignificance WSDOT Construction Agreement 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. 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 Willis Street Improvements/Leyrer 1 - 19 September 26, 2024 Project Number: 22-3029 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. SECTION 1-07.9(3) SHALL BE DELETED AND REPLACED WITH THE FOLLOWING; 1-07.9(3) Apprentices No less than 15 percent of the labor hours performed by workers subject to prevailing wages employed by the contractor or its subcontractors be performed by apprentices enrolled in a state- approved apprenticeship program. Definitions For the purposes of this specification, the following definitions apply: 1. Apprentice Utilization Requirement is expressed as a percentage of the project Labor Hours performed by Apprentices. 2. Labor Hours are the total hours performed by all workers receiving an hourly wage who are directly employed on the project site including hours performed by workers employed by the prime Contractor and all Subcontractors. Labor Hours do not include hours performed by foremen, superintendents, owners, and workers who are not subject to prevailing wage requirements. 3. Apprentice is a person enrolled in a State-approved Apprenticeship Training Program. 4. State-approved Apprenticeship Training Program is an apprenticeship training program approved by the Washington State Apprenticeship Council. 5. Good Faith Effort is a demonstration that the Contractor has strived to meet the Apprenticeship Utilization Requirement including but not necessarily limited to the specific steps as described elsewhere in this specification. Plan The Contractor shall submit an "Apprentice Utilization Plan" within 30 calendar days of Notice of Award, demonstrating how they intend to achieve the Apprentice Utilization Requirement. The plan shall be updated and resubmitted as appropriate as the Work progresses. The intent is to provide the City with enough information to track progress in meeting the utilization requirements. Reporting The Contractor shall submit a "Monthly Apprentice Reporting Form" on a monthly basis. The report shall be submitted to the City by the last working day of the subsequent month, until the Physical Completion Date. The date reported shall be cumulative to date and consolidated to include the Contractor and all Subcontractors. At the Contractor's request, the Engineer may suspend this reporting requirement during periods of minimal or no applicable work activities on the project. The Willis Street Improvements/Leyrer 1 - 20 September 26, 2024 Project Number: 22-3029 Contractor shall submit documentation of their Good Faith Effort if: (1) they are unable to provide a plan demonstrating how they intend to meet the Apprentice Utilization Requirement; or (2) the project has been completed without meeting the Apprentice Utilization Requirement. Contacts The Contractor may obtain information on State-approved Apprenticeship Training Programs by contacting the Department of Labor and Industries at: Specialty Compliance Services Division, Apprenticeship Section, P.O. Box 44530, Olympia, WA 98504-4530 or by phone at (360) 902-5320. Compliance In the event that the Contractor is unable to accomplish the Apprentice Utilization Requirement, the Contractor shall demonstrate that a Good Faith Effort has been made as described within this specification. Failure to comply with the requirements as specified is subject to penalties for noncompliance as set forth in KCC 6.01.030(E). Good Faith Efforts In fulfilling the Good Faith Effort, the Contractor shall perform and, when appropriate, require its Subcontractors to perform the following steps: 1. Solicit Apprentice(s) from State-approved Apprenticeship Training Program(s). 2. Document the solicitation and, in the event Apprentice(s) are not available, obtain supporting documentation from the solicited program(s). 3. Demonstrate that the plan was updated as required within this specification. 4. Provide documentation demonstrating what efforts the Contractor has taken to require Subcontractors to solicit and employ Apprentice(s). In the event that the preceding steps have been followed, the Contractor may also supplement the Good Faith Efforts documentation with the following documentation: 5. Submit documentation demonstrating successful Apprentice utilization on previous contracts. 6. Submit documentation indicating company-wide Apprentice utilization efforts and percentages of attainment. Payment Compensation for all costs involved with complying with the conditions of this specification is included in payment for the associated Contract items of work. 1-07.13 Contractor's Responsibility for Work Willis Street Improvements/Leyrer 1 - 21 September 26, 2024 Project Number: 22-3029 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 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. 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 Willis Street Improvements/Leyrer 1 - 22 September 26, 2024 Project Number: 22-3029 record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. Lumen Comcast Fred Aston Aaron Cantrell 863-258-3261 206-510-4222 (cell) Fred.A.Aston@lumen.com Aaron Cantrel@comcast.com Puget Sound Energy Verizon Gas & Power Scott Christenson Katie Dierick 425-636-6046 253-268-6331(cell) 425-471-1079 (cell) Katie.Dierick@pse.com Olympic Pipeline (BP Pipelines N.A. Inc.) Chase Wakefield 425-370-9925 (cell) chase.wakefield@bp.com Willis Street Improvements/Leyrer 1 - 23 September 26, 2024 Project Number: 22-3029 SECTION 1-07.18IS REVISED BYADDING 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 1-07.23(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-07.23(1) Construction Under Traffic The Contractor shall perform the following: 1. There shall be no delay to medical, fire, police, or other emergency vehicles with flashing lights or sirens. The Contractor shall alert all flaggers and personnel of this requirement. 2. The Contractor shall notify the Engineer, in writing, a minimum of 14 days prior to beginning a lane closure that requires a detour. 3. The Contractor shall furnish and install PCMS boards to provide advance notification of any lane closures seven (7) calendar days prior to the closure. Sign locations, and messages, shall be coordinated with the Engineer. 4. Contractor shall maintain a minimum four foot wide ADA compliant accessible pedestrian facility during construction or, with prior approval of the Engineer, establish a pedestrian detour. 5. Unless otherwise noted, driveways shall remain open at all times. Contractor shall coordinate their work schedule with the property owners to determine the best time to partially close driveway access to perform their work. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.24 Rights of Way Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of Willis Street Improvements/Leyrer 1 - 24 September 26, 2024 Project Number: 22-3029 way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW 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 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 1-06.7(2)) Willis Street Improvements/Leyrer 1 - 25 September 26, 2024 Project Number: 22-3029 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. 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 shall be requested by the Contractor for review and approval by the Engineer and is subject to noise control requirements. Approval to continue work during these hours may be Willis Street Improvements/Leyrer 1 - 26 September 26, 2024 Project Number: 22-3029 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 City will allow night work for a maximum project total of ten (10) weeknights (Monday through Thursday nights only) between the hours of 12:00 a.m. and 5 a.m. The exact night work dates shall be subject to review and approval by the Engineer in order to coordinate with local businesses located along 74t" Avenue S. All paving, pavement marking, and signal work that requires night work shall be completed during these maximum total ten weeknights. Any additional Contractor requested night work is subject to the review and approval by the Engineer. The Contractor shall comply with the following night work requirements: 1. Truck tailgate banging is prohibited. All trucks shall be required to prevent excessive noise from banging. 2. All trucks performing export haul shall have well-maintained bed liners as approved by the Engineer. 3. The Contractor's trucks shall be equipped with state approved white noise backup alerts. 4. A copy of the noise control exemption shall be kept on site at all times. 5. Businesses and residents within 500 feet of the nighttime work activities shall be notified at least 14 calendar days in advance of the proposed nighttime construction work. The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. The Contractor shall alert King County Metro Construction at 206-477-1140 and construction.coord@kingcounty.gov a minimum of 10 working days prior to any road closures and transit detours. 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, Willis Street Improvements/Leyrer 1 - 27 September 26, 2024 Project Number: 22-3029 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. 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; Willis Street Improvements/Leyrer 1 - 28 September 26, 2024 Project Number: 22-3029 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension if (1) the performance would have been suspended by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended for an unreasonable period of time and such suspension is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. 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 provided 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 1-08.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.9 Liquidated Damages Time is of the essence of the Contract. Delays inconvenience the traveling public, obstruct traffic, interfere with and delay commerce, and increase risk to Highway users. Delays also cost tax payers undue sums of money, adding time needed for administration, engineering, inspection, and supervision. Because the Contracting Agency finds it impractical to calculate the actual cost of delays, it has adopted the following formula to calculate liquidated damages for failure to complete the physical Work of a Contract on time. Accordingly, the Contractor agrees: Willis Street Improvements/Leyrer 1 - 29 September 26, 2024 Project Number: 22-3029 1. To pay (according to the following formula) liquidated damages for each working day beyond the number of working days established for Physical Completion, and 2. To authorize the Engineer to deduct these liquidated damages from any money due or coming due to the Contractor. Liquidated Damages Formula LD = 0.15*C / T Where: LD = liquidated damages per working day (rounded to the nearest dollar) C = original Contract amount T = original time for Physical Completion When the Contract Work has progressed to the extent that the Contracting Agency has full use and benefit of the facilities, both from the operational and safety standpoint, all the initial plantings are completed and only minor incidental Work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains to physically complete the total Contract, the Engineer may determine the Contract Work is substantially complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. Liquidated damages will not be assessed for any days for which an extension of time is granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor from further obligations and liabilities to complete the entire Contract. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. 1-09 MEASUREMENT AND PAYMENT 1-09.9 Payments SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-09.9(2) City's Right to Withhold Certain Amounts Willis Street Improvements/Leyrer 1 - 30 September 26, 2024 Project Number: 22-3029 In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1. The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and inspection fees beyond Completion Date. 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. 1-09.11 Disputes and Claims 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 Willis Street Improvements/Leyrer 1 - 31 September 26, 2024 Project Number: 22-3029 resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.2 Traffic Control Management SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.2(1) General The TCS shall be certified as a work site traffic control supervisor by one of the following: Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1-800-521-0778 or 206-382-4090 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 360-297-3035 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 Traffic Control Labor, Procedures, and Devices 1-10.3(3) Traffic Control Devices SECTION 1-10.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 1-10.3(3)N 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: Willis Street Improvements/Leyrer 1 - 32 September 26, 2024 Project Number: 22-3029 1. Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per hour for "Traffic Control Labor" shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1-10.2(1)B, and Section 1-10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. The unit contract price per hour for "Traffic Control Supervisor" shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1-10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic Control Supervisor will be paid under the item for "Traffic Control Labor." The unit contract price per hour for "Uniformed Off-Duty Police Officer" will be complete compensation for the utilization of a uniformed off- duty Police Officer for traffic control purposes. This bid item includes all the equipment, and vehicle needed for the police officer to perform his duties. Cost is per hour for each hour an Officer is on the project with a minimum call-out time of three hours. The Contracting Agency (City of Kent) has set the unit price for "Uniformed Off-Duty Police Officer" at one hundred dollars ($100.00) per hour minimum. Should the Contractor determine that the cost for this work is greater than the minimum price shown in the bid form, the Contractor may bid a higher price. Should the Contractor write in a unit price less than the minimum price shown in the bid form, the minimum unit price shown in the bid form shall govern and become part of the bid. No adjustment will be made for overtime hours or holidays. The lump sum contract price for "Temporary Traffic Control Devices" shall be full pay for providing the work described in Section 1-10.3(3)N of the Kent Special Provisions. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: Willis Street Improvements/Leyrer 1 - 33 September 26, 2024 Project Number: 22-3029 1. When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. The unit contract price per day for "Portable Changeable Message Sign (PCMS)" shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1-10.3(3)C of the WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." The unit contract price per day for "Sequential Arrow Sign (SAS)" shall be full pay for all costs for providing, maintaining and removing the SAS, and associated work and maintenance described in Section 1- 10.3(3)B of the WSDOT Standard Specifications. The operator of this device will be paid under the item "Traffic Control Labor." When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: 1. The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1-07.23(1) of the WSDOT Standard Specifications. Willis Street Improvements/Leyrer 1 - 34 September 26, 2024 Project Number: 22-3029 DIVISION 2 - EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements The City has identified the following materials that are marked for removal, but that will be salvaged as part of this project: 1. See Section 8-20.3(1) 2. The salvaged materials listed above shall be removed, hauled and stored at the following site(s): 1. See Section 8-20.3(1) 2. All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: 1. Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be Willis Street Improvements/Leyrer 2 - 1 September 26, 2024 Project Number: 22-3029 made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. 5. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2-02.3(4) Removal of Traffic Islands, and/or Traffic Curbs When Pavement Surface Integrity is to be Maintained In removing traffic islands and/or traffic curbs the Contractor shall: 1. Haul broken-up pieces and complete sections of traffic curbs and all waste materials to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Completely remove all block traffic curbs, pre-cast traffic curbs, connecting dividers, nose pieces and remaining adhesive. 3. Remove all island materials, including asphalt pavement, crushed rock, and topsoil, between the traffic curbs to the depth of the compacted subgrade, or to the surface of the underlying pavement where such pavement exists under the island. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, and fill any surface voids caused by the removal work. 5. Repair any damage to adjacent traffic curbs that were designated to remain, but that was caused by the removal of the traffic curbs. 6. Remove and dispose of all waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per square yard for "Remove Existing Asphalt Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 4 inches, and from roads for a depth of 8 12 inches. Included in this price is the cost of hauling and Willis Street Improvements/Leyrer 2 - 2 October 8, 2024 Project Number: 22-3029 disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 8 12 inches it shall be paid according to the following formula: actual depth in inches (square yards) x 8 12 inches = quantity For example, if the Contractor encounters pavement to be removed which is -1G 15 inches thick and 100 square yards then the quantity would be: 100 SY x -1G 15/8 12 = 125 SY. No other compensation shall be allowed. The unit contract price per square yard for "Remove Cement Concrete Sidewalk" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete sidewalk as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Cement Concrete Curb and Gutter" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete curb and gutter as shown on the plans and described in the specifications. The lump sum contract price for "Removal of Median Island and Precast Sloped Mountable Curbs" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the existing median island and precast sloped mountable curbs as shown on the plans and described in the specifications. The unit contract price per each for "Remove Existing Bollard" shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to remove and dispose of existing bollards and guard posts as shown on the plans and described in the specifications. The contract price per lump sum for "Remove Reinforced Cement Concrete Block Retaining Wall" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to demolish and remove, haul, and dispose of the existing retaining wall as shown on the plans and described in the specifications. The bid price includes removal of all retaining wall footings and retaining wall drain pipes. The unit contract price pfiee per lineal foot for "Saw Cut Existing Asphalt Concrete Pavement" and "Saw Cut Existing Cement Concrete Pavement" constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement to a depth of 8 12 inches in accordance with the plans and specifications. Willis Street Improvements/Leyrer 2 - 3 October 8, 2024 Project Number: 22-3029 Should the Contractor encounter pavement to be removed which is thicker than 8 12 inches, it shall be paid according to the following formula: actual depth in inches (length) x 8 12 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is IG 15 inches thick and 100 linear feet then the quantity would be: 100 LF x IG 15/8 12 = 125 LF. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. The contract price per force account for "Removal of Structures and Obstructions" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove and dispose of items encountered during construction that have not been identified as being removed under other bid items. The contract price per lineal foot for "Remove Existing Storm Sewer Pipe or Culvert" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing storm pipe or culvert, including but not limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling with gravel borrow, and compaction. The unit contract price per each for "Remove Existing Catch Basin or Manhole" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing structure as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling, with gravel borrow and compaction. Any frames, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. The unit contract price per each for "Adjust Existing Monitoring Well Case and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the existing monitoring well case and cover to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating, backfilling, compacting, surfacing and restoration. Any adjustments made prior to the final finished elevation shall be considered incidental to this bid item. Willis Street Improvements/Leyrer 2 - 4 October 8, 2024 Project Number: 22-3029 Pipeline with access to the site for Olympic Pipeline's extension of the pipeline casing and relocation and adjustment of the existing petroleum pipeline casing vent, including but not limited to providing Olympic Pipeline with unrestricted access to the work area. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. SECTION 2-03.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.4 Measurement "Swale Excavation Incl. Haul" for Swale excavation shown on the plans will be measured by the cubic yard. All excavated material will be measured in the position it occupied before the excavation was performed. SECTION 2-03.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.5 Payment The unit contract price per cubic yard for "Swale Excavation Incl. Haul" shall be full compensation for all materials, labor, tools and equipment required to excavate, load, haul, and dispose of the material off-site for all Swale excavation shown on the plans. 2-06 SUBGRADE PREPARATION 2-06.3 Construction Requirements Willis Street Improvements/Leyrer 2 - 5 September 26, 2024 Project Number: 22-3029 SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street 253-856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide the gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, the Contractor shall request a meter and one shall be provided. An additional meter deposit Willis Street Improvements/Leyrer 2 - 6 September 26, 2024 Project Number: 22-3029 will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. 2-12 CONSTRUCTION GEOSYNTHETIC SECTION 2-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.1 Description This work shall consist of furnishing and installing non-woven geotextile fabric at the locations shown on the plans and described in the specifications. SECTION 2-12.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.2 Materials Non-woven geotextile fabric shall meet the material requirements of Section 9-33 of the WSDOT Standard Specifications for high survivability, separation and soil stabilization, and underground drainage for each geotextile use as specified on the plans or in the Kent Special Provisions. Geotextile fabric for the Interurban Trail Infiltration Trench shall be Geotextile for Underground Drainage for moderate survivability. SECTION 2-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.3 Construction Requirements The Contractor shall take all necessary precautions to not tear or damage the fabric during installation. The fabric shall be laid down by hand. Folds or creases in the fabric shall be pulled flat. The fabric sides and ends shall be anchored or weighted sufficiently to prevent slouching. Joints or seams shall be overlapped a minimum of two (2) feet. SECTION 2-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.4 Measurement Non-woven geotextile fabric shall be measured per square yard of material placed in accordance with the plans. Geotextile fabric installed in excess of the requirements shown on the plans or without prior approval by the Engineer will not be measured for payment. SECTION 2-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.5 Payment The unit contract price per square yard for "Geotextile Fabric Non- Woven" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to furnish and install the Willis Street Improvements/Leyrer 2 - 7 September 26, 2024 Project Number: 22-3029 fabric at the locations shown on the plans and described in the specifications. Willis Street Improvements/Leyrer 2 - 8 September 26, 2024 Project Number: 22-3029 DIVISION 4 - BASES DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 4-03 GRAVEL BORROW 4-03.1 Description This work shall consist of constructing one or more layers of gravel borrow upon a prepared subgrade in accordance with these specifications and in conformity with the lines, grades, depths, and typical cross-section shown in the plans or as established by the Engineer. 4-03.2 Materials Materials shall meet the minimum requirements of the following section in the Kent Special Provisions: Gravel Borrow ..........................9-03.14(1) 4-03.3 Construction Requirements Gravel borrow shall be uniformly spread upon the prepared subgrade to the depth, width, and cross-sections shown in the plans. Construction methods used shall meet the appropriate requirements of Section 4-04.3. 4-03.4 Measurement Gravel borrow will be measured in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section 4-04.4. 4-03.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when they are included in the Proposal: The unit contract price per ton for "Gravel Borrow, Including Haul and Compaction" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the gravel borrow as shown on the plans and described in the specifications. This item shall be used for roadway subbase, backfill for water, storm sewer, electrical conduit trenches, and other excavation backfill and compaction unless otherwise noted. 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements Willis Street Improvements/Leyrer 4 - 1 September 26, 2024 Project Number: 22-3029 SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction "Crushed Surfacing Top Course, 5/8 Inch Minus" and "Crushed Surfacing Base Course, 1-1/4 Inch Minus" shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. "Washed, No Fines, Crushed Surfacing Top Course" for the Interurban Trail Infiltration Trench shall be lightly compacted by hand with a minimum of three passes over the aggregate with a hand tamper (or equivalent) of a type acceptable to the Engineer. The density requirements of Section 4-04.3(5) shall not apply. Placement and compaction of the material will be visually accepted by the Engineer. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment "Crushed Surfacing Top Course, 5/8 Inch Minus" "Crushed Surfacing Base Course, 1-1/4 Inch Minus" The unit contract price per ton for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. The unit contract price per ton for "Washed, No Fines, Crushed Surfacing Top Course" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material for the Interurban Trail infiltration trench as shown on the plans and described in the Willis Street Improvements/Leyrer 4 - 2 September 26, 2024 Project Number: 22-3029 specifications. The material shall meet the gradation requirements shown in KSP 9-03.9(3). Willis Street Improvements/Leyrer 4 - 3 September 26, 2024 Project Number: 22-3029 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications will be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-02 BITUMINOUS SURFACE TREATMENT SECTION 5-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 5-02.5 Payment Anti-stripping additive shall be included in the price of asphalt (grade) per ton. The quantity of asphalt material shall not be reduced by the quantity of anti-stripping additive. 5-04 HOT MIX ASPHALT SECTION 5-04 IS DELETED AND REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: 5-04.1 Description This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic additives, chemical additives, and foaming. HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. 5-04.2 Materials Materials shall meet the requirements of the following sections: Portland Cement 9-01 Asphalt Binder 9-02.1(4) Cationic Emulsified Asphalt 9-02.1(6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Sand 9-03.1(2) (As noted in 5-04.3(5)C for crack sealing) Aggregates 9-03.8 Recycled Asphalt Pavement 9-03.8(3)B Willis Street Improvements/Leyrer 5 - 1 September 26, 2024 Project Number: 22-3029 Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A The Contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furnish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile. The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 1,000 tons produced and not less than ten samples per project. The asphalt content and gradation test data shall be reported to the Contracting Agency when submitting the mix design for approval on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Specifications. The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA. Production of aggregates shall comply with the requirements of Section 3-01. Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02. ESAL's The minimum number of ESAL's for the design and acceptance of the HMA in the contract shall be 11 million. 5-04.2(1) How to Get an HMA Mix Design on the QPL If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), comply with each of the following: • Develop the mix design in accordance with WSDOT SOP 732. Willis Street Improvements/Leyrer 5 - 2 September 26, 2024 Project Number: 22-3029 • Develop a mix design that complies with Sections 9-03.8(2) and 9- 03.8(6). • Develop a mix design no more than 6 months prior to submitting it for QPL evaluation. • Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including WSDOT Form 350-042. • Include representative samples of the materials that are to be used in the HMA production as part of the mix design submittal. • Identify the brand, type, and percentage of anti-stripping additive in the mix design submittal. • Include with the mix design submittal a certification from the asphalt binder supplier that the anti-stripping additive is compatible with the crude source and the formulation of asphalt binder proposed for use in the mix design. • Do not include warm mix asphalt (WMA) additives when developing a mix design or submitting a mix design for QPL evaluation. The use of warm mix asphalt (WMA) additives is not part of the process for obtaining approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. The Contracting Agency's basis for approving, testing, and evaluating HMA mix designs for approval on the QPL is dependent on the contractual basis for acceptance of the HMA mixture, as shown in Table 1. Table 1 Basis for Contracting Agency Evaluation of HMA Mix Designs for Approval on the QPL Contractual Basis for Basis for Contracting Contracting Agency Acceptance of HMA Agency Approval of Materials Testing for Mixture Mix Design for Evaluation of the Mix [see Section Placement on QPL Design 5-04.3 9 ] Statistical Evaluation WSDOT Standard The Contracting Agency will Practice QC-8 test the mix design materials for compliance with Sections 9-03.8 2 and 9-03.8 6 . Visual Evaluation Review of Form 350-042 The Contracting Agency may for compliance with elect to test the mix design Sections 9-03.8(2) and materials, or evaluate in 9-03.8(6) accordance with WSDOT Standard Practice QC-8, at its sole discretion. If the Contracting Agency approves the mix design, it will be listed on the QPL for 12 consecutive months. The Contracting Agency may extend the 12 month listing provided the Contractor submits a certification letter to the Qualified Products Engineer verifying that the aggregate source and job mix formula (JMF) gradation, and asphalt binder crude source and formulation have not changed. The Contractor may submit the certification no sooner than three months prior to expiration of the initial 12 month mix design approval. Within 7 calendar days of receipt of the Contractor's certification, the Willis Street Improvements/Leyrer 5 - 3 September 26, 2024 Project Number: 22-3029 Contracting Agency will update the QPL. The maximum duration for approval of a mix design and listing on the QPL will be 24 months from the date of initial approval or as approved by the Engineer. 5-04.2(1)A Vacant 5-04.2(2) Mix Design — Obtaining Project Approval No paving shall begin prior to the approval of the mix design by the Engineer. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design verification certifications listed below. • The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp and signature) of a valid licensed Washington State Professional Engineer. • The Mix Design Report for the proposed HMA mix design developed by a qualified City or County laboratory that is within one year of the approval date. The mix design shall be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO: resource proficiency sample program. Mix designs for HMA accepted by Nonstatistical evaluation shall; Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9-03.8(6). Willis Street Improvements/Leyrer 5 - 4 September 26, 2024 Project Number: 22-3029 Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing. At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. Commercial Evaluation Approval of a mix design for "Commercial Evaluation" will be based on a review of the Contractor's submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of the processes allowed by this section. Testing of the HMA by the Contracting Agency for mix design approval is not required. For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of Equivalent Single Axle Loads (ESAL's) specified herein. 5-04.2(2)B Using Warm Mix Asphalt Processes The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming processes. The use of Additives is subject to the following: • Do not use additives that reduce the mixing temperature more than allowed in Section 5-04.3(6) in the production of mixtures. • Before using additives, obtain the Engineer's approval using WSDOT Form 350-076 to describe the proposed additive and process. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitations Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31s' of the following year without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified below, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Willis Street Improvements/Leyrer 5 - 5 September 26, 2024 Project Number: 22-3029 Minimum Surface Temperature for Paving Compacted Thickness Wearing Course Other Courses (Feet) Less than 0.10 55-F 45-F 0.10 to 0.20 45-F 35-F More than 0.20 35-F 35-F 5-04.3(2) Paving Under Traffic When the Roadway being paved is open to traffic, the requirements of this Section shall apply. The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum time required to place and compact the mixture. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing an intersection, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8-23. All costs in connection with performing the Work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid items involved in the Contract. 5-04.3(3) Equipment 5-04.3(3)A Mixing Plant Plants used for the preparation of HMA shall conform to the following requirements: 1. Equipment for Preparation of Asphalt Binder - Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment - An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be Willis Street Improvements/Leyrer 5 - 6 September 26, 2024 Project Number: 22-3029 fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator. 3. Heating of Asphalt Binder - The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials - The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall provide for the setup and operation of the field testing facilities of the Contracting Agency as provided for in Section 3-01.2(2). 5. Sampling HMA - The HMA plant shall provide for sampling HMA by one of the following methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the hauling vehicle. S-04.3(3)B Hauling Equipment Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 450F or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA. The Contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation during the process of applying the release agent. Willis Street Improvements/Leyrer 5 - 7 September 26, 2024 Project Number: 22-3029 5-04.3(3)C Pavers HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. The screed shall be operated in accordance with the manufacturer's recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. A copy of the manufacturer's recommendations shall be provided upon request by the Contracting Agency. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. Extensions without augers and an internally heated vibratory screed shall not be used in the Traveled Way. When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. Willis Street Improvements/Leyrer 5 - 8 September 26, 2024 Project Number: 22-3029 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle Use a material transfer device or material transfer vehicle (MTD/V) to deliver the HMA from the hauling equipment to the paving machine for any lift in (or partially in) the top 0.30 feet of the pavement section used in traffic lanes. However, an MTD/V is not required for HMA placed in irregular shaped and minor areas such as tapers and turn lanes. The MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer. To be approved for use, an MTV: 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not be connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. To be approved for use, an MTD: 1. Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5-04.3(3)E Rollers Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer's recommendations. When ordered by the Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer's recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results shall not be used. 5-04.3(4) Preparation of Existing Paved Surfaces Willis Street Improvements/Leyrer 5 - 9 September 26, 2024 Project Number: 22-3029 When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be approved by the Engineer. Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor's operation damages the tack coat it shall be repaired prior to placement of the HMA. The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS-1h emulsified asphalt may be diluted once with water at a rate not to exceed one part water to one part emulsified asphalt. The tack coat shall have sufficient temperature such that it may be applied uniformly at the specified rate of application and shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer. Willis Street Improvements/Leyrer 5 - 10 September 26, 2024 Project Number: 22-3029 5-04.3(4)A Crack Sealing 5-04.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks 1/4 inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 percent portland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per Section 9-03.1(2). The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of Section 1-06 will not apply to the portland cement and sand used in the sand slurry. In areas where HMA will be placed, use sand slurry to fill the cracks. In areas where HMA will not be placed, fill the cracks as follows: 1. Cracks 1/4 inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width - fill with sand slurry. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer's recommendations. Furnish a Type 1 Working Drawing of the manufacturer's product information and recommendations to the Engineer prior to the start of work, including the manufacturer's recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor's method of sealing the cracks with hot poured sealant Willis Street Improvements/Leyrer 5 - 11 September 26, 2024 Project Number: 22-3029 results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5-04.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: a. Cracks 1/4 inch to 1 inch in width - fill with hot poured sealant. b. Cracks greater than 1 inch in width - fill with sand slurry. 5-04.3(4)B Vacant 5-04.3(4)C Pavement Repair The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor's operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the Engineer. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor-provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21. Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. Willis Street Improvements/Leyrer 5 - 12 September 26, 2024 Project Number: 22-3029 5-04.3(5) Producing/Stockpiling Aggregates and RAP Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient storage space shall be provided for each size of aggregate and RAP. Materials shall be removed from stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5-04.3(5)A Vacant 5-04.3(6) Mixing After the required amount of mineral materials, asphalt binder, recycling agent and anti-stripping additives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 250F as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough Willis Street Improvements/Leyrer 5 - 13 September 26, 2024 Project Number: 22-3029 distribution of the asphalt binder throughout the mineral materials, and RAP is ensured. 5-04.3(7) Spreading and Finishing The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not exceed the following: HMA Class 1" wearing course/final lift 0.17 feet other courses 0.35 feet HMA Class 3/4" and HMA Class '/2" wearing course/final lift 0.17 feet other courses 0.25 feet HMA Class 3/s" 0.17 feet On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one IMF is being utilized to produce HMA, the material produced for each IMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one IMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single IMF established for the class of HMA specified unless there is a need to make an adjustment in the IMF. Reference Section 8-20.3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer. 5-04.3(9) HMA Mixture Acceptance Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is specified. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary pavement, and pavement repair. Other nonstructural applications of Willis Street Improvements/Leyrer 5 - 14 September 26, 2024 Project Number: 22-3029 HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The mix design will be the initial IMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Engineer and may be made in accordance with this section. HMA Tolerances and Adjustments 1. Job Mix Formula Tolerances - The constituents of the mixture at the time of acceptance shall be within tolerance. The tolerance limits will be established as follows: For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the tolerances below to the approved JMF values. These values will also be the Upper Specification Limit (USL) and Lower Specification Limit (LSL) required in Section 1-06.2(2)D2 Property Non-Statistical Evaluation Commercial Evaluation Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. and 5.5% max N/A For Aggregates in the mixture: a. First, determine preliminary upper and lower acceptance limits by applying the following tolerances to the approved JMF. Aggregate Percent Passing Non-Statistical Commercial Evaluation Evaluation 1", 3/4", 1/2", and 3/8" sieves +/- 6% +/- 8% No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount necessary so that none of the aggregate properties are outside the control points in Section 9-03.8(6). The resulting values will be the upper and lower acceptance limits for aggregates, as well as the USL and LSL required in Section 1-06.2(2)D2. 2. Job Mix Formula Adjustments - An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. a. Aggregates -2 percent for the aggregate passing the 11/2", 1", 3/4", 1/2", 3/8", and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the Willis Street Improvements/Leyrer 5 - 15 September 26, 2024 Project Number: 22-3029 aggregate passing the No. 200 sieve. The adjusted IMF shall be within the range of the control points in Section 9-03.8(6). b. Asphalt Binder Content - The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent 5-04.3(9)A Vacant 5-04.3(9)B Vacant 5-04.3(9)C Mixture Acceptance - Nonstatistical Evaluation HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting Agency by dividing the HMA tonnage into lots. 5-04.3(9)C1 Mixture Nonstatistical Evaluation - Lots and Sublots A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's production or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons. All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot. 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASHTO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used in a structural application, at least one of the three samples shall to be tested. Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the discretion of the Engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one Willis Street Improvements/Leyrer 5 - 16 September 26, 2024 Project Number: 22-3029 acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the IMF: • If the test results are found to be within specification requirements, additional testing will be at the Engineer's discretion. • If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. 5-04.3(9)C3 Mixture Nonstatistical Evaluation — Acceptance Testing Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If tested, compliance of Va will use WSDOT SOP 731. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. 5-04.3(9)C4 Mixture Nonstatistical Evaluation — Pay Factors For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will determine a Composite Pay Factor (CPF) using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing: 11/2", 1", 3/4", 1/2", 3/8" and No.4 sieves 2 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) (where applicable) 20 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of three sets of results for evaluation. Willis Street Improvements/Leyrer 5 - 17 September 26, 2024 Project Number: 22-3029 5-04.3(9)C5 Vacant 5-04.3(9)C6 Mixture Nonstatistical Evaluation — Price Adjustments For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The total job mix compliance price adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor(CPF). 5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $500 per sample. 5-04.3 (9)D Mixture Acceptance — Commercial Evaluation If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. Willis Street Improvements/Leyrer 5 - 18 September 26, 2024 Project Number: 22-3029 If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor(CPF). 5-04.3(10) HMA Compaction Acceptance HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density). The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density attained will be determined by the evaluation of the density of the pavement. The density of the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density. Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge or roadway cores after completion of the finish rolling. If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to traffic. Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. If the Contract includes the Bid item "Roadway Core" the cores shall be obtained by the Contractor in the presence of the Engineer on the same day the mix is placed and at locations designated by the Engineer. If the Contract does not include the Bid item "Roadway Core" the Contracting Agency may obtain the cores. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction Willis Street Improvements/Leyrer 5 - 19 September 26, 2024 Project Number: 22-3029 train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. Test Results For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 92 percent of the reference maximum density in a compaction lot with a CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor may request that a core be used for determination of the relative density of the sublot. The relative density of the core will replace the relative density determined by the nuclear density gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the sublot have been provided or made available to the Contractor. Core locations shall be outside of wheel paths and as determined by the Engineer. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will be deducted from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5-04.3(10)A HMA Compaction — General Compaction Requirements Compaction shall take place when the mixture is in the proper condition so that no undue displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall be immediately compacted to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided the specified densities are attained. Unless the Engineer has approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks. 5-04.3(10)B HMA Compaction — Cyclic Density Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum Willis Street Improvements/Leyrer 5 - 20 September 26, 2024 Project Number: 22-3029 density. At the Engineer's discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500-foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-04.3(10)C Vacant 5-04.3(10)D HMA Nonstatistical Compaction 5-04.3(10)D1 HMA Nonstatistical Compaction — Lots and Sublots HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing performed by the Contracting Agency dividing the project into compaction lots. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. The sublot locations within each density lot will be determined by the Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation — Acceptance Testing The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from within each sublot, with one test per sublot. 5-04.3(10)D3 HMA Nonstatistical Compaction — Price Adjustments For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92 percent of the reference maximum Willis Street Improvements/Leyrer 5 - 21 September 26, 2024 Project Number: 22-3029 density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture-density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit Contract price per ton of mix. 5-04.3(11) Reject Work 5-04.3(11)A Reject Work General Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject to the requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to the Engineer for approval. 5-04.3(11)B Rejection by Contractor The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance. 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of Roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the nonstatistical acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the Willis Street Improvements/Leyrer 5 - 22 September 26, 2024 Project Number: 22-3029 material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. 5-04.3(11)D Rejection - A Partial Sublot In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be statistically evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)E Rejection - An Entire Sublot An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two additional random samples from this sublot will be obtained. These additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)F Rejection - A Lot in Progress The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced: 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor is taking no corrective action, or 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. When either the PH for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(12) Joints 5-04.3(12)A HMA Joints 5-04.3(12)A1 Transverse Joints The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed, and the roller Willis Street Improvements/Leyrer 5 - 23 September 26, 2024 Project Number: 22-3029 may pass over the unprotected end of the freshly laid mixture only when the placement of the course must be discontinued for such a length of time that the mixture will cool below compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course. A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint. 5-04.3(12)A2 Longitudinal Joints The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than 1/2 of the compacted lift thickness and then taper down on a slope not steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. 5-04.3(12)B Bridge Paving Joint Seals 5-04.3(12)B1 HMA Sawcut and Seal Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint seals to be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the overlay. Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application procedure. Construct the bridge paving joint seal as specified on the Plans and in accordance with the detail shown in the Standard Plans. Construct the sawcut in accordance with the detail shown in the Standard Plan. Construct the sawcut in accordance with Section 5-05.3(8)B and the manufacturer's application procedure. 5-04.3(12)B2 Paved Panel Joint Seal Willis Street Improvements/Leyrer 5 - 24 September 26, 2024 Project Number: 22-3029 Construct the paved panel joint seal in accordance with the requirements specified in Section 5-04.3(12)B1 and the following requirement: Clean and seal the existing joint between concrete panels in accordance with Section 5-01.3(8) and the details shown in the Standard Plans. 5-04.3(13) Surface Smoothness The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than 1/8 inch from the lower edge of a 10-foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than 1/4 inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one of the following methods: 1. Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become dueto the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment details provided in the project plan or specifications call for utility appurtenance adjustments after the completion of paving. Utility appurtenance adjustment discussions will be included in the Pre- Paving planning (5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of paving. 5-04.3(14) Planing (Milling) Bituminous Pavement Willis Street Improvements/Leyrer 5 - 25 September 26, 2024 Project Number: 22-3029 The planing plan must be approved by the Engineer and a pre planing meeting must be held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planing submittals. Planing operations shall be performed no more than 7 calendar days ahead of the time the planed area is to be paved, unless otherwise allowed by the Engineer in writing. Locations of existing surfacing to be planed are as shown in the Drawings. Where planing an existing pavement is specified in the Contract, the Contractor must remove existing surfacing material and to reshape the surface to remove irregularities. The finished product must be a prepared surface acceptable for receiving an HMA overlay. Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer on the final wearing course of new HMA. Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair any damage to the surface by the Contractor's planing equipment, using an Engineer approved method. Repair or replace any metal castings and other surface improvements damaged by planing, as determined by the Engineer. A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer. A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more in height, producing a smooth transition to the existing adjoining pavement. After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract, patched and preleveled. The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5-04.3(14)A. Willis Street Improvements/Leyrer 5 - 26 September 26, 2024 Project Number: 22-3029 5-04.3(14)A Pre-Planing Metal Detection Check Before starting planing of pavements, and before any additional depth planing required by the Engineer, the Contractor must conduct a physical survey of existing pavement to be planed with equipment that can identify hidden metal objects. Should such metal be identified, promptly notify the Engineer. See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in pavement. The Contractor is solely responsible for any damage to equipment resulting from the Contractor's failure to conduct a pre-planing metal detection survey, or from the Contractor's failure to notify the Engineer of any hidden metal that is detected. 5-04.3(14)B Paving and Planing Under Traffic 5-04.3(14)B1 General In addition, the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1. Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. C. Should closure of the intersection in its entirety be necessary, and no trolley service is impacted, keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. Willis Street Improvements/Leyrer 5 - 27 September 26, 2024 Project Number: 22-3029 e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8-23. 3. Permanent pavement marking must comply with Section 8-22. 5-04.3(14)B2 Submittals — Planing Plan and HMA Paving Plan The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at least 5 Working Days in advance of each operation's activity start date. These plans must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing and pre-paving briefing. When requested by the Engineer, the Contractor must provide each operation's traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where police officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day's traffic control as it relates to the specific requirements of that day's planing and paving. Briefly describe the sequencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day's planing, and paving. 2. A copy of each intersection's traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. Willis Street Improvements/Leyrer 5 - 28 September 26, 2024 Project Number: 22-3029 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving and intended area of planing and of paving for each day's work, must include the directions of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and coordination to be timely made. The plan must show HMA joints relative to the final pavement marking lane lines. 8. Names, job titles, and contact information for field, office, and plant supervisory personnel. 9. A copy of the approved Mix Designs. 10. Tonnage of HMA to be placed each day. 11. Approximate times and days for starting and ending daily operations. 5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing operations to ensure the Contractor has adequately prepared for notifying and coordinating as required in the Contract, the Contractor must be prepared to discuss that day's operations as they relate to other entities and to public safety and convenience, including driveway and business access, garbage truck operations, Metro transit operations and working around energized overhead wires, school and nursing home and hospital and other accesses, other contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that may be part of that day's operations, must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing plan and paving plan, approved traffic control plan, and public convenience and safety. Such discussion includes, but is not limited to: 1. General for both Paving Plan and for Planing Plan: a. The actual times of starting and ending daily operations. b. In intersections, how to break up the intersection, and address traffic control and signalization for that operation, including use of peace officers. C. The sequencing and scheduling of paving operations and of planing operations, as applicable, as it relates to traffic control, to public convenience and safety, and to other contractors who may operate in the Project Site. d. Notifications required of Contractor activities and coordinating with other entities and the public as necessary. e. Description of the sequencing of installation and types of temporary pavement markings as it relates to planing and to paving. f. Description of the sequencing of installation of, and the removal of, temporary pavement patch material around exposed castings and as may be needed. g. Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, Willis Street Improvements/Leyrer 5 - 29 September 26, 2024 Project Number: 22-3029 monitoring wells, street car rail, and castings, before planing, see Section 5-04.3(14)B2. h. Description of how flaggers will be coordinated with the planing, paving, and related operations. i. Description of sequencing of traffic controls for the process of rigid pavement base repairs. j. Other items the Engineer deems necessary to address. 2. Paving - additional topics: a. When to start applying tack and coordinating with paving. b. Types of equipment and numbers of each type of equipment to be used. If more pieces of equipment than personnel are proposed, describe the sequencing of the personnel operating the types of equipment. Discuss the continuance of operator personnel for each type of equipment as it relates to meeting Specification requirements. C. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not adversely influence the other JMF. d. Description of contingency plans for that day's operations such as equipment breakdown, rain out, and Supplier shutdown of operations. e. Number of sublots to be placed, sequencing of density testing, and other sampling and testing. 5-04.3(15) Sealing Pavement Surfaces Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 5-04.3(16) HMA Road Approaches HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engineer. The Work shall be performed in accordance with Section 5-04. 5-04.3(17) Pavement Reinforcement The Contractor shall install the asphalt interlay fabric at the locations and to the dimensions shown on the Plans and as directed by the Engineer. The interlay fabric shall be placed on existing asphalt or concrete pavement to be overlaid with HMA mix specified in the contract. Willis Street Improvements/Leyrer 5 - 30 September 26, 2024 Project Number: 22-3029 CONSTRUCTION REQUIREMENTS All equipment, tools, and machines used in the performance of the work shall be subject to the approval of the Engineer and shall be maintained in satisfactory working condition at all times. Equipment for surface cleaning shall be capable of effectively removing oil, grease, dust, dirt or other objectionable materials from the pavement. Application equipment shall consist of suitable brooms, distributor, and laydown machine as required. The distributor shall have a capacity of not less than 1,000 gallons and shall be so designed, equipped, maintained and operated that asphalt material of an even heat shall be uniformly applied at the required rate. It shall be insulated and equipped with an adequate heating device. It shall be equipped with a 10-foot spray bar with extensions, pressure pump and gauge, with a volume gauge so located as to be observed easily by the inspector from the ground, a tachometer to control accurately the speed and spread of asphalt, and two thermometers, one to be installed permanently in the tank to indicate temperature of the asphalt at all times. The power for operating the pressure pump shall be supplied by an independent power unit which will develop a minimum of 25 pounds per square inch pressure at the spray bar. The laydown machine shall consist of a small tractor with attachment for the fabric installation. Bucket loaders or backhoes are not permitted for installation. The Contractor shall not begin application of the interlay fabric until he has demonstrated, to the satisfaction of the Engineer, that all labor, equipment, and materials necessary to apply the interlay fabric are either on hand or readily available. MATERIALS The approved products are: 1. TenCate Mirafi MPM30 (PGM-30) 2. Tensar GlasPave 25 3. Roadmat RM35 The material properties of the asphalt interlay fabric shall conform to all design and nominal performance standards of TenCate Mirafi MPM30 (PGM-30), Tensar GlasPave 25, Roadmat RM35 or the properties listed below in Table 2.01. Submittals shall include independent confirmation of the material properties. Willis Street Improvements/Leyrer 5 - 31 September 26, 2024 Project Number: 22-3029 Table 2.01 - Physical Properties of the asphalt int rlay fabric Property ASTM Test Units Min. Avg. Method Roll Value Tensile Strength @ 00 200 Tensile Strength @ 900 D5035 Ibs/in 200 Tensile Elongation % < 5.0 Melting Point lass D276 OF °C 4500 232° Asphalt Retention D6140 al/ d2 0.10 Mass per Unit Area D5261 oz/yd2 4.0 STORAGE The paving interlayer rolls shall be labeled, with a durable label indicating manufacturer, product name or style number, roll and lot number, and roll dimensions shall be attached to each roll. The paving interlayer rolls shall be delivered and handled in a manner to prevent damage and shall be inspected for defects and damage prior to use. The paving interlayer shall be stored in a dry covered condition, free from dust, dirt, off the ground, flat to prevent bowing, protected from precipitation, ultraviolet radiation, strong chemicals, sparks and flames, temperatures in excess 71 °C (160 IF) and other environmental condition that could cause damage. WEATHER AND MOISTURE LIMITATIONS Work shall not be done during wet weather conditions nor when the pavement and ambient air temperatures are below 50°F. The pavement shall be surface-dry at the time of the application of the asphalt. SURFACE PREPARATION All areas of base failure shall be removed and replaced to acceptable industry standards for the specific traffic loads and condition of the project. Pre-Leveling, if necessary, shall be done prior to placing paving interlayer. The pavement surface shall be free of all foreign materials such as dirt, grease, etc. Prior to applying the asphalt, all dust and loose material shall be removed from the pavement surface with compressed air. Existing cracks shall be filled as specified elsewhere under "Crack Sealing." In an overlay or milled surface application, repair all failed pavement areas prior to installation of the paving interlayer. Fill all cracks 1/4" or greater with approved material. Immediately prior to placement of paving interlayer, the pavement surface shall be dry, cleaned of anything that would interfere with adhesion, for e.g., vegetation, moss, dirt, gravel or water. A leveling or "scratch" course is recommended when road surface is not acceptable and shall be of proper gradation and sufficient thickness to Willis Street Improvements/Leyrer 5 - 32 September 26, 2024 Project Number: 22-3029 achieve a smooth, level surface with no gaps greater than 1/4" depth and width or be acceptable to the project engineer. A finish grind may be used as an alternative to an asphalt leveling course being placed, when you can achieve the final surface texture has no cracks, gaps or vertical angles greater the 1/4" depth and width or be acceptable to the project engineer. In all cases the surface must be clean and dry and the application rate of the Hot PG grade asphalt binder shall be increased to insure complete interlayer saturation and bonding. INSTALLATION A. Apply the asphalt interlay fabric in a hot PG graded asphalt binder. Asphalt Emulsion is NOT acceptable for placing paving interlayer due to time delay for it to break and the difficulty in insuring quality as installed. B. Asphalt Binder 1. A hot asphalt binder shall be applied to saturate the paving interlayer (min. to be the asphalt retention rate) plus amount needed to bond to existing surface and the new overlay. The asphalt binder to be used shall be PG58H -22 (PG64 -22) or higher. Sustained ambient temperatures (above 900) may require a stiffer binder gradation like PG58V -22 (PG70 -22) or higher to improve set time and reduce risk of fabric pick-up under construction traffic. 2. The hot asphalt binder shall be applied per the paving interlayer manufacturer or as directed by the Engineer. For TenCate Mirafi MPM30 the hot asphalt binder shall be applied at a rate of 0.10 Gal/SY on a new HMA leveling surface. On an old smooth surface or a clean fine milled surface apply hot asphalt binder shall be applied at a rate of 0.12 Gal/SY. For Tensar GlasPave 25 the hot asphalt binder shall be applied at a rate of 0.15 Gal/SY on a new pavement surface, 0.17 Gal/SY on an aged oxidized surface, and a rate of 0.2 Gal/SY on a milled surface. 3. Spray application shall extend four (4) inches wider than width of paving interlayer on lap side. Hot asphalt binder application shall be wide enough to cover the entire width of engineered paving mat material overlaps. The hot asphalt binder shall be applied only as far in advance of the engineered paving mat material installation as is appropriate to ensure a tacky surface at the time of the engineered paving mat material placement. Traffic shall not be allowed on the hot asphalt binder. 4. The hot asphalt binder shall be applied by a distributor truck in a smooth uniform manner at as low a temperature as is possible to achieve the right application rate, depending on ambient and road surface temperatures and type of PG asphalt binder used. Temperature of the hot asphalt binder Willis Street Improvements/Leyrer 5 - 33 September 26, 2024 Project Number: 22-3029 shall be sufficiently high enough to permit uniform spray pattern and shall be between 3500 F and 4000 F. The air temperature shall be 500 F and rising for placement of the hot asphalt binder coat. C. The paving interlayer shall be installed with equipment in good working order that is capable of installing the fabric without wrinkles or manually as needed and recommended by manufacturer. 1. Initial alignment of the interlay fabric is very important, since the fabric direction cannot be changed appreciably without causing wrinkles. If the alignment of the interlay fabric must be changed, the fabric shall be cut and realigned, overlapping the previous material and proceeding as before. 2. If manual lay-down methods are used, the paving fabric shall be unrolled, aligned, and placed in increments of approximately thirty (30) feet or as project engineer suggest. 3. The material shall be placed flat and wrinkle-free. The paving interlayer installation may require hand brooming as necessary to eliminate ripples that may occur during installation. 4. Brooming or squeegee of paving interlayer is required to insure adequate adhesion into the hot asphalt binder before the hot asphalt binder has cooled and lost tackiness. If the interlayer wrinkles more than 1" height during installation, the wrinkle shall be cut and lapped in the direction of paving. In these repaired areas, additional hot asphalt binder shall be applied as needed to achieve a sound bond to the substrate. Damaged engineered paving mat shall be removed and replaced, per the manufacturer's recommendations, at the contractor's expense with the same type of material. 5. To ease installations around curves, the paving fabric can be placed in shortened lengths by mechanical equipment or by hand. 6. Paving interlayer shall be lapped two (2) to four (4) inches longitudinally and two (2) to four (4) inches transversely. Transverse laps shall be in the direction of the asphalt concrete overlay placement insuring hot asphalt binder is placed under the overlap. The interlay fabric shall be neatly cut and contoured at all joints. 7. Excess hot asphalt binder that bleeds through the engineered paving mat under normal construction traffic shall be countered by broadcasting clean sand or hot mix to create a bond break between the excess hot asphalt binder and the construction equipment tires. Excess blotting sand shall be removed from the interlayer prior to placing the HMA overlay. Willis Street Improvements/Leyrer 5 - 34 September 26, 2024 Project Number: 22-3029 No other material, such as asphalt release agents or diesel, shall be used for this purpose. 8. No traffic, except necessary construction traffic or emergency vehicles, shall be driven on the engineered paving mat, unless approved by the engineer. If traffic on the interlayer is approved by the engineer, clean sand shall be lightly broadcasted over the engineered paving mat interlayer, and any loose sand shall be removed prior to paving. 9. Turning of construction equipment and other vehicles shall be gradual and kept to a minimum to avoid damage to the paving interlayer. Caution: Parking on the installed paving fabric prior to final overlay for extended periods could cause damage to the interlayer. 10. Placement of the first lift of the HMA overlay shall closely follow placement of the engineered paving mat. All areas in which the engineered paving mat has been placed shall be paved during the same day, unless approved otherwise by the engineer. In the event of rainfall on the engineered paving mat prior to the placement of the first HMA overlay lift, the engineered paving mat shall be allowed to dry before the HMA is placed. The compacted thickness of the first lift of the HMA overlay on the engineered paving mat shall not be less than 1.5 inches, and the temperature of the mix at placement shall not exceed the engineered paving mat melting point temperature. Where the total HMA overlay thickness is less than 1.5 inches, engineered paving mat shall not be placed. NOTE: Minimum lift thickness should be at least 3 times the nominal maximum aggregate size to ensure aggregate can align themselves during compaction to achieve required density and also to ensure mix is impermeable. 11. Paving interlayer should never be installed when it or the pavement surface is wet. 12. The Contractor shall not place more interlay fabric on the roadway than can be overlaid the same day with Hot Mix Asphalt. No fabric, except that which is required for normal lapped joints, shall be exposed to traffic. 13. In the event of breakdown of the paving operation, the interlay fabric which has not been overlaid shall be dusted with sand to break the tackiness of the sealant so traffic does not pick up the fabric. The application rate shall uniformly dust the roadway as approved by the Engineer. More than one application of sand may be required. Before placing the asphalt concrete, the fabric surface shall be broomed to remove the excess sand as directed by the Engineer. The sand shall meet the graduation requirements of the Section 9-03.1(2)B of the WSDOT Standard Specifications. Willis Street Improvements/Leyrer 5 - 35 September 26, 2024 Project Number: 22-3029 WORKMANSHIP AND QUALITY CONTROL A Technical Representative for the manufacturer of the paving interlayer shall be on the project to work with the Contractor's personnel and to provide the necessary technical assistance to ensure the satisfactory placement of the interlay fabric and HMA overlay. The representative shall not leave the project until the Engineer is satisfied that the Contractor has a full understanding of what is required to place the interlay fabric satisfactorily. The installing contractor shall give sufficient notice of planned work schedule such that proper inspection of workmanship is accomplished. 1. Daily, the Contractor shall certify that interlayer was installed per plans and specifications and confirm, by weight tickets and measuring asphalt used, that the hot asphalt binder usage equates to the specified amount for proper interlayer saturation and bonding. 2. Hot asphalt binder application rate shall not be reduced without the Engineer's approval. 3. Certification of compliance from the binder supplier shall be provided for each load of hot asphalt binder delivered to the jobsite, showing the type and quality of material delivered. 4. The Contractor shall provide satisfactory confirmation to the Engineer, for each Street Section, showing the total quantity of asphalt binder installed, at the proper application rate as published by the manufacturer. 5-04.4 Measurement "HMA Class 1/2", PG 58V-22", "HMA Class 3/8", PG 58V-22 for Prelevel", "HMA for Full Width Overlay Class 1/2", PG 58V-22",and "Hot Plant Mix for Temporary Pavement Patch" will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the mixture. If the Contractor elects to remove and replace mix as allowed by Section 5-04.3(11), the material removed will not be measured. Planing bituminous pavement will be measured by the square yard. Measurement shall be made upon actual square yards planed/grind, regardless of the full planing capacity of the equipment used. 5-04.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: "HMA Class 1/2", PG 58V-22", per ton. "HMA Class 3/8", PG 58V-22 for Prelevel", per ton. "HMA for Full Width Overlay Class 1/2", PG 58V-22", per ton. Willis Street Improvements/Leyrer 5 - 36 September 26, 2024 Project Number: 22-3029 The unit contract price per ton for the above items shall be full compensation for all costs incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are included in the Subsection and which are included in the Proposal. This work shall include the cost to install an asphalt thickened edge and/or the pre-leveling work in the areas identified on the plans. The cost for anti-stripping additive and water shall be included in these bid items. The cost for permanent pavement patches shall be included in HMA Class 1/2", PG 58V-22. The unit contract price per square yard for "Planing Bituminous Pavement" shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(14). The unit contract price per square yards shall also include all costs incurred to stockpile or dispose of the bituminous pavement as specified on the plans or as directed by the Engineer. No additional cost compensation shall be made for cold mix material to provide a temporary transition from planed areas to existing pavement. The unit contract price per ton for "Hot Plant Mix for Temporary Pavement Patch" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing, maintaining, removing and disposing of HMA used for temporary patching of pavement at the locations as specified herein and as directed by the Engineer. 5-05 CEMENT CONCRETE PAVEMENT SECTION 5-05.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-05.2 Materials Stamped colored cement concrete pavement shall be concrete with admixture for integrally coloring ready mixed concrete during batching. Color admixture shall conform to ASTM Standard C979 (Standard Specification for Pigments for Integrally Colored Concrete). Color for stamped colored cement concrete pavement shall be: • Butterfield Color® Uni-Mix® Integral Concrete Colorant -U34 Brick Red, or approved equal Stamped colored cement concrete pavement shall be 'New Brick Herringbone' pattern from texture mats and touch-up skins available from Butterfield Color, phone 1-800-282-3388, or approved equal. New Brick Herringbone Pattern surface texture shall be achieved using imprinting texture, stencils, detailing tools to create a herringbone pattern of new brick shapes with grout lines. Edges shall be sharp. Corners shall be square. Textured surface shall be compliant with ADA (Americans with Disabilities Act). Stamped colored cement concrete pavement shall have a two-step color and sealer (including additive) application, as follows: Willis Street Improvements/Leyrer 5 - 37 September 26, 2024 Project Number: 22-3029 • Butterfield Color ® Perma-Cast® Antiquing Release - R19 Russet, or approved equal • Butterfield Color® Clear-Guard"' Cure & Seal, or approved equal All stamped colored cement concrete pavement shall have a minimum compressive strength of 3,500 psi. All stamped colored cement concrete pavement shall be classified as a 3-day mix. Portland cement shall conform to ASTM C 150 Type II. Aggregates shall conform to ASTM C 33. Mixing water shall be fresh, clean and potable. An air-entraining agent complying with ASTM C 260 shall be used to achieve an entrained air content for the particular concrete mix used in accordance with the published recommendations of the Portland Cement Association and the American Concrete Institute. No admixtures containing calcium chloride are permitted. SECTION 5-05.3(11) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-05.3(11) Finishing Stamped colored cement concrete pavement with integral color concrete shall not receive color hardener application. Antiquing release shall be applied evenly to the surface of fresh concrete, and sealer with additive applied according to the manufacturer's specifications. Antiquing release agent shall act as a bond breaker between the stamp mats and colored concrete while imparting a secondary accent color. Apply sealer at full strength per manufacturer's recommendations. Catalog product cut sheets for antique release and sealer shall be submitted to Engineer for approval prior to providing a mock-up sample. The final layout shall be determined in the field and approved by the Engineer. Qualified and competent workmen shall have a minimum five (5) years of work experience for same paving type installation of stamped concrete. Stamped Colored Cement Concrete Pavement Installer's Additional Qualifications: Installer shall provide a list of five (5) successfully installed projects that include stamped concrete work within the Western United States. Include the following information: Address/ name of project; square footage; date of installation; contact name and phone number; up to two (2) photos of each project. Mock-Up Samples: Prior to start of pavement work, the Contractor shall provide one (5) five feet by (5) five feet (25 square feet) mock-up sample of the stamped colored cement concrete pavement showing stamped pattern, integral color pigment, color release agent, and color accents wherever Willis Street Improvements/Leyrer 5 - 38 September 26, 2024 Project Number: 22-3029 applicable per these special provisions and design plans. Engineer shall approve the mock-up sample prior to start of work. The final approved sample shall be the standard for the balance of the rest of the work installed and shall be protected from damage until final acceptance and approval. Mock-up samples provided for approval by the Engineer shall be incidental to and included in the unit bid price for "Stamped Colored Cement Concrete " bid items per these Special Provisions. No additional cement concrete shall be placed prior to the mock-up panel being approved by the Engineer. Asphalt mastic joint fillers shall be 3/8" x 4" and of the same material as that used in the curb with matching expansion joint locations. Concrete Joint and Dowel Bar Layout Plan: The Contractor shall submit a concrete joint and dowel bar layout plan to the Engineer for review and approval prior to the start of any cement concrete construction work. SECTION 5-05.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 5-05.4 Measurement "Stamped Colored Cement Concrete Pavement with Dowels" and "Stamped Colored Cement Concrete Pavement without Dowels" shall be measured per square yard of completed stamped colored cement concrete surface. "Cement Concrete Pass-Through, 9 Inch Thick" and "Cement Concrete Pass-Through, 9 Inch Thick with Dowels" shall be measured per square yard of completed cement concrete surface. SECTION 5-05.5 IS DELETED AND REPLACED WITH THE FOLLOWING; 5-05.5 Payment "Stamped Colored Cement Concrete Pavement with Dowels" "Stamped Colored Cement Concrete Pavement without Dowels" The unit contract price per square yard for the above items constitutes complete compensation for all materials, labor, tools and equipment necessary to install Stamped Colored Cement Concrete Pavement as shown on the plans and in accordance with the Kent Special Provisions. Any other materials including concrete pavement, dowels (where applicable), stamping tools, color release agent, sealer, labors, and tools required by the manufacturer to complete the stamped colored cement concrete pavement shall be considered incidental with the bid item price. The stamping tools shall become the property of the City at the end of the project, and the Contractor shall clean, maintain, and deliver all tools to the City Maintenance Shop. Failure to adequately maintain and deliver the stamping tools to the City Maintenance Shop after project completion shall be deemed reasonable grounds for the Willis Street Improvements/Leyrer 5 - 39 September 26, 2024 Project Number: 22-3029 Engineer to adjust the payment made under this bid item. Said adjustment shall be determined solely by the Engineer and is not negotiable except at the Engineer's discretion. All joints and grouting shall be considered incidental with the bid item price. The unit contract price for the above item that includes dowels shall include furnishing and installing epoxy coated dowel bars and tie bars. "Cement Concrete Pass-Through, 9 Inch Thick" "Cement Concrete Pass-Through, 9 Inch Thick with Dowels" The unit contract price per square yard for the above items shall constitute complete compensation for all material, equipment and labor needed to construct the median pass-throughs at the locations shown on the plans. The unit contract price includes detectable warning surfaces as shown on the plans and described in the specifications. Willis Street Improvements/Leyrer 5 - 40 September 26, 2024 Project Number: 22-3029 DIVISION 6 - STRUCTURES 6-10 CONCRETE BARRIER SECTION 6-10.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-10.3(6) Placing Concrete Barrier Lateral clearance to barrier is the perpendicular distance from edge of traveled way to the concrete barrier. The lateral clearance shall be four (4) feet from the edge of traveled way to the concrete barrier. Type 3 anchors shall be installed in the barrier and drilled into hot mix asphalt as shown in WSDOT Std. Plan K-80.35. Concrete barriers placed on top of areas with curb shall not be anchored. Anchors shall only be drilled into hot mix asphalt, no anchors shall be drilled into cement concrete pavement, curb and gutter, or islands. SECTION 6-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 6-10.5 Payment The unit contract price per lineal foot for the "Precast Conc. Barrier Type 2 Anchored" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install anchored concrete barriers in the locations shown on the traffic control plan in the appendix of these specifications. Willis Street Improvements/Leyrer 6 - 1 September 26, 2024 Project Number: 22-3029 DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. The Contractor has the option of choosing the material except for those pipes specified on the plans to be a specific material. Ductile Iron Pipe Class 50 (Unlined) .............. 9-05.13 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing SECTION 7-04.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3(1)A General All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment The unit contract price per lineal foot for "Ductile Iron Storm Sewer Pipe, Inch Diameter Class 50 Unlined" shall be complete Willis Street Improvements/Leyrer 7 - 1 September 26, 2024 Project Number: 22-3029 compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 7-05.3 Construction Requirements All manholes and catch basins shall be precast concrete units and shall conform to Kent Standard Plans 4-1, 4-2, 5-1 and 5-2 unless specified otherwise. Minimum height for Type 1-48 inch, 54 inch, and 60 inch manholes shall be 5 feet. Manholes under 5 feet in height shall conform to Kent Standard Plan 4-2. All manholes and Type II and III CB structures shall be equipped with the drop rung type manhole steps and ladders in accordance with Kent Standard Plan 4-5. The ladder shall be secured from top to bottom, inside the structure wall. No 4 foot hanging ladder sections are allowed. The sanitary sewer manholes shall be fully channeled to conform to the inside diameter of the sewer line from invert to spring line, then the channel shall be vertical to the top of the pipe. The top edge of the channel shall have a radius of 1/2 to 3/4 inch. The shelves shall slope at 2 percent to the top of the channel. All manhole section joints and pick holes shall be filled with grout and smooth finished outside and inside after installation. All manhole penetrations, lifting holes, barrel joints (interior or exterior), risers, frames, and any other location determined by the Engineer, shall be sealed to prevent infiltration. The Contractor shall submit proposed sealing product literature to the Engineer for acceptance, prior to use. Manhole frame and covers shall be cast gray or ductile iron and shall comply with the following Kent Standard Plans as applicable: WSDOT Standard Plan B-30.70 New lids shall read "SEWER" for sanitary sewer or "DRAIN" for storm sewer drain. All shall be bolt down. Willis Street Improvements/Leyrer 7 - 2 September 26, 2024 Project Number: 22-3029 Catch basin grates and solid covers shall be ductile iron and of the locking type unless indicated otherwise on the plans and shall be in accordance with Kent Standard Plans 5-4 through 5-16 as applicable. ADA Frame and Grate shall conform to WSDOT Standard Plan B-30.15 Alternative 1. Miscellaneous catch basin details shall be in accordance with Kent Standard Plan 5-3. Care must be taken to insure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result in excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load imposed by the manhole. PVC pipe adaptors shall be KOR-IN-SEAL type flex joints or sand collars or other materials as approved by the Engineer to permit slight differential movement. All pipe materials other than the above shall be mudded directly into the manholes and catch basins using a smooth forty five (45) degree bevel from the pipe to the structure meeting ASTM D-303-H-78 SDR35. The allowable protrusion is two (2) inches inside the structure unless approved otherwise by the Engineer. Block lettering is required on the top surfaces of storm drain castings, and shall read as follows: '"OUTFALL TO STREAM, DUMP NO POLLUTANTS" SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(1) Adjusting Manholes and Catch Basins to Grade All construction in performing adjustments of existing or new utilities shall conform to the WSDOT Standard Specifications, Standard Plans, Kent Standard Plans and the Kent Special Provisions. Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and Willis Street Improvements/Leyrer 7 - 3 September 26, 2024 Project Number: 22-3029 slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, but not to exceed 1-1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementitious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. On the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. SECTION 7-05.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(2) Abandon Existing Manholes Manholes being abandoned shall have the top four feet removed and the remainder of the structure filled with bank run gravel for trench backfill or gravel borrow as included in the proposal and shall otherwise be in accordance with Section 7-05.3(2) of the WSDOT Standard Specifications. SECTION 7-05.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(3) Connections to Existing Manholes Willis Street Improvements/Leyrer 7 - 4 September 26, 2024 Project Number: 22-3029 It shall be the Contractor's sole responsibility to protect the existing sewer system from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. SECTION 7-05.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(4) Drop Manhole Connection Drop manhole connections shall be in accordance with Kent Standard Plan 4-6. Inside drop connections are not allowed. SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS; 7-05.3(5) Manhole Installation on Existing Sewer The manhole will be placed on and channeled for the existing lines in their existing location. It shall be the Contractor's sole responsibility to protect the existing sewer from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. 7-05.3(6) Storm Drain Marking The pavement adjacent to all new catch basins shall be marked with the following standard pollution prevention button: DUM IA The Contractor is responsible for installation of the buttons. Markers for publicly owned catch basins will be provided by the City. 7-05.3(7) Relocate Existing Catch Basin Willis Street Improvements/Leyrer 7 - 5 September 26, 2024 Project Number: 22-3029 The existing catch basin assemblies indicated to be relocated shall be carefully removed to avoid damage. The Contractor will then install the catch basin at the location indicated on the plans so that the assembly will function as shown on the plans. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment The unit contract price per each for "Catch Basin, Type 1" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and storm drain stenciling. The unit contract price per each for "Adjust Existing Catch Basin Grate to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and installing City provided storm drain markers. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. "Vaned Catch Basin Frame and Grate" "Bidirectional Vaned Catch Basin Frame and Grate" The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Trash Screen" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install a new trash screen as shown on the plans and described in the specifications. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.2 Materials Willis Street Improvements/Leyrer 7 - 6 September 26, 2024 Project Number: 22-3029 All pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. All materials used for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. All materials used shall be subject to inspection by the City prior to use. The Contractor shall provide the City with shop drawings, manufacturer's specifications and certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and the manufacturer's recommended installation procedures. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions: Hot Mix Asphalt ...............................5-04.2 Cement Concrete Pavement...............5-05.2 Culvert Pipe ....................................7-02.2 Storm Sewers .................................7-04.2 Manholes, Inlets and Catch Basins......7-05.2 Sanitary Sewer................................7-17.2 Side Sewers....................................7-18.2 Crushed Surfacing............................9-03.9(3) Gravel Backfill for Pipe Zone Bedding ..9-03.12(3) Gravel Borrow .................................9-03.14(1) Foundation Material Class I and II ......9-03.17 Bank Run Gravel for Trench Backfill ....9-03.19 7-08.3 Construction Requirements SECTION 7-08.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)A Trenches If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to ensure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. Willis Street Improvements/Leyrer 7 - 7 September 26, 2024 Project Number: 22-3029 It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1. Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material Class I or II meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02.3(3) of the Kent Special Provisions. SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)C Bedding the Pipe Bedding shall be placed in accordance with Standard Plan B-55.20-00. Bedding material shall be in accordance with Section 9-03.12(3) of the Kent Special Provisions. Willis Street Improvements/Leyrer 7 - 8 September 26, 2024 Project Number: 22-3029 Bedding material shall be tamped in layers under, around and above the pipe to adequately support and protect the pipe. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material. Unless otherwise approved by the Engineer, adequate compaction shall be construed to mean to at least 95 percent of the maximum density measured in accordance with ASTM D-1557. The pipe shall be protected from damage when compacting. At least two feet of cover is required over the pipe prior to using heavy compaction equipment. SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING; 7-08.3(2)B Pipe Laying - General At locations of pipe crossing between new or existing pipes the minimum vertical clearance shall be one and one-half foot unless otherwise approved by the Engineer. If this clearance cannot be obtained, the Contractor shall install a 2-inch thick 1-2 PSF styrofoam cushion between the pipes. The cushion shall be installed longitudinally with the lower pipe. The cushion width shall be equal to the lower pipe diameter and the length shall be one foot greater than the upper pipe diameter. It should be noted that field adjustment of specified slopes for storm and sanitary side sewers are permissible, if approved by the Design Engineer, to obtain the minimum clearances. External or internal grouting or repair by use of collars on the new sanitary or storm sewer line will not be an acceptable means of repair, should repair be necessary. All pipe, adaptors, tees, and other fittings shall be used for the purpose intended by the manufacturer and shall be installed according to manufacturer's recommendations. SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)G Jointing of Dissimilar Pipe Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe will be done by the use of Cast Transition or reducing couplings (Romac 501 or equivalent). SECTION 7-08.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)H Sewer Line Connections Where indicated on the plans or where directed by the Engineer, connections shall be made to the existing storm drain/sewer systems by the Contractor in accordance with applicable portions of the WSDOT Willis Street Improvements/Leyrer 7 - 9 September 26, 2024 Project Number: 22-3029 Standard Specifications and Kent Special Provisions in a workmanlike manner satisfactory to the Engineer. SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(4) Plugging Existing Pipe Existing pipes being plugged shall be plugged with concrete at both ends and shall otherwise be in accordance with Section 7-08.3(4) of the WSDOT Standard Specifications. SECTION 7-08.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-08.3(5) Street Restoration Unless otherwise shown on the plans, street restoration shall be in accordance with the following requirements: Where cuts have been made in either asphalt concrete pavement, or in oil mats, the Contractor shall reconstruct the trench areas with a 3 inch thick asphalt concrete patch placed on a 2 inch thickness of crushed surfacing top course over a 4 inch thickness of crushed surfacing base course or as directed by the Engineer in the field. However, where cuts have been made in an asphalt concrete pavement section to be overlayed, the Contractor shall reconstruct the trench with a 2 inch thick asphalt concrete patch with a 2 inch asphalt overlay for a total of 4 inches of asphalt concrete pavement over 2 inches of crushed surfacing top course over 4 inches crushed surfacing base course. In all cases, the asphalt and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Upon approval of the Engineer, Controlled Density Fill may be used to back fill the narrow trenches where it is difficult to compact crushed surfacing. In these cases the asphalt concrete layer shall increase to a minimum of 2 inches greater than the existing section. Where cuts have been made in cement concrete pavement, the Contractor shall reconstruct the trench area with a 6 inch thick cement concrete patch placed on a 6 inch thickness of crushed surfacing top course. In all cases, the cement concrete and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Where there is an existing asphalt overlay over cement concrete pavement, the cement concrete shall be patched to original grade as above and then overlaid with an asphalt concrete patch to existing grade. Willis Street Improvements/Leyrer 7 - 10 September 26, 2024 Project Number: 22-3029 All gravel shoulders shall be restored to their original condition and shape. The Contractor shall spread a 2 inch thick layer of crushed surfacing on the shoulder. The shoulder shall be finished with a grader after backfilling and compacting and before spreading the crushed surfacing. Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-08.4 Measurement Gravel backfill for foundation shall be measured by the ton. SECTION 7-08.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.5 Payment The unit contract price per ton for "Foundation Material, Class I and II" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place foundation material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. 7-12 VALVES FOR WATER MAINS SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH WITH THE FOLLOWING: 7-12.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Valve Boxes ................................. 9-30.3(4) SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.3 Construction Requirements All valves shall have valve boxes installed with the cover lugs parallel to the direction of water flow. Willis Street Improvements/Leyrer 7 - 11 September 26, 2024 Project Number: 22-3029 SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-12.3(3) Adjusting Valve Boxes to Grade On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. SECTION 7-12.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Adjust Existing Valve Box Top Section and Lid to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the valve box top to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Any adjustments made prior to the final finished elevation shall be considered incidental to this bid item. Reference Kent Standard Plan 3-7. Willis Street Improvements/Leyrer 7 - 12 September 26, 2024 Project Number: 22-3029 DIVISION 8 - MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.1 Description This work consists of temporary erosion and sedimentation control procedures (TESCP) as shown on the construction plans, specified in these Kent Special Provisions, and ordered by the Engineer as work proceeds. The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city's municipal separate storm sewer system (MS4) as required by law. SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.2 Materials Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed ................................... 9-14.3 Fertilizer.............................. 9-14.4 Mulch and Amendments ......... 9-14.5 Tackifier .............................. 9-14.5(7) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1) General Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The Contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other Willis Street Improvements/Leyrer 8 - 1 September 26, 2024 Project Number: 22-3029 sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1. Dewatering Plan 2. Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work 4. Name and contact info for Contractor's CESCL SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-01.3(1)F Applicable Regulations and Criteria All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1. WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants in waters prohibited 3. City of Kent 2017 Surface Water Design Manual Willis Street Improvements/Leyrer 8 - 2 September 26, 2024 Project Number: 22-3029 8-01.3(1)G Water Quality Monitoring Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)E Tackifiers Unless specified otherwise, wood cellulose fiber mulch per Section 9-14(5)10 of the Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be organic tackifier as specified in Section 9-14.5(7)A of the WSDOT Standard Specifications. When specified, tackifiers shall be applied in accordance with the manufacturer's recommendations. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock Willis Street Improvements/Leyrer 8 - 3 September 26, 2024 Project Number: 22-3029 valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. SECTION 8-01.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5(2) Item Bids The unit contract price per acre for "Seeding, Fertilizing, and Mulching" shall be full pay for all labor, materials, tools and equipment necessary to complete the above said hydroseeding, seeding, fertilizing and mulching at the locations shown on the plans, including the following areas: 1. All planter areas or areas disturbed by the Contractor's operations behind the sidewalk, even where it is only a narrow strip. 2. All biofiltration swales. 3. Detention pond site. 4. Other areas as directed by the Engineer. Water, fertilizer and mulch shall be provided by the Contractor as necessary to maintain and establish the seeded areas and is considered incidental to this bid item. Topsoil Type B is considered incidental to this bid item unless a specific bid item is listed in the proposal. The cost of baffling or blocking over spray as required to prevent over spray onto the sidewalk, curbing and non-planter areas is incidental to the unit price. The unit bid price per lineal foot for "Filter Fabric Fence" constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to construct and install the fence as shown on the plans, including fabric, posts and gravel to anchor fabric. This bid item also includes: maintenance throughout the project; and removal and disposal of the fence and accumulated sediment as directed by the Engineer. The unit contract price per each for "Inlet Protection" shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. The unit bid price per square yard for "Straw Mulch" constitutes complete compensation for all materials, tools, labor and equipment required for applying straw mulch on exposed soils for erosion control as directed by the Engineer. Straw shall be in an air-dried condition, and free of noxious weeds and other materials detrimental to plant life. Willis Street Improvements/Leyrer 8 - 4 September 26, 2024 Project Number: 22-3029 The unit price per square yard for "Clear Plastic Covering" (6 mil polyethylene sheets) shall constitute complete compensation for furnishing, staking, maintaining and protecting, the material in place (including sandbags and stakes) on all exposed soils per the WSDOT Standard Specification and as directed by the Engineer. The unit contract price per hour for "ESC Lead" shall be full pay for all duties outlined in Section 8-01.3(1)B (Erosion and Sediment Control (ESC) Lead) in per hour increments. The unit contract price per hour for "Street Cleaning" shall be full pay for furnishing all labor, materials, tools and equipment necessary to maintain a clean roadway for public access and no runoff of potential pollutants into natural water bodies or the stormwater system. 8-02 ROADSIDE RESTORATION SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description Drawings and Specifications: Definitions: The word "provide" means "furnish and install" (for landscaping only). Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and verify them with respect to adjacent or incorporated work. Any discrepancies in the drawings shall be brought to the immediate attention of the Engineer before work proceeds further. Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the singular number, such reference shall include as many such items as are shown on drawings or required to complete the installation. SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.1(1) Submittals The Contractor shall submit within 20 days after Notice to Proceed date a list of all plant material indicating source of supply, order invoice, size and quantity for such species or variety. All plant materials shall meet requirements of State and Federal laws with respect to inspection for plant diseases and infestations. Inspection certificates required by law shall accompany each shipment of plant material and submitted to the Engineer. SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: Willis Street Improvements/Leyrer 8 - 5 September 26, 2024 Project Number: 22-3029 8-02.2 Materials Materials shall meet the requirements of the following sections: Topsoil Type A......................................... 9-14.2(1) Seed...................................................... 9-14.3 Fertilizer................................................. 9-14.4 Fine Compost.......................................... 9-14.5(8) Wood Cellulose Fiber................................ 9-14.5(10) Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(1) Responsibility During Construction The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall immediately remove all refuse and debris resulting from the planting activities. The project will not receive either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(3) Weed and Pest Control During the maintenance period, all weeds are to be removed by hand. SECTION 8-02.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(5)B Lawn Area Preparation In Seeded Lawn areas, the Contractor shall thoroughly scarify the subgrade to a depth of twelve (12) inches and amended with three (3) inches of fine compost tilled into the top eight (8) inches of prepared subgrade. Following compost installation, two (2) inches of Topsoil Type A shall be installed in a single lift. Remove rocks, roots, and debris over 1-inch (1") diameter in all areas to be seeded. Topsoil Type A shall be used to level out any low areas. Lightly compact soil to a compaction rate of no more than 85% and establish a smooth and uniform finished grade to allow surface drainage and prevent ponding. Finish grades shall be reviewed and approved by the Engineer prior to any plant or lawn installation. Willis Street Improvements/Leyrer 8 - 6 September 26, 2024 Project Number: 22-3029 Any additional fine grading to get a firm smooth surface shall be considered incidental to and included in the unit contract price for placement and installation of Seeded Lawn Installation. SECTION 8-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(7) Layout of Planting, Lawn and Seeding Areas The location of plantings shall be according to the landscaping details, unless otherwise directed by the Engineer. The Contractor shall layout tree, shrub and herbaceous plant locations and receive the approval of the Engineer before planting begins. 8-02.3(9) Seeding, Fertilizing and Mulching SECTION 8-02.3(9)A IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 8-02.3(9)A Dates for Application of Seed Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1. Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent, and the environmental conditions are conducive to satisfactory growth. SECTION 8-02.3(9)B IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.3(9)B Seeding and Fertilizing Topsoil and all other unpaved and unsodded areas within easements and right-of-way disturbed as part of this project shall be seeded. Hydroseeding shall be the method of seed application. Hydroseed shall consist of a slurry composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly broadcast over areas to be seeded. All work shall conform in all respects to Section 8-01 of the WSDOT Standard Specifications, except as modified herein. The Contractor shall notify the Engineer not less than 48 hours in advance of any hydroseeding operation and shall not begin the work until areas prepared or designated for hydroseeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Willis Street Improvements/Leyrer 8 - 7 September 26, 2024 Project Number: 22-3029 Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent and maintains continuous agitation through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. Areas where hydroseeding is not practical, must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil. The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 1. Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to be mixed mechanically on the site or may be mixed by the dealer. If seed is mixed on site, each variety shall be delivered in the original containers bearing the dealer's guaranteed analysis. If seed is mixed by the dealer, the Contractor shall furnish to the Engineer the Dealer's guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Grass seed shall be purchased from a recognized distributor and shall be composed of the varieties mixed in the proportions indicated in the WSDOT Standard Specifications and Kent Special Provisions. Seed shall meet the minimum percentages of purity and germination specified in Section 9-14.3 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. The Contractor shall protect seed from hydration, contamination, and heating during delivery, storage, and handling. Seed shall be stored in a cool dry location away from contaminants. Mix A shall be used as the standard hydroseed mix unless otherwise specified herein or on approved project plans. Mix B shall be used exclusively for seeded areas adjacent to grass lawns, within seeded medians, and within seeded traffic islands. In addition, Mix B shall be used for all seeded areas not specifically showing Mix A on the plans, or where otherwise directed by the Engineer. Willis Street Improvements/Leyrer 8 - 8 September 26, 2024 Project Number: 22-3029 2. Water: The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before hydroseed slurry has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the hydroseeded areas at least twice daily (in the early morning and late afternoon) until the grass is well established as determined by the Engineer. Repeat watering operation as required by climatic conditions to keep areas moist for a minimum period of 2 weeks from the day of first watering and as necessary for healthy growth. 3. Mulch: As needed to meet requirements of Sections 8-01.3(11)A and 9-14.5. 4. Fertilizer: All areas which are seeded shall receive fertilizer of the following proportions and formulation applied at the rate of 400 pounds per acre. All areas which are seeded shall receive fertilizer meeting the requirements of Section 9-14.4 of the Kent Special Provisions. Fertilizer shall not be applied on any creek side slopes in order to avoid contamination of these creeks. 5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1,000 square feet. The seed shall be applied by an approved handheld spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 Ibs/acre of"Mix A" unless otherwise directed by Engineer. Fertilizer 400lbs/acre Wood Fiber 2,000 Ibs/ acre Tackifier 80lbs/acre SECTION 8-02.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9)D Inspection Inspection of seeded areas shall be made upon completion of seeding operations, at the end of the maintenance period, and at any time during the maintenance period. The Contractor shall reseed, re-mulch or re-fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot. Areas failing to show a uniform thick, healthy stand of grass after the maintenance period shall be reseeded consistent with the Kent Special Provisions at the Contractor's expense. Reseeded areas will be subject to inspection for acceptance. Willis Street Improvements/Leyrer 8 - 9 September 26, 2024 Project Number: 22-3029 SECTION 8-02.3(9)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9)E Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets and area drains open and free flowing. Protect all seeding against wind, storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. SECTION 8-02.3(11)A IS DELETED AND REPLACED WITH THE FOLLOWING; 8-02.3(11)A Mulch for Seeding Areas Wood cellulose fiber mulch conforming to Section 9-14.5(10) of the Standard Specifications shall be used where mulch is called for on this project. The application rate shall be 2,000 pounds to the acre in accordance with Section 8-01 of the WSDOT Standard Specifications. Mulch shall be incorporated into the slurry of seed and fertilizer. Mulch of the type specified in Section 9-14.5 shall be included in the hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section 8-01.3(9)B. The application of seed, fertilizer, and mulch shall be required in a single operation for all seed applications, unless otherwise directed. Mulch materials, shall be furnished, hauled, and evenly applied at the rates indicated, and shall be spread on seeded areas immediately after seeding unless otherwise specified. Distribution of straw mulch material shall be by means of an approved type mulch spreader, which utilizes forced air to blow mulch material on seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Straw mulch shall be applied at a rate to achieve a loose, overall thickness of three (3) inches. Areas not accessible by mulching equipment shall be mulched by approved hand methods and shall achieve similar results. Mulch sprayed on signs or sign structures shall be removed the same day. SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.3(17) Plant and Site Protection During Entire Construction Period The Contractor shall: 1. Protect existing trees to remain and new plants against injury and damage, including but not limited to: cutting, breaking, or Willis Street Improvements/Leyrer 8 - 10 September 26, 2024 Project Number: 22-3029 skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. SECTION 8-02.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-02.4 Measurement "Topsoil Type A" and "Fine Compost" will be measured by the cubic yard in the haul conveyance at the point of delivery. "Seeded Lawn Installation" will be measured along the ground slope and computed in square yards of actual seeding completed, established, and accepted. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-02.5 Payment The unit contract price per cubic yard for "Topsoil Type A" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. The unit contract price per cubic yard for "Fine Compost" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply, spread and incorporate the compost in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking the compost and cleanup. The unit contract price per square yard of "Seeded Lawn Installation" shall be full pay for all costs necessary to prepare the area, erect barriers, control weeds, and establish seeded areas and for furnishing all labor, tools, equipment, and materials necessary to complete the Work as specified. 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.3 Construction Requirements SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways The City will provide control staking in accordance with Section 1-05.8(6) of the Kent Special Provisions. Willis Street Improvements/Leyrer 8 - 11 September 26, 2024 Project Number: 22-3029 If the curb and gutter flow line is found to deviate from the flow line shown on the plans by more than 0.03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment "Cement Concrete Curb and Gutter" "Roundabout Truck Apron Cement Concrete Curb and Gutter" "Precast Sloped Mountable Curb" "Precast Dual Faced Sloped Mountable Curb" "Cement Concrete Traffic Curb" "Transition Curb" "Pedestrian Curb" The unit contract price per linear foot for the above items shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. The lump sum contract price for "Cast-In-Place Curb Transition From Precast Sloped Mountable Curbs To Precast Dual Faced Sloped Mountable Curb" shall be considered complete compensation for all materials, labor, tools and equipment required to install the cast-in- place curb transition in accordance with the plans, specifications and as directed by the Engineer. 8-09 RAISED PAVEMENT MARKERS 8-09.3 Construction Requirements SECTION 8-09.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-09.3(2) Surface Preparation In removing raised pavement markers and plastic traffic buttons, the Contractor shall: 1. Haul broken-up pieces of raised pavement markers, plastic traffic buttons and all waste material to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Remove all sand, or other waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. 3. Install temporary lane markings at the Contractor's sole expense, unless the street is going to be remarked, or overlaid immediately after the completed removal of raised pavement markers and/or plastic traffic buttons. Willis Street Improvements/Leyrer 8 - 12 September 26, 2024 Project Number: 22-3029 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, including the complete removal of all remaining adhesive, and fill any surface voids caused by the removal work. SECTION 8-09.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.4 Measurement When shown as lump sum in the plans or in the Proposal as removal of raised pavement markers and plastic traffic markings, no specific unit of measurement will apply, but measurement will be for the sum total of all items for a complete removal of the subject items. SECTION 8-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.5 Payment The lump sum contract price for "Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the raised pavement markers and painted and/or thermoplastic traffic markings as described in the specifications or as directed by the Engineer. 8-10 GUIDE POSTS SECTION 8-10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.1 Description This work shall consist of furnishing and installing continuous median traffic plastic curb and non-continuous low profile traffic plastic curb with flexible posts at location(s) shown in the plans or as directed by the Engineer. SECTION 8-10.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.2 Materials Traffic Separator Curb System: The following is a list of acceptable traffic separator curb systems: Low-Profile Plastic Curb and Reflector Product Manufacturer Tuff Curb XLP Impact Recovery Systems The Contractor may propose an alternative product meeting these specifications, however, the Engineer reserves the right to accept or reject any product not shown on this list. Alternative products must meet the following specifications. Willis Street Improvements/Leyrer 8 - 13 September 26, 2024 Project Number: 22-3029 The traffic separator curb system used shall be NCHRP-360 and MASH 2009 compliant. The color of the traffic separator curb system shall be consistent with its intended use and as described in Part 3 of the current edition of the Manual on Uniform Traffic Control Devices. When placed in bicycle lane, curb shall be white unless otherwise directed by the plans or engineer. All hardware shall be zinc plated. The traffic separator curb system shall consist of 3 components designed for easy change-out of any one part when necessary. The components are: 1. Modular curb 2. Reactive spring assembly, and 3. Channelizer Low Profile Modular Curb Each modular curb section shall be 40 inches long, constructed of highly durable injection molded HDPE material resistant to ultraviolet light, ozone, and hydrocarbons; and featuring solid color throughout the material. Curb height shall be 2 inches in height and 8 inches in width. The modular piece shall include rounded beginning and end. Curbing sections shall not interconnect but have the ability to space sections to facilitate passage of water between sections of curb. Each modular curb section shall have a reflector facing each direction built into the plastic curb matching the color of the curbing and meeting reflectivity requirements outline in section 8-09. Plastic Curb Mounting Regardless of street posted speed limit, for asphalt surface installation, each curb section shall be installed using a 3-anchor kit comprising of three of the each of the following: 3" plastic anchors, 4" long 1/2" lag screws, and metal washer. On PCC surface, each curb section shall be installed using three 4" x 1/2" concrete screw anchor. All anchors shall be hot-dipped galvanized or zinc coated. Reactive Spring Assembly The reactive spring assembly shall have an anti-twist feature to assure channelizer is returned to an upright position facing traffic and designed to withstand multiple vehicle impacts and rebound the delineator to upright position. The reactive spring assembly shall be integral to the delineator and shall bolt onto the modular curb and/or surface mount base. quick release feature will not be allowed. Channelizer All channelizers must conform to the Manual of Uniform Traffic Control Devices with reactive spring assembly integral to the channelizer. Willis Street Improvements/Leyrer 8 - 14 September 26, 2024 Project Number: 22-3029 a. Delineator Post: Delineator posts shall be round, constructed of flexible plastic resistant to ultraviolet light, ozone, and hydrocarbons having the following dimensions and features: Diameter: 2.25 inches to 2.375 inches Length: 28 inches Post Top: Round black cap Sheeting: two 3-inch wide x 12" section of Type V Super High Intensity reflective sheeting around the delineator SECTION 8-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.3 Construction Requirements The pylon system shall be a surface mounted assembly that uses a separate base with a detachable pylon held in place by means of a locking device as shown in the Plans. The plastic curb shall be installed by using anchors per manufacturer's recommendations or as directed by the Engineer. The surface receiving the traffic separator curb system shall be clean and free of any rocks and/or debris. The receiving surface shall be planar such that the entire bottom of each curb unit maintain contact with the surface. When installing traffic separator curb system on PCC surface, use concrete screw anchors approved by the curb manufacturer. When installing traffic separator curb system on asphalt surface, use multi- purpose sleeve anchors approved by the curb manufacturer. Unless specified in the plans, gaps between adjacent curb shall not be less than 1/2" apart and more than 1". Curb end cap must be installed at the beginning and end of each run of traffic separator curb system. The plastic curb shall be compatible with the flexible posts. The plastic curb and flexible posts shall be installed together to perform as one traffic device system. One flexible post shall be installed in each plastic curb section. SECTION 8-10.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.4 Measurement Low-Profile Plastic Curb and Reflector shall be measured per each including the tapered end cap. One flexible post per segment of curb shall be included in the price. (Curb is 40" long with flexible post in the center, flexible post will be spaced 40" O.C.). SECTION 8-10.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.5 Payment Willis Street Improvements/Leyrer 8 - 15 September 26, 2024 Project Number: 22-3029 The unit contract price per each for "Low-Profile Plastic Curb and Reflector" constitutes complete compensation for all materials, labor, anchors, bolts, hardware, raised pavement markers, flexible post, reflective sheeting, caps, tools and equipment necessary to furnish and install the traffic separator curb system, including surface preparation, in accordance with these Specifications. 8-12 CHAIN LINK FENCE AND WIRE FENCE SECTION 8-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.1 Description This work shall consist of installing, adjusting, removing, relocating, replacing or restoring existing property fences of all types specified in accordance with the plans, these specifications, and in reasonably close conformity with the line staked by the Engineer. 8-12.3 Construction Requirements SECTION 8-12.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.3(1) Chain Link Fence and Gates Existing fences and gates shall be restored to their former condition or to that condition acceptable to the Engineer. New materials shall meet the requirements shown in the plans or as directed by the Engineer. Security fence shall meet WSDOT Standard Plan L-40.20-01; Glare Screen Type 2 (black, vinyl coated chain link with slats) with 3 strands of black vinyl coated wire with galvanized barbs. Includes 18" wide, 6" thick, concrete mow strip with medium brush finish. SECTION 8-12.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.3(2) Wire Fence and Gates Existing wire fence and gates shall be restored to their former condition or to that condition acceptable to the Engineer. New materials shall be in general conformance to the requirements of Section 8-12 of the WSDOT Standard Specifications. SECTION 8-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.4 Measurement Remove and relocate fence shall be measured by the linear foot of relocated fence, along the ground line, exclusive of openings. Gates shall be included in the fence measurement. Willis Street Improvements/Leyrer 8 - 16 September 26, 2024 Project Number: 22-3029 Temporary fencing shall be measured by the linear foot of temporary fence, along the ground line exclusive of openings. Gates shall be included in the fence measurement. Remove and restore fence shall be measured along that portion of the fence which must be removed in order to perform necessary work. Measurement for payment will be between the closest posts which remain undisturbed by the work. Restoration of fence beyond the stated limits is incidental to and included in the measured length defined above. If the Contractor removed additional fence for its convenience, restoration of the additional length of fence shall be at its sole expense. SECTION 8-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.5 Payment "Remove Fence," per linear foot. "Install New Chain Link Fence," per linear foot. 8-13 MONUMENT CASES SECTION 8-13.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-13.1 Description This work also consists of adjusting existing monument case by placing risers with appropriate height and diameter to finished grade. The existing monument shall not be disturbed. This work also includes referencing for future locates prior to construction activities. SECTION 8-13.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-13.3 Construction Requirements The actual survey monument is not to be disturbed. If the existing survey monument gets damaged or destroyed, the contractor shall contact the Engineer and is responsible for installing a new monument, case, and cover. The monument's case and cover shall be lowered prior to overlay. Install a new riser and adjust the case and cover to finished grade after the overlay. If a case and cover cannot be lowered, as determined by the Engineer, the contractor shall plane around the existing case and cover. Where the overlay will be placed on existing pavement without planing the contractor shall protect the existing case and cover and install new riser case and cover to finished grade. SECTION 8-13.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-13.5 Payment Willis Street Improvements/Leyrer 8 - 17 September 26, 2024 Project Number: 22-3029 Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Adjust Existing Monument, Case and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the monument, case, and cover to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Any adjustments made prior to the final finished elevation shall be considered incidental to this bid item. Reference Kent Standard Plan 6-72. The unit contract price per each for "Install New Monument, Case and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the new monument, case, and cover to finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating, backfilling, compacting, surfacing and restoration. Reference Kent Standard Plan 6-72. 8-14 CEMENT CONCRETE SIDEWALKS SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-17.1 Description This work shall also consist of constructing wheelchair ramps at all street intersections, curb return driveways, or other locations in accordance with these specifications and in reasonably close conformity to the dimensions and cross-sections shown in the plans and to the lines and grades as staked by the Engineer. 8-14.3 Construction Requirements SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-14.3(3) Placing and Finishing Concrete The concrete shall be placed in the forms and struck off with an approved straightedge. As soon as the surface can be worked, it shall be troweled smooth with a steel trowel. After troweling and before installing the contraction joints or perimeter edging, the walking surfaces of the sidewalk and ramps shall be brushed in a transverse direction with a stiff bristled broom. The curb face and top on the monolithic cement concrete curb and sidewalk and the cement concrete sidewalk with raised edge shall be smooth. Willis Street Improvements/Leyrer 8 - 18 September 26, 2024 Project Number: 22-3029 Expansion and contraction joints shall be constructed as shown in the Standard plans. When the sidewalk abuts a cement concrete curb or curb and gutter, the expansion joints in the sidewalk shall have the same spacing as the curb. The expansion joint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. Placement of detectable warning surfaces (DWS) shall be in accordance with the manufacturer's recommendation. The Contractor shall propose for approval one of the detectable warning surface products listed in the WSDOT Qualified Product List as allowed herein. For new curb ramp construction, DWS shall be placed in fresh concrete before the concrete has reached initial set. For hardened cement concrete or asphalt pavement surface, DWS shall be fabricated in place. Pre-formed DWS panels designated for setting on hardened surfaces are not approved for use. Vertical edges of the detectable warning surface shall be flush with the adjoining surface to the extent possible (not more than 1/4 inch above the surface of the pavement) after installation. The detectable warning surface shall be continuously two feet wide along curb ramp radii with no gaps and shall be yellow matching the color of"Standard Interstate Yellow" paint as specified in Formula K-2-83. Black detectable warning surface may be used when specified on the plans or at the direction of the Engineer. The edge of the DWS shall be at the face of curb at cut- through islands and at the back of curb at curb ramps. Embossing or stamping the wet concrete to achieve the truncated dome pattern shall not be allowed. The following pertains only to Detectable warning surface (DWS)/truncated domes placed on asphalt surfaces or as approved by the Engineer. DWS placed on asphalt or an existing surface shall be non-skid Vanguard ADA Systems - Detectable Warnings or an approved equal and shall be installed by a licensed Vanguard installer per the manufacturers specifications and may not create a vertical discontinuity exceeding 0.25 inches. Thermoplastic or pre-formed will not be permitted. SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.5 Payment Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the Proposal: "Cement Concrete Sidewalk," per square yard "Cement Concrete Sidewalk Ramp Type ," per each The unit bid per square yard or per each for the above items constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete sidewalk and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed Willis Street Improvements/Leyrer 8 - 19 September 26, 2024 Project Number: 22-3029 from sidewalk forms; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under separate bid items. 8-17 IMPACT ATTENUATOR SYSTEMS SECTION 8-17.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-17.2 Materials The impact attenuator must be MASH 2O16 compliant, considered Low Maintenance. And must be on the approved WSDOT Impact Attenuator Design page at www.wsdot.wa.gov/publications/fulltext/design/ProductFolder/PENDING Impact Attenuator Design.docx . The following are the only acceptable systems (unless they are no longer on the approved WSDOT list): QuadGuard Elite M10 (8-Bay) - 24" width REACT M SCI100GM SCI70GM SECTION 8-17.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-17.3 Construction Requirements Impact attenuator shall be placed entirely on hot mix asphalt pavement. The impact attenuator anchors shall be installed in hot mix asphalt pavement only. Anchoring will not be permitted in cement concrete. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS, AND ELECTRICAL SECTION 8-20.1 IS SUPPLEMENTED AND REVISED AS FOLLOWS: 8-20.1 Description THE FIRST PARAGRAPH IS SUPPLEMENTED WITH THE FOLLOWING: This work includes furnishing and installing a Temporary Vehicle Detection System, a new Traffic Signal System and Removal of an Existing Traffic Signal System in accordance with the Plans, the City of Kent Standard Details and these Specifications. Work also includes furnishing and installing new electrical service cabinet, traffic signal poles with mast arms and vehicular heads, pedestrian signal heads, and pedestrian push buttons, new pedestrian signal poles, new junction boxes, new detection loops, all conduit with conductors, spare conduit without conductors, modifications to the existing traffic signal controller, new junction boxes, removal of existing junction boxes, trenching, backfill and compaction for the system, and other incidental Willis Street Improvements/Leyrer 8 - 20 September 26, 2024 Project Number: 22-3029 materials as may be required to comply with the Plans and these Specifications. THE SECOND PARAGRAPH IS REVISED TO READ AS FOLLOWS: Unless otherwise noted in the plans, the locations of traffic signal poles, controller cabinets, and street light standards are exact. The locations of junction boxes, conduits and similar appurtenances shown in the plans are approximate; and the proposed locations will be staked or similarly marked by the Contractor and approved by the Engineer. SECTION 8-20.1(1) IS SUPPLEMENTED WITH THE FOLLOWING: 8-20.1(1) Regulations and Codes In addition to the requirements of these Specifications, the Plans, and Special Provisions, all material and work shall conform to the requirements of the National Electrical Code; Laws, Rules & Regulations for installing Electric Wires & Equipment, of the Department of Labor and Industries, State of Washington; the American Standards Association (ASA); Standard Specifications for Road, Bridge and Municipal Construction (Standard Specifications); Standard Plans for Road, Bridge and Municipal Construction (Standard Plans); and any requirements of Puget Sound Energy which may apply. Prior to the start of work, all necessary licenses, permits, and approvals shall be obtained by the Contractor. The Contractor shall comply with all laws, ordinances, rules, orders, and regulations relating to the performance of the work, the protection of adjacent property, and the maintenance of all other facilities. The Contractor will be required to comply with all the provisions of these instruments and shall save and hold the City of Kent harmless from any damage which may be incurred as a result of the Contractor's failure to comply with the terms of these permits. The Contractor is advised that an Electric Work Permit from the State Department of Labor and Industries shall be required for this project and before final payment is made a final inspection report from Labor and Industries shall be submitted to the Engineer. SECTION 8-20.2 IS SUPPLEMENTED WITH THE FOLLOWING: 8-20.2 Materials All bolts, nuts, washers, and other fasteners shall be stainless steel unless otherwise specified herein. All materials, equipment, and installation procedures shall conform to the current requirements and standards of the State of Washington Department of Labor and Industries, the Washington State Department of Transportation, and the City of Kent. The Contractor shall coordinate all required inspections with State of Washington Department of Labor and Industries and the City of Kent. Willis Street Improvements/Leyrer 8 - 21 September 26, 2024 Project Number: 22-3029 SECTION 8-20.2(1) IS REVISED BY ADDING THE FOLLOWING TO PARAGRAPH 3, FOLLOWING ITEM 2: 8-20.2(1) Equipment List and Drawings 3. Electronically provide photometric curve data in IES format. 4. Photometric calculations showing that the proposed luminaire meets the minimum street lighting requirements of the City. 5. Catalog Cuts and/or ordering information clearly showing selected luminaire options. SECTION 8-20.2(1) IS SUPPLEMENTED WITH THE FOLLOWING: 8-20.2(1) Equipment List and Drawings Manufacturer's data for materials proposed for use in the contract which require approval shall be submitted in one complete package. Pole base to light source distances (H1) for lighting standards with pre- approved plans shall be as noted in the Plans. Pole base to light source distances (H1) for lighting standards without pre-approved plans will be furnished by the Engineer as part of the final approved shop drawings, prior to fabrication. If traffic signal standards, strain pole standards, or combination traffic signal and lighting standards are required, final verified dimensions including pole base to signal mast arm connection point, pole base to light source distances (1-11), mast arm length, offset distances to mast arm mounted appurtenances, and orientations of pole mounted appurtenances will be furnished by the Engineer as part of the final approved shop drawings prior to fabrication. 8-20.3 Construction Requirements SECTION 8-20.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.3(1) General All adjacent surfaces damaged by the Contractor's operations shall be repaired at the Contractor's expense. The Contractor shall contact the following representatives for coordination with the below listed agencies: Electrical Inspection: WA State Department of Labor & Industries (360) 902-5800 No new foundations shall be constructed as part of this Contract that are in conflict with any existing utilities, or the code required thereby. It shall be the Contractor's responsibility to locate all utilities whether above, on, or below the ground, and to protect against any and all Willis Street Improvements/Leyrer 8 - 22 September 26, 2024 Project Number: 22-3029 damages arising from work under this project. At least 48 hours before digging, the Contractor shall call the Utilities Underground Locator Center (telephone: 811). Contractor must maintain locates during the duration of the project once they have been identified. The Contractor is advised that safe wiring labels required by the State of Washington Department of Labor and Industries shall apply on this project. All manufacturers' warranties or guarantees on all electrical and mechanical equipment, consistent with those provided as customary trade practice, shall be assigned to the City of Kent. Energized Equipment Work shall be coordinated so that electrical equipment, with the exception of the service cabinet, is energized within 72 hours of installation. Signal Display Installation Signal displays shall be installed no more than 30 days prior to scheduled signal turn on or changeover. Construction Core Installation The Contractor shall coordinate installation of construction cores with Contracting Agency maintenance staff through the Engineer. The Contractor shall provide written notice to the Engineer, a minimum of seven working days in advance of proposed installation. The Contractor shall advise the Engineer in writing when construction cores are ready to be removed. Electrical Equipment Removals Removals associated with the electrical system shall not be stockpiled within the job site without the Engineer's approval. Contracting Agency Owned Equipment A portion of the temporary or existing electrical equipment to be removed shall remain the property of the Contracting Agency. The following shall be disconnected, dismantled, and delivered to the Contracting Agency as specified in the subsection Delivery of Removed Items: Pedestrian Signal Heads Push Button Assemblies Luminaire poles, Fixtures and Arms LED Vehicle Display Modules Wire Removal Remove all wires from salvaged light and signal standards. Contractor Owned Removals Willis Street Improvements/Leyrer 8 - 23 September 26, 2024 Project Number: 22-3029 All removals associated with an electrical system, which are not designated to remain the property of the City of Kent, shall become the property of the Contractor and shall be removed from the project. The Contractor shall: Remove all wires for discontinued circuits from the conduit system. Remove elbow sections of abandoned conduit entering junction boxes. Abandoned conduit encountered during excavation shall be removed to the nearest outlets or as directed by the Engineer. Remove foundations entirely, unless the Plans state otherwise. Backfill voids created by removal of foundations and junction boxes. Backfilling and compaction shall be performed in accordance with Section 2-09.3(1)E. Delivery of Removed Items Removed electrical equipment which remains the property of the City of Kent shall be delivered to: City of Kent Signal Shop 1621 Central Ave S, Suite 25 Kent WA 98032 Contact: Signal Systems Supervisor (253) 740-7244 Five days written advance notice shall be delivered to both the Engineer and the Signal Systems Supervisor at the address listed above. Delivery shall occur during the hours of 8:00 a.m. to 2:00 p.m. Monday through Friday. Material will not be accepted without the required advance notice. Equipment damaged during removal or delivery shall be repaired or replaced to the Engineer's satisfaction at no cost to the Contracting Agency. The Contractor shall be responsible for unloading the equipment where directed by the Engineer or designee at the delivery site. SECTION B-20.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.3(2) Excavation and Backfilling All backfill for trenches under the new roadway area shall consist of crushed surfacing base course meeting the requirements of Section 9- 03.9(3) of the Standard Specifications. Backfill for trenches located outside of the roadway or driveway areas may consist of select native backfill from the excavation. Such backfill shall be free of organic material, clay, or other deleterious material. If sufficient material from the excavation is not available, as determined by the Owner, the Willis Street Improvements/Leyrer 8 - 24 September 26, 2024 Project Number: 22-3029 Contractor shall furnish and install trench backfill meeting the requirements of Section 9-03.19 of the standard specifications. All trenches shall be mechanically compacted by a power operated mechanical tamper or other mechanical compaction device approved by the Owner. Compaction shall be in conformance with Section 2- 30.3(14), Method C of the Standard Specifications. The temporary restoration of conduit trenches shall be as directed by the Owner. SECTION 8-20.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.3(4) Foundations Each concrete foundation shall be constructed in a single pour. Where the pole is placed within the pedestrian concrete walkway, the top of the foundation shall be poured to the top of the concrete walkway subgrade; and the concrete walkway shall be installed in a separate pour. Construction of the luminaire pole foundations may require special procedures such an excavation or cleaning by Vactor truck due to depth, groundwater, and soil conditions, and proximity of existing underground utilities. The Contractor shall consider this in the lump sum bid price for the installation of the various electrical systems and no additional compensation will be paid if special procedures are necessary to properly construct the foundations. All permanent casing shall be of ample strength to resist damage and deformation from transportation and handling, installation stresses, and all pressures and forces acting on the casing. The casing shall be clean prior to placement in the excavation. The permanent casing may be telescoped, but the outside diameter of the casing shall not be less than the specified diameter of the shaft. SECTION 8-20.3(5)B IS REVISED AS FOLLOWS: 8-20.3(5)B Conduit Type Item 1. ADD ""and all State highway roadbed crossings" to the first sentence. SECTION 8-20.3(5)C IS REVISED AS FOLLOWS: 8-20.3(5)C Conduit Size THE FIRST PARAGRAPH IS REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: The size of conduit used shall be that size shown in the plans. Conduits smaller than 2-inch electrical trade size shall not be used with the sole exception for grounding conductors from ground rod electrodes at service points, which may be contained in 1/2-inch diameter conduit. No conduit run shall exceed 225 degree total bends in any run without prior approval of the Engineer. Willis Street Improvements/Leyrer 8 - 25 September 26, 2024 Project Number: 22-3029 THE FOLLOWING PARAGRAPH IS ADDED AFTER THE FIRST PARAGRAPH: The Contractor shall install 1/4 inch diameter nylon pull rope in all conduit runs. A tracer wire terminating within junction boxes shall be installed in all conduits intended for future use. The tracer wire shall be uninsulated #8 AWG stranded copper. SECTION 8-20.3(6) IS SUPPLEMENTED WITH THE FOLLOWING: 8-20.3(6) Junction Boxes, Cable Vaults and Pull Boxes Unless otherwise noted in the Plans or approved by the Engineer, junction boxes, cable vaults and pull boxes shall not be placed within the traveled way or paved shoulders. All junction boxes, cable vaults, and pull boxes placed within the traveled way or paved shoulders shall be heavy-duty. Junction boxes shall be located as shown on the Plans. Conduit entering the box shall be terminated three inches from the wall nearest the direction of entry. Junction boxes shall be concrete and shall be of the type shown on the Plans. All junction boxes, regardless of function, shall have the letters "ELEC" on the lid. In addition to the letters "ELEC", lids on boxes containing signal circuits shall have the letters "TS" while lids on boxes containing only illumination circuits or illumination circuits/future interconnect circuits shall have the letters "LT". All legends shall conform to WSDOT Standard Plan J-11a. Wiring shall not be pulled into any conduit until all associated junction boxes have been adjusted to, or installed in, their final grade and location, unless installation is necessary to maintain system operation. If wire is installed for this reason, sufficient slack shall be left to allow for future adjustment. When junction boxes, cable vaults and pull boxes are installed or adjusted prior to construction of finished grade, pre-molded joint filler for expansion joints may be placed around the junction boxes, cable vaults and pull boxes. The joint filler shall be removed prior to adjustment to finished grade. The six-inch gravel pad required in Standard Plan 1-40.10 and 3-40.30 shall be maintained. When existing junction boxes do not have this gravel pad, it shall be installed as part of the adjustment to finished grade. No junction boxes shall be located in pedestrian ramp areas. All electrical materials and equipment shall be approved and shall meet all applicable requirements of the Washington State Department of Willis Street Improvements/Leyrer 8 - 26 September 26, 2024 Project Number: 22-3029 Labor and Industries and/or WSDOT standard as per WAC 296-4613- 901. THE THIRD PARAGRAPH OF SECTION 8-20.3(8) IS DELETED AND REPLACED WITH THE FOLLOWING; 8-20.3(8) Wiring All splices in underground illumination circuits and induction loops circuits shall be installed within junction boxes. The only splice allowed in induction loop circuits shall be the splice connecting the induction loop lead in conductors to the shielded home run cable. Splices for illumination circuits, including two way, three way, four way and aerial splices, and splices for induction loop circuits shall be spliced with copper crimped solder-less connectors installed with an approved tool designed for the purpose to securely join the wires both mechanically and electrically. Splices shall then be wrapped with moisture sealing tape meeting the requirements of Sections 9-29.12(1) and 9-29.12(2) of the Kent Special Provisions to seal each splice individually, unless otherwise specified by the Engineer. As an alternative to crimped and sealed underground illumination circuit splices, approved offset entry insulated splice connectors specified in Section 9-29.12(1) may be used. In no case shall epoxy splice kits be permitted. SECTION 8-20.3(8) IS SUPPLEMENTED WITH THE FOLLOWING: 8-20.3(8) Wiring Wire Labels At each junction box, all illumination wires, power supply wires, and communication cable shall be labeled with a PVC marking sleeve. For illumination and power supply circuits the sleeve shall bear the circuit number. For communication cable the sleeve shall be marked "Comm.". Wire Splices All splices shall be made in the presence of the Engineer. SECTION 8-20.3(9) IS SUPPLEMENTED WITH THE FOLLOWING: 8-20.3(9) Bonding and Grounding The illumination shall be bonded and grounded in accordance with Standard Plan 3-28.70. Where shown in the plans or where designated by the Engineer, the metal frame and lid of existing junction boxes shall be grounded to the existing equipment grounding system. The existing equipment grounding system shall be derived from the service serving the raceway system of which the existing junction box is a part. SECTION 8-20.3(10) IS REVISED AS FOLLOWS: Willis Street Improvements/Leyrer 8 - 27 September 26, 2024 Project Number: 22-3029 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets THE LAST PARAGRAPH OF THIS SECTION IS DELETED IN ITS ENTIRETY. SECTION 8-20.3(11) IS SUPPLEMENTED WITH THE FOLLOWING: 8-20.3(11) Testing Testing and turn-on of electrical systems shall be performed during daytime hours. The time and date of the Turn-on date shall be coordinated with the City of Kent. Communication Cable Acceptance Testing Communications cable acceptance testing shall be performed for each pair of conductors. Acceptance testing shall commence only after all communication cable is installed, and all splices have been completed, with the exception of the splices connecting the new cable to existing cable. If any test fails, repairs shall be made by the Contractor and the entire test series shall be repeated. Three tests shall be performed on each cable installation. All tests shall be conducted in the presence of the Engineer. The Contractor shall provide the necessary test equipment, perform the tests, and document the results. When the tests are completed, whether successful or not, the test result documentation shall be provided to the Engineer. All tests shall be conducted on all pairs in the communication cable to each cable drop point. Seven calendar days' notice shall be given by the Contractor prior to performing any of the tests. For each arterial all testing shall be conducted from the same cable drop point. Continuity Test: The continuity test shall be made on each conductor as well as the cable shield. Each conductor and/or shield shall show a resistance of not more than 20 ohms per 1,000 feet of conductor. The resistance of each conductor shall be recorded. Insulation Test: The insulation test shall be measured on each insulated conductor with all other conductors in the cable (including cable shield) grounded. The measurement shall be made with a DC potential of not less than 60% and not more than 90% of the insulation rating for 1 minute. Insulation resistance shall exceed 5,000 megohm- miles. The insulation resistance of each conductor shall be recorded. Frequency Response and Noise Test: The frequency response and noise tests shall be performed on each pair of conductors. All tests shall be made using transmission test instruments designed especially for use on data circuits. Two Willis Street Improvements/Leyrer 8 - 28 September 26, 2024 Project Number: 22-3029 such instruments are required; one for use at the designated testing location and the other for use at each cable drop location. The test sets shall be subject to approval by the Engineer prior to the start of the tests. The first test shall measure frequency response from the test location to each cable drop. A tone of 0 d6m shall be applied to the transmitting end and the signal level shall be measured at the receiving end. The cable pair being tested shall be isolated from ground and terminated in 600 ohms at both test locations. A 10,000 ohm resistor shall terminate the same pair at all other cable drop locations. The test shall be performed at frequencies of 300, 500, 700, 1,004, 1,500, 2,300 and 3,000 Hz. The received tone shall be: Greater than minus 16 dBm at 1,004 Hz. 2 dB gain to 8 dB loss with respect to the level at 1,004 Hz over the frequency range of 500 to 2,500 Hz. 2 dB gain to 12 dB loss with respect to the level at 1,004 Hz over the frequency ranges of 300 to 500 Hz and 2,500 to 3,000 Hz. The second test shall measure circuit or background noise. The cable pair being tested shall be terminated the same as in the previous test. A C-message filter in the test set shall restrict the spectrum to the range normally used for voice-grade data circuits. The noise level shall be at least 13 dB below the lowest signal level measured in the first test. All test data shall be recorded in an approved format. Cables which fail the tests shall be repaired or replaced as directed by the Engineer. SECTION 8-20.3(14)C IS REVISED AS FOLLOWS; 8-20.3(14)C Induction Loop Vehicle Detectors ITEM 3 IS REVISED AS FOLLOWS: 3. All content after the first sentence is DELETED. ITEM 8 AND ITEM 9 CONTENTS ARE DELETED, LEAVING THEM BLANK. SECTION 8-20.3(14)C IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THIS SECTION; Loop sealant shall be CrafcoT"' Loop Detector Sealant 271, or approved equal. Installation shall conform to the manufacturer's recommendations. Willis Street Improvements/Leyrer 8 - 29 September 26, 2024 Project Number: 22-3029 Round Loops Round loops shall be constructed in accordance with the following requirements: 1. Loop conductor and lead in cable shall conform to these Special Provisions. 2. Round sawcuts shall be six feet in diameter and shall be constructed using equipment designed for cutting round loops. The equipment shall use a concave, diamond-segmented blade. The sawcuts shall be normal to the pavement surface and shall be a minimum of 0.25 inches wide. The sawcut depth shall be a minimum of 2 5/8 inches and a maximum of three inches measured at any point along the perimeter, except on bridge decks. Other methods of constructing the round sawcut, such as anchoring a router or flat blade saw, will not be allowed. 3. The bottom of the sawcut shall be smooth. No edges created by differences in sawcut depths will be allowed. 4. All sawcut corners shall be rounded to a minimum 1.5 inch radius. 5. All sawcuts shall be cleaned with a 1000 psi high pressure washer as certified by the manufacturer's label on the machine or as measured by an in line pressure gauge. Wash water and slurry shall be vacuumed out and the sawcut shall be blown dry with compressed air. Disposal of the wash water and slurry shall comply with the requirements of Section 1-07.5(3) and the Special Provision LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC. 6. Loops shall be installed prior to paving the final lift of roadway surfacing material. 7. The conductor shall be installed one turn on top of the previous turn. All turns shall be installed in a clockwise direction. The conductors shall be secured to prevent floating with 2-inch lengths of high temperature foam backer rod sized for a snug fit. The backer rod shall be spaced at 2-foot intervals around the perimeter of the sawcut and at corners. 8. Installation of the sealant shall completely encapsulate the loop conductors. A minimum of one inch of sealant shall be provided between the top of the conductors and the top of the sawcut. The top of the sealant shall be flush to 1/8 inch below the top of the sawcut. 9. Use of kerosene solvent is prohibited. Existing Traffic Loops The Contractor shall notify the Area Traffic Engineer through the Engineer a minimum of five working days in advance of pavement removal or grinding in areas with existing loops. Willis Street Improvements/Leyrer 8 - 30 September 26, 2024 Project Number: 22-3029 If the Engineer suspects that damage to any loop, not identified in the Plans as being replaced, may have resulted from Contractor's operations or is not operating adequately, the Engineer may order the Contractor to perform the field tests specified in Section 8 20.3(14)D. The test results shall be recorded and submitted to the Engineer. Loops that fail any of these tests shall be replaced. Loops that fail the tests, as described above, and are replaced shall be installed in accordance with current City of Kent design standards and Standard Plans, as determined by the Engineer. If traffic signal loops that fail the tests, as described above, are not replaced and operational within 48 hours, the Contractor shall install and maintain interim video detection until the replacement loops are operational. The type of interim video detection furnished shall be approved by the Engineer prior to installation. SECTION 8-20.3(14)D IS REVISED AS FOLLOWS: 8-20.3(14)D Test for Induction Loops and Lead-In Cable SPECIFIED TESTS ARE REVISED AS FOLLOWS; Test A - The DC resistance between the 2 lead-in cable wires, including the loop, shall be measured by a volt ohmmeter. The resistance shall not exceed 5- ohms or lower the Q of the circuit below 5 where Q is equal to the "Inductive Impedance @ 50 kHz" divided by "Resistance". Test B - A megger test at 500 volts DC shall be made between the cable shield and grounding, prior to connection to grounding. The resistance shall equal or exceed 200 megohms. Test C - A megger test shall be made between the loop circuit and grounding. The resistance shall equal or exceed 200 megohms. Test D - An inductance test shall be made to determine the inductance level of each inductance loop. The Contractor shall record the inductance level of each inductance loop installed on the project and shall furnish the findings to the Engineer. An induction level, as measured from the controller cabinet, below 50-microhenries is considered a failure. SECTION 8-20.3(14)D IS SUPPLEMENTED WITH THE FOLLOWING: 8-20.3(14)D Test for Induction Loops and Lead-In Cable Preformed Loop Tests Where preformed loops are installed under cement concrete pavement, testing of the induction loop and lead-in cable shall be done immediately prior to laying the concrete. Tests A, C and D shall be repeated after the placement of the cement concrete pavement. Willis Street Improvements/Leyrer 8 - 31 September 26, 2024 Project Number: 22-3029 Existing Lead-in Cable Test When new induction loops are scheduled to be installed and spliced to an existing two-conductor shielded detector lead-in cable, the Contractor shall perform the following: 1. Disconnect the existing detector lead-in cable in the controller cabinet and at the loop splice. 2. Megger test both detector lead-in cable conductors. A resistance reading of less than 100-megohms is considered a failure. 3. Detector lead-in cables that fail the test shall be replaced and then retested. 4. After final testing of the detector lead-in cable, the loop installation shall be completed and the loop system tested according to Tests A, C and D. 5. Connect the detector lead-in cables in the controller cabinet. Existing Loop Test When two-conductor shielded detector lead-in cable is scheduled to be installed and spliced to an existing loop, the Contractor shall perform the following: 1. Disconnect the existing loop from the detector lead-in splice. 2. Megger test the existing loop wire. A resistance reading of less than 100-megohms is considered a failure. 3. Loops that fail the test shall be replaced and then retested. 4. After the final testing of the loops, the detector lead-in cable installation shall be completed and the loop system tested according to Tests A, C and D. SECTION 8-20.3(14)E IS REVISED AS FOLLOWS: 8-20.3(14)E Signal Standards ITEM 8 IS REVISED AS FOLLOWS: 8. All tenons shall be field installed using Astro-BracTm AB-3008 Clamp Kits, or pre-approved equal. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment All costs for adjustment of new and existing junction boxes, both to the final grade and any grade adjustments required for the various construction stages proposed in the Contract, or for alternative stages proposed by the Contractor, shall be included in the lump sum contract price for the traffic signal bid item. The lump sum contract price for "Remove Existing Traffic Signal System" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and properly dispose of off-site the foundations, junction boxes, conduits, overhead Willis Street Improvements/Leyrer 8 - 32 September 26, 2024 Project Number: 22-3029 and underground wiring and all other appurtenances associated with the existing signal system, as well as the removal, salvaging, and delivery of existing items as described in Section 8-20.3(1). This bid item also includes backfilling the remaining voids. The lump sum contract price for "Traffic Signal Complete" shall be full pay for the construction of the complete signal system, and modifying existing systems, as shown in the Plans as described in Section 8-20.1 of the Kent Special Provisions and as herein specified including but not limited to: excavation, backfilling, concrete foundations, conduit, service cabinet, signal interconnect, conduit, wiring, loops, junction boxes, restoring facilities destroyed or damaged during construction, making all required tests, and Labor and Industries electrical inspection. All additional materials and labor, not shown in the plans or called for herein and which are required to complete the signal system, shall be included in the lump sum contract price. The contract price shall also include equipment, tools, materials and labor necessary for the temporary operation of the existing traffic signal system during installation of the new system. All costs for installing conduit and junction boxes containing both signal wiring and signal interconnect shall be included in the lump sum contract price for the traffic signal bid item. All costs for testing the existing detection loop, as described under Existing Loop Test, shall be included in the lump sum contract price for the traffic signal bid item. All costs for testing the existing detection lead-in cable, as described under Existing Lead-in Cable Test, shall be included in the lump sum contract price for the traffic signal bid item. The lump sum contract price for "Illumination System Complete" constitutes complete compensation for all materials, labor and equipment required to install the illumination system as shown on the plans including but not limited to: aluminum lighting standard, luminaire including hardware, photoelectric control, conduit, wiring to the fuse holder, fuse kits, breakaway coupling, concrete foundation, excavation, backfilling, compacting, and other items as specified. Also included in this bid item is the trenching, conduit, wiring, trench backfill, connection to the service cabinet, modifying and removal of existing systems, Labor and Industries electrical, and any other items required for the fully functional Illumination System. Payment under this item shall include compensation for testing and miscellaneous items necessary to provide a complete and fully operational lighting system. The unit contract price per each for "Temporary Vehicle Detection System, Complete" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to operate a temporary vehicle detection system with video cameras and cable when the loop detection system is not in operation as shown on the plans and described in the specifications. Willis Street Improvements/Leyrer 8 - 33 September 26, 2024 Project Number: 22-3029 8-21 PERMANENT SIGNING 8-21.3 Construction Requirements SECTION 8-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE AND BY ADDING THE FOLLOWING; 8-21.3(4) Sign Removal Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, and other metal structural members shall become the property of the Contractor and shall be removed from the project. Aluminum signs shall remain the property of the City. The Contractor shall bundle and band the signs, and deliver the signs to the Sign Shop at the City Maintenance Facility located at 5821 South 240t" Street (a.k.a. West James Street). All signs shall be delivered to the Sign Shop prior to physical completion of the project. The Contractor shall be charged $2.00 per square foot for any signs that are lost or are rendered unusable as signs by the Contractor's operation. Also see Section 2-02.3 of the Kent Special Provisions. SECTION 8-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-21.3(5) Sign Relocation Relocated signs shall be installed on new Telespar metal posts as detailed in Standard Plans 6-82a-6-84, unless otherwise specified on the plans, or by the Engineer. SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-21.5 Payment The unit contract price per lump sum for "Removal of Traffic Signs" constitutes complete compensation for all labor, materials, supplies and equipment necessary to remove, dispose, salvage, or deliver the traffic signs shown on the plans and described in the specifications. 8-22 PAVEMENT MARKING SECTION 8-22.1 IS REVISED AS FOLLOWS; 8-22.1 Description THE TEXT UNDER CROSSWALK STRIPE IS REPLACED WITH THE FOLLOWING: A series of 2-feet wide parallel SOLID WHITE lines per Kent Standard Plan 6-75. Crosswalk stripes shall be aligned to avoid the wheel path of through traffic. THE TEXT UNDER TWO WAY LEFT TURN STRIPE IS REPLACED WITH THE FOLLOWING: Willis Street Improvements/Leyrer 8 - 34 September 26, 2024 Project Number: 22-3029 A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4 inch space. The broken or "skip" pattern shall be based upon the City's 12-foot line and a 30-foot space, except where the existing paint markings use a different pattern in which case the existing pattern will be used. The solid line shall be installed to the right of the broken line in the direction of travel. THE FOLLOWING NEW PAVEMENT MARKING IS ADDED: Yellow Painted Curb A SOLID YELLOW stripe, just wide enough to completely cover the concrete curbing. SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials Paint shall only be used when applying the following application. • Temporary Pavement Marking Long Duration • Repainting of existing paint lines • Painting curb Type A (Liquid Hot Applied Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Crosswalk Lines • Plastic Stop Lines (24 inch wide) • Plastic Stop Lines (12 inch wide) • Parking Stall Lines Type B (Pre-Formed Fused Thermoplastic) plastic material is not allowed. Type D (Liquid Cold Applied Methyl Methacrylate) plastic material shall be used when applying the following pavement markings (applies to profiled plastic as well). • Plastic Traffic Arrows • Plastic Traffic Letters and Numbers • Profiled Plastic lane lines • Plastic flat long lines • Profiled Plastic wide lane lines • Profiled Plastic Double Yellow Centerlines • Profiled Plastic Two-Way Left Turn Lane Lines • Railroad Crossing Symbol (unless otherwise specified) • HOV Symbol • Plastic Speed Cushion and Raised Crosswalk markings MMAX AREA MARKINGS WITH CORUNDUM (Type D - Liquid Cold Applied Methyl Methacrylate with Corundum) shall be used when applying the following pavement markings. • Plastic Bike Lane Lines applied in sidewalk • Plastic Bike Lane Symbols Willis Street Improvements/Leyrer 8 - 35 September 26, 2024 Project Number: 22-3029 • Plastic Green Bike Lane lines • Single Solid Plastic Edge Line applied in sidewalk • Plastic Green Bike Lane • Green bike crossing • All other pavement markings installed in sidewalks and pedestrian pathways for the purpose of directing cyclists. Painted striping and curbing paint shall be installed using Low VOC Solvent Based Paint meeting the requirements of Section 9-34. Type A plastic material shall be BC2000 series or approved equal meeting the requirements of Section 9-34 and the following requirements. Type A plastic materials shall be capable of being applied at a temperature between 375 OF to 450 IF (190 °C to 230 IC) and to the required thickness without excessive overspray, running or deformation of the edges. Type A plastic materials shall be capable of bearing traffic within 5 minutes after application, 10 minutes when pavement surface temperature is at or above 130 °F(540C), and show no deformation or flaking at temperatures between -10 IF to 140 IF (- 23 °C to 60 °C). The marking compound shall contain glass beads and shall have top dressing of glass beads applied. Type B plastic material shall have glass beads homogeneously blended throughout the material with a securely bonded protruding exposed layer of beads that provide immediate and required retroreflectivity. No additional glass beads shall be needed to be dropped on the material during application to obtain the required retroreflectivity. MMAX AREA MARKINGS WITH CORUNDUM shall meet the requirements of Section 8-22.3(A). No glass beads are required. Type D plastic material shall meet the requirements of Section 9-34. Glass beads shall be as recommended by the material manufacturer. Raised Pavement Markers shall meet the requirements of Section 8- 09.2. All materials shall be selected from material listed in the Washington State Department of Transportation qualified product list (QPL). SECTION 8-22.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3 Construction Requirements Profiled and Embossed plastic lines shall be constructed in accordance with the WSDOT Standard Plan M-20.20-02. All traffic pavement marking letters and numerals shall be 8-feet high per WSDOT Standard Plan M-80.10-01 and M-80.20-00 for high-speed application (regardless of the posted speed limit of the street), with the exception of the "R" in the railroad crossing symbol which shall be as shown on Kent Standard Plan 6-78. Willis Street Improvements/Leyrer 8 - 36 September 26, 2024 Project Number: 22-3029 The WSDOT approved channelization plans for Naden Avenue & Willis Street and for 74t' Avenue & Willis Street were prepared in two phases. Any conflicts between the two channelization plans shall be resolved per the 74t" Avenue & Willis Street channelization plan. SECTION 8-22.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-22.3(A) MMAX AREA MARKINGS WITH CORUNDUM MMAX AREA MARKINGS WITH CORUNDUM is designed to meet the non- slip requirements needed for cyclist and shall be mixed and installed in accordance with the Manufacturer's specifications conforming to the following requirements: Materials used to create MMAX AREA MARKINGS WITH CORUNDUM shall consist of MMAX AREA MARKING Pre-pigmented Methyl Methacrylate Resin, MMAX AREA MARKING hardwearing aggregate and catalyst. MMAX AREA MARKING's will have the following performance properties: Density 18.5 +/- 0.5 Lbs. / Gallon Solids >99% ASTM D2205 Build Thickness 90 +/- 10 Mils VOC <100 Grams/Liter Pot Life —15min AASHTO T237 Skid >60 ASTM E303 Hardness 50-60 ASTM D2240 Water Absorption <0.25% ASTM D570 Keep materials in dry, protected areas, between 40OF to 80°F. Keep out of direct sunlight and protected from open flame. Finished Color: E-F Bike Lake Green or White as specified in the contract plans. Methyl Methacrylate Resin: Methyl Methacrylate resin shall have the following properties: Density 12.8 +/- 0.35 Lbs/Gal Tensile >2000 psi ASTM D638 Elongation >70% ASTM D638 Flash Point >50°F / 100C ASTM D1310 Resin must be supplied in compliant metal pails that have UN1A2Y1.9/100 rating. Aggregate: Hardwearing Aggregate shall be provided by the manufacturer and will have a hardness of 9 on the Mohs scale. Aggregate shall be a neutral, light color that will not affect the color of the finished product, and will have a mesh sizing of 24 Grit. Willis Street Improvements/Leyrer 8 - 37 September 26, 2024 Project Number: 22-3029 Aggregate must be supplied in 25.5 +/- lbs. (11.7 +/- 0.23kg) pre- packaged bags or pails. Catalyst: Catalyst shall come in a powder form and be supplied in bulk at the maximum usage rate of 0.51 +/-0.2 Ibs (0.23 +/- 0.09 kg) per mixed pail of resin and aggregate. Application: Ambient and surface temperature for installation shall be between 40- 100°F, and should be 50F above the dew point temperature with less than 75% relative humidity. Clean the intended application area thoroughly. All loose particles, dirt, sand dust, etc. must be removed. Broom and use a power blower or compressed air. The surface must be clean, dry and free of all dust, oil, debris and any other material that might interfere with the bond between marking and the surface to be treated. All concrete curing compounds shall be completely removed from concrete surfaces prior to installation by shot blasting or grinding. Existing concrete surfaces shall be wire brushed, but may require shot blasting or grinding dependent on condition.' Clean areas containing chemical contaminants such as vehicle fluids, using a degreasing solution, and ensure removal of contaminants and degreasing solution well in advance of the application. Existing pavement markings that are to be left in place, utilities, drainage structures, curbs and any other structure within or adjacent to the treatment location shall be masked to protect from application. Existing pavement markings conflicting with the surface treatment must be removed by grinding or water blasting. Extra care must be taken to thoroughly remove the dust and debris caused from grinding. Installed pavement marking must be 100% cured, which will be a hardened solid state, before opening the marked area to traffic. SECTION 8-22.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.3(1) Preliminary Spotting The Contractor shall use existing curb, gutter, and/or sidewalk as control to assist in preliminary spotting of the lines before beginning the placement of pavement markings. The Contractor shall be responsible for preliminary spotting of the lines to be marked and verification that minimum lane widths will result from the application. Preliminary spotting to guide the placement of longitudinal lines is required. Preliminary spotting for each lane lines shall be provided at transition points as required by Kent Standard Plan 6-74. Willis Street Improvements/Leyrer 8 - 38 September 26, 2024 Project Number: 22-3029 Approval by the Engineer is required before the placement of permanent pavement marking. On new concrete street pavement, the location of lane lines shall be adjusted such that placement is not at panel seams. SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION; 8-22.3(2) Preparation of Roadway Surfaces The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1). Typically, MMAX AREA MARKINGS WITH CORUNDUM material applied to new HMA pavement requires a pavement cure period of 15 days and MMAX AREA MARKINGS WITH CORUNDUM material applied to new Portland cement concrete pavement requires a pavement cure period of 30 days. SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3) Marking Application The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the Engineer's decision to adjust the method of payment for damaged paint stripes. The Engineer's decision regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120 F for a maximum of 10 minutes. The second coat of yellow paint applied to concrete curbs shall have glass beads applied at the rate of 12 pounds per 100 linear feet of curbing. SECTION 8-22.3(3)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3)B Line Patterns Double Solid Yellow Center Line - Two solid yellow lines, each 4 inches wide, separated by a 4-inch space. Single Solid Yellow Center Line - One solid yellow line, 4 inches wide, to delineate adjacent curb, barrier, etc. at select locations. Skip Center Line - A broken yellow line 4 inches wide. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and Willis Street Improvements/Leyrer 8 - 39 September 26, 2024 Project Number: 22-3029 a 30-foot gap. Skip center stripe may be used as centerline delineation on select two-way highways and streets. Two Way Left Turn Line (TWLTL) - A solid yellow line, 4 inches wide, with a broken yellow line 4 inches wide, separated by a 4-inch space. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. The solid line shall be installed to the right of the broken line relative to the direction of travel and for each direction of travel. Skip Lane Line - A broken white line 4 inches wide to delineate adjacent lanes traveling in the same direction. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. Gore / Wide Lane Line - A solid white line 8 inches wide used for delineation at ramp connections, to separate left and right turning movements from through movements, to separate high Occupancy Vehicle (HOV) lanes from general purpose lanes, for traffic islands, hash marks, chevrons, and other applications. Wide Dotted Line - A broken white or yellow line, 8 inches wide, matching color with its associated solid or broken line. The dotted pattern shall be based on an 8-foot unit consisting of a 2-foot line and a 6-foot gap. Dotted Line - A broken white or yellow line, 4 inches wide, matching color with its associated solid or broken line, an extension of an edge line, lane line, or centerline used at exit ramps, intersections, horizontal curves, multiple turn lanes, and other locations where the direction of travel for through traffic is unclear. The dotted pattern shall be based on an 8-foot unit consisting of a 2-foot line and a 6-foot gap. Painted Curb - A SOLID stripe, white or yellow or red, wide enough to fully cover the curbing without over spraying onto the pavement. Crosswalk Stripe - A series of pairs of parallel SOLID WHITE lines, minimum 8-feet long as shown in Kent Standard Plan 6-75M and/or plans. The 4 ft x 4 ft clear space beyond the curb face of a curb ramp shall be entirely contained within the width of the crosswalk. Double Dotted Extension Line - Two broken yellow line, each 4 inches wide, separated by a 4-inch space. The dotted pattern shall be based on an 8-foot unit consisting of a 2-foot lines and a 6-foot gap. Edge Line / Solid Lane Line - A single solid white line 4 inches wide used for road edge and lane delineation, bike lane delineation, adjacent lanes traveling in the same direction or bus pull-outs. Diagonal Line (Cross hatch) - A single solid white line 4 inches wide used for striping no vehicle areas. Willis Street Improvements/Leyrer 8 - 40 September 26, 2024 Project Number: 22-3029 Crosswalk Stripe - A series of two feet wide parallel SOLID WHITE lines per Kent Standard Plan 6-75. SECTION 8-22.3(3)F IS SUPPLEMENTED WITH THE FOLLOWING: 8-22.3(3)F Application Thickness All markings shall meet the thickness requirements for flat/transverse & symbol for the various type of paint or plastic material. SECTION 8-22.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-22.3(4)A Tolerances For Traffic Letters and Symbols Traffic Letters - The letter's width of field of a marking shall not be less than specified in the WSDOT Standard plans specified in the Contract or greater than specified plus 1/4 inch. Edges shall be crisp and sharp with no more than 1/4 inch variation in width. Seam and overlap of plastic marking material are not allowed in field of a marking that are less than 12 inches wide. Overlap of plastic material will be limited to 3 in field of a marking that are 12 inches or greater. Gap between passes of plastic material to form traffic letters will not be allowed. Symbols — The dimension of the symbols shall be not less than specified in the in the Contract or greater than specified dimensions plus 1/4 inch. Edges shall be crisp and sharp with no more than 1/4 inch width variation. Seam and overlap of plastic marking material is not allowed in field of a marking that are less than 12 inches wide. Overlap of plastic material will be limited to 3 in field of a marking that have width 12 inches or greater. Gap between passes of plastic material to form symbols will not be allowed. SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-22.3(5) Installation Instructions RPMs shall be installed per the requirements of Section 8-09.3(4). SECTION 8-22.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(6) Removal of Pavement Markings Where required for the construction of the project or where directed by the Engineer, the Contractor shall remove pavement markings. The pavement marking shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. Painting is not an acceptable method for obliteration or removal of pavement markings. Only hydroblasting equipment shall be allowed for removal of pavement markings. Vacuum shrouded equipment, or other equally effective means, shall be used to contain and collect all debris Willis Street Improvements/Leyrer 8 - 41 September 26, 2024 Project Number: 22-3029 and excess water. Collected water and debris shall be disposed of off the project site in accordance with Department of Ecology and/or other federal, state or local regulations. The removal of raised pavement markers shall be incidental to the removal of the associated markings. Where the project involves overlay or pavement, paint stripes do not have to be obliterated unless specifically called for on the Project Plans, or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed prior to any overlay of pavement or where the roadway is being rechannelized or where specified on the Plans. Where existing pavement markings get only partially obliterated by planing bituminous pavement (e.g. railroad crossing symbol, skip lane line, etc.), the Contractor shall remove the remainder of the partially obliterated existing pavement marking prior to installing the new pavement marking. The bidder shall visit the site to determine the extent, location and type of items to be removed. SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING; 8-22.4 Measurement The measurement for all painted and plastic lines will be based on the total length the line installed. No deduction will be made for the unmarked area when the marking includes a broken line. No additional measurement will be made for more than one line such as double yellow centerline and TWLTL. No additional measurement for payment will be mode for the required second application of paint. No additional measurement for payment will be made for additional application required to meet thickness reequipment for plastic markings. Traffic arrows, traffic letters, HOV symbols, railroad crossing symbols, bicycle lane symbols will be measured per each. The measurement for "Painted Yellow Curb" will be based on the total length of painted curb. No additional measurement will be made for curbing painted on both sides of the curbing. SECTION 8-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: "Painted Yellow Curb," per linear foot. "Plastic White Edge Line," per linear foot. "Plastic Yellow Edge Line," per linear foot. "Profiled Plastic Yellow Double Centerline," per linear foot. Willis Street Improvements/Leyrer 8 - 42 September 26, 2024 Project Number: 22-3029 "Profiled Plastic Skip Lane Line," per linear foot. "Profiled Plastic White Wide Lane Line," per linear foot. 8-28 POTHOLE UTILITIES 8-28.1 Description This work shall consist of potholing utilities at the locations shown on the plans and described in the specifications. The Contractor shall notify the Engineer, a minimum of 24 hours before the pothole work is performed, to coordinate the work with Survey. Each pothole shall include standby time to allow Surveyors to accurately measure the location and depths of existing utilities. 8-28.2 Materials Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work located in cement concrete shall be backfilled with gravel borrow, then patched with cement concrete. Pothole work not on paved surfaces shall be backfilled with native material. 8-28.3 Construction Requirements The pothole shall be of sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. 8-28.4 Measurement Pothole utilities shall be measured per pothole work performed. 8-28.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The contract price per each for "Pothole Utilities" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to pothole utilities at the locations shown on the plans and described in the specifications. 8-30 PROJECT SIGNS 8-30.1 Description This work shall consist of fabrication of the project signs; furnishing and installing all posts, braces, and hardware and installation and maintenance of the project sign(s) (based on the project sign proof in Willis Street Improvements/Leyrer 8 - 43 September 26, 2024 Project Number: 22-3029 the Appendix). Upon completion of the project the contractor shall remove and dispose of the project sign(s). 8-30.2 Materials Signs shall be 4 feet high by 8 feet wide, half inch plywood or laminated vinyl face and securely mounted on Dibond aluminum panel or approved equal. Sign posts shall be 4 inch x 6 inch Fir or approved equal. 8-30.3 Construction Requirements 8-30.3(1) Erection of Posts All posts shall be set reasonably vertical, and deep enough to sustain sign and expected wind loads as determined by the Engineer. 8-30.3(2) Design A Three horizontal 2 inch x 4 inch Fir braces shall be attached to the back of the sign board, one each on the top, the bottom, and in the middle. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.3 Installation Fasten two (2) vertical 4 inch x 6 inch Fir posts evenly spaced at the back of the sign board. Posts shall be of break-away design or installed outside of the roadway clear zone as approved by the Engineer. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.4 Measurement Project sign(s) will be measured by the installed and maintained unit. Failure of the Contractor to adequately maintain the project signs, as determined by the Engineer, shall be deemed noncompliance with this Specification. 8-30.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when included in the Proposal: The unit contract price per each for "Project Sign" constitutes complete compensation for furnishing all labor and materials for fabrication, installation and maintenance of project sign(s) for the life of the project and removal and disposal upon project completion. Failure to adequately maintain sign(s) shall be deemed reasonable grounds for the Engineer to adjust the payment made under this bid item. Willis Street Improvements/Leyrer 8 - 44 September 26, 2024 Project Number: 22-3029 DIVISION 9 - MATERIALS 9-03 AGGREGATES 9-03.9(3) Crushed Surfacing SECTION 9-03.9(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING; "Washed, No Fines, Crushed Surfacing Top Course" shall meet all requirements for Crushed Surfacing Top Course except that it shall meet the following gradation requirements: Sieve Size Passing 3/4 Inch 100% 1/2 Inch 45 - 100% US No. 40 0 - 24% US No. 200 0 - 3% 9-03.12 Gravel Backfill SECTION 9-03.12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION AND REPLACING IT WITH THE FOLLOWING: 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Pipe bedding shall be 5/8 inch minus crushed rock. Pea gravel is not allowed. All material shall conform with the following gradation: Sieve Size Passing 3/4 Inch 100% 5/8 Inch 95 - 100% 1/4 Inch 45 - 65% US No. 40 6 - 18% US No. 200 7.5 max. % % Fracture 75 min. Sand Equivalent 40 min. L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood waste, bark and other deleterious material. 9-03.14 Borrow SECTION 9-03.14(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.14(1) Gravel Borrow Gravel Borrow material shall consist of pit-run granular material conforming to the following gradation: Sieve Size Percent Passing 3 Inch* 100 3/4 Inch 65 - 100 Willis Street Improvements/Leyrer 9 - 1 September 26, 2024 Project Number: 22-3029 U.S. No. 4 25 - 70 U.S. No. 10 10 - 50 U.S. No. 40 0- 30 U.S. No. 200 0 - 5 Sand equivalent 50 min. The maximum passing the U.S. No. 200 sieve is limited to five percent (5%) based on the minus #4 inch fraction. Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. Where additional materials are required to formulate the street sub- base to the cross section denoted in the plans, said additional material shall be Gravel Borrow. * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100 percent passing 1 inch square sieve. All other sieve values continue to apply. SECTION 9-03.17 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.17 Foundation Material Class I and Class II Foundation Material Class I and Class II shall be used to replace unsuitable material removed from unstable pipe trench bottoms. Foundation Material Class I and Class II shall conform to the following gradations: Percent Passing Sieve Size Class I Class II 6" square 100 --- 4" square --- 100 2" square 0 65-85 1" square --- 40-70 1/4" square --- 20 max All percentages are by weight. In addition, all rock shall be sound, angular ledge rock or recycled cement concrete pavement meeting the following specifications. Suppliers of recycled cement concrete products shall have a quality assurance program reviewed and approved by the City. Each rock or piece of recycled cement concrete pavement shall have at least two fractured faces. Adsorption 3% max (Corps of Engineers CRD-C-107) Willis Street Improvements/Leyrer 9 - 2 September 26, 2024 Project Number: 22-3029 Accelerated Expansion (15) days 15% max Soundness 5% max loss Density (solid volume) 155 pcf min Specific Gravity 2.48 min 9-03.21 Recycled Material SECTION 9-03.21(1)D IS SUPPLEMENTED BY ADDING THE FOLLOWING; 9-03.21(1)D Recycled Glass (glass cullet) Recycle glass (glass cullet) shall not be used for any purposes. 9-13 RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND ROCK FOR EROSION AND SCOUR PROTECTION AND ROCK WALLS SECTION 9-13 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-13.8 Rock for Ditches Rocks for ditches shall meet the following requirements for grading: Sieve Size Percent Passing 12" 95 to 100 6" 40 to 60 3" 10 to 20 3/4" 0 to 5 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.2 Topsoil SECTION 9-14.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2(1) Topsoil Type A Topsoil Type A (Compost Amended Planting Soil) shall consist of 50 - 67% sand and/or sandy loam and 33 - 50% composted organic material by volume. Total organic matter shall be at least 5% by dry weight for areas where turf will be installed, and at least 10% by dry weight for all other landscape areas. Organic matter shall be determined by Loss-on-Ignition test. Acceptable tests include the most current version of ASTM D2974 "Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils," and TMECC 05.07A "Loss-On-Ignition Organic Matter Method." Willis Street Improvements/Leyrer 9 - 3 September 26, 2024 Project Number: 22-3029 Compost-Amended Planting soil shall not contain any viable seeds or roots capable of sprouting any State-listed noxious weed, or invasive root-propagating plants including but not limited to horsetail, ivy, clematis, knotweed, Scot's broom, reed canary grass, Himalayan blackberry, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor's expense. A. The soil shall meet the following requirements. 1. The mixed soil shall meet the following gradation: Screen Percent Size * Passing 2 inch 100 1 inch 99-100 5/8" 90 - 100 1/4" 75-100 *Maximum particle length of 6 inches B. Shall have a pH range between 5.5 and 8.5. The pH shall be determined by soil test. C. Organic material shall consist of composted yard debris or organic waste material composted for a minimum of 3 months. Compost shall consist of 100% recycled content and meet all requirements for compost in Section 9-14.5(8) of the Standard Specifications. D. Submit a certified laboratory analysis from an accredited soils testing laboratory indicating the Material source and compliance with all planting soil and compost specifications to the Engineer or project Ecologist for approval no less than seven (7) days before delivery to the Project Site. The analysis shall be with a sample size of no less than 2 pounds. E. Site specific soil testing (after placement of material) may be required for projects requiring more than 50 cubic yards of compost-amended planting soil A Contractor provided accredited laboratory approved by the Engineer shall make recommendations for amendments required for optimum growth at no cost to the owner. The Contractor will be allowed five (5) Working Days to complete the testing from the time of written notice given by the Engineer. F. A sample of the compost amended planting soil shall be provided to the Engineer or project Ecologist in a 1-gallon re-closable bag at least seven (7) days prior to application. SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.2(4) Sandy Loam Willis Street Improvements/Leyrer 9 - 4 September 26, 2024 Project Number: 22-3029 Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading: Passing 1 inch sieve (square opening) ......... 100% Passing 1 mm sieve ................................. 80% minimum Passing 0.15 mm sieve ............................. 15% maximum SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.3 Seed Hydroseed: Seed shall be "Blue Tag" or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. Grasses used shall meet the following specifications: Mix B (Landscaped Area Grass): Weight Seed Mix "B" Min. % Min. % Max. Proportion Ingredient Pure Seed Germination Weed Seed 15% Creeping Red Fescue 95% 90% 0.5% 10% Chewin s Fescue 95% 90% 0.5% 40% Perennial R e rass 95% 90% 0.5% 20% Alta Tall Fescue 95% 90% 0.5% 15% Annual R e rass 95% 90% 0.5% The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.4 Fertilizer Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6-10-8). Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: Total available Nitrogen ........... 16% of weight (of which 50% is Willis Street Improvements/Leyrer 9 - 5 September 26, 2024 Project Number: 22-3029 derived from ureaform) Total available Phosphorous...... 16% of weight Total available Potassium ......... 16% of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: Total available nitrogen............21% (Analyzed as N) Available phosphorous .............0% (Analyzed as P205) Available potassium ................ 10% (Analyzed as K20) Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. 9-14.5 Mulch and Amendments SECTION 9-14.5(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.5(8) Compost Compost shall not contain any sawdust, straw, green or under- composed organic matter, under-sterilized manure or toxic or otherwise harmful materials. SECTION 9-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.5(10) Wood Cellulose Fiber Wood cellulose mulch shall be specially processed 100 percent virgin wood fiber containing no growth or germination-inhibiting ingredients. It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water, the fibers in the material will become uniformly suspended to form a homogenous slurry. When hydraulically sprayed on the ground, the material shall allow the absorption and percolation of moisture. Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier or approved equal. Organic matter content shall be at least 93 percent on an oven-dry basis as determined by ASTM D 586. The moisture content shall be no more than 15 percent as determined by oven dried weight. Each Willis Street Improvements/Leyrer 9 - 6 September 26, 2024 Project Number: 22-3029 package of the cellulose fiber shall be marked by the manufacturer to show the dried weight content. 9-16 FENCE AND GUARDRAIL 9-16.1 Chain Link Fence and Gates SECTION 9-16.1(1)B IS DELETED AND REPLACED WITH THE FOLLOWING: 9-16.1(1)B Chain Link Fence Fabric Chain link fabric shall consist of 9 gage wire (0.148-inch diameter) for all fences unless specified otherwise. The fabric wire shall be: Galvanized steel wire conforming to ASTM A 392. Galvanizing shall be Class I performed by the hot dip process. The wire shall be woven into approximately 2-inch diamond mesh. The width and top and bottom finish of the fabric shall be as shown in the plans. 9-28 SIGNING MATERIALS AND FABRICATION SECTION 9-28.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.1 General All signs shall be reflectorized except for City Project Signs. ALL PERMANENT SIGNS, EXCEPT "NO PARKING ANYTIME" SIGNS SHALL HAVE VIP SIGNS AND CLASS A TEMPORARY DIAMOND GRADE RETRO- REFLECTORIZED SHEETING, UNLESS NOTED OTHERWISE IN THE PLANS. "NO PARKING ANYTIME" signs shall have engineer grade retro- reflectorized sheeting. 9-28.14 Sign Support Structures SECTION 9-28.14(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.14(2) Steel Structures and Posts Truss chords, struts, and diagonals, end posts, and end post struts and diagonals for sign bridge structures and cantilever sign structures shall conform to either ASTM A 36 or ASTM A 53 Grade B Type E or S. The nominal pipe diameter and the pipe wall thickness shall be as specified in the plans or Standard Plans. All other structural steel for sign bridge structures and cantilever sign structures shall conform to ASTM A 36. Truss member connection hardware shall conform to Section 9-06.5(3). Pipe members for bridge mounted sign brackets shall conform to ASTM A 53 Grade B Type E or S, and shall be Schedule 40 unless otherwise specified. All other structural steel for bridge mounted sign brackets shall conform to ASTM A 36. U bolts, and associated nuts and washers, Willis Street Improvements/Leyrer 9 - 7 September 26, 2024 Project Number: 22-3029 shall be stainless steel conforming to Section 9-28.11, and shall be fabricated hot. Anchor rods, nuts and washers for sign bridge structure foundations shall conform to Section 9-06.5(4). Anchor rods for cantilever sign structure foundations shall conform to ASTM F 1554 Grade 104, including the appropriate supplemental requirements for grade and manufacturer's identification, and charpy impact testing (15 foot- pounds minimum at 40F). Nuts and washers for cantilever sign structure foundations shall conform to AASHTO M 291 Grade DH and AASHTO M 293, respectively. Anchor rods for sign bridge structures and cantilever sign structures shall be galvanized after fabrication a minimum of V-0" at the exposed end in accordance with AASHTO M 232. Anchor rod templates shall conform to ASTM A 36, but need not be galvanized. Steel sign structures and posts shall be galvanized after fabrication in accordance with AASHTO M 111, unless noted otherwise in the plans. All bolts, nuts, and washers shall be galvanized after fabrication in accordance with AASHTO M 232. Unless otherwise specified in the plans or Kent Special Provisions, metal surfaces shall not be painted. Minor fabricating and modifications necessary for galvanizing will be allowed if not detrimental to the end product as determined by the Engineer. If such modifications are contemplated, the Contractor shall submit to the Engineer, for approval six copies of the proposed modifications, prior to fabrication. 9-29 ILLUMINATION, SIGNAL, ELECTRICAL SECTION 9-29.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE BEGINNING OF THIS SECTION; 9-29.1 Conduit, Innerduct, and Outerduct Unless otherwise specified on the Street Lighting or Traffic Signal Plans, all conduits for street lighting, traffic signals and traffic signal interconnect cables for projects within the city limits of Kent shall be Schedule 80 PVC conduit, minimum size 2 inches. Foam sealant shall not be allowed. 9-29.2 Junction Boxes, Cable Vaults and Pull Boxes SECTION 9-29.2 IS SUPPLEMENTED WITH THE FOLLOWING: Slip-Resistant Surfacing for Junction Boxes, Cable Vaults, and Pull Boxes Where slip-resistant junction boxes, cable vaults, or pull boxes are required, each box or vault shall have slip-resistant surfacing material applied to the steel lid and frame of the box or vault. Where the Willis Street Improvements/Leyrer 9 - 8 September 26, 2024 Project Number: 22-3029 exposed portion of the frame is 1/2 inch wide or less, slip-resistant surfacing material may be omitted from that portion of the frame. Slip-resistant surfacing material shall be identified with a permanent marking on the underside of each box or vault lid where it is applied. The permanent marking shall be formed with a mild steel weld bead, with a line thickness of at least 1/8 inch. The marking shall include a two-character identification code for the type of material used and the year of manufacture or application. The following materials are approved for application as slip-resistant material, and shall use the associated identification codes: 1. Harsco Industrial IKG, Mebac #1 - Steel: M1 2. W. S. Molnar Co., SlipNOT Grade 3 - Coarse: S3 3. Thermion, SafTrax TH604 Grade #1 - Coarse: T1 SECTION 9-29.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THESE SECTIONS: 9-29.2(1)A Standard Duty Junction Boxes Box frame and lid shall be hot dip galvanized only. 9-29.2(1)B Heavy-Duty Junction Boxes Box frame and lid shall be hot dip galvanized only. 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable 9-29.3(2)F Detector Loop Wire SECTION 9-29.3(2)F IS REVISED TO READ AS FOLLOWS: Detector loop wire shall use 14 AWG stranded copper conductors, and shall conform to IMSA Specification 51-7, with cross-linked polyethylene (XLPE) insulation encased in a polyethylene outer jacket (PE tube). SECTION 9-29.3(2)I IS REVISED AS FOLLOWS: 9-29.3(2)I Twisted Pair Communication Cable Replace "AWG 22" with #AWG 19". THE LAST SENTENCE IN THE FIRST PARAGRAPH HAS BEEN REVISED TO READ AS FOLLOWS: This cable shall be filled with a gel compound to resist water penetration and migration unless otherwise specified by the plans. Willis Street Improvements/Leyrer 9 - 9 September 26, 2024 Project Number: 22-3029 9-29.6 Light and Signal Standards SECTION 9-29.6 IS SUPPLEMENTED WITH THE FOLLOWING: Light Standards with Type 1 Luminaire Arms Lighting standards shall be fabricated in conformance with the methods and materials specified on the pre-approved Plans listed below, provided the following requirements have been satisfied: (a) Light source to pole base distance (H1) shall be as noted in the Plans. Verification of H1 distances by the Engineer, prior to fabrication, is not required. Fabrication tolerance shall be 006 inches. (b) All other requirements of the Special Provisions have been satisfied. Pre-Approved Drawing Mounting Fabricator No Rev. Height(s) feet Valmont Ind., DB01164, 30, 35, Inc. Sheets 1-5 of 5 B 40, and 50 Ameron Pole 20, 25, WA15LT3721, 30, 35, Division Sheets 1 and 2 of 2 A 40, 45, and 50 Millerbernd 74515-WA-LPI-BB 30, 35, ManufCaocturing Sheets 1 and 2 of 2 H 405aand Millerbernd 74515-WA-LP1- 30, 35, Manufacturing ELBOW, J 40, and Co. Sheets 1-3 of 3 50 Millerbernd 74515-WA-LPI-SB 30, 35, ManufCaocturing Sheets 1-3 of 3 G 405aand Traffic Signal Standards Traffic signal standards shall be furnished and installed in accordance with the methods and materials noted in the applicable Standard Plans, pre-approved plans, or special design plans. All welds shall comply with the latest AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals. Welding inspection shall comply with Section 6-03.3(25)A Welding Inspection. Hardened washers shall be used with all signal arm connecting bolts instead of lockwashers. All signal arm ASTM F 3125 Grade A325 connecting bolts tightening shall comply with Section 6-03.3(33). Traffic signal standard types, applicable characteristics, and foundation types are as follows: Willis Street Improvements/Leyrer 9 - 10 September 26, 2024 Project Number: 22-3029 Type PPB Pedestrian push button posts shall conform to Standard Plan J-20.10 or to one of the following pre-approved plans: Fabricator Pre-Approved Drawing No. Valmont Ind., DBO1165 Rev. B (4 sheets) Inc. Ameron Pole WA15TR10-1 Rev. C (1 sheet) and Products WA15TR10-3 Rev. B (1 sheet) Division Millerbend 74514-WA-PED-PPB Rev H (2 Manufacturing, sheets) Co. Foundations shall be as noted in Standard Plan J-20.10 Type PS, Type I, Type RM, and Type FB Type PS pedestrian signal standards, Type I vehicle signal standards, Type RM ramp meter signal standards, and Type FB flashing beacon standards shall conform to Standard Plan J-20.16, 1-21.15, 3-21.16, and 3-22.15 respectively, or to one of the following pre-approved plans: Fabricator Pre-Approved Drawing No. Valmont Ind., DBO1165 Rev. B (4 sheets) Inc. Ameron Pole WA15TR10-1 Rev. C (1 sheet) and Products WA15TR10-2 Rev. C (1 sheet) Division Millerbend Manufacturing, 74514-WA-PED-FB Rev. H (2 sheets) Co. Millerbend 74514-WA-PED-SB Rev. H (2 Manufacturing sheets) Co. Foundations shall be as noted in Standard Plan J-21.10. Type II Type II signal standards are single mast arm signal standards with no luminaire arm or extension. Type II standards shall conform to one of the following pre-approved plans. Maximum arm length (in feet) and wind load (XYZ value, in cubic feet) is noted for each manufacturer. Pre-Approved Max. Arm Max. Wind Fabricator Drawing No. Length Load s ft XYZ ft Valmont Ind., DB00162 Rev. B 65 3206 Inc. (5 sheets) Ameron Pole WA15TR3724-1 C Products Rev. 65 2935 Division (sheet 1 of 2), and Willis Street Improvements/Leyrer 9 - 11 September 26, 2024 Project Number: 22-3029 WA15TR3724-2 Rev. D sheet 2 of 2 Millerbend 74516-WA-TS-II Manufacturing, Rev. H (3 sheets) 65 3697 Co. Foundations shall be as noted in the Plans and Standard Plan J-26.10. Type II signal standards with two mast arms installed 90 degrees apart may use these pre-approved drawings. Standards with two arms at any other angle are Type SD and require special design. Type III Type III signal standards are single mast arm signal standards with one Type 1 (radial davit type) luminaire arm. The luminaire arm has a maximum length of 16 feet and a mounting height of 30, 35, 40, or 50 feet, as noted in the Plans. Type III standards shall conform to one of the following pre-approved plans. Maximum arm length (in feet) and wind load (XYZ value, in cubic feet) is noted for each manufacturer. Wind load limit includes a luminaire arm up to 16 feet in length. Max. Max. Pre-Approved Arm Wind Fabricator Drawing No. Length Load XY(ft) (ft Z) DB00162 Rev. B (5 Valmont Ind., sheets), 65 3259 Inc. with Type "J" luminaire arm WA15TR3724-1 Rev. C Ameron Pole (sheet 1 of 2), and Products WA15TR3724-2 Rev. D 65 2988 (sheet 2 of 2), Division with Series "J" luminaire arm Millerbend 74516-WA-TS-III Rev. H Manufacturing, (4 sheets) 65 3750 Co. Foundations shall be as noted in the Plans and Standard Plan 1-26.10. Type III signal standards with two mast arms installed 90 degrees apart may use these pre-approved drawings. Standards with two arms at any other angle are Type SD and require special design. Type IV Type IV strain pole standards shall be consistent with the Plans and Standard Plan J-27.15 or one of the following pre-approved plans: Fabricator Pre-Approved Drawing No. Valmont Ind., DBO1167 Rev. B (2 sheets) Inc. Willis Street Improvements/Leyrer 9 - 12 September 26, 2024 Project Number: 22-3029 Ameron Pole Products WA15TR15 Rev. A (2 sheets) Division Millerbend Manufacturing, 74554-WA-SP-IV Rev. H (2 sheets) Co. Foundations shall be as noted in the Plans and Standard Plan J-27.10. Type V Type V strain poles are combination strain pole and light standards, with Type 1 (radial davit type) luminaire arms. Luminaire rams may be up to 16 feet in length, and a mounting height of 40 or 50 feet, as noted in the Plans. Type V strain poles shall be consistent with the Plans and Standard Plan J-27.15 or one of the following pre-approved plans: Fabricator Pre-Approved Drawing No. Valmont Ind., DBO1167 Rev. B (2 sheets), Inc. Ameron Pole Products WA15TR15 Rev. A (2 sheets) Division Millerbend Manufacturing, 74554-WA-SP-V Rev. J (3 sheets) Co. Foundations shall be as noted in the Plans and Standard Plan J-27.10. Type CCTV Type CCTV camera pole standards shall conform to Standard Plan 3-29.15 or to one of the following pre-approved plans: Fabricator Pre-Approved Drawing No. Valmont Ind., DBO1166 Rev. C (4 sheets) Inc. Ameron Pole Products WA15CCTV01 Rev. B (2 sheets) Division Millerbend Manufacturing, 74577-WA-LC1 Rev. H (2 sheets) Co. Millerbend Manufacturing, 74577-WA-LC2 Rev. H (2 sheets) Co. Millerbend Manufacturing, 74577-WA-LC3 Rev. H (3 sheets) Co. Foundations shall be as noted in the Plans and Standard Plan 1-29.10. Willis Street Improvements/Leyrer 9 - 13 September 26, 2024 Project Number: 22-3029 Type SD Type SD signal standards are outside the basic requirements of any pre- defined signal standard and require special design. All special design shall be based on the latest AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals and pre- approved plans and as follows: 1. A 115 mph wind loading shall be used. 2. The Mean Recurrence Interval shall be 1700 years. 3. Fatigue category shall be III. Complete calculations for structural design, including anchor bolt details, shall be prepared by a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural Engineering or by an individual holding valid registration in another state as a civil or structural Engineer. All shop drawings and the cover page of all calculation submittals shall carry the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. The cover page shall include the contract number, contract title, and sequential index to calculation page numbers. Two copies of the associated design calculations shall be submitted for approval along with shop drawings. Details for handholes and luminaire arm connections are available from the Bridges and Structures Office. Foundations for Type SD standards shall be as noted in the Plans. 9-29.6(1) Steel Light and Signal Standards SECTION 9-29.6(1) IS SUPPLEMENTED WITH THE FOLLOWING: Light and Signal Standard Painting Galvanized steel light and signal standards shall not be painted. 9-29.6(2) Slip Base Hardware SECTION 9-29.6(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH AT THE BEGINNING OF THIS SECTION: Unless otherwise specified on the Street Lighting Plans, street light standards shall not have slip bases. 9-29.6(5) Foundation Hardware SECTION 9-29.6(5) IS SUPPLEMENTED WITH THE FOLLOWING: Anchor bolt assemblies for light standards installed on top of barrier (median barrier mount) shall consist of the following: Willis Street Improvements/Leyrer 9 - 14 September 26, 2024 Project Number: 22-3029 • (4) 1-inch diameter threaded rods (bolts), minimum 36 inches in length • (24) heavy hex nuts, six per anchor rod • (24) flat washers, six per anchor rod • Two anchor plates Each anchor plate shall be constructed from 1/2" ASTM A36 plate and hot- dip galvanized in accordance with AASHTO M111. Each anchor plate shall be ring shaped, with an outside diameter of 16 inches and an inside diameter of 12 inches. Each anchor plate shall have four 1 1/8" diameter holes on a 13.89" bolt circle, with the holes positioned to match the anchor rod layout shown in the Standard Plans. Anchor rods shall extend a minimum of five inches and a maximum of six inches above the top of the traffic barrier. The lower anchor plate shall be embedded 29 inches below the top of the traffic barrier. Each anchor plate shall be clamped with a heavy hex nut and washer above and below the anchor plate. The lower heavy hex nut for the pole base plate shall be no more than one inch from the top of the traffic barrier. Breakaway supports for street light standards shall conform to Precisionform Inc. model PFI 200-1A Breakaway Supports, or approved equal. SECTION 9-29.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-29.6(6) Aluminum Light Standards Pole shafts shall be constructed of seamless extruded tubes of 6063 aluminum alloy per ASTM B221 and shall be full-length heat treated after welding on the base flange to T-6 temper. The shaft shall be free of longitudinal welds. The pole shaft cap, when required, shall be cast aluminum 443 or 356F aluminum alloy and attached utilizing stainless steel screws. Pole base flanges shall be one piece cast socket of aluminum alloy 356 per ASTM B 26 or B108. The base flange shall be joined to the pole shaft by means of complete circumferential welds; externally at the top of the flange and internally at the bottom of the shaft tube. Single arm members shall be tapered and ellipsized from 6063-T6 aluminum alloy tubing. Arms shall be welded to an extruded mounting plate of 6063-T6 aluminum alloy and attached to the pole shaft by means of four 1/2 inch diameter stainless steel bolts, nuts and washers. A grommeted 1 1/4 inch cable entry (1 inch I.D. rubber grommet) shall be provided in the pole shaft at the arm mounting location. Arms shall have 2 inch N.P.S. slipfitters at least 8 inches in length. 9-29.10 Luminaires Willis Street Improvements/Leyrer 9 - 15 September 26, 2024 Project Number: 22-3029 SECTION 9-29.10(1) IS REVISED BY REPLACING THE FIRST SENTENCE OF THE FIRST PARAGRAPH WITH THE FOLLOWING: 9-29.10(1) Conventional Roadway Luminaires All luminaires shall come equipped for IES type III, medium cutoff light distribution unless otherwise specified on the Street Lighting Plans and/or Traffic Signal Plans when those signals include street lighting luminaires. THE FOLLOWING PARAGRAPHS ARE ADDED TO THE END OF THIS SECTION: The only pre-approved street lighting luminaires for this project are as follows: For LED Equivalent of the 400 Watt HPS Luminaire: ATBM H MVOLT R3 NL P7 For LED Equivalent of the 250 Watt HPS Luminaire: ATBM D MVOLT R3 NL P7 For LED Equivalent of the 200 Watt HPS Luminaire: ATBM C MVOLT R3 NL P7 For LED Equivalent of the 100 Watt HPS Luminaire: ATBS E MVOLT R3 NL P7 For LED Equivalent of the 100 Watt HPS Lumec DSX Luminaire: S56C1-55W32LED4K-R-ACDR-LE3-240-SFX-FN 1-GN8TX For LED Equivalent of the 100 Watt HPS King Luminaire: K118R-B2PR-III-60-SSL-1042-120-K18-PEBC-SST-GN-#1 Other street lighting luminaires may be submitted for approval, PROVIDED that they possess the same serviceability characteristics as the pre-approved models, and the submittal is accompanied by photometric calculations showing that they are photometrically equivalent to the approved products. 9-29.12 Electrical Splice Materials SECTION 9-29.12(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(1) Illumination Circuit Splices Aerial splices may employ split bolt connectors. Below grade splices and taps shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. They shall employ the following moisture-blocking insulation. ScotchT" 2200/2210 Vinyl Mastic products, followed by an overwrap with a minimum of two half-lapped layers of vinyl plastic electrical tape, and a final layer of consistently- applied ScotchkoteTM 054007-14853 Electrical Coating. As a pre- Willis Street Improvements/Leyrer 9 - 16 September 26, 2024 Project Number: 22-3029 approved alternative for underground illumination circuit splices, ILSCO/UTILCO Model PED21-1-1/OSSP or Polaris Edge Model ISP1302/0, offset entry insulated splice connectors may be used. SECTION 9-29.12(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(2) Traffic Signal Splice Material Induction loop splices shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. Equipment and methods shall be as recommended by the manufacturer of the splicing materials. Each solderless crimp connector splice shall be wrapped with Scotch T'"#06147 Electrical Moisture Sealant, or approved equal. SECTION 9-29.13 IS REVISED BY REPLACING THE LAST SENTENCE WITH THE FOLLOWING: 9-29.13 Control Cabinet Assemblies Traffic Signal Control Cabinet Assemblies shall meet the requirements of NEMA TS2 Specification. SECTION 9-29.13(1) IS REVISED BY REPLACING THE THIRD SENTENCE WITH THE FOLLOWING; 9.29.13(1) Environmental, Performance, and Test Standards for Solid-State Traffic Controller Assemblies NEMA control assemblies shall meet or exceed current NEMA TS 2 Environmental Standards. SECTION 9-29.13 (2) IS DELETED AND REPLACED WITH THE FOLLOWING; 9.29.13(2) Traffic Signal Controller Assembly Testing Each traffic signal controller assembly shall be tested as follows. The Contractor shall: 1. Prior to shipping, arrange controller cabinet testing with City of Kent Transportation. 2. If the traffic signal control assembly passes all testing, the Contractor will be notified the cabinet is ready for pick-up. 3. If the traffic signal control assembly fails testing, the Contractor has 7 calendar days to repair or replace the failed components. Once all repairs are completed, the testing will resume. SECTION 9-29.13(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 9.29.13(3) Traffic Signal Controller Willis Street Improvements/Leyrer 9 - 17 September 26, 2024 Project Number: 22-3029 The traffic-actuated controller for all City traffic signals shall be a Econolite Corp. Cobalt Controller. SECTION 9-29.13(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9.29.13(4) Traffic-Signal Controller Software Controller shall be provided with the most current software release that operates fully with the City's Central System Software. Current version of controller maintenance and operation documentation shall be provided with each controller in an electronic format. SECTION 9-29.13(5) IS REVISED AS FOLLOWS: 9-29.13(5) Flashing Operations ADD THE FOLLOWING TO THE END OF THE FIRST PARAGRAPH: When the cabinet is commanded to Flashing mode, the DC supply voltage shall be removed from all loadswitches. The flash transfer relays shall be de-energized during flashing operations. REPLACE THE LAST SENTENCE IN ITEM 2 WITH THE FOLLOWING; When the flash-automatic switch is changed to the automatic position, the controller shall resume normal automatic operation with the display and timing as it existed before the flash mode was enabled. DELETE THE SECOND SENTENCE IN ITEM 3. DELETE ITEM 4 IN ITS ENTIRETY. REVISE ITEM 5 BY DELETING "at the beginning of major street green" IN THE LAST SENTENCE. SECTION 9-29.13(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THE SECTION; 9-29.13(7) Wiring Diagrams The cabinet wiring drawing shall also be provided in AutoCAD v2008 file. All cabinet wiring, and layout shall fit on (1) E1 size sheet, multiple pages shall not be allowed. Component cut sheets and equipment operating manuals shall be provided for devices used within the controller cabinet. SECTION 9-29.13(10)A IS REVISED AS FOLLOWS: 9-29.13(10)A Auxiliary Equipment for NEMA Controllers ITEM 2 IS REPLACED WITH THE FOLLOWING: Willis Street Improvements/Leyrer 9 - 18 September 26, 2024 Project Number: 22-3029 2. Type P-1 controller cabinets shall include a fully-wired 16-position back panel / load bay. Printed circuit-type load bay design is not acceptable. The load bay shall be of the tilt down style requiring no tools to swing it down; giving access to the back of the load switches and all wiring behind the load bay. The cabinet shall include the following additional components: twelve solid- state load switches that conform to NEMA TS-2 specifications, sixteen 4 channel half width detectors (Eberle Design, Inc Model LMD624H or Reno A+ETM Model Y/2-200-ss or approved equal), one TS2 Cabinet Power Supply rated at 5Amps (Eberle Design, Inc Model PS250 or approved equal), six TS2 half width Bus Interface Units (Eberlie Design, Inc Model BIU700H or approved equal), One Opticom phase selector (Global Traffic Technologies Model 764 or approved equal), twelve red output jumpers to short pin 1 to pin 3 on the loadswitch sockets and auxiliary accessories to provide a complete and functional traffic signal control system. ITEM 3c. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING: A minimum of twenty AC neutral termination points shall be available for field wire termination in the lower portion of the cabinet. ITEM 3f. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING: A minimum of ten earth ground unused termination points shall be available for field wire termination in the lower portion of the cabinet. ITEM 4 IS REPLACED WITH THE FOLLOWING: 4. A police panel located behind the police panel door shall be equipped with a flash-automatic switch. See Section 9-29.13(5) (above) for operational requirements. ITEM 5 IS REPLACED WITH THE FOLLOWING: 5. An auxiliary control panel located inside the controller cabinet with a Flash-Automatic switch, a Controller On-Off switch, and a Stop Time switch. The Flash-Automatic switch shall put the signal on Flash without applying Stop Time. The Stop Time switch shall provide for application of stop time or disabling ALL other stop time inputs. A ground fault interrupter-protected double outlet shall also be provided on the panel. The panel shall be side or bottom-hinged. ITEM 6 IS REPLACED WITH THE FOLLOWING: 6. The conflict monitor shall be a Eberle Design Inc. EDI MMU2- 16LE(ip), or approved equal. See Section 9-29.13(2) of the Kent Special Provisions for operational requirements. The unit shall monitor conflicting signal indications at the field connection terminals. The unit shall be wired in a manner such that the signal Willis Street Improvements/Leyrer 9 - 19 September 26, 2024 Project Number: 22-3029 will revert to Flash if the conflict monitor is removed from service and the cabinet door is closed. Supplemental resistor loads, not to exceed 10 watts per monitored circuit, shall be provided to prevent monitor actuation caused by dimming or lamp burnout. Supplemental loads shall be installed on the control side of the field terminals, for the odd numbered phases and overlaps. DELETE ITEM 7 IN ITS ENTIRETY. ITEM 10 IS SUPPLEMENTED WITH THE FOLLOWING PARAGRAPH AT THE END: 10. No more than one wire shall be permitted per crimped terminal lug. All terminals shall be identified in conformance to the cabinet wiring diagram. All equipment input and output functions shall be terminated on terminal blocks for easy access. The cabinet shall contain a spare door indicator switch (normally closed contacts) which will be wired to a terminal block for future use. SECTION 9-29.13(10)C IS REVISED AS FOLLOWS: 9-29.13(10)C NEMA Controller Cabinets ITEM 1 IS REPLACED WITH THE FOLLOWING: 1. The controller cabinet shall be a 44-inch wide Type P-1 and shall be constructed of aluminum. Cabinets shall be finished inside with an approved finish coat of exterior white enamel. The outside of the aluminum cabinet shall be unfinished. ITEM 2 IS REPLACED WITH THE FOLLOWING: 2. The cabinet shall contain shelving, brackets, racks, etc., to support the controller and auxiliary equipment. All equipment shall set squarely on shelves or be mounted in racks and shall be removable without turning, tilting, or rotating or relocating one device to remove another. The cabinet shall be provided with two (2) shelves that are reinforced with a welded V channel, fabricated from 5052- H32 0.125-inch thick aluminum with double flanged edges rolled front to back. Slotted or round holes shall be provided on front and back flanges for the purpose of tying off wire bundles. One detector rack shall support (16) channels of loop detection, (1) Buss Interface Unit (BIU) and (4) channel of OpticomT"'. This rack shall be capable of using half width 4-channel loop amplifiers, half width Buss Interface Unit (BIU) and both two channel or four channel OpticomTM cards. The other three detector racks shall support (16) channels of loop detection using half width 4-channel loop amplifiers and one (1) half width Buss Interface Unit (BIU). 9-29.16 Vehicular Signal Heads, Displays, and Housing SECTION 9-29.16(2)A IS DELETED AND REPLACED WITH THE FOLLOWING: Willis Street Improvements/Leyrer 9 - 20 September 26, 2024 Project Number: 22-3029 9-29.16(2)A Optical Units 1. Light emitting diode (LED) light sources are required for all signal displays. a. Wattage (maximum): 35 watts. b. Voltage: The operating voltages shall be between 85 VAC and 130 VAC. C. Temperature: Temperature range shall be -35 C to +70 C. d. LED Types: Red balls shall be Dialite TM, part number 433- 1210-003XL15, or approved equal; red arrows shall be Dialite TM, part number 432-1314-001XOD15, or approved equal; green balls shall be Dialite TM, part number 433-2220- 001XL15, or approved equal; green arrows shall be DialiteTM part number 432-2324-001XODI5, or approved equal; yellow balls shall be Dialite TM, part number 433-3230-901XL15, or approved equal; yellow arrows shall be DialiteT"', part number 431-3334-901XOD15 or approved equal. e. Enclosure: The enclosure for the LEDs and associated circuitry shall be dust and water-resistant. f. Lens: The lens shall be a polycarbonate lens. The lens shall be free from bubbles, flaws, and other imperfections and shall not be diffused. g. Warranty: A fifteen-year written manufacturer's warranty from date of installation on parts and materials will be provided. h. Label: A label shall be provided on the LED housing. The Contractor shall mark the label with a permanent marker to note the installation date. SECTION 9-29.16(2)B MODIFIES THE 3RD AND 4TH SENTENCES IN THE FIFTH PARAGRAPH AS FOLLOWS: 9-29.16(2)6 Signal Housing In the third sentence of paragraph 5, all words following the words "stabilized polycarbonate plastic" shall be deleted. The fourth sentence in paragraph 5 is replaced with 'Visors shall be flat black in color inside and shall be dark green on the outside." SECTION 9-29.16(3) POLYCARBONATE TRAFFIC SIGNAL HEADS IS DELETED IN ITS ENTIRETY. 9-29.18 Vehicle Detector SECTION 9-29.18 IS SUPPLEMENTED WITH THE FOLLOWING., Loop Amplifier Loop detector amplifiers shall be as follows: Model: LMD624H Willis Street Improvements/Leyrer 9 - 21 September 26, 2024 Project Number: 22-3029 Manufacturer: Eberle Design, Inc 3510 E Atlanta Ave. Phoenix, AZ 85040 Ph: (480) 968-6407 www.EDITRAFFIC.com Loop Sealant Loop sealant for use in HMA pavement shall be the following: 1. Craftco Inc. Part #34271 Loop sealant for use on concrete bridge decks and PCC pavement shall be one of the following: 1. 3M Black 5000 2. Gold Label Flex 1P 3. QCM EAS-14 Loop sealant installation shall conform to the manufacturer's recommendations. SECTION 9-29.19 IS DELETED AND REPLACED WITH THE FOLLOWING; 9-29.19 Pedestrian Push Buttons Where noted in the contract, pedestrian push buttons of substantially tamper-proof construction shall be furnished and installed. They shall consist of a 2-inch nominal diameter plunger and be ADA compliant. ADA push buttons shall be Polara Model iNS29NNO-B used with Model iPHCU3S, or Campbell Company, GuardianTI type assemblies or approved equal. Factory supplied APS extender brackets and 90 degree mounting adapters shall be installed where indicated in the plans. The pedestrian push button assembly shall be constructed as shown in the plans. The assembly shall be constructed so that it will be impossible to receive an electrical shock under any weather conditions. SECTION 9-29.20 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.20 Pedestrian Signals Pedestrian signals shall be (filled in) Hand/Man with Countdown Display, containing LED type optics only. Countdown pedestrian signals shall be (Gelcore part number PS7-CFF1-01A-18 or approved equal). SECTION 9-29.24 IS REVISED AS FOLLOWS: 9-29.24 Service Cabinets ITEM 9. IS REPLACED WITH THE FOLLOWING: Willis Street Improvements/Leyrer 9 - 22 September 26, 2024 Project Number: 22-3029 9. All service enclosures shall be fabricated from 0.125 inch (minimum) 5052 H 32 ASTM designator or B209 aluminum. The exterior of the aluminum service panel shall be unfinished. SECTION 9-29.24(2) IS REVISED AS FOLLOWS: 9-29.24(2) Electrical Circuit Breakers and Contactors REPLACE THE SECOND PARAGRAPH WITH THE FOLLOWING: Mercury contactors shall not be permitted. SUPPLEMENT THE END OF THIS SECTION WITH THE FOLLOWING THREE PARAGRAPHS: Electrical service will be 120 / 240 volts, 60 Hz. AC where and as noted on the Street Lighting and/or Traffic Signal Plans, and include a meter base to allow installation of a power meter. Service conductors shall be stranded copper wires. The smallest service wire shall be #2 AWG USE from the Puget Sound Energy (PSE) connection to the service cabinet. The electrical service cabinet and service point shall be installed by the Contractor where shown on the Street Lighting and/or Traffic Signal Plans. The service panel shall consist of a 2 pole, 240 VAC, 100 amp Main Breaker for control of all power. The panel shall be equipped with a single 1 pole, 120V, 30 amp branch breaker for a traffic signal, four 2 pole, 240 VAC, 20 amp branch breakers for the lighting circuits, a single 1 pole, 120 VAC, 15 amp lighting control breaker, and a single 1 pole, 120 VAC, 20 amp breaker for the GFI receptacle. See Kent Standard Plan 6-96 for service cabinet information. The service panel shall include a switch to bypass the photocell for street light testing. The electrical service cabinet shall be weather tight. The cabinet shall be equipped with a blue core BestTM lock in the cabinet door. See Kent Standard Plans 6-96 for additional information. Willis Street Improvements/Leyrer 9 - 23 September 26, 2024 Project Number: 22-3029 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. STORM 5-1 Catch Basin Type I 5-3 Misc. Details for Drainage Structures 5-4 20" x 24" Catch Basin Frame 5-5 20" x 24" Vaned Grate 5-6 20" x 24" Bi-Directional Vaned Grate 5-19 Beveled End Pipe Section 5-20 Trash Screen 5-31 Filter Fabric Fence 5-37 Storm Drain Markers STREET 6-34 Curb and Sidewalk Joint Example 6-35 Expansion and Contraction/Control Joints 6-39 Cement Concrete Sidewalk End Transitions 6-64 Flexible Pavement Patching Transverse Cut 6-66 Flexible Pavement Patching Longitudinal Cut 6-69 Pavement Restoration for Window Cuts or Pot Holing 6-72a Standard Monument, Monument Case, Cover and Riser 6-82a Sign Post Installation Type A 6-83 Street Name Sign Post Installation 6-84 Ground-Mounted Street Name Signs 6-85 Mast Arm Mounted Street Name Sign 6-86 City Light Standard 6-86a Strain Relief Detail 6-89a Light Standard Foundation and Junction Box 6-90 Junction Box and Street Light Wire Runs 6-91 Street Light Trench for Conduit Runs 6-93 Junction Boxes 6-96 Service Cabinet, Concrete Base and One-Line Diagram 6-97 Traffic Signal Controller Cabinet Base 6-98 Induction Loop Details Willis Street Improvements/Leyrer A - 1 September 26, 2024 Project Number: 22-3029 6-99 Induction Loop Installation Notes 6-100 Induction Loop Placement Willis Street Improvements/Leyrer September 26, 2024 Project Number: 22-3029 NOTES; 1. CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH AASHTO M 199, (ASTM C 478,&ASTM C 890)UNLESS 4'�"TO 9" OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT DEPENDING STANDARD SPECIFICATIONS, ON FRAME AND GRATE 2• AS AN ACCEPTABLE ALTERNATE TO REBAR,WELDED WIRE REQUIRED FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL FRAME AND GRATE COMPLY TO AASHTO M 221(ASTM A 1064).WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. SEE STANDARD PLANS 5-4 THRU 5-9 AND 5-12 3. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. THE KNOCKOUT DIAMETER SHALL NOT P EXCEED 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS WHEIGHTV OF 2"MINIMUM. PROVIDE A 1.5"MINIMUM GAP BETWEEN THE KNOCKOUT WALL.AND THE OUTSIDE OF THE PIPE. 4. ALL JOINTS IN THE BRICKS,GRADE RINGS,RISERS AND CASTINGS SHALL BE SEATED IN MORTAR.PICK HOLES, CRACKS AND ANY OTHER JOINTS SHALL BE FINISH 6°OR 12" GROUTED TO PROVIDE A WATERTIGHT STRUCTURE. 5. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET.DEPTHS GREATER ONE#3 BAR HOOP FO0 LBS. THAN 5 FEET REQUIRE UPSIZING TO A TYPE II STRUCTURE. TWO#3 BAR HOOPS F80 LBS. RECTANGULAR ADJUSTMENT SECTION 6• NON-CEMENTTTIOUS MATERIALS ARE NOT ALLOWED IN SETTING OF FRAMES TO FINAL FINISH GRADE. PIPE SHALL NOT PROTRUDE STATION AND OFFSET POINT WHEN DESIGN AND MORE THAN 2"INTO LAYOUT PROVIDED BY THE CITY OF KENT,UNLESS STRUCTURE OTHERWISE NOTED ON THE PLANS Z6a 2�n MORTAR(TYP.) MAX, A 341 TO I.E. =7 INSTALL MANfiOLE 44pt ADAPTER,"SAND COLLAR"FOR PVC #3 BAR AND HDPE PIPES OR — 44" EACH CORNER AS REQUIRED BY 21" OTHER PIPE TYPES MIN. I.E. #3 BAR 18" EACH SIDE = (TYP.} MORTAR MP.) #3 BAR EACH WAY 4" �— 30' —j PRECAST BASE SECTION TYPICAL SECTION (WEIGHS 2170 LBS.) PIPE ALLOWANCES NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN PIPE MATERIAL MAX.INSIDE ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER DIAMETER ���R � AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF REINFORCED OR WA` !�r KENT.A COPY MAY BE OBTAINED UPON REQUEST. PLAIN CONCRETE 1Z" qa CITY OF KENT E14GINFARING DEPARTMENT ALL METAL PIPE I5" 1�7�' KENT CATCH BASIN TYPE I 35295 SOLID WALL PVC 0! f ST DESIGNED COK SCALE NONE STANDARD PLAN (WSDOT STD.SPEC. 15" f DRAWN 4-05.12(1)} NAL CHECKEDarc Dal£ 9I2�0,20 5-1 APPRGVEU #6 BARS @ 7"CENTERS BOTTOM FACE WITH 20"x 24",OR \ \ 1"MIN.COVER t 30 24" DIAM. 2 TYP. 6"OR12" D. D 120 2N T,P� ONE #3 BAR HOOP FOR 6" TWO #3 BAR HOOPS FOR 1 N 12" F AS AN ACCEPTABLE ALTERNATIVE TO REBAR,WIRE MESH HAVING 96"TOP SLAB 1"MIN. A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE 2 1/2" MAX. USED FOR ADJUSTMENT SECTIONS. RECTANGULAR ADJUSTMENT SECTION 20"x 24",OR �� #5 BARS @ 6"CENTERS 24"DIAM. ICI BOTTOM FACE WITH 1" MIN.COVER 36 2 TYP. R 6" 2"TYP. 00 72"TOP SLAB Ll,, MIN. CONVERSION RISER 2 1/2" MAX. o#4 BARS @ 6"CENTERS \ BOTTOM FACE WITH 1" 34"2"CLR. MIN.COVERTYP. 20"x 24",OR 24"DIAM. I 2' MIN. 20" 2"TYP. \ / �- ONE#3 / 00 BAR HOOP - - 4" S" 48"&54" TOP SLAB CIRCULAR ADJUSTMENT SECTION TYPICAL ORIENTATION FOR ACCESS AND STEPS NOTES: 1. SLAB OPENING SHALL BE 24"X 20"FOR NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT t' AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE RECTANGULAR AND 24" DIAMETER FOR vFR'E! ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ROUND. S�oF WAq�I�� THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST, 2. SEE STANDARD PLAN 4-5 FOR STEP, q �0 CITY OF KENT LADDER AND GRADE RING. _�� ENGINEERING DEPARTMENT 3.ONLY ONE STYLE OF CATCH BASIN KENT MISC. DETAILS FOR DRAINAGE STEPS MAY BE USED IN A CATCH 296 WASHINGTON STRUCTURES BASIN. DO NOT MIX STYLES. 1 g-,J DESIGNED COK - SCALE NONE STANDARD PLAN ---- - 7f y DRAWN COK _ SIONAL 111 CHECKED COK DATE 12Z2019 C Z APPROVED ENGINEER J J A A 29 1/4" 5/8"-11 NC 26" BOLT-DOWN HOLE 24 1/4" (2 PLACES TYP.) 22 1/2" o 0 TOP VIEW 1 5/8"TYP. � 20 1/4" �7/8"TYP. 1 5/8"TYP. MIN. 1 1/4" 3 3/41j IEEE 41 /1///l 4 1/2" 2 1/2" 18 1/2"� 3/4„ 22" 25 1/4" SECTION A-A NOTES: 1. MATERIAL USED FOR THE FRAME SHALL BE CAST IRON ONLY. (PER ASTM A48 CL30 H-20 LOADING). 2. TOP OF FRAME SHALL BE ADJUSTED EVEN WITH ROADWAY SECTION. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT t AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �jV FREi ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WAghr1�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. q a��� CITY OF KENT 0 ENGINEERING DEPARTMENT \ 20"X 24" KENT CATCH BASIN FRAME 29 DESIGNED COK SCALE NONE STANDARD PLAN day 7f DRAWN COK IONAL CHECKED COK DATE 12/2019 C APPROVED ENGINEER J 1 r 1 5/8"TYP. 3 5" 5" 3" 1 3/8"TYP. 20" f TOP VIEW END VIEW 24" 1 1/4" 1 5/8" 1 5/8"�— DIRECTION OF FLOW 1/8 R2 1/4 HEX SOCKET 1 5/8" +. —15/16" 1/8" )j8„ 3 1/2 R 5/8" 5/16" R. PARTING LINE FRONT VIEW VANE DETAIL 2" NOTES: 1 1/4" 3/4" 1. PROVIDE FRAME SHOWN IN STANDARD PLAN 5-4. 5/8"-11 NC-2A 2. PROVIDE 2-5/8"DIAMETER STAINLESS STEEL ALLEN TYPE STAINLESS STEEL BOLTS COUNTER SUNK FLUSH WITH COVER. SECURING BOLT 3. GRATE SHALL BE STAMPED"DUMP NO POLLUTANTS", T2" "OUTFALL TO STREAM". 4. ALL LETTERING SHOWN SHALL BE 1/2"AND SHALL BE RECESSED I�1/2" 5/8" UNLESS OTHERWISE INDICATED. SLOT DETAIL 5. DUCTILE IRON ASTM A-536 GRADE 80-55-06 H-20 RATED. SLOT FORMED AND RECESSED FOR 5/8"- 11 NC x 2" 6. GRATE SHALL BE LOCKING. S.S. SOCKET HEAD(ALLEN HEAD)CAP SCREW. 7. BI-DIRECTIONAL VANED GRATES ARE REQUIRED WHEN LOCATED IN A LOW-SPOT. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT t AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �jV FREi ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WAghrj�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT 0 ENGINEERING DEPARTMENT KENT 20" x 24" 29 WA."i"4*u" VANED GRATE DESIGNED COK SCALE NONE STANDARD PLAN day 7f DRAWN COK NAL CHECKED COK DATE 12/2019 C G APPROVED ENGINEER J J A DUMP NO POLLUTANTS OUTFALL TO STREAM LL B B � �1/z" 1 1/4"� 3/4„ IT 5/8"- - SLOT DETAIL SLOT FORMED AND RECESSED FOR A 5/8"- 11 NC x 2"S.S. SOCKET 1/8" HEAD(ALLEN HEAD)CAP SCREW. 20" 1 5/8" 1/2"INSET HEX SOCKET SECTION A-A Q)) 15/16" DIRECTION OF FLOW 24"` �DIRECTION OF FLOW 1 5/8" 5/8" 2 1/4" 3 1/2" R. SECTION B-B 5/16"R. 5/8"-11 NC-2A LOW POINT NOTES: STAINLESS STEEL SECURING BOLT 1. PROVIDE FRAME SHOWN ON STANDARD PLAN 5-4. 2. FOR THRU CURB INLETS AT LOW POINTS,USE BI-DIRECTIONAL VANED GRATE. 3. GRATE SHALL BE STAMPED"DUMP NO POLLUTANTS", "OUTFALL TO STREAM". NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 4. ALL LETTERING SHOWN SHALL BE AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 1/2"AND SHALL BE RECESSED. ��FREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WA Shr THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 5. DUCTILE IRON ASTM A-536 X� - GRADE 80-55-06 H-20 RATED. Q CITY OIL' KENT 0 ENGINEERING DEPARTMENT 6. GRATE SHALL BE LOCKING. » » KENT 20 x24 7. PROVIDE 2-5/8"DIAMETER 29 W.,"I"oro" BI—DIRECTIONAL VANED GRATE STAINLESS STEEL ALLEN TYPE BOLTS W DESIGNED c0K COUNTER SUNK FLUSH WITH COVER. day DRAWN coK SCALE NONE STANDARD PLAN �I0NAL CHECKED COK DATE 12L2019 C APPROVED ENGINEER 5-6 END SECTION 1'MIN, 3 1 PIPE)DINT METAL PIPE NOTES: 1. SIDE SLOPE SHALL BE WARPED TO MATCH THE BEVELED PIPE END.WHEN CULVERT I5 ON SKEW,BEVELED END SMALL BE ROTATED TO CONFORM TO SLOPE,IF SLOPE DIFFERS FROM 3:1,PIPE SHALL BE BEVELED TO MATCH SLOPE. 2. BEVELED END PIPE SHALL BE PRECAST CONCRETE PIPE OR DUCTILE IRON ONLY.THE PIPE TYPE SHALL BE CONSISTENT THE ENTIRE LENGTH OF ANY REQUIRED CULVERT OR TO THE NEAREST STRUCTURE PRIOR TO THE BEVELED❑UTFALL. TONGUE END ON INLET END GROOVE END ON OUTLET END ENDS TO FIT ADJACENT PIPE SECTIONS ROUND EDGES yr-r PLAN END SECTION 1'MIN. 3 o, x - - m(TY?.) ELEVATION CONCRETE PIPE NOTE.,THIS PLAN I5 NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��pF WAf � KENT.A COPY MAY BE OBTAINED UPON REQUEST. Cc o�TY a°ICENirT xy ; KENT BEVELED END PIPE SECTION 38296 w� 0 ISTE�� ZY�' DESIGNEo_COK SCALL NOK STANDARD PLAN 1 DRAWN COK_ AL F CHECKED COK DATE !3Lz43�� r,]_ r4cirmn APPRGVED 3/4" DIAMETER GALVANIZED STEEL BAR (4) 1/4"x2"X8"GALVANIZED STEEL STRIPS. BEND AND WELD (2) 1/4"x3"GALVANIZED STEEL STRIPS TO FRAME,SPACE UNIFORMLY VERIFY ANGLE OF BEVEL WITH RACK SUPPLIER. 1:1 OR GREATER REQUIRED e; + VARIES STORM DRAIN PIPE (12"0 OR LARGER) 0 6" MAX. SPACING DRILL THROUGH PIPE MATERIAL &STEEL STRIPS. BOLT WITH 1/2" S. STEL. HEX BOLTS 3/4"DIAMETER GALVANIZED STEEL BARS. WELD ENDS TO FRAME NOTES: 1. WELD AT ALL JOINTS. 2. SHOP DRAWINGS REQUIRED. 3. ALL STEEL IN PLATES, BARS AND BANDS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36. 4. DEBRIS CAGE SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH AASHTO M111 (ASTM A123). 5. GALVANIZING SHALL BE PER WSDOT STD. SPECIFICATION 9-05.16. 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 3 WAgh,� �� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. N" �a�� CITY OF KENT A�l `�k' 0 ENGINEERING DEPARTMENT • KENT TRASH SCREEN WASHINGTON 29 DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK �Ss10NAL CHECKED COK DATE 2,2019 ENGINEER 5-20 APPROVED WIRE FABRIC NEWLY GRADED OR 3 DISTURBED SIDE SLOPE 2 2 FILTER FABRIC MATERIAL z FLOW \ \ N Z" 1 WASHED _ ROCK z NATIVE BACKFILL MATERIAL OR �O 3/4"-1.5"WASHED GRAVEL 6"x6" JOINTS IN FILTER FABRIC TRENCH SHALL BE SPLICED AT POSTS. USE STAPLES,WIRE RINGS, u OR EQUIVALENT TO ATTACH FABRIC TO POSTS. SECTION A-A 2"x2"x14 GAUGE WELDED WIRE FABRIC OR FILTER FABRIC MATERIAL WIRE RINGS EQUAL(IF 180# EXTRA STRENGTH FABRIC MIRAFI 100X OR QUIVALENT A "P) IF USED MAY ELIMINATE WIRE FABRIC) Fl 777 STEEL OR 2x4 A 1 WOOD POSTS I 11 6'O.C. INSTALLATION NOTES: ELEVATION 1. FILTER FABRIC FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE AFTER THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.THE NEWLY DISTURBED AREAS RESULTING FROM FILTER FABRIC REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED OR STABILIZED AS APPROVED BY THE ENGINEER. 2. FILTER FABRIC FENCES SHALL BE INSPECTED NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT IMMEDIATELY AFTER EACH RAINFALL AND AT tl AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE LEAST DAILY DURING PROLONGED RAINFAL �j��REr ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ANY REQUIRED REPAIRS SHALL BE MADE pF WA4�,j THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. IMMEDIATELY. CITY OF KENT 0 ENGINEERING DEPARTMENT 3. REMOVE SEDIMENT WHEN IT REACHES 1/3 FENCE HEIGHT. KENT FILTER FABRIC FENCE w..H "oro" 4. INSTALL THE SILT FENCE FIRST. AFTER 29 THE SILT FENCE HAS BEEN INSTALLED, DESIGNED COK SCALE NONE STANDARD PLAN CONSTRUCT BERM AND TRENCH. DRAWN COK �s�IONAL CHECKED COK DATE is/sots APPROVED ENGINEER 5-3 '4b _ PUBLIC CATCH BASIN MARKER 40 • r PRIVATE CATCH BASIN MARKER NOTE: 1. CATCH BASIN MARKER SHALL BE AFFIXED WITH MANUFACTURER'S EPDXY IN DRY WEATHER,40 DEGREES AND WARMER. IF CURB EXISTS, MARKER IS PLACED ON TOP OF CURB. IF RAISED EDGE PAVEMENT, MARKER PLACEMENT IS ON THE WEDGE. IF NEITHER EXIST, MARKER WILL BE PLACED ON SIDE LEAST EXPOSED TO TRAFFIC. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT i AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 3 WAgh,� �� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. N" �a�� CITY OF KENT A�l `�k' 0 ENGINEERING DEPARTMENT • KENT STORM DRAIN MARKERS WASHINGTON 29 DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK I �SSIQNAL CHECKED COK DATE 1yz" APPROVED ENGINEER 5-37 3/8" EXPANSION JOINT FULL DEPTH BOND BREAK MATERIAL: (TYP.)SEE NOTE 2 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL. SEE NOTE 6 CB FULL WIDTH ADA DETECTABLE WARNING SURFACE(TYP.) °I =�o o CURB RAMP t FULL DEPTH BOND BREAK MATERIAL: OR 6RIVEWAt 4 p ° 30 LB ROOFING FELT,6 MIL PLASTIC <° 4 OR APPROVED EQUAL. SEE NOTE 6 1/4"WIDE x 25%SLAB DEPTH (1"MIN.) CONTRACTION/CONTROL JOINT(TYP.)SEE NOTE 4 3/8" EXPANSION JOINT CB (TYP.)SEE NOTE 2 SEE KENT STANDARD PLAN SECTION 5 FOR BLDG ADDITIONAL CB GRATE 1/4"WIDE x 25%SLAB DEPTH °° °, ° REQUIREMENTS (1" MIN.)CONTRACTION/CONTROL JOINT(TYP.)SEE NOTE 4 ° 3/8" EXPANSION JOINT (TYP.)SEE NOTE 1 LEGEND: A — —�— ° A BOND BREAK JOINT EXPANSION JOINT ----- CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: 4"THICK SIDEWALK 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL NOTES: SECTION A-A 1. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED 6. INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES, POSTS, INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED 1/4"RADIUS EDGING TOOL.ON SEPARATE POUR INSTALL AREAS.JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF BOND BREAK JOINT MATERIAL FULL DEPTH BETWEEN THE AASHTO M33(ASTM D994). CURB OR THICKENED EDGE,ADA RAMP AND THE ADJACENT SIDEWALK. 2. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS AT 150 FOOT 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND MAX.INTERVALS,AT SIDES OF DRAINAGE INLETS AND AT P.C.AND P.T. OF OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS CURB RETURNS,WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE SLIP-FORMING,A PREMOLDED STRIP UP TO 1/2"THICK AND UP TO FULL GRADE OF THE SURROUNDING SIDEWALK. SUCH DEPTH MAY BE USED. APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 3. EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE JOINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR SEPARATED BY PLANTING STRIP. 4. CONTRACTION/CONTROL JOINTS NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT tl AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE CONSISTING OF 1/4"WIDE x 25%SLAB ��FREr ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT DEPTH SHALL BE TOOLED INTO ��& WAghr1�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONCRETE FINISH AND SHALL BE MADE IN SIDEWALK AT FIVE FOOT INTERVALS, q ���� CITY OF KENT INTERMEDIATE TO THE EXPANSIONS v.�Y 0 ENGINEERING DEPARTMENT JOINTS. CURB AND SIDEWALK JOINT KENT 5. AS ALTERNATIVE TO EXPANSION JOINTS 29 wws"i"o*o" EXAMPLE AROUND STRUCTURES, REINFORCING DESIGNED coK BARS MAY BE EMBEDDED IN CONCRETE a, SCALE NONE STANDARD PLA DRAWN COK N d 7f ON FOUR SIDES OF STRUCTURES. NAL CHECKED COK I DATE 12/2019 6-34 APPROVED ENGINEER EXPANSION 150'MAX. BROOMED FINISH JOINT(TYP.) 5 5 PERPENDICULAR SEE DETAIL"A" 4"SHINE TYP. 2"SHINE TO PEDESTRIAN FINISH \ FINISH TRAVEL(TYP.) EXPANSION JOINT(TYP.) SIDEWALK SEE DETAIL"A" WIDTH V�ARIES PLANTER STRIP CONTRACTION/CONTROL \\ (WHEN REQD) JOINT(TYP.)SEE DETAIL"B" \\ CURB AND GUTTER \ SS EXPANSION JOINT FOR NEW SEWER CONSTRUCTION; EXPANSIOFJ�OINT (TYP.)SEE DETAIL"A„ STAMP FACE OF CURB WHERE SIDE \ (TYP.)SEE A" SEWER CROSSES PERPENDICULAR TO CURB. 3"HIGH LETTERS 1/4"DEPTH. 150'MAX. 4"SHINE 2"SHINE FINISH FINISH 4" a a 4" a '°o \°o 7 0o c7 2" 3/8"x FULL DEPTH EXPANSION JOINT 2" CONTRACTION/CONTROL MATERIAL, 150' MAX. O.C. SEE NOTES JOINT, 5'O.C.SEE NOTE 2 DETAIL"A" DETAIL"B" EXPANSION JOINT CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: PEDESTRIAN TRAVEL DIRECTION — 4" 1.5% 30 LB ROOFING FELT,6 MIL PLASTIC SHINE MAX OR APPROVED EQUAL DRIVEWAY FINISH SIDEWALK SEE NOTE 6 1.5% 4' 4"CONCRETE PER WSDOT op o000 000 0°00�i� i STD. SPECIFICATION 8-14 4" MIN. � °� `y`�� °o �" 6"CEMEN CONCRETE DRIVEWAY APRON 3/8"x FULL DEPTH 2"CRUSHED SURFACING AND GUTTER FOR RESIDENTIAL DRIVEWAYS. EXPANSION JOINT TOP COURSE 8"REINFORCED CEMENT CONCRETE APRON MATERIAL,SEE CURB,GUTTER AND SIDEWALK CROSS SECTION AND GUTTER FOR COMMERCIAL DRIVEWAYS. NOTE 1 DRIVEWAY CROSS SECTION NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8"x FULL DEPTH AND SHALL BE 7. WHERE SIDEWALK CROSSES HYDRANT LATERAL; CENTER 3'WIDE PANEL ACROSS LATERAL,USE EXPANSION JOINT,SEE KENT PLACED AT 150'O.C.SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE STANDARD DETAIL 3-1. IN CONFORMANCE WITH WSDOT STD. SPECIFICATION SECTION 9-04.1 (4). 8. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND OTHER 2. CONTRACTION/CONTROL JOINT SHALL BE 1/4"WIDE BY 25%SLAB DEPTH; APPURTENANCES WITHIN THE SIDEWALK LIMITS MUST INCLUDE A 1" DEEP FOR 4"SLAB, 1.5" DEEP FOR 6"SLAB,2" DEEP FOR 8"SLAB, AT 5' SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SPACING. SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB &GUTTER AND SIDEWALK AT P.C. &P.T.AT NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ALL CURB RETURNS AND ALL ANGLE POINTS. � ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER FREtT AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF 4. FORM AND SUB-GRADE INSPECTION �l pF WAq�I�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. REQUIRED BEFORE POURING CONCRETE. �o CITY OF KENT ENGINEERING DEPARTMENT 5. EXPANSION JOINTS IN SIDEWALKS AND CURBS SHALL BE ALIGNED WITH EACH KENT EXPANSION AND OTHER AND NOT OFFSET. Wns„,„o, CONTRACTION/CONTROL JOINTS 296 6. DESIGN SIDEWALK CROSS GRADE SHALL DESIGNED COK DRAWN COK SCALE NONE STANDARD PUN BE 1.5%. CONSTRUCTION TOLERANCE ���IONAL F CHECKED COK DATE 9/2020 SHALL BE 1%MIN AND 2%MAX. APPROVED ENGINEER 6-35 WIDTHS VARY �E MFryr 11( 1.5 6'MIN.CEMENT CONCRETE TRANSITION RAMP 4'MIN. R1a ?s - - .A r. ASPHALT OR CONCRETE TRANSITION PANEL ASPHALT SHOULDER VARIES 4'-10',TAPER TO MATCH EXISTING 4'MIN. 1:1 TAPER SHOULDER WIDTH, WIDTHS VARY TYPE I SEE NOTE 4 CO AfSryT.: 6'MIN., 15'MAX. -:' SAD 1•Sgb TRANSITION RA PE "= All NCR - FIXED PEDESTRIAN BARRICADE.SEE KENT - SRO STANDARD PLAN 6-71h _ - 1 "t ASPHALT OR CONCRETE TRANSITION PANEL TYPE U NOTES: CEMENT CONCRETE 6'MIN. 4'MIN. 1. SEE ROADWAY CRO55 SECTION SIDEWALK AND RAMP 15'MAX. MATCH EXISTING OR DETAILS FOR SIDEWALK WIDTHS. PROPOSED SURFACE i 2, SHOULDER SHALL BE SURFACED TO 7,5%MAX c ASPHALT CONCRETE MATCH ADJACENT ROADWAY;PAVED - 1.5%MAX SHOULDER SHOULDER SLOPE SHALL MATCH CROWN !� SLOPE OR 0.02 FT./FT. 3. SEE STANDARD PLAN 6-34 FOR CURB CRUSHED SURFACING AND SIDEWALK JOINTS. TOP COURSE SECTION A-A 4. 10'MIN.ASPHALT TAPER IF NO PAVED SHOULDER. NOTE:THIS PLAN I5 NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER 5. ACCESS COVERS,JUNCTION BOXES, r,F RAY AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF CABLE VAULTS AND OTHER pF �AS�I � KENT.A COPY MAY BE OBTAINED UPON REQUEST. APPURTENANCES WITHIN THE 4� 5' 'i' SIDEWALK LIMITS MUST INCLUDE A � CITY �' � ENOINEERING KENT NCi DEPARTMENT SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING P CEMENT CONCRETE SIDEWALK SIDEWALK. SUCH APPURTENANCES a3 KENT END TRANSITIONS SHALL NOT BE PLACED WITHIN THE �� 3829s �o o. SLOPES OF ADA RAMPS OR DRIVEWAY p,£ �'GIST oesicNED coK STANDARD PLAN WINGS. �iq C,1 0 N COK SCALE h{6NE `�tONAL Y' CHECKED COK DATE _ D�2423 ^39 APPROVEQ FACE OF CURB OR 'MIN 2'-6" y MIN NOTES: EDGE OF PAVEMENT (TYP) MIN. (TYP) 1. ASPHALT CONCRETE MIX SHALL BE HMA PER KDCS 6,16. cn 2. ALL TRENCH BACKFILL SHALL BE CSTC,WSDOT STD. SPEC.9-03.9(3). 3. ALL SAW CUTS SHALL BE VERTICAL AND IN STRAIGHT LINES AS DIRECTED BY ENGINEER PER WSDOT STD. SPEC.5-04,3(5), 4/ 4. UNIFORMLY TACK ALL ASPHALT VERTICAL AND HORIZONTAL FACES AND SEAL ALL SURFACE SAW CUT ! JOINTS PER WSDOT STD.SPEC.5-G4.3(5)AND 5.04.3(5)A,MECHANICAL APPLICATION OF TACK WHERE POSSIBLE,IF NOT,BROOM APPLY BY HAND TO ACHIEVE A A UNIFORMITY. S. HOT MIX ASPHALT SHALL BE AT LEAST 6 INCHES THICK ON LOCAL STREETS;8 TO 10 INCHES THICK ON ARTERIALS. 6. PAVING FABRIC(IF FOUND)WILL NOT REQUIRE REPLACEMENT. / J 7. TEMPORARY TRAFFIC MARKINGS SHALL BE PLACED IN KIND IMMEDIATELY AFTER PAVING AND PERMANENT STRIPING SHALL BE REPLACED WITHIN 21 DAYS OF THE FACE OF CURB OR PAVING OPERATION. EDGE OF PAVEMENT —SEAL SURFACE]DINTS PLAN B. COMPACTION REPORTS ARE REQUIRED AS OUTLINED IN SECTIONS 2.4 AND 2.5 OF THE KDCS AND 2-03.3(14)D WITH AR 4000(TYP) AND E OF THE WSDOT STD.SPEC.ADEQUATE NOTICE 50'MIN 35'MIN FOR SCHEDULING THESE SERVICES SHALL BE GIVEN ARTERIAL ROADS EACH WAY EACH WAY 2"GRIND AND CONSIDERATION IN PERFORMING THE WORK, 2"GRIND AND OVERLAY OVERLAY ALL OTHER ROADS 4'-6"MIN. T-CUT 2"HMA PER KDCS 6.16 MIN TRENCH SAW CUT MIN EXISTING ASPHALT CONCRETE SURFACE(TYP) a 1 EXISTING ASPHALT •� 4.,- a GRIND EDGE OR SAWCUTTO PROVIDE A VERTICAL FACE 6"-10"OF HMA SEE NOTEE 6 (TYP)SEE NOTES 3 AND 4 PER KDCS 6.16 ROADWAY SEE NOTES 1 AND 5 NATIVE SOIL � RESTORATION SEE KENT STANDARD PLAN ° CLASSIFICATIONS COMPACTED CSTC SEE NOTE 2 / ..t-= PIPE LONE BEDDING 50 FEET 6-2,6-3,6 4,6-7 AND 6 8 _ MATERIAL AS REQUIRED EACH WAY BY UTILITY ^ .ti 35 FEET 6-5,6-6,6-9,6-10,6-11, '-6"MIN. EACH WAY 6-12,6-13,6-14 AND 6-15 2 SECTION NOTE:THIS PLAN 15 NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER KDCS=KENT DESIGN AND FFREr AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF CONSTRUCTION pF WAg�. � KENT.A COPY MAY BE OBTAINED UPON REQUEST. STANDARDS, a�'�y CITY OF KENT ► y ENOINCEMNO Df:PARTMrNT FLEXIBLE PAVEMENT PATCHING KENT W.—IS-TON TRANSVERSE CUT 38296 �q D�ynn (8 aa�L7 HONE DESIGNED COK STANDARD PLAN VS �tti DRAWN COTS ' �ItDj�TAl. El CHECKED COK DATE 8ZL 3 fi--fi4 dtli11FER APPROVED 7'-8" LANE MARKING'S STANDARD VEHICLE WHEEL PATH WHERE THEY OCCUR 3'MIN. 4'-6"MIN. 3'MIN. T-CUT 1'MIN. TRENCH SAWCUT 1' MIN. (TYP) (TYP) x SEAL WITH SURFACE JOINT - - - - - - - �� AR 4000 % w SEE NOTE 5 EXISTING ASPHALT �� �� o �% z Lu 0.17' MIN. HMA PER KDCS 6.16 �,,� Lu cn GRIND AND OVERLAY i \ 6"-10" MIN.OF HMA PER KDCS PIPE ZONE BEDDING 6.16 OR COMMERCIAL HMA 1" MATERIAL AS w REQUIRED BY UTILITY �� PER KDCS 6.16 SEE NOTE 4 �j INITIAL TEMPORARY TRENCH PATCH 0.25'MIN. HMA PER KDCS 6.16 CRUSHED ROCK 95% ���! COMPACTION REQUIRED 2'-6" MIN. ON CSTC. FULL LANE WIDTH GRIND AND OVERLAY START AND END 10 FT BEYOND TRENCH LIMITS(TYP) KDCS = KENT DESIGN AND CONSTRUCTION STANDARDS. NOTES: 1. ALL TRENCH BACKFILL SHALL BE CSTC PER WSDOT STD. SPEC. 5. PAVING FABRIC(IF FOUND)WILL REQUIRE 4"MIN. OVERLAY. 9-03.9(3),OR CONTROLLED DENSITY FILL. 6. COMPACTION REPORTS ARE REQUIRED AS OUTLINED IN SECTION 2. ALL SAW CUTS SHALL BE VERTICAL AND IN STRAIGHT LINES AS 2.4 AND 2.5 OF THE KDCS AND 2-03.3(14)D AND E OF THE DIRECTED BY ENGINEER PER WSDOT STD.SPEC. SECTION WSDOT STD.SPEC.ADEQUATE NOTICE FOR SCHEDULING THESE 5-04.3(5). SERVICES SHALL BE GIVEN CONSIDERATION IN PERFORMING THE WORK. 3. UNIFORMLY TACK ALL ASPHALT VERTICAL AND HORIZONTAL FACES AND SEAL ALL SURFACE SAW CUT JOINTS PER WSDOT 7. ALL DEPTHS ARE MINIMUM COMPACTED DEPTHS. STD. SPEC. 5-04.3(5)AND 5.04.3(5)A. MECHANICAL APPLICATION OF TACK WHERE POSSIBLE,IF NOT, BROOM APPLY BY HAND TO ACHIEVE UNIFORMITY. 4. HOT MIX ASPHALT SHALL BE AT LEAST 6 INCHES THICK ON LOCAL STREETS; 8 TO 10 INCHES THICK ON ARTERIALS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT t AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �jV FREi ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WAghr1�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT FLEXIBLE PAVEMENT PATCHING KENT OTON LONGITUDINAL CUT 29 DESIGNED COK SCALE NONE STANDARD PLAN day 7f DRAWN COK IONAL CHECKED COK DATE 2/2020 C_G`+ APPROVED ENGINEER V V V TACK SIDES WITH CSS-1, PATCH -TACK COAT FILL HOLE WITH TO 12" EXISTING SURFACES SEAL JOINT CORE DRILL 8 THICK. MATCH EXISTING 2' WITH AR-4000 EXISTING MAX. PAVEMENT DEPTH OR EQUIVALENT PAVEMENT EXISTING � EXISTING ASPHALT PAVEMENT A /PAVEMENT I I -I� 1 11=1 11=1 I II 6" MIN. (TYP) F- CONTROLLED DENSITY - FILL OR COMPACTED CONTROLLED DENSITY - / _ CRUSHED ROCK FILL OR COMPACTED EXISTING UTILITY CRUSHED ROCK - EXISTING UTILITY OPTION 1-DRILL OPTION 2-SAWCUT 2' SAWCUT, SEE NOTE I UTILITY 8"CORE,SEE NOTE 2 NOTES: 1. TO BE USED FOR NO-CUT AND GRIND AND OVERLAY STREET RESTORATION CLASSIFICATIONS. FULL WIDTH RESTORATION WILL BE REQUIRED IF PATCHES FAIL. 2. THE EXISTING PAVEMENT SHALL BE CUT FULL DEPTH WITH AN EIGHT INCH DIAMETER CORE DRILL.THE SUBBASE MATERIAL SHALL BE REMOVED USING A VACUUM EXCAVATOR, KEEPING THE EXCAVATION AS MINIMAL AS POSSIBLE. 3. BACKFILL THE EXCAVATION WITH A SIX INCH CUSHION OF CSTC OVER THE UTILITY THEN FILL THE REMAINING VOID WITH CDF OR COMPACTED CSTC TO THE BOTTOM OF THE EXISTING ASPHALT PAVEMENT. 4. REPAIR THE CORED PAVEMENT SECTION WITH HMA CLASS Y2" PG 64-22 AND SEAL THE JOINT. 5. IF THE OPENING IS LARGER THAN THE 8 INCH CORE,THE PAVEMENT RESTORATION WILL INCLUDE A 2' BY 2'PATCH CENTERED ON THE EXCAVATION. 6. IF THE EXCAVATION IS LARGER THAN 2' BY 2',THE STANDARD GRIND AND NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN OVERLAY RESTORATION SHALL BE - ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER USED. T p AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��OF WASj�r1 KENT.A COPY MAY BE OBTAINED UPON REQUEST. 7. PAVEMENT CORES SHALL BE CITY OF KENT STAGGERED BETWEEN LANES WITH `gz Z ENGINEERING DEPARTMENT A 50'MIN. DISTANCE BETWEEN CORES AND OUTSIDE WHEEL KEN T PAVEMENT RESTORATION FOR TRACKING PATHS. Ww9„,„,,,„ WINDOW CUTS OR POT HOLING 29 8. CORE=POTHOLE=WINDOW. DESI NED COK SCALE NONE STANDARD PLAN NAL CHECKED COK I DATE 9/2020 6-69 ENGINEER APPROVED 8"RISER RING DIMENSIONS A 1 3/8" 1 7/8" 2 7/8" cccc� I w (SIZE) 11"DIA. � 9 1/2"DIA. � I� �1 O 3/4"in A N USP 8"DIA. PLAN OF COVER 9 1/16"DIA. PLAN OF 8"DIA. RISER FINISHED GRADE I FINISHED GRADE CONCRETE ASPHALT PAVEMENT PAVEMENT 9 1/4"DIA. COVER 4"MIN. 3" BRASS ASPHALT DISC 3/8" PAVEMENT 77 ° a 3" RISER r, 0oo� 5/8" I Ln a ° r. CONCRETE AS _ _ _ _ _ a c~n SPECIFIED FOR ° u~i 4 ROADWAY ° VOID OF a ° co MATERIAL 64 a ° ° ° 10"- 12" ° a 5 1/2 Q ° 8" DIA. ° 1"MIN./6"MAX. Lu w CONCRETE _ w ° a u COLLAR � oC ° a w ° w cl- z O O ° ° ° z a O OO ° a ° O w MONUMENT ° z Lu °C oO O 5 3/4"R.I v 11 N2" o M z =1 NATIVE MATERIAL-III =1 =1 NOTES: SECTION a 1. MONUMENT CASE AND COVER- EAST 5. CONCRETE SHALL BE A"COMMERCIAL CLASS" JORDAN IRON WORKS, PART NO. 369505 CONCRETE OR AS OTHERWISE SPECIFIED. OR PRE-APPROVED ALTERNATIVE. 6. PAVEMENT SHALL BE AS SPECIFIED. 2. MONUMENT CASE RISER-EAST JORDAN 5 1/2"~ IRON WORKS, PART NO. 1 1/2"-369590 7. FOR ALTERNATE DIAMETER RISERS SEE PLAN OF MONUMENT 2" -369592 KSP 6-72b. 3" -639594 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OR PRE-APPROVED ALTERNATIVE. tl AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 3. MONUMENT POST-SHOPE CONCRETE �VFREr ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT PRODUCTS, PART NO. 104 OR ��pF WAgNI THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. PRE APPROVE ALTERNATIVE. CITY OF KENT o� ENGINEERING DEPARTMENT 4. THE CASTINGS SHALL BE GRAY-IRON U STANDARD MONUMENT, CASTINGS,ASTM DESIGNATION A-48, KENT MONUMENT CASE, COVER CLASS 35B.THE COVER AND SEAT SHALL 29 "'"'"'"°T°" AND RISER BE MACHINED SO AS TO HAVE PERFECT 'W DESIGNED COK STANDARD PLAN CONTACT AROUND THE ENTIRE v' DRAWN COK SCALE NONE CIRCUMFERENCE AND FULL WIDTH OF S�IONAL CHECKED COK DATE 12/2019 BEARING SURFACE. APPROVED ENGINEER 6-72a ATTACH SIGNS 30"AND UNDER HEAVY DUTY BUCKLE TYPE 201 WITH 2 DRIVE RIVETS AND BLACK INSULATED WASHERS,SEE NOTE 5 ATTACH SIGNS 36"AND OVER WITH CORNER BOLTS AND BLACK FLARED LEG BRACKETS INSULATED WASHER,SEE NOTE 6 SS 0.030 BAND-IT BRACKET SEE NOTES 9 AND 10 OR APPROVED EQUAL 0 SIGN POST SQUARE 2"x 2", 0 0 14 GAGE.ALL HOLES 0 PRE-PUNCHED 0 0 CORNER BOLT, 3" SEE NOTE 6 0 0 FINISHED GRADE X 0 5/16"X 1"SS 0 BOLTS WITH 0 BLACK 0 INSULATED 0 SET FOUNDATION ON WASHERS 0 UNDISTURBED NATIVE SOIL 0 OR COMPACTED MATERIAL 0 SET ANCHOR PLUMB AND 3" Lo TRUE,SEE NOTE 3 CONCRETE BASE SHALL BE MOUNTING ON STREET LIGHT POURED IN PLACE AROUND STANDARD OR SIGNAL POLE ANCHOR WHILE PREVENTING G CONCRETE FROM ENTERING 6" I THE ANCHOR MIN.. NOTES: 1. METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE,OR 5. DRIVE RIVETS TO BE TL3806 3/8" DIAMETER APPROVED EQUIVALENT. 6. CORNER BOLTS TO BE TL070M.JAMNUTS TL062 AND 3/8" 2. FOR IN-SIDEWALK INSTALLATIONS,CORE AN 8" DIAMETER GALVANIZED WASHER WITH BLACK INSULATED WASHER. HOLE PRIOR TO EXCAVATION. 7. SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME 3. ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO SIGN DETAILS. 24"OR SIGN POST BASE PLATE INSTALLATION TYPE B(SEE DETAIL 6-82b) MAY BE USED; ONLY IF APPROVED BY THE CITY 8. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE OF KENT.ANCHOR SHALL HAVE 4 EACH 7/16" DIAMETER MAINTAINED BY THE PROPERTY OWNERS. HOLES ONE EACH SIDE 2" FROM TOP. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 9. ALUMINUM SIGN BLANK THICKNESS; GRADE B, 7 GAUGE,2 1/2"x 2 1/2"TELESPAR ANCHOR OR WARNING AND REGULATORY 30"AND UNDER-0.080". APPROVED WARNING AND REGULATORY 36"AND OVER -0.125" EQUIVALENT. 10. SHEETING MATERIAL: 4. POST SHALL BE ROLLED CARBON SHEET STEEL,ASTM A1011 WARNING AND REGULATORY- 3M HIGH INTENSITY PRISMATIC GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M120 SCHOOL SIGNS-3M DIAMOND GRADE DG3 YIELD STRENGTH 60,000 PSI MIN. SQUARE POST SHALL HAVE LEGENDS,SYMBOLS AND BORDERS-3M ELECTROCUT FILM 7/16" DIAMETER PRE-PUNCHED HOLES ON 1"CENTERS FULL LENGTH, FOUR SIDES. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN FREfELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER WAS� A � AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��OF I � KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • SIGN POST INSTALLATION WASHINGTON KENT TYPE A 29 DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK NAIL CHECKED COK DATE 7/2020 APPROVED G_Q r�Q ENGINEER V O L o ve 110 1 0 ❑ CORNER BOLT NOTES; p 0 1. SEE STANDARD PLAN 6-84 FOR DRIVE RIVET- -o-0 ❑ STREET NAME SIGN DETAILS. �2 �O 7 p 0 2. PRIVATE STREET NAME SIGNS CORNER BOLT AND PRIVATE SIGN POSTS ARE I„(T,P) --4 SQUARE METAL O ❑ MAINTAINED BY THE PROPERTY POST,SEE OWNERS. CANTILEVER MOUNTING STANDARD PLAN O 4 6-82a 3, "NO OUTLET"SIGNS SHALL HAVE O 0 AN ARROW SHOWING WHICH u, DIRECTION DOES NOT OUTLET. O 0 a a 4. CORNER BOLTS TO BE PART# ❑ c w TL070M WITH PART#TLO62]AM a a NUTS.DRIVE RIVETS TO BE PART O a #TL3806. O ow x O o SIDEWALK C FINISHED 2'MIN.CLEARANCE _ O o FROM FACE OF CURB GRADE (ifl'MIN.CLEARANCE IF NO CURB) O TO EDGE OF SIGN O 1p C 0 0 t/ ❑ / Z 4 a O ANCHOR AND FOUNDATION, x f� SEE STANDARD PLAN 6-82a O ❑ \ O ❑ CONCRETE BASE SHALL BE POURED IN PLACE AROUND ANCHOR WHILE PREVENTING O ° \ CONCRETE FROM ENTERING THE ANCHOR f � ❑ a / Y t0 0 �.� � O a 4 �Jti NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER Liu / FREY AND APPROVED FOR PUBLICATION I$KEPT ON FILE AT THE CITY OF S�'a WA~gx� KENT.A COPY MAY BE OBTAINED UPON REQUEST- CITY OF I{ENT ENGINEERING DEPARTMENT J STREET NAME SIGN POST 3829 �'� 4 KENT Nr.mHirsrvK INSTALLATION COK 0�LI' T DESIGNED COK SCALE NONE STANDARD PLAN AL �� CHECKED tDK alzD24 Ij ENGftEL -8 R APPROVED SE 240 St A B 2" MIN. SPACE FOR CANTILEVER MOUNT(TYP.) Benson A B PUBLIC STREET NAME SIGNS(GREEN) 2" MIN. SPACE FOR CANTILEVER MOUNT(TYP.) Smith Ave Pvt A B PRIVATE STREET NAME SIGN (BLUE) SPEED LIMIT DIMENSIONS MPH A B MATERIALS: 35 AND BELOW 6" 9" BLANK MATERIAL: ABBREVIATIONS: 0.125' GAUGE ALUMINUM SIGN BLANK. 40 AND ABOVE 8" 12" AVENUE = Ave BACKGROUND: BOULEVARD = Blvd WHITE, 3M HIGH INTENSITY PRISMATIC REFLECTIVE CIRCLE = Cir COURT= Ct LEGEND: DRIVE = Or GREEN (PUBLIC STREET)OR BLUE(PRIVATE STREET) LANE = Ln 3M ELECTROCUT FILM; REVERSE CUT TO REVEAL WHITE LEGEND PARKWAY= Pkwy SERIES C- NUMBERS AND LETTERS; UPPER AND LOWER CASE; PLACE = PI UNLESS OTHERWISE NOTED ON PLANS. PRIVATE = Pvt ROAD= Rd NOTE: STREET= St WAY= Wy 1. ALL GROUND MOUNTED STREET NAME SIGNS SHALL HAVE THE SAME LEGEND ON BOTH SIDES OF THE SIGN BLANK. 2. PRIVATE STREET SIGNS SHALL ONLY BE NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN INSTALLED ON PRIVATELY OWNED ��F RE ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER POSTS. Y AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF OF WAS�I KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT GROUND-MOUNTED KENT STREET NAME 9 WASHINGTON SIGNS 2 DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK sjONAL CHECKED 777TOK DATE 7/2020 6-84 ENGINEER APPROVED VARIES SIGN MATERIALS: ABBREVIATIONS: BLANK MATERIAL: AVENUE= Ave 14" 0.125' GAUGE ALUMINUM BOULEVARD = Blvd 12" 18" SIGN BLANK. CIRCLE= Cir KENT COURT= Ct -"`"°" SE 240 St BACKGROUND: DRIVE= Dr WHITE, REFLECTIVE LANE = Ln 3M DIAMOND GRADE PARKWAY= Pkwy ALL SIGN CORNERS SHALL BE ROUNDED(TYP.) VIP DG3 PLACE= PI PRIVATE = Pvt 14" LEGEND: ROAD= Rd GREEN 3M E CUT STREET= 12" 18" FILM; REVERSESE CUT CUT W WAY= y KENT BensonTO REVEAL WHITE LEGEND SERIES C-NUMBERS AND LETTERS; UPPER AND LOWER CASE; UNLESS OTHERWISE NOTED ON PLANS LEGEND SHALL HAVE 3/4"(TYP.) CITY OF KENT AND STATE ROUTE LOGO: ROUNDED EDGES(TYP.) DIGITALLY PRINTED ON CLEAR AND APPLIED TO DG3. USE STATE ROUTE SYMBOL INSTEAD OF CITY LOGO ON STATE ROUTES (A): X=4'-0"OR LESS; 2 WINDBEAM ATTACHMENTS NOTES: (B): X = MORE THAN 4'-0"BUT NOT MORE THAN 8'-0"; 3 WINDBEAM ATTACHMENTS (C): X= MORE THAN 8'-0"; 4 WINDBEAM ATTACHMENTS 1. MOUNTING BRACKETS WITH (B): X/2 (C): STEEL STRAPS SHALL BE A EQUALLY SPACED STAINLESS STEEL BAND AND (A): X/4 (TYP.) (A): X/4 BUCKLE SYSTEM PRODUCT SIGNAL HEAD (B): V-0" (B): 1'-0" OR AN APPROVED EQUAL. BACK PLATE 6" (C): 1'-0" (C): 1'-0" 1 MOUNTING BRACKETS SHALL ' 0' MIN. BE UNIVERSAL CHANNEL MIN. 2' 6" MAX. CLAMPS; STEEL STRAPS ALUMINUM SHALL BE 3/4"(IN)WIDE "b WINDBEAM AND 0.030" (IN)THICK. *IC"l (TYP.) 2. ALL SIGNS INSTALLED ON MAST ARMS OR STANDARDS (WNDBEAMS.ALE SIGNS LEVELSHALL BE INSTALLED WITH SIGNAL HORIZONTAL EDGES LEVEL. STANDARD A SKEWED WINDBEAM IS BACK OF SIGN PANEL BASE � REQUIRED ONLY WHEN THE SIGN IS MOUNTED WITHIN MAST ARM 12"(IN)OF THE MAST ARM BASE(SEE DETAIL"A"). 50 SEE NOTE 2 UNIVERSAL CHANNEL " - CLAMP,SEE NOTE 1 3. THE STREET NAME SIGN SHALL BE A MAXIMUM OF 36 SQUARE FEET AND THE SIGN BACK OF WINDBEAM HEIGHT IS A MAXIMUM OF 3' SIGN PANEL HEAVY DUTY (FT); SIGNS LARGER THAN BUCKLE TYPE 201 36 SQUARE FEET REQUIRE A 3/16"(IN)ALUMINUM SPECIAL DESIGN MAST ARM RIVET(TYP.) 4" (IN) AND SIGNAL POLE. MAX.SPACING STEEL STRAP BACK OF TYPICAL MAST ARM INSTALLATION SIGN PANEL I NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT ONIC DUPLICATE.THE ORIGINAL, IGNED BY THE Il E ENGINEER RAN AND FOR PUBLICATION SIS KEPT ON FILE AT DETAIL A ��0 WA THE THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. (TYP.)FOR EACH CONNECTION CITY OF KENT ENGINEERING DEPARTMENT KENT MAST ARM MOUNTED 29 wwsNixo.c" STREET NAME SIGN DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK g101\TAI� CHECKED COK DATE 6/2020 ENGINEER 6-85 APPROVED BRACKET OR MAST ARM LENGTH 2" N.T.S. SHOWN ON STREET LIGHTING PLANS SLIP FITTER WIRE HOLE WITH POLE CAP ALLOY43 1"I.D. RUBBER -_ - _ 20 WITH S.S. SCREWS LGROMMET SEE DETAIL 6-86A FOR STRAIN RELIEF io =TAPEREDBRACKET 0.125"WALL ALLOY 6063-T6 EXTRUDED POLE PLATE ALLOY 6063-T6 WITH 1/2"-.13 NC ALUMINUM HARDWARE TAPERED ALUMINUM TUBE 0.250 WALL ALLOY 6063-T6 MOUNTING SATIN GROUND FINISH HEIGHT SHOWN ON STREET LIGHTING PLANS 3'-6"MIN. 2'-0" MIN. SIDEWALK DRIVEWAY GROUND LUG WITH NO. 151 HANDHOLE(4"x6" NOMINAL) N MAX. FACE 3/8" DIAMETER ALLOY A356 T6 NON-FLUSH WITH 10' MIN. OF HOLE OPPOSITE COVER AND S.S. HEX. HEAD SCREWS LUMINAIRE CLEARANCE CURB (FRAME TAPPED 1/2" .13 NC FOR FROM DRIVEWAY HANDHOLE CL GROUNDING). MOUNT ON SIDEWALK SIDE PLAN VIEW BASE FLANGE ALLOY A356 T6 WITH BOLT COVERS AND S.S. HEX. HEAD SCREW o GROUT BETWEEN BASE FLANGE AND FOUNDATION IF A BREAKAWAY COUPLER IS NOT REQUIRED I I I I BREAKAWAY COUPLER SEE SECTION d SEE CURB AND GUTTER DETAILS 6.14.0 AND STANDARD PLAN 6-89 FOR ADDITIONAL INFORMATION FOR FOUNDATION AND J-BOX. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT tl AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE NOTES: �j��REr ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WAghrj�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 1. SEE WSDOT STANDARD CITY OF KENT SPECIFICATION SEC.8-20.2(1) 0 ENGINEERING DEPARTMENT 2. MOUNTING HEIGHT INCREASES BY 6"WHEN BREAKAWAY 29 KE"* T CITY LIGHT STANDARD WASHIOTON COUPLINGS ARE USED. DESIGNED COK SCALE NONE STANDARD PLAN day 7f DRAWN— NA CHECKED COK DATE 12/2019 C_ `+ APPROVED ENGINEER V 8 V 3/4"ROMEX CONNECTOR WITH LOCKNUT N L2"x3/4"REDUCING WASHER FRONT VIEW SIDE VIEW SINGLE OR DOUBLEMAST ARM AS REQUIRED 2"N.P.S. SLIP FITTER POLE AND BRACKET CABLE PER WSDOT 9-29.3(2)D MAST ARM WIRING DETAIL NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN i.- ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER I C AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. c� CITY OF KENT ENGINEERING DEPARTMENT • KENT STRAIN RELIEF DETAIL w—xiworox y DESIN OKED COK COK SCALE NONE STANDARD PLAN j � CHECKED C DATE 12/2019 6—8 6 a APPROVED ENGINEER CITY LIGHT STANDARD,SEE KENT STANDARD ROADWAY PLANS 6-86,6-87,6-88,6-90,6-91,6-92 A OFF-SET DISTANCE SHOWN ON THE LIGHTING PLANS T-6"MIN. vv vv vv vv vv vv SEE NOTE 2 - DeT a /VAA/VA/VA/VA/VA/VA a a 6�� V /�//VA//VA//VA//VA//A a 6 (TYP.) �vv�vv�vv�v� (TYP.) a ° /AAA/AAA/AAA/AAA/AAA/� ° � a BOLT PATTERN TO BE SUPPLIED /vvivvivv a ° ° � /A/jA//A//A/jA//A/ BY THE LIGHT STANDARD _4° /VA/VA/VA/VA/VA/VA SIDEWALK MANUFACTURER � j SQUARE OR ROUND. � PLANTER v� /\ ° a �wiwiwiwi/vvi 4"THICK CONCRETE a FACE OF CURB a a vv vv vv vv vv vv a d a a ° ° ° a A PLAN VIEW WSDOT JUNCTION BOX TYPE 1 FOR LIGHTING CONDUITS,TYPE 2 IF 1'-6" V-6" LIGHTING AND COMMUNICATION DIMENSION SHALL MATCH THE ENTER THE SAME JOX BOX, REQUIREMENTS OF THE APPROVED SEE NOTE 2 BREAKAWAY COUPLING I - 4"THICK CONCRETE z 41 11 1[ GROUND WIRE WITH COIL z (GROUND LID TO BOX) 6" MIN. 5/8"MINUS CRUSHED ROCK a PVC CONDUIT TO NEXT JUNCTION BOX iO ° 2"MINIMUM DIAMETER SCHEDULE 80 PVC CONDUIT a CONCRETE CLASS 4000P 4 EACH 4 ° ° ° a° 4 EACH#4 REBAR EQUALLY #7 REBAR a SPACED HOOPS NOTES: SECTION A-A NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 1. ALL MATERIALS AND WORK SHALL t AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE CONFORM TO THE CITY OF KENT AND �j��REi ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE STATE OF WASHINGTON DESIGN pF 'NAShrj�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. STANDARDS. q G> o� CITY OF KENT ENGINEERING DEPARTMENT 2. LOCKING LID STANDARD DUTY � JUNCTION BOX PER WSDOT • LIGHT STANDARD FOUNDATION STANDARD PLAN 3-40.10 SHEETS 1 KE„OTON NT AND JUNCTION BOX AND 2.ALL LIDS SHALL BE 29 TACK-WELDED AT TWO POINTS FOR DESIGNED coK STANDARD PLAN SECURITY AFTER THE FINAL d DRAWN COK SCALE NONE INSPECTION AND ACCEPTANCE. �IONAL CHECKED coK DATE 12/2019 6_89a APPROVED ENGINEER 4"THICK CONCRETE PAD EXTENDING A MINIMUM OF 6"BEYOND THE JUNCTION STREET LIGHT STANDARD WILL BE LOCATED BOX AND FOUNDATION,ALL SIDES USING THE OFFSET DISTANCES SHOWN ON THE STREET LIGHTING PLANS. SEE STANDARD BEHIND SIDEWALK,IN PLANTER PLANS 6-87 AND 6-89 FOR STREET LIGHT JUNCTION BOX OPTION FOUNDATION DETAILS NOTES: (PREFERRED OPTION) ° IN SIDEWALK a JUNCTION BOX 1. SPLICES AND TAPS SHALL BE MADE WITH �lQ� 6 ° a a ° OPTION,SEE NOTE 2 SOLDERLESS UNINSULATED CRIMP CONNECTORS TO SECURELY JOIN WIRES BOTH MECHANICALLY AND ELECTRICALLY. THEY SHALL EMPLOY THE FOLLOWING ° °a ° 4 MOISTURE BLOCKING INSULATION: SCOTCH ° a °��Q��P�� a° 2210 VINYL MASTIC, FOLLOWED BY AN OVER a WRAP WITH A MINIMUM OF TWO a HALF-LAPPED LAYERS OF SCOTCH VINYL ELECTRIC TAPE SUPER 88 AND A FINAL LAYER a a a OF CONSISTENTLY APPLIED SCOTCHKOTE 054007-14853 ELECTRICAL COATING. CURB AND GUTTER 0 2. JUNCTION BOXES PLACED WITHIN SIDEWALKS SHALL CONTAIN A SLIP RESISTANT SURFACE. REFERENCE KENT a a STANDARD PLANS 6-89a AND 6-89b.THE BOX SHALL BE COMPLETELY SURROUNDED OR POLE AND ENCASED IN A MINIMUM 6 INCHES OF 4 INCH BRACKET THICK CONCRETE AND THE LID SHALL BE CABLES, 2 #10 TACK WELDED AT TWO POINTS FOR WIRES SECURITY. WATERPROOF IN-LINE FUSE QUICK DISCONNECTS WSDOT GROUND JUNCTION BOX,SEE KENT STD. SPECS.9-29.7(2) FNM 5 LUG/E6-38 RING STANDARD PLANS 6-89-6-93, AMP FUSE OR APPROVED EQUAL TERMINAL GROUND LID TO BOX WITH #6 GROUND WIRE STREET LIGHT STANDARD 3M MOISTURE SEALANT TAPE (SEE NOTE 1)AND BUTT SPLICE CONNECTOR PART YC4C6 #6 OR#8 BARE GROUND WIRE BURNDY CONNECTOR YC4C8 I 2"DIAMETER SCHEDULE 80 PVC CONDUIT OR APPROVED EQUAL UNLESS A LARGER DIAMETER IS SHOWN YC4C6,YC8C8 AS NEEDED ON THE STREET LIGHTING PLANS SPARE 2"DIAMETER SCHEDULE 80 PVC CONDUIT WITH #8 UNINSULATED TRACER WIRE AND 1/4"NYLON PULL ROPE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT t AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �jV FREi ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT INSTALL A THREE WIRE �� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 240 VOLT SYSTEM. � � � � CITY OF KENT D GROUND OR NEUTRAL WIL � 0 ENGINEERING DEPARTMENT START AT THE PUGET SOUND U • JUNCTION BOX AND ENERGY SERVICE POINT KENT 29 4 W..„,„,r,„ STREET LIGHT WIRE RUNS DESIGNED COK SCALE NONE STANDARD PLAN day 7f DRAWN COK NAL CHECKED COK DATE lVZO19 C_A O APPROVED ENGINEER V J R/W LINE VARIES STREET LIGHT POLE AND FOUNDATION, OSEE STANDARD PLAN6-89 T-6" MIN. SEE STANDARD PLAN 6-89 SIDEWALK OR ASPHALT WALKWAY PLANTER STRIP 24„ MIN. Do D � 12" FOUNDATION PER MAX. 2" MINIMUM DIAMETER SCHEDULE 80 PVC CONDUIT STANDARD PLAN 6-89 p 2"SCHEDULE 80 PVC CONDUIT WITH UNINSULATED#8 AWG TRACER WIRE AND 1/4" NYLON PULL ROPE NATIVE BACKFILL ALLOWED OUTSIDE OF THE STREET SECTION. CRUSHED SURFACING TOP COURSE BACKFILL, PER WSDOT STANDARD SPECIFICATION 9-03.9(3)IS REQUIRED WITHIN THE STREET SECTION. TYPICAL HALF ROADWAY SECTION 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 0 WAgh,� �� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. N" �a�� CITY OF KENT A�l `�k' 0 ENGINEERING DEPARTMENT •FOR STREET LIGHT T STREET LIGHT TRENCH FOR KEN 29 W.s„,„,,,„ CONDUIT RUNS CONDUIT ONLY DESIGNED COK SCALE NONE STANDARD PLAN DRAWN C,, �SSIONAL CHECKED COK JDATE 12,2019 ENGINEER 6—91 APPROVED 1. FOR TYPE 1 JUNCTION BOX, SEE WSDOT STANDARD PLAN 3-40.10. 2. FOR TYPE 2 JUNCTION BOX, SEE WSDOT STANDARD PLAN 1-40.10. 3. FOR TYPE 4 JUNCTION BOX, SEE WSDOT STANDARD PLAN 3-40.20. 4. FOR TYPE 5 JUNCTION BOX, SEE WSDOT STANDARD PLAN 1-40.20. 5. FOR TYPE 6 JUNCTION BOX, SEE WSDOT STANDARD PLAN 1-40.20. 6. FOR TYPE 8 JUNCTION BOX, SEE WSDOT STANDARD PLAN 1-40.30. NOTE: 1. FOR SECURITY NON-LOCKING JUNCTION BOX LIDS SHALL BE TACK WELDED AT TWO POINTS AFTER FINAL INSPECTION AND ACCEPTANCE. 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 3 WAgh,� �� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. N" �a�� CITY OF KENT A�l `�k' 0 ENGINEERING DEPARTMENT • KENT JUNCTION BOXES WASHINGTON 29 DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK �SSIONAL CHECKED COK DATE 2/2020 ENGINEER 6—9 3 APPROVED COMPONENT SCHEDULE 1 METERBASE: 100 AMP ILLUSTRATED. PROVIDE 150 AMP WHEN AND IF DESIGN LOAD REQUIRES,4 JAW SAFETY SOCKET,AW#114TB,WITH 5TH JAW AT 9:00 POSITION (CONTRACTOR TO VERIFY WITH SERVING UTILITY). 2 PANELBOARD: 120/240 VAC, 100 AMP(150 AMP IF NEEDED), 1 PHASE,3 WIRE,COPPER BUS, 12 CKT 100 AMP MAIN BREAKER,WESTINGHOUSE BAB2100,2 POLE WESTINGHOUSE BAB BOLT-ON BRANCH BREAKERS: 4-20/2 ILLUMINATION BRANCH; 1-40/1 SIGNAL BRANCH; 1-20/1 GROUND FAULT RECEPTACLE&CONTROL BRANCH. SEE NOTE 4 3 CONTACTOR: LIGHTING RATED, 30 AMP,4 POLE, 120 VAC COIL, (AS REQUIRED). 4 PHOTO ELECTRIC CELL: 1800VA, 120 VAC,ALR#SST-IES(PER WSDOT SPEC). 5 PHOTO-CELL BYPASS SWITCH,SPDT, 15 AMP,277 VAC. 6 GROUND FAULT RECEPTACLE, 120 VAC, DUPLEX,20A CABINET: NEMA 3R, PADMOUNT, 1/8"ALUMINUM CONSTRUCTION, 2 SCREENED AND GASKETED VENTS M DOORS: HEAVY DUTY CONCEALED HINGES(LIFT-OFF TYPE) SEE NOTE 1 STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR BEST BLUE CONSTRUCTION LOCK ON DISTRIBUTION DOOR SEE NOTE 2 POLISHED WIRE GLASS WINDOW IN METER DOOR ko CLOSED CELL NEOPRENE GASKET,CARD HOLDER " FINISH: POLYESTER POWDER COAT, NONE OUTSIDE,WHITE INSIDE w 120/240 VAC SEE NOTE 5 J 1G 3W 0 SEE NOTE 3 El SEE NOTE 6 METER PHOTO BASE ELECTRIC 6" 2" (TYP) CELL 0.17' MAIN 24" 16" CONTROL F N CLI SIGNAL � SERVICE CABINET I- -I L - I TEST SKYLINE CABINET SERIES 47700-KM-100 OR APPROVED EQUAL BY TESCOR. LTG SWITCH GROUND METERING SECTION CLEARANCES&EQUIPMENT PER PSE AND EUSERC FAULT RECEPTACLE UL LISTED PER STANDARD#508 L J D SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT o� CABINET FRONT FINISHED SIDE SURFACE M ONE-LINE DIAGRAM CLASS 3000 CONDUITS TO BE CONCRETE BASE INSTALLED WITHIN THE CONCRETE PEDESTAL TO SERVE THE CABINETS(TYP) CONCRETE BASE 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 3 WAgh,� �� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. N" �a�� CITY OF KENT A�l `��' 0 ENGINEERING DEPARTMENT SERVICE CABINET, CONCRETE KENT WASHINUTUN BASE AND ONE LINE DIAGRAM 29 DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK �Ss10NAL CHECKED COK DATE 2/2019 ENGINEER 6—9 6 APPROVED 6'-6" CONDUITS(TYP) QUICK OR HILTI-ANCHOR BOLT ASSEMBLY(TYP) a 1"(SEE NOTE 4) 4 O /-. 00 00 op a u N ° SEE NOTES 1 AND 2 a a 4 ° 4 a 4 O O a a ° 4 � 1/2"WEATHER PROOF CAULK. a SEAL OUTER EDGES OF a CABINET AND FOUNDATION TOP VIEW OF BASE BOTTOM VIEW OF CABINET CONTROLLER DOOR OPENS TOWARD SIDEWALK, UPS DOOR TO RIGHT 1"SEPARATION CONTROLLER UPS 1" MIN.,TYP. ALL SIDES SEE NOTE 3 2" PVC CONCRETE BASE (CLASS 3000) In a w > o CONDUITS m a PROTRUDE 1/2" = o ABOVE BASE a c� Y W J Q G ;;t W N � Co 4 4 NOTES: NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 1. PAINT TOP OF BASE SILVER. t AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �jV FREi ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 2. DRAIN HOLE SHALL NOT BE INSTALLED. ��0 WAgh,� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 3. THE TOP OF THE BASE SHALL BE FLAT X � z? �p� CITY OF KENT ENGINEERING DEPARTMENT AND LEVEL. • TRAFFIC SIGNAL CONTROLLER 4. TOP OF BASE IS 1"WIDER THAN KE"NT CABINET BASE CONTROLLER CABINET ON ALL FOUR 29 SIDES. a, W DESIGNED COK day 7f SCALE NONE STANDARD PLAN DRAWN COK NAL CHECKED COK DATE 12/2019 C_A APPROVED ENGINEER V J WEARING COURSE(TYPICAL STOP BAR FOR SECTIONS A, B&C) CENTER OF LANE + A /�1A LOOP SERIES #14 TWISTED PAIR WIRE TYPE NUMBER A IMSA 51-3, 3 TWISTS PER FOOT TO CONTROLLER Q B 0.25" MINIMUM WIDTH SAWCUT TO ADDITIONAL LOOPS B o0o C SECTION A A WHERE APPLICABLE B C 2C(S) LEAD-IN CABLE IMSA 50-2 c *B AF *AS S M LOOP SERIES w LOOP SPLICE 12� 7 (TYPICAL) NUMBER B A A o o m *BF of o v S=START CONDUIT STUBOUT, a o *BS F=FINISH 0.50" MINIMUM WIDTH SAWCUT SEE STANDARD PLAN 6-99 ILL *=LOOP NUMBER SECTION B-B 0 Lu JUNCTION BOX "' NOTE: NO BACKER RODS ALLOWED. M STOP BAR LOOP WINDING DETAIL 0.50" MINIMUM WIDTH SAWCUT TO ADDITIONAL LOOPS SECTION C-C WHERE APPLICABLE JUNCTION BOX (ASSUMING TWO LANES OF LOOPS) C *F CENTER OF LANE SCOTCH 06147 ELECTRICAL B C *S MOISTURE SEALANT TAPE Al 2C(T LEAD-IN s, B CABLE IMSA 50-2 � TO A CONTROLLER A S=START SIDE VIEW END VIEW #14 TWISTED PAIR WIRE TYPE F=FINISH *=LOOP NUMBER SOLDERLESS, CRIMPED, NOTE: CUT IMSA 51-3, 3 TWISTS PER FOOT DRAIN WIRE NON-INSULATED BUTT SPLICE SINGLE LOOP WINDING DETAIL LOOP SPLICE DETAIL NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER NOTES: ��F�E� p AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF 1. SEE KENT STANDARD PLAN 6-99 FOR ��OF WASh'I KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONDUIT STUBOUT DETAIL AND CITY OF KENT INDUCTION LOOP INSTALLATION ENGINEERING DEPARTMENT NOTES. INDUCTION LOOP 2. SEE KENT STANDARD PLAN 6-100 FOR 29 4 KE„NT DETAILS INDUCTION LOOP PLACEMENT DETAIL. DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK 9'1ONAL CHECKED COK I DATE 9/2020 6_9 ENGINEER APPROVED LOOP STUB-OUT SLEEVE (1/4"TO 1/2"BELOW TOP OF ASPHALT) EDGE OF PAVED SHOULDER(SHOWN)OR EDGE OF EXTRUDED 6" LOOP LEAD SAWCUT CURB OR EDGE OF GUTTER PAN OR EDGE OF TRAFFIC BARRIER MATCH EXISTING 2 5/8" MIN. FULL DEPTH STANDARD JUNCTION BOX ING MATERIAL - 3" MAX. PAV LOOP LEAD WIRES SAWCUT VLOOP LEAD WIRES TWISTED PAIR SAND TWISTED PAIR SPLICE o DETECTOR o a D\�0 � p l EXISTING L� 00 PAVEMENT LEAD 2C(S) L- oc o�o �Q� a CABLE � "' POCKET 0 o Lu D a 3/4"ABOVE BOTTOM OF GRAVEL PAD io _ U- PAVEMENT CONDUIT END 0 0�°7°0 0 a BELL BUSHING,SEAL N WITH DUCT SEAL CONDUIT LEAD SCH 80 CONDUIT CONDUIT TO CABINET OR TO LOOP TO JUNCTION — C CONTROLLED LLED DENSITY FILL 50'MAXIMUM DISTANCE SEE STUB-OUT CONDUIT PLACEMENT DETAILS INDUCTION LOOP INSTALLATION NOTES: 1. CONDUIT USED FOR STUB-OUTS SHALL BE SCHEDULE 80 PVC 8. SEE STANDARD PLAN 6-98 FOR INDUCTION LOOP DETAILS AND CONDUIT, MINIMUM SIZE 2 INCHES. STANDARD PLAN 6-100 FOR INDUCTION LOOP PLACEMENT. 2. ALL LOOPS SHALL BE WOUND WITH THREE TURNS OF NO. 14 AWG 9. WHEN SAWCUTTING LEAD SLOT IN THE ROADWAY,CONTINUE THE STRANDED COPPER WIRE,CLASS B,WITH CHEMICALLY CROSS SAW CUT APPROXIMATELY ONE INCH BEYOND THE SEAM WITH THE LINKED POLYETHYLENE TYPE USE INSULATION OF CODE CONCRETE GUTTER A DEPTH OF APPROXIMATELY ONE INCH TO THICKNESS. PERMANENTLY MARK THE LOCATION OF THE STUBOUT. IF NO GUTTER IS PRESENT,CONTACT THE ENGINEER FOR AN 3. BACKER ROD WILL NOT BE USED WITH CITY OF KENT LOOP ALTERNATIVE METHOD OF MARKING THE STUBOUT LOCATION. INSTALLATIONS. 10. ALL LOOP LEADS RETURNING TO JUNCTION BOX SHALL BE PLACED 4. LEAD WIRES: FOUR PAIR MAXIMUM PER SAWCUT. A MINIMUM OF 2 FEET AWAY FROM ANY AND ALL METAL CASTINGS OR VALVE BOXES EXCEPT TERMINATING HANDHOLES OR JUNCTION 5. EXTEND SAWCUT SUFFICIENT LENGTH TO PROVIDE FULL SAWCUT BOXES. DEPTH AROUND CORNERS. 11. SEE DETAIL 6-98 FOR SPLICE METHOD. EPDXY SPLICE KITS ARE 6. LOOPS SHALL BE INSTALLED PRIOR TO FINAL LIFT IF NEW NOT ALLOWED. PAVEMENT IS INSTALLED. 7. ALL LOOPS SHALL HAVE IDENTIFYING LABELS ON THEIR LEADS SHOWING LOOP NUMBER AND S(START)OR F(FINISH). NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT t AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �jV FREi ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WAghrj�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT 0 ENGINEERING DEPARTMENT \ INDUCTION LOOP KENT INSTALLATION NOTES 29 DESIGNED COK SCALE NONE STANDARD PLAN day 7f DRAWN COK NAL CHECKED COK DATE _12L2019 6-99 APPROVED ENGINEER LOOP PLACEMENT POSTED STOP BAR LEFT TURN LANE THROUGH LANE THROUGH LANE SPEED LIMIT LOOP ADVANCE LOOP MID LOOP ADVANCE LOOP (SINGLE) (SINGLE) (SINGLE) 25 MPH 4 FT. 104 FT. (NONE) 144 FT. 30 MPH 4 FT. 104 FT. (NONE) 164 FT. 35 MPH 4 FT. 104 FT. 209 FT. 274 FT. 40 MPH 4 FT. 104 FT. 239 FT. 309 FT. 45 MPH 4 FT. 104 FT. 274 FT. 354 FT. 50 MPH 4 FT. 104 FT. 304 FT. 394 FT. SD6 SD5 NOTES: 223 213 N1 N2 O O O O 1. THE DISTANCES SHOWN IN THIS TABLE ARE MEASURED FROM THE NEAR EDGE OF THE STOP 222 212 BAR TO THE CENTER OF THE INDUCTION LOOP. O O 5PC 512 2. LOOP DISTANCES MAY BE ADJUSTED t2 FEET TO O AVOID METAL CASTINGS. B 221 211 511 A 21 51 3. THE DISTANCE BETWEEN "A" LOOPS AND"B' LOOPS SHALL BE 16 FEET CENTER-TO-CENTER. O O O A B W2 Q SR WR 421 0422 Q423 S 8 413 W10 00411 0412 O SD7 712 3PC Q 31100 00711 711 Q 7PC SD3 Q 812 Q 81100 Q E1 823 SD4 Q 822 Q 82199 o oR NR Q E2 B—/A—/ O O A O O B I11 611 621 O 112 IPC Q Q 612 622 O O O O S2 S1 613 623 SDI SD2 LOOP IDENTIFICATION SCHEMATIC(TYPICAL) 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 3 WAgh,� �� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. N11 a �a�� CITY OF KENT A�' `�k' 0 ENGINEERING DEPARTMENT • KENT INDUCTION LOOP PLACEMENT WASHINGTON 29 DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK �SSIONAL CHECKED COK DATE 12,2019 ENGINEER 6-100 APPROVED WSDOT STANDARD PLANS DRAINAGE, STRUCTURES AND HYDRAULICS B-55.20-03 Pipe Zone Bedding and Backfill CURBS, SIDEWALKS AND DRIVEWAYS F-40.15-04 Perpendicular Curb Ramp F-40.16-03 Single Direction Curb Ramp F-45.10-05 Detectable Warning Surface SIGNS AND SIGN SUPPORTS G-20.10-03 Ground Mounted Sign Placement G-30.10-04 Sign Installation on Signal and Light Standards (2 sheets) SITE PRESERVATION AND EROSION CONTROL I-30.30-02 Wattle Installation on Slope I-40.20-00 Storm Drain Inlet Protection I-50.20-02 Check Dams on Channels ILLUMINATION, SIGNALS AND ITS IS-12 Typical Pedestrian Pushbutton Post Placement IS-13 Traffic Signal Standard Chart 1-20.10-05 Accessible pedestrian Pushbutton Post and Foundation 1-20.11-03 Accessible Pedestrian Pushbutton with Curb Base (2 sheets) J-20.15-04 Pedestrian Pushbutton post and Foundation (2 sheets) 1-20.16-02 Pedestrian Signal Standard Details J-20.20-02 Pedestrian Signal Standard Electrical Detail J-21.10-05 Type PS, Type 1, RM & RB Signal Standard Foundation Details (2 sheets) 1-21.15-01 Type 1 Signal Standard Details 1-21.20-01 Type 1 Signal Standard Electrical Details 1-26.10-03 Traffic Signal Standard Foundation 1-26.15-01 Signal Standard Foundation Placements (3 sheets) 1-40.10-04 Locking Lid Standard Duty Junction Box Types 1 & 2 (2 sheets) 1-40.30-04 Locking Lid Standard Duty Junction Box Type 8 (2 sheets) 1-50.13-01 Metering and Data Induction Loops (2 sheets) 1-75.10-02 Signal Head Mounting Details N Pole and Post Top Mountings 1-75.20-01 Signal Head Mounting Details N Mast Arm and Span Wire Mountings (2 sheets) WORK ZONE TRAFFIC CONTROL K-80.10-02 Class A Construction Signing Installation K-80.32-00 Concrete Barrier Type 2 (2 sheets) K-80.35-01 Temporary concrete Barrier Anchoring Willis Street Improvements/Leyrer A - 2 September 26, 2024 Project Number: 22-3029 ROADWAY DELINEATION M-11.10-04 Railroad Crossing Layout (2 sheets) M-15.10-02 Crosswalk Layout M-20.10-04 Longitudinal Marking Patterns (4 sheets) M-20.20-02 Profiled and Embossed Plastic Lines M-24.40-02 Symbol Marking — Traffic Arrows for Low-Speed Roadways (2 sheets) M-24.60-04 Symbol Markings Miscellaneous (2 sheets) M-80.10-01 Traffic Letter and Numeral Applications (2 sheets) Willis Street Improvements/Leyrer September 26, 2024 Project Number: 22-3029 TRENCH WIDTH NOTES (SEE NOTE 3) 0 1. See Standard Specifications Section 7-08.3(3) for Pipe Zone Backfill. � PIPE ZONE BACKFILL W 3� o� fO 2. See Standard Specifications Section 9-03.12(3) LL (SEE NOTE 1) o °° for Gravel Backfill for Pipe Zone Bedding. } o Oo w a. _ 12 GRAVEL BACKFILL FOR ° (TYP.) PIPE ZONE BEDDING z °o ° o 3. See Standard Specifications Section 2-09.4 GRAVEL BACKFILL FOR 85%O.D. N �.—. . . o Tr���-rs PIPE ZONE BEDDING ° (SEE NOTE 4) a o ° °o° o for Measurement of Trench Width. o (SEE NOTE 2) a oo ° �o ° � °d�p° W2 00 OC OoGb 15%O.D. 6" J 4. For sanitary sewer installation, concrete pipe shall FOUNDATION LEVEL SEPARATE BASE (TYP.) INTEGRAL BASE be imbedded to spring line. co PRECAST PRECAST WITH RISER --A T (48"(IN)-72"(IN)ONLY) CONCRETE AND DUCTILE IRON PIPE TYPICAL CONDITION FOR DRAINAGE STRUCTURE THIS DETAIL APPLIES TO STANDARD PLANS B-5.20, B-5.40,B-5.60,B-10.20,B-10-40,B-15.20,13-15.40,B-15.60, B-25.20,B-25.60,B-35.20 AND B-35.40. TRENCH WIDTH (SEE NOTE 3) TRENCH WIDTH (SEE NOTE 3) O0Ca0o00 OoOo/�OOoo �� o og VIP, 00 n� GRAVEL BACKFILL FOR _ PIPE ZONE BACKFILL 0 O U PIPE ZONE BEDDING CO (SEE NOTE 1) O o w LU W (SEE NOTE 2) Ca Z o O D Z O o N O GRAVEL BACKFILL FOR 00 a 0 0 INPIPE ZONE BEDDING A0 a a (SEE NOTE 2) tL 15%RISE D FOUNDATION LEVEL FOUNDATION LEVEL � � (D a THERMOPLASTIC PIPE PIPE ARCHES CLEARANCE BETWEEN PIPES ���®V wAsA1����L FOR MULTIPLE INSTALLATIONS TRENCH WIDTH (SEE NOTE 3) MINIMUM DISTANCE -16 PIPE ZONE BACKFILL PIPE SIZE BETWEEN 0 �� 41819 (SEE NOTE 1) O0 00 °0 BARRELS ��SIONAL t'— OQ J °0 0 o CIRCULAR PIPE ° O o o d W UP TO 48" 24" Aug 17,2021 GRAVEL BACKFILL FOR O iO O N (DIAMETER) PIPE ZONE BEDDING o W PIPE ZONE BEDDING o n. (SEE NOTE 2) Lo p a METAL DIAMETER/2 AND BACKFILL PIPE ARCH 48"AND OR 36" FOUNDATION LEVEL (SPAN) LARGER WHICHEVER STANDARD PLAN B-55.20-03 to IS LESS SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ` Aug 17,2021 METAL AND STEEL RIB Adft STATE DESIGN ENGINEER REINFORCED POLYETHYLENE PIPE �Washington State Department of Transportation NOTES A CURB RAMP WIDTH 4'-0"MIN. LANDING TO MATCH A CURB RAMP WIDTH-SEE CONTRACT PLANS CURB RAMP WIDTH 4'-0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road- LANDING TO MATCH CURB RAMP way must be contained within the width of the crosswalk markings. I LANDING I WIDTH � SEE CONTRACT PLANS Y g I GRADE BREAK CURB RAMP I 2. Where "GRADE BREAK" is called out, the entire length of the grade break LANDING GRADE BREAK between the two adjacent surface planes shall be flush. GRADE BREAK SEE CONTRACT PLANS- CEMENT CONCRETE SEE CONTRACT PLANS- I 4'-0"MIN. SIDEWALK- SEE NOTE 5 I 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- 4'-0"MIN. ances on any part of the Curb Ramp or Landing, or in front of the Curb PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH SIDEWALK- SEE NOTE 5 (TYP.) SEE CONTRACT PLANS MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * 4'-0" MIN. * PLANS-4'-0"MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE(TYP.) 3/8" EXPANSION _ BUFFER WIDTH --MATCH Pedestrian Curb details. JOINT(TYP.) -SEE a TO CURB RAMP DEPTH I " 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 3/8" EXPANSION I CURB RAMP STANDARD PLAN F-30.10 I (TYP.) JOINT(TYP.)-SEE I I Contract Plans for width and placement of sidewalk. STANDARD PLAN F-30.10 GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF v 6. The Bid Item "Cement Concrete Curb Ramp Type_" does not include the GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) - "' adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian ......••• SEE CONTRACT PLANS Curb, or Sidewalks. ......... ......... .......... .. ....... ......... .. .... I: ::..: ............... .... ...... ... . ....... ......... ...... .. ....... ..... ...... / 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CURB, OR CURB CURB, OR CURB CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, SEE NOTE 4 SEE NOTE 4 AND GUTTER- DETECTABLE WARNING SURFACE SEE NOTE 4 AND GUTTER- PEDESTRIAN CURB- the running slope of the Curb Ramp IS allowed to exceed 8.3%. Use a I g I single constant slope from bottom of ramp to top of ramp to match into SEE STANDARD PLAN F-45.10 DETECTABLE WARNING SURFACE the landing Over a horizontal distance of 15 feet. Do not Include the FACE OF CURB SEE STANDARD PLAN F-45.10 FACE OF CURB abutting landing in the 15-foot max. measurement. MEASURED PARALLEL i � DEPRESSED CURB AND GUTTER- DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard TO CURB(TYP.) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. J 9. Pedestrian Curb may be omitted if the ground surface at the back of the o Curb Ramp and/or Landing will be at the same elevation as the Curb 1O CONTRACTION JOINT(TYP.) -SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain. Z FOR CURB RAMP LENGTHS GREATER THAN 8'-0"PROVIDE w PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'-0"MIN. OC. PLAN VIEW U_ } TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND m DETECTABLE WARNING SURFACE (SHOWN WITH BUFFER) Z SEE STANDARD PLAN F-45.10 _ — SLOPE IN EITHER DIRECTION 4'-0"MIN. 15-0" MAX. (TYP.) GRADE BREAK * 1.5%OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK(2/o MAX.) SLOPE TREATMENT SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE_ o SEE STANDARD PLAN F-30.10 * GRADE BREAK 5.0%MAX. * * 7.5/o OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK(8.3/o MAX.) / * TOP OF ROADWAY 9.5%OR FLATTER RECOMMENDED FOR * * * DESIGN/FORMWORK(10% MAX.) ' 7 LANDING CURB RAMP r��®� WASbI�����,� DEPRESSED CURB AND GUTTER 1 SEE STANDARD PLAN F-10.12 SECTION OA CEMENT CONCRETE CEMENT CONCRETE CURB RAMP"TYPE CEMENT CONCRETE CURB RAMP"TYPE �0 �c28 7 ST0 `Z� PEDESTRIAN CURB E PERPENDICULAR"A"PAY LIMIT SEE NOTE 6 PERPENDICULAR"B" PAY LIMIT SEE NOTE 6 SEE NOTE 4 I®NAL DETECTABLE WARNING SURFACE SEE STANDARD PLAN F-45.10 Digitally signed by R.Scott Zeller Date:2020.09.22 13:23:53-07'00' PERPENDICULAR CURB RAMP 3" R. TYP. DEPRESSED CURB AND GUTTER SEE NOTE 4 STANDARD PLAN F-40.15-04 SHEET 1 OF 1 SHEET CEMENT CONCRETE CURB AND GUTTER- SEE NOTE 4 APPROVED FOR PUBLICATION Date: 2020.09.25 -� 14:44:37-07'00' ISOMETRIC VIEW ISOMETRIC VIEW 1911111111111k STATE DESIGN ENGINEER CURB RADIUS DETAIL O TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT WO Washington State Department of Transportation NOTES MATCH SIDEWALK BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not WIDTH -4'0"MIN. STRIP permitted. MATCH SIDEWALK SEE CONTRACT PLANS 2. At marked crosswalks, the connection between the Landingand the WIDTH --4'0"MIN. -- PEDESTRIAN CURB- �` SEE CONTRACT PLANS SEE NOTE 10 roadway must be contained within the width of the crosswalk markings. CURB RAMP 3/8"(IN) EXPANSION PEDESTRIAN CURB 3. Where "GRADE BREAK" is called out, the entire length of the grade break JOINT-SEE STANDARD- SEE NOTE 10 MATCH SIDEWALK WIDTH 4' 0"MIN. between the two adjacent surface planes shall be flush. PLAN FDARD SEE CONTRACT PLANS LANDING 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- LANDING SIDEWALK- 3/8"(IN) EXPANSION JOINT-SEE * PEDESTRIAN CURB- ar1C2S On any part Of the Curb Ramp Or Landing Or In the Depressed SEE NOTE 6 5'-0" MIN. 3" R STANDARD PLAN F-30.10 SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway. (TYP.) 13 5'-0" MIN. 5. See Contract Plans for the curb design specified. See Standard Plan A r- - -, Z A __ __ Z F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and Q * 3" R. Q Pedestrian Curb details. � I � * * O 5'-0" MIN. 3" R. o 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See v Of - v Contract Plans for width and placement of sidewalk. U SEE NOTE 6 ,,, U 7. The Bid Item "Cement Concrete Curb Ramp Type does not include the BUFFER STRIP-SEE DETECTABLE WARNING SURFACE BUFFER C nt Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian DETECTABLE WARNING SURFACE adjace CONTRACT PLANS C SEE STANDARD PLAN F-45.10 STRIP SEE STANDARD PLAN F-45.10 Curb, Sidewalks. CURB AND GUTTER- CURB AND GUTTER- 8. The Curb Ram length is not required to exceed 15 feet unless shown SEE NOTE 5 SEE NOTE 5 p g q ( PEDESTRIAN CROSSING PEDESTRIAN CROSSING otherwise in the Contract Plans). When applying the 15-foot max. length CLOSURE SIGN CURB RAMP CLOSURE SIGN FACE OF CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp is FACE OF CURB allowed to exceed 8.3%. Use a single constant slope from bottom of J CURB PLAN VIEW PLAN VIEW ramp to top of ramp to match into the sidewalk over a horizontal o distance of 15 feet. o TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B 9. Curb Ramps and Landings shall receive a broom finish. See Standard X Specifications 8-14. w 10. Pedestrian Curb may be omitted if the ground surface at the back of the r m DETECTABLE WARNING SURFACE- Curb Ramp and/or Landing will be at the same elevation as the Curb Z 15'-0" MAX SEE STANDARD PLAN F-45.10 15'-0"MAX(TYP.) 15-0" MAX(TYP.) Ramp or Landing and there will not be material to retain. Q (TYP.) SEE NOTE 8 SEE NOTE 8 SEE NOTE 8 GRADE BREAK GRADE BREAK GRADE GRADE BREAK LEGEND GRADE BREAK GRADE BREAK COUNTER SLOPE BREAK 5.0% MAX. SIDEWALK- SIDEWALK-- SLOPE IN EITHER DIRECTION SIDEWALK- SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 =i * TOP OF * * * * 1.5 OR FLATTER RECOMMENDED FOR ROADWAY * DESIGN/FORMWORK(2% MAX.) i 4 7.5% OR FLATTER RECOMMENDED FOR CURB RAMP vv r DEPRESSED CURB AND GUTTER^- I } I CURB RAMP * * DESIGN/FORMWORK ORMWORK(8.3% MAX.) LANDING SEE STANDARD PLAN F-10.12 CURB RAMP LANDING ® °]� 1 ®F WA6jfJ� SECTION SECTION OA O CONTRACTION JOINT(TYP.)-SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 8'-0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4'-0" MIN. OC. Q' "CEMENT CONCRETE CURB RAMP 8680 "CEMENT CONCRETE CURB RAMP �0 �e 2 TYPE SINGLE DIRECTION A" PAY LIMIT- TYPE SINGLE DIRECTION B" PAY LIMIT- �- SEE NOTE 7 SEE NOTE 7 1"(IN) RADIUS DETECTABLE WARNING ®®®®° SURFACE-SEE CORNER ®® STANDARD PLAN F-45.10 ®®®®®®®®®o®PEDESTRIAN CURB �®®"® ®"®® SINGLE DIRECTION °®®® ®®®®®® DEPRESSED CURB AND CURB RAMP GUTTER-SEE NOTE 5 � 90'ANGLE STANDARD PLAN F-40.16-03 RADIUS MAY VARY SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ISOMETRIC VIEW ISOMETRIC VIEW STATE DESIGN ENGINEER TYPE SINGLE DIRECTION A O DETAIL TYPE SINGLE DIRECTION B Amhk Ci �Washington State Department of Transportation PAY LIMIT PAY LIMIT -" p` CURB RAMP,LANDING, _j co NOTES: B C MIN. MAX. CUT-THROUGH, _j O Lu A 1.60" 2.40" OR WALKWAY O U 1. Permanent Detectable Warning Surfaces(DWS)shall extend the full width of the curb ramp,landing, or other roadway entrance as applicable.Exception:If the manufacturer of the DWS requires a m �\ B 0.65" SEE TRUNCATED DOME o a a concrete border around the DWS,a variance of up to 2"(in)on each side of the DWS is permitted. C 0.45" 0.901, r a D D 0.90" 1.40" DETAIL THIS SHEET ® NvQ (�}— —Qe 2. Permanent Detectable Warning Surfaces(DWS)shall be placed on a minimum 4"(in)thick concrete pad. SEE STANDARD IE 0.20" 0.20" The DWS panel shall be placed adjacent to the back of the curb and with no more than a 2"(in)gap SPECIFICATIONS between the DWS and the back of the curb measured at the center of the DWS panel.Exception:If FOR COLOR OR SURFACE the Manufacturer of the selected DWS requires a concrete border around the DWS,a variance of up to 2"(in)from the back of the curb is permitted(measured at the leading corners of the DWS panel). TRUNCATED DOME DETAILS (SEE NOTE 3) CURB AND GUTTER 3. The rows of truncated domes shall be aligned to be parallel to the direction of travel,and perpendicular MATCH WIDTH OF CURB RAMP, to the grade break at the back of curb. BACK OF CURB LANDING, CUT-THROUGH OR (SEE NOTE 2) WALKWAY o Q 4. If curb and gutter are not present,such as a shared-use path connection,the Detectable Warning Surface m OFFSET DETECTABLE WARNING shall be placed at the pavement edge. SEE NOTE 7 SURFACE(DWS) WALKWAY CURB RAMP LANDING (SEE NOTE 3) 5. See Standard Plans for sidewalk and curb ramp details. DETECTABLE WARNING SURFACE DETAIL Ur =3 6. If a curb ramp is required,the location of the Detectable Warning Surface must be at the bottom of the o¢ WIDTH OF ramp and within the required distance from the rail crossing. 3 3 LANDING CUT-THROUGH IF (TYP.) DETECTABLE WARNING 7. When the grade break between the curb ramp and the landing is less than or equal to 5 feet from the back SURFACE(DWS) WALKWAY WALKWAY of curb at all points,place the Detectable Warning Surface on the bottom of the curb ramp directly above (SEE NOTE 3) the grade break. BACK OF CURB CURB RAMP 8. Glued or stick down Detectable Warning Surfaces are allowed only for temporary work zone applications. 2'-0' SINGLE DIRECTION CURB RAMP 1%j PRE MIN. (GRADE BREAK BETWEEN CURB AND LANDING<5 FEET FROM BACK OF CURB) DETECTABLE WARNING WIDTH OF SURFACE(DWS) CUT-THROUGH (SEE NOTE 5) BACK OF CURB DETECTABLE WARNING (SEE NOTE 3)(TYP.) (TYP.) DETECTABLE WARNING (SEE NOTE 2) SURFACE(DWS) (SEE NOTE 3) BACK OF CURB BACK OF CURB SURFACE(DWS) WHEELCHAIR WIDTH OF (SEE NOTES 2&8) (SEE NOTE 2) (SEE NOTE 3) LEGEND DIRECTION CURB RAMP (TYP.) DIRECTION OF TRAVEL WALKWAY CURB RAMP LANDING OF TRAVEL PERPENDICULAR CURB RAMP ISLAND CUT-THROUGH �? <V o¢ (SEE NOTE 6) =3 BACK OF CURB `° F-Q DETECTABLE WARNING (SEE NOTE 2) 33 SURFACE(DWS) BACK OF CURB DETECTABLE WARNING (SEE NOTE 3&8) (SEE NOTE 2) SURFACE(DWS) DETECTABLE WARNING (SEE NOTE 3) ...... ..... SURFACE(DWS) _ (SEE NOTE 3) o PNNP W•LOW, BACK OF CURB WIDTH OF FY WASgI� CURB RAMP, LAN ti C•F DETECTABLE WARNING WALKWAY SURFACE(DWS) BACK OF CURB CST TH OF c) r SINGLE DIRECTION CURB RAMP (SEE NOTES 3&6) (SEE NOTE 2) (ryp�HROUGH BACK OF CURB DETECTABLE WARNING tidy•.'' ; (GRADE BREAK BETWEEN CURB AND 3) HDETECTABLE WARNING (SEE NOTE 2) SURFACE LANDING>5 FEET FROM BACK OF CURB) SURFACE(DWS) (SEE NOTE 3) (SEE NOTE 5) (SEE NOTE 3&8) MEDIAN CUT-THROUGH 42015 k� o ROUNDABOUT SPLITTER ISLAND SSIONAL ECG CURB RAMP CURB RAMP WALKWAY LANDING WALKWAY WIDTH 4,2024 SHARED-USE PATH Jun OR WALKWAY(TYP.) DETECTABLE WARNING RAIL OR WALKWAY TH SURFACE ZBACK OF CURB^ DETECTABLE WARNING (SEE NOTE 2) WIDTH OF SURFACE(DWS) STANDARD PLAN F-45.10-05 WALKWAY (SEE NOTE 3) PATH OR PAVEMENT EDGE ............ DETECTABLE WARNING WALKWAY SHEET 1 OF 1 SHEET SURFACE(DWS) (SEE NOTES 3&6) / APPROVED FOR PUBLICATION PARALLEL CURB RAMP ��C /��J Jun 4,2024 (SEE NOTE 6) PEDESTRIAN PAILROAD CROSSING SHOULDER DETECTABLE WARNING SURFACE(DWS) (SEE NOTES 3&4) STATE DESIGN ENGINEER Washington State SHARED-USE PATH CONNECTION IMF Department of Transportation W W W NOTES I I I 12'MIN. j 12'MIN. j 12'MIN. 1. Refer to the Sign Specification Sheet of the SHOULDER 6' j SIGN SHOULDER 6' j SIGN SHOULDER 6' j SIGN Contract for the 'V' and 'W distances. MIN. j MIN. j MIN. 2. The minimum vertical distance from the bottom of the sign to the ground shall not be less than 7' (ft) for signs located within the Design Clear Zone. EDGE OF EDGE OF j EDGE OF j TRAVELED TRAVELED TRAVELED WAY V WAY V WAY V (7'MIN.) (7'MIN.) (7'MIN.) j FILL SLOPES STEEPER ! 6H : 1V SLOPE THAN 6H : 1V OR FLATTER SLOPE BREAK SLOPE BREAK /V SLOPE BREAK SIGN INSTALLATION SIGN INSTALLATION MULTIPLE SIGN POST INSTALLATION o IN FILL SECTION ON STEEP FILL SLOPES IN FILL SECTION 0 J Z LL W m W W 12'MIN. MAJOR SIGN 5' 12' MIN. MIN. SIGN SHOULDER 6'MIN. o SHOULDER 6' PRIMARY SIGN MIN. 0" MIN. 0" MIN. ` 3- MAX. 3" MAX. EDGE OF EDGE OF EDGE OF TRAVELED V -- --- WAY (8' MIN.)} SECONDARY SIGN TRAVELED V TRAVELED V V WAY WAY HINGE OR (T MIN.) (7 MIN.) T (5' MIN.) 1 V SUPPLEMENTAL NOTCH POINT (5'MIN.) ! PLAQUE I KEY NOTE I SLOPE BREAK 70 3' (FT) MIN. FROM ANY POINT ALONG BOTTOM TRAFFIC BARRIER SLOPE BREAK EDGE OF SIGN PANEL TO THE GROUND SIGN INSTALLATION SIGN WITH SUPPLEMENTAL GUIDE OR DIRECTIONAL SIGN WITH BEHIND TRAFFIC BARRIER PLAQUE INSTALLATION SECONDARY SIGN INSTALLATION ON IN FILL SECTION EXPRESSWAYS AND FREEWAYS ��� IW ®g WAS�r W W W a alsh(Au DT) 2' 03 SIGN 12'MIN. ! 12' MIN. 1 �® MIN. I �� �cl StTS��� SHOULDER 4' SIGN SHOULDER 4' SIGN �S j MIN. 4wx MIN. ®NAt I DITCH DITCH Aug 20,2021 EDGE OF j EDGE OF EDGE OF GROUND MOUNTED TRAVELED V TRAVELED TRAVELED SIGN PLACEMENT WAY (7'MIN.) WAY WAY 7' MIN 3'MIN. V I V I (7'MIN.) i T MIN. (T MIN.) I STANDARD PLAN G-20.10-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION CURB SLOPE BREAK / SLOPE BREAK BACKSLOPE Aug 20,2021 BACKSLOPE STATE DESIGN ENGINEER SIGN INSTALLATION SIGN INSTALLATION MULTIPLE SIGN POST INSTALLATION Washington State Department of Transportation IN CURB SECTION IN DITCH SECTION IN DITCH SECTION -" X=4'-0"OR LESS NOTES 1'-0' MIN. X/4 ALUMINUM X/4 1 _6"_ � 1. Mounting brackets with steel straps shall be a stainless 2'-6"MAX. WINDBEAM MIN. steel band and buckle system product or an approved (TYP.) equal. Mounting brackets shall be universal channel clamps; steel straps shall be 3/4"(in)wide and 0.030" (in)thick. SIGNAL i STANDARD j i - 2. All signs installed on mast arms or standards (poles) _- - - - - SIGNAL HEAD require windbeams.All signs shall be installed with - - - ='c-- _ - _ _ _ = t - - - -: :D BACK PLATE horizontal edges level.A skewed windbeam is required W __-_s_---'—. A A o --- � '. only when the sign is mounted within 12" (in)of the _j ', mast arm base (see Detail "A"). z � � w LEVEL 5° (SEE NOTE 2) 3. The street name sign shall be a maximum of 36 square LL feet and the sign height is a maximum of 3' (ft); signs i__ larger than 36 square feet require a special design MAST ARM BASE i mast arm and signal pole. BACK OF SIGN PANEL J VIEW- LOOKING FROM BACK i T} i i X=MORE THAN 4'-0"BUT NOT MORE THAN 6'-0" I, 3/16"(IN)ALUMINUM X/2 RIVET(TYP.)-4"(IN) MAX. SPACING 1'-0' MIN. 1'-0" ALUMINUM 1'-0" 6" SIGNAL HEAD i - 2'-6"MAX. WINDBEAM MIN. BACK PLATE (TYP.) i I SIGNAL STANDARD --- - - BACK OF SIGN PANEL ------ ---- A -- ------- __ -=_=_------ --; , i ; -------_ - - LEVEL DETAIL AO TYPICAL FOR EACH CONNECTION MAST ARM BASE A BACK OF SIGN PANEL VIEW- LOOKING FROM BACK SIGNAL D C. BACK PLATE ®�� pV WASy X=MORE THAN 6'-0" BACK OF SIGN PANEL EQUALLY SPACED 1'-0'MIN. 1'-0" 1'-0" 6" UNIVERSAL CHANNEL 2'-6"MAX. MIN. CLAMP(SEE NOTE 1) 0 29115 O W� ICI S TE�� i I I I I AST AR SIGNAL M ssI®NAL M STANDARD - - - - A , - - - - � ~ - SIGN INSTALLATION - - - - - - ----- - ON SIGNAL AND ' STEEL STRAP LIGHT STANDARDS i I I i LEVEL STANDARD PLAN G-30.10-04 I i i i i SHEET 1 OF 2 SHEETS MAST ARM BASE WINDBEAM APPROVED FOR PUBLICATION (TYP) BACK OF SIGN PANEL WINDBEAM VIEW— LOOKING FROM BACK STATE DESIGN ENGINEER MAST ARM-MOUNTED STREET NAME SIGNS TYPICAL MAST ARM INSTALLATION MoR Washington state Department of Transportation w DIMENSIONS o 4'-0"MAX. A B z w 3'_0" 91, j ALUMINUM U_ -�- WINDBEAM ( ALUMINUM RIVET(TYP.) 4IN(IN) m 4'-0" 1'-0" ALUMINUM LID MAX. SPACING WIND BEAM A o - - - - - - - - _ - - - - - - B MOUNTING AND STEEL SSTRAP j } (SEE NOTE 1) I N SIGN PANEL - - - -__ ------ --- --------r o Bo ----- ----------- ---------- --- --- -------------- - -------------- - II LID 1"(TYP.) B } -- SIGNAL OR LIGHT BACK OF SIGN PANEL �/ N STANDARD � o i LEVEL BACK OF SIGN PANEL i AJ i NL- i +. SECTION OB 0 c7 j z z SIGNAL OR LIGHT STANDARD(REFER TO z z g APPROVED SHOP DRAWINGS FOR g g j SIGNAL OR LIGHT STANDARD b z j MAXIMUM ALLOWED SQUARE FOOTAGE) o a ! z r z rn CO) r w w m w m i i SIGN INSTALLATION ON SIGNAL OR LIGHT STANDARD 1s C. NIA ®� OF WAsyf�co�'�, all i DIMENSIONS ®'{�s�jCl STg x Y C D MOUNTING BRACKET ®NAL AND STEEL STRAP 3'-0" 2'-6" 1'-0" 6" (SEE NOTE 1) Y SIGN INSTALLATION 3'-0" 3'-0" 1'-0" 6" 3'-0" 4'-0" 1'-3" s" ON SIGNAL AND LIGHT STANDARDS 4'-0" 2'-6" 1'-Y9" BACK OF SIGN PANEL STANDARD PLAN G'30.10-04 NOTE: LEVEL 00 SHEET 2 OF 2 SHEETS Any Lane Use Sign greater than 7.5 sq ft. APPROVED FOR PUBLICATION requires a Special Design Mast Arm �_C -;-D- D-;- c and Signal Pole. STATE DESIGN ENGINEER Adw MAST ARM-MOUNTED LANE USE SIGNS -„ T Washington State Department of Transportation NOTES CONTOUR LINE (TYP.) 1. Wattles shall be in accordance with Standard Specification, q Section 9-14.5(5). Install Wattles along contours. Installation �k shall be in accordance with Standard Specification, ANGLE TERMINAL END UPHILL 24" IN TO 48" IN Section 8-01.3(10). TO PREVENT FLOW AROUND WATTLE (TYP.) 2. Securely knot each end of Wattle. Overlap adjacent Wattle ALLOWABLE ALTERNATIVE ends 12" (in) behind one another and securely tie together. TIE-DOWN METHOD 3. Compact excavated soil and trenches to prevent undercutting. \�5 p p 9. Additional staking may be necessary to prevent undercutting. 4. Install Wattle perpendicular to flow along contours. z � U_ 5. Wattles shall be inspected regularly, and immediately after z N\QQo A a rainfall produces runoff, to ensure they remain thoroughly entrenched and in contact with the soil. � < \�\�Q 6. Perform maintenance in accordance with Standard ❑ .\ �� ��� Specification, Section 8-01.3(15). \ 0 - \ 7. Refer to Standard Specification, Section 8-01.3(16) for removal. WATTLE SPACING TABLE TEMPORARY PERMANENT WOODEN STAKE (TYP.)P.)\ 2" (IN) x 2° x 8"-10" OR 10"-12" DIAM. 10"-12"DIAM. ---- - \ (T SLOPE MAX.SPACING SLOPE MAX.SPACING 1H:1V STAGGER _ 2H:1V 10'-0" 2H:1V 5'-0" OVERLAPS(TYP.) 3H:1V 15'-0" 3H:1V 10'-0" PLAN VIEW AREA AVAILABLE FOR SEDIMENT 4H: 1V 20'-0" 4H:1V 15'-0" TRAPPING (TYP.) - 2" (IN) x 2"(IN)x 24"(IN) MIN. — OF Sy/ — UN-TREATED WOODEN STAKE ,A� OEE HgiQ) tiC WATTLE �'r" `,off'\. SPACING VARIES—SEE WATTLE 1 SPACING TABLE(TYP.) 2 TRENCH —SEE NOTE 1 •� •� M e < O 1/3DIAMETER OF WATTLE _ WATTLE (TYP.) SEE DETAIL -'�• WATTLE INSTALLATION ' ON SLOPE Z STANDARD PLAN 1-30.30-02 N ✓ SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION 8" DIAMETER MINIMUM SECTION O STATE DESIGN ENGINEER WATTLE DETAIL WATTLE INSTALLATION ON SLOPES Y Washington State Department of Transportation 0 NOTES IX 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it a will service. r 2. The BIGD shall have a built-in high-flow relief system (overflow bypass). m 3. The retrieval system must allow removal of the BIGD without spilling the q collected material. 0 4. Perform maintenance in accordance with Standard Specification 8-01.3(15). 5"MAX. DRAINAGE GRATE TRIM GRATE FRAME —.—.—.—.—. a DRAINAGE GRATE RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM(TYP.) SEDIMENT AND DEBRIS % OVERFLOW BYPASS v BELOW INLET GRATE DEVICE FILTERED WATER BELOW INLET GRATE DEVICE OVERFLOW BYPASS(TYP.) „ D D STATE OF D D D WASHINGTON REGISTERED D D D LANDSCAPE ARCHITECT D D D D MARK W. MAURER SECTION VIEW ISOMETRIC VIEW CERTIFICATE NO. 000598 NOT TO SCALE NOTE: THIS ILAN IS NOTA LEGAL ENGINEER/NGDOCU- MENTBUTAN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION,IS KEPT ON FILEAT THE WASHINGTON STATE DEPART- MENTOFTRANSPORTATION. A COPYMAYBE OBTAINED UPON REQUEST. STORM DRAIN INLET PROTECTION STANDARD PLAN 1-40.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakodch III 09-20-07 STATE DESIGN ENGINEER DATE Adnk Washington State Department of Transportation WOODEN STAKES- 2" x 2"x 24" UN-TREATED 36"MAX. BETWEEN DOUGLAS FIR, HEMLOCK OR ! STAKES PINE SPECIES PER STANDARD BIODEGRADABLE MATERIAL- GENERAL NOTES SPECIFICATION SECTION 9-14.6 SEE STANDARD SPECIFICATION (TYP.) SECTION 9-14.6(4)(TYP.) 1. Check Dams shall meet the requirements of Standard SPACE CHECK DAMS SO THAT BIODEGRADABLE MATERIAL SEE STANDARD SPECIFICATION Specification Sections 8-01.3(6)and 9-14.6(4). POINTS"A"AND"B"ARE AT 9-14.6(4)(TYP.) B SPILLWAY THE SAME ELEVATION 2. In channels, install the sloped ends of the Check Dam a I 8"MINIMUM DIAMETER minimum of 8" higher than the spillway to ensure water B (TYP.) flows over the dam and not around it. 6"MIN. 6" MIN. A„ FLOW 3. Perform maintenance in accordance with Standard FLOWLINE Specification Section 12" (TYP.) �' 8-01.3(15). CHANNEL PROFILE SECTION O 4. Remove Check Dams in accordance with Standard Specification Section TYPICAL CHANNEL SECTION BIODEGRADABLE CHECK DAM 8-01.3(16). NOTE BIODEGRADABLE CHECK DAM 1. Biodegradable Check Dams may need additional or o modified staking to prevent undercutting or scouring. J Z of LL NON-BIODEGRADABLE CHECK DAM NOTES m 1. Non-Biodegradable Manufactured Check Dam devices approved for use under Standard Specification Section 9-14.6(4)B shall ❑ A be installed per manufacturer's recommendations and shall perform SPILLWAY SIDE PROTECTION in accordance with Standard Specification Section 8-01.3(6). 2. Rock Check Dams with slopes parallel to the roadway that are \/\ VARIES-8"N. / � �F steeper than 10 H : 1 V shall be placed outside of the clear zone \ „ 8" or behind traffic barrier. /� \// 3. To ensure adequate detention time, Rock Check Dams used as EXISTING 1 \\j\\j/\\j/\\' s"MIN. sediment control may need to be enhanced with plastic that CHANNEL meets the requirements of Standard Specification Section 9-14.6(3) or fabric that meets the geotextile requirements of EFFECTIVE DAM HEIGHT j Standard Specification Section 9-33.2(1), Table 6. VARIES BASED — OF W.4 S+y ELEVATION ON FLOW SEE H'I �G EFFECTIVE HEIGHT Jam\SPILLWAY O O Z VARIES BASED NON-BIODEGRADABLE MATERIAL co �� C ON FLOW SEE STANDARD SPECIFICATION SECTION 9-14.6(4)B (TYP.) Z � 8"MIN. SPACE CHECK DAMS SO THAT POINTS"A"AND"B" A22 �F^r 7V ARE THE SAME ELEVATION yO \ \\j\\j/\\j / /\�TF2 SPILLWAY SC 9 PE P ex . � \ \\ A-------------------- -------- Z�NO //// sF 2y Jul 6, 2022 FLOW FtiO7!i FLOWLINE CHECK DAMS ON CHANNELS STANDARD PLAN 1-50.20-02 EXTENDED SECTION OA SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION tiIwk(5,71 ref Jul 6, 2022 Mark Gaines(Jul 6,202214:33 PDT) STATE DESIGN ENGINEER NON-BIODEGRADABLE CHECK DAM Admk Washington State Department of Transportation NOTES VARIES ACCESSIBLE PEDESTRIAN SYSTEM (APS) 10'MgX ASSEMBLY (TYP.)- SEE STANDARD 1. ALIGN THE FRONT FACE OF THE APS ASSEMBLY PARALLEL WITH (SEE NOTE 1) PLAN J-20.10 FOR DETAILS THE CROSSWALK. (SEE DESIGNER NOTE 8) 2. ACCESSIBLE PEDESTRIAN PUSHBUTTON ASSEMBLIES SHALL HAVE SIDEWALK - SEE STANDARD BOTH AUDIBLE AND VIBROTACTILE WALK INDICATORS,WITH THE PLAN F-30.10 FOR DETAILS VIBROTACTILE WALK INDICATION PROVIDED BY A TACTILE ARROW ACCESSIBLE PEDESTRIAN SYSTEM (APS) n ON THE PUSHBUTTON THAT VIBRATES DURING THE WALK INTERVAL. ASSEMBLY (TYP.)- SEE STANDARD PARALLEL CURB RAMP (TYP.) PLAN J-20.11 FOR DETAILS SEE STANDARD PLAN F-40.12 3. THE TACTILE ARROW SHALL HAVE A HIGH VISUAL CONTRAST (LIGHT (SEE DESIGNER NOTE 8) FOR DETAILS SIDEWALK - SEE STANDARD ON DARK OR DARK ON LIGHT)AND BE ALIGNED PARALLEL TO THE (' DIRECTION OF TRAVEL ON THE ASSOCIATED CROSSWALK. PLAN F-30.10 FOR DETAILS C 4. WHEN ACCESSIBLE PEDESTRIAN PUSHBUTTONS ON A CORNER ARE SEPARATED BY 10'(FT)OR MORE,THE AUDIBLE WALK INDICATION SHALL BE A PERCUSSIVE TONE WITH EIGHT TO TEN TICKS PER r SECOND.IF TWO ACCESSIBLE PEDESTRIAN PUSHBUTTONS ON A C DETECTABLE WARNING CORNER ARE INSTALLED LESS THAN 10'(FT)APART (I.E.ON THE SURFACE (TYP.)- SEE SAME POLE),EACH ACCESSIBLE PEDESTRIAN PUSHBUTTON SHALL STANDARD PLAN F-45.10 HAVE A PUSHBUTTON LOCATOR TONE,TACTILE ARROW,SPEECH 4'S FOR DETAILS WALK MESSAGE FOR THE WALKING PERSON (SYMBOLIZING WALK) CROSSWALK LAYOUT M11V INDICATION,AND SPEECH PUSHBUTTON INFORMATION MESSAGE. (TYP.) SEE STANDARD ;i:.. SEE THE MUTCD FOR SPEECH MESSAGE STANDARDS. PLAN M-15.10 FOR DETAILS II "" PERPENDICULAR CURB RAMP (TYP.)- SEE STANDARD PLAN F-40.15 FOR DETAILS 5. WHEN AN EXTENDED PUSHBUTTON PRESS IS USED TO PROVIDE Q ANY ADDITIONAL FEATURES (SUCH AS ADDITIONAL CROSSING TIME), WARNING CROSSWALK LAYOUT (TYP.)- SEE THEN THE TACTILE ARROW SHALL BE MARKED AT ITS CENTER WITH DETECTABLE SURFACE - SEE STANDARD PLAN M-15.10 FOR DETAILS THREE BRAILLE DOTS FORMING AN EQUILATERAL TRIANGLE. STANDARD PLAN F-45.10 6. WHEN ADDITIONAL CROSSING TIME IT PROVIDED BY AN EXTENDED FOR DETAILS PUSHBUTTON PRESS,A "PUSH BUTTON FOR 2 SECONDS FOR EXTRA ('� CROSSING TIME"SIGN (R10.32P)SHALL BE INSTALLED ADJACENT 5'MAX. �C TO OR INTEGRAL WITH THE ACCESSIBLE PEDESTRIAN PUSHBUTTON ASSEMBLY.PROVIDE 2"(IN)SPACING BETWEEN EDGES OF SIGNS. � Q PARALLEL CURB RAMP PERPENDICULAR CURB RAMP DESIGNER NOTE:NOTES 7 AND 8 ARE NOT INTENDED FOR INCLUSION 50'(FT) RADIUS SHOWN 35'(FT) RADIUS SHOWN IN THE CONTRACT DOCUMENTS (LEVEL 22). 7. CONTACT THE H.Q.TRAFFIC OFFICE FOR SIDEWALKS WIDER THAN 10'(FT). SIDEWALK - SEE STANDARD 8. PLACE PEDESTRIAN PUSHBUTTONS WITHIN 10'(FT)FROM CENTER PLAN F-30.10 FOR DETAILS OF CURB RAMP (MEASURED FROM THE FRONT OF THE CURB)OR SHOULDER PER MUTCD SECTION 4E.08.DOCUMENTATION IS REQUIRED IF 10'(FT)CANNOT BE ACHIEVED. SIDEWALK - SEE STANDARD PERPENDICULAR CURB RAMP PLAN F-30.10 FOR DETAILS (TYP.)- SEE STANDARD PLAN F-40.15 FOR DETAILS PARALLEL CURB RAMP (TYP.)- SEE STANDARD PLAN F-40.12 FOR DETAILS ACCESSIBLE PEDESTRIAN SYSTEM (APS)ASSEMBLY - SEE STANDARD PLAN J-20.11 FOR DETAILS (SEE DESIGNER NOTE 8) ACCESSIBLE PEDESTRIAN SYSTEM (APS) �y ASSEMBLY (TYP.)- SEE STANDARD ` PLAN J-20.10 FOR DETAILS (SEE DESIGNER NOTE 8) DETECTABLE WARNING SURFACE (TYP.)- SEE STANDARD PLAN F-45.10 FOR DETAILS DETECTABLE WARNING SURFACE (TYP.)- CROSSWALK LAYOUT (TYP.)- SEE SEE STANDARD PLAN F-45.10 FOR DETAILS STANDARD PLAN M-15.10 FOR DETAILS 5'MAX. L LEGEND PARALLEL CURB RAMP PERPENDICULAR CURB RAMP ACCESSIBLE PEDESTRIAN 25'(FT) RADIUS SHOWN 35'(FT) RADIUS SHOWN SIGNAL (APS)ASSEMBLY FILE NAME S:1Design R P& S14-Standardsl2-Plan Sheet Library101-Published PSL1(IS)Illumination,Signals,and ITS1(IS-12)Accessible Pedestrian Push Button P st PlacementllS-12.dgn Plot 1 TIME 1.37:46 PM REGION STATE FED.AID PROJ.NO. PLAN REF NO O. DATE 1016/2014 PLOTTED BY FletcCo WAS MAP IS-12 DESIGNED BY JOB NUMBER Washington State SHEET ENTERED BY CHECKED BY CONTRACT NO. LOCATION NO. Department of Transportation OF PROJ.ENGR. TYPICAL PEDESTRIAN PUSHBUTTON 7 REGIONAL ADM. REVISION DATE DATE BY P.E.STAMP BOX P.E.STAMP Box DATE POST PLACEMENT SHEETS SIGNAL STANDARD NOTES: 90° 1. I VARIABLE/DYNAMIC MESSAGE SIGNS MAY NOT BE INSTALLED ON THESE B1 B2 B3 B4 POLES. BLANK OUT SIGNS MAY BE INSTALLED ON MAST ARM OR VERTICAL j POLE. S1 S2 S3 S4 � 5 MAST ARM EQUIPMENT 180° 2. POLE ORIENTATION ANGLE IS MEASURED BETWEEN THE STATION OFFSET B# VEHICLE DISPLAY I X1 I X2 j j I X3 w - - - -- LINE AND THE CENTER OF THE BASEPLATE FRONT. THE POLE HAND HOLE ' 3 IS ALWAYS AT THE BACK OF THE BASEPLATE (180- ON THE BASEPLATE). S# MAST ARM SIGN j L SN MAST ARM STREET mp OF 3. B# POSITIONS HAVE TENONS INSTALLED AT POSITIONS SHOWN IN CHART NAME SIGN 1 UNLESS TYPE N MOUNT REQUIRED. j A2 X# PRE-EMPT,VIDEO, 270° OR RADAR DETECTOR 1 4. B# POSITIONS REQUIRING TYPE N MOUNTS AND ALL OTHER MAST ARM WIRED DEVICES SHALL HAVE MAST ARM FIELD DRILLED AND PLASTIC SPLIT BUSHING INSTALLED FOR CABLE ENTRANCE. j X7 SN POLE MOUNTED EQUIPMENT ORIENTATION DETAIL 5. S#,SN,AND SP POSITIONS SHALL HAVE SIGNS FIELD INSTALLED. SIGN SIZES j SHALL NOT EXCEED THE MAXIMUM VALUES LISTED FOR EACH POSITION. B1 51 X2 2 KEY ITEMS B2 S2 6. SIGN SN SHALL BE V-0"MIN.TO 2'-6"MAX.FROM POLE CENTERLINE TO LOON-WINDLOAD DEVICE DEVICES OFFSET B3 S3 X3 B4 SN O ITEM SIGN EDGE. S4 1 LUMINAIRE X1 IR VID.DET. 00.0 ___ 1 2 HAND HOLE 7. SIGN SP SHALL BE A MINIMUM OF 2'-0"FROM THE EDGE OF THE SIGN X2 EVP DET. 00.0 ------ -- -- NOTE 6� Al -- --- VEHICLE DISPLAY TO THE FACE OF CURB OR EDGE OF SHOULDER. --- ____ 3 X3 RADAR DET. 00.0 ', MAXIMUM SIGN SIZES ---------- OR SIGN (SP) 8. FACE OF POLE SHALL BE A MINIMUM OF THE REQUIRED DEFLECTION SIGN HEIGHT WIDTH AREA 4 PEDESTRIAN DISPLAY DISTANCE SHOWN IN DESIGN MANUAL EXHIBIT 1610-3 FROM THE S# 3.0 FT N/A 7.5 SQ.FT. LUMINAIRE MAST ARM (FIELD ORIENT) APPLICABLE BARRIER - OR 2'-0"FROM FACE OF CURB,EDGE OF SN X Y Z ft 3 5 TERMINAL CABINET 3.0 FT N/A 36.0 SQ.FT. 3 SHOULDER,OR BACK OF BARRIER -WHICHEVER IS LONGER. SP N/A 3.0 FT 15.0 SQ.FT. MAST ARM X Y Z (ft3) 6 APS PPB-M (FIELD ORIENT) LENGTH L 9. PEDESTRIAN PUSHBUTTONS SHALL BE INSTALLED AT 3'-6"FROM SURFACE 3 6' 19.8 I 09 SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY S OF SIDEWALK TO CENTER OF CIRCULAR PUSHBUTTON (NOT THE HOUSING) 8' 26.4 4 90° Fo HORIZONTAL DISTANCE MIN. MAX. 10, 33.0 1 12'-0" `9�F 10. WHERE TYPE E PEDESTRAIN SIGNAL DISPLAY MOUNTS ARE 4 4 FROM STOP LINE ALL 40' 45' 50' 53'-180' 12' 396 1 2 REQUIRED,AND AN 8-SIDED POLE IS PROVIDED,TYPE A OR .M 3 SECTON 12" 14' 46.2 B MOUNTS SHALL BE USED INSTEAD. 16.5' 17.5' 19.2' 20.9' 22.0' w�' - I 180°- 5 SECTION CLUSTER 12" 16' 52.8 8'-0" 11. SEE STANDARD PLAN J-20.01 FOR REQUIRED POLE ID TAGS. ', 4 SECTION 12" 16.5' 17.0' 18.0' 19.T 20.8' 5 4)E1 g STANDARD PLAN REFERENCES b 5 SECTION 12" 16.5' 17.0' 17.5' 18.5' 19.6' 1 6 6, 270° p� STANDARD / ► c TYPE POLE FOUNDATION ELECTRICAL 6 6 6 ELEVATION IS TO 2 G N O b o MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY TOP OF FOUNDATION w 1 2 F STANDARD CURB FIXED J-20.10 J-20.10 J-20.10 a O D CURB OR EDGE OF SHOULDER z ORIENTATION 90, y� PPB ROADWAY ANGLE (P.O.A.) BREAKAWAY J-20.15 J-20.15 J-20.15 � LU SEE NOTE 2 CD O O O PS J-20.16 J-21.10 J-20.20 z z z LIMITS OF VERTICAL CLEARANCE LOCATION STATION I J-21.15 J-21.10 PN�IA 1 POST STANDARD STANDARD.20 TYPE PPB TYPE PS TYPE I TYPE II,III,AND SD SIGNAL STANDARDPUSHBUTTON PED.SIGNAL VEHICLE SIGNAL (DOUBLE ARM POLES WITH ARMS AT 90- ARE CONSIDERED TYPE II OR TYPE III. NOTE 8POLE ORIENTATION AND II,III,SD N/A J-26.1J-26.15 N/A DOUBLE ARM POLES WITH ARMS AT OTHER THAN 90' ARE CONSIDERED TYPE SD.) E1 ATTACHMENT POINT DETAIL SIGNAL STANDARD DETAIL CHART STD. SR MOUNTING SIGNAL MAST ARM DATA LUMINAIRE CALCULATED POLE ATTACHMENT POINT SOIL FOUNDATION DEPTH (FT) FIELD LOCATION POLE HEIGHT(FT) 2 ARM POLE FOUNDATION BEARING No. SR # MILE OFFSETS (FT)(Z)(POLE�TO ATTACHMENT POINT) WINDLOAD AREAS (FT 2)(X)(Y) (FT) XYZ(FT3) 0 ANGLES (DEGREES) DESIGN PRESSURE ALTERNATE 1 ALTERNATE 2 REMARKS O POST STATION OFFSET LT.RT.ELEV.*P.O.A. TYPE Al A2 B1 Sol B2 S2 B3 S3 B4 S4 SN B1 Sol B2 S2 B3 S3 B4 S4 SN C �C D Ell E2 F G XYZ(FT3) (PSF) Y RD. 3'SQ. 4'RD. 3'RD. 4'RD. 00 000 000.00 000+00 00.0 X X 000 000 000 00.000.0 00.0 00.0 00.0 00.0 00.0 00.0 00.0 00.0 00.0 00.0 00.0 00.0 00.0 00.0 00.0 00.0 00.0 00.0 00 000 000 000 000 000 00 000 000 00 00 00 00 00 XXXXXXXXXX 4_1 *ELEVATION IS TO TOP OF FOUNDATION. FIELD VERIFY ELEVATION PRIOR TO ORDERING SIGNAL STANDARDS. **CALCULATED POLE XYZ (FT) IS THE SUM OF THE TOTAL XYZ (FT3)FOR IF NO ELEVATION SHOWN,ELEVATION SHALL MATCH TOP OF SIDEWALK OR ROAD SHOULDER AS APPLICABLE. THE SIGNAL ARM AND THE XYZ (FT') FOR THE LUMINAIRE ARM (IF PRESENT). FILE NAME C:1Storage101 Manual Revisions= Std Details\IS-1 312 0 2 3-0411S-13.dgn Plot 1 TIME 09:40:09 R NO.N STATE FED.AID PROJ.NO. PLAN REF NO DATE 4/19/2023 PLOTTED BY Jacksfl 10 WAS OF IS-13 DESIGNED BY JOB NUMBER Washington State SHEET ENTERED BY CHECKED BY CONTRACT NO. LOCATION NO. Department of Transportation OF PROD.ENGR. DATE DATE TRAFFIC SIGNAL STANDARD CHART SHEETS REGIONAL ADM. REVISION DATE BY P.E.STAMP BOX P.E.STAMP BOX STAINLESS STEEL FLAT 1/8 * W NOTES WASHER(TYP.) 3"(IN) PIPE CAP TOP OF POST 3"(IN)PIPE THREE 1/4"(IN)STAINLESS TOP OF POST All1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. STEEL HEX NUTS 2. Where shown in the plans,install plaque(R10-32P)"PUSH BUTTON FOR 2 SECONDS FOR EXTRA GROUNDING CONNECTION o CROSSING TIME"above the Accessible Pedestrian Signal(APS) assembly. Add 14"(in)to post „ SEE DETAIL @ LEFT ili �" height to accomodate plaque and leave a 2"(in) space between signs. 1/4 x 1/4 (IN)LONG 9 P q P 9 h H POST WALL EQUIPMENT GROUNDING �ii o STAINLESS STEEL � , THREADED STUD EQUIPMENT GROUNDING CONDUCTOR AND CONDUCTOR h i W 3. Mounting distances vary between manufacturers. See manufacturer's recommendations for * mounting information. FULL CIRCLE CRIMP-ON CONNECTOR — FIELD DRILL AND TAP FOR i y WELD STUD TO POLE WALL TO 4 -� CRIMPED WITH A MANUFACTURER'S 14-20 THREAD BOLT �� �i� ,� MAXIMUM EXTENT POSSIBLE -- 4. Junction Box serving the Standard shall preferably be located 5'-0"(10'- 0"Max.)from the (1/2"(IN)MINIMUM WELD) RECOMMENDED CRIMPER - - 3/4"(IN)DIAMETER HOLE post. GROUNDING CONNECTION DETAIL POST DETAIL 5. Two button installation may require adaptor(s). 6. Top of foundation shall be flush with top of adjacent sidewalk.or road surface if no sidewalk 5/8"(IN)DIAMETER011/4" 1/2"(IN)DIAMETER PEDESTRIAN PUSHBUTTON POST- �; EQUIPMENT GROUNDING is present. HOLEOLE 3"(IN) STEEL PIPE (SCHEDULE 40) CONDUCTOR CONDUIT COUPLING - INSTALL FLUSH ACCESSIBLE PEDESTRIAN WITH TOP OF FOUNDATION(FOR PVC, SIGNAL/(APS)ASSEMBLY p` DO NOT GLUE CONDUIT STUBOUT) ■ 10"(IN)MAXIMUM 6 (IN)DIAMETER 3/4 IN CHAMFER TYP. -BOLT CIRCLE (IN)STEEL ( ) (TYP.) w PLATE �,, {} CI {} TOP OF FOUNDATION °z /,z ANCHOR BOLT TEMPLATE FINISHED GRADE u�I (SEE NOTE 6) o w Z- �" O? 5/8 (IN) DIAMETER ti rt r `�'z EDGE OF 1/2"(IN) STEEL HOLE (TYP.) SIDEWALK PLATE 6" (IN)DIAMETER /C1 '011, BOLT CIRCLE PREMOLDED JOINT FILLER O , ^ - i i � � � i i = i COMMERCIAL CONCRETE i � � �� FINISHED GRADE I TOP OF SIDEWALK 0 O OR ROAD SURFACE 3 9/16"(IN) DIAM. ANCHOR BOLT TEMPLATE ASSEMBLY HOLE 3"(IN)STEEL PIPE o r - ANCHOR TEMPLATE -TWO REQUIRED (SCHEDULE 40) �,, r 1/2"x 18"(IN) FULL THREAD ANCHOR BOLT BASE PLATE DETAIL U U FOUR REQUIRED PER ASSEMBLY ELEVATION 1/2"(IN)DIAMETER STEEL HEAVY HEX NUTS- FOUR REQUIRED PER ANCHOR BOLT MFLINTJq FLAT WASHERS - FOUR REQUIRED PER kS ANCHOR BOLT pF WAs�j�ti I EQUIPMENT i iam lint Jackso 12:OOP T) GROUNDING BASE PLATE ASSEMBLY 48821 CONDUCTOR 1/2 (IN) DIAMETER STEEL HEAVY HEX NUT, 1" (IN) DIAMETER �EGrsTFVk- W/FLAT WASHER,TWO EACH REQUIRED 1'-6" ELECTRICAL CONDUIT sSIDNAL 3/16 PER ANCHOR BOLT-MIN.OF TWO THREADS 6" SQUARE N a ABOVE TOP OF NUT OR 5/8" (IN)MAXIMUM Sep 29,2023 rt r (TYP.) GROUT PAD-INSTALL AFTER ACCESSIBLE PEDESTRIAN PUSHBUTTON PLUMBING POST FOUNDATION DETAIL POST (PPB) AND FOUNDATION 2"(IN) LONG 3/8"(IN)DRAIN CONDUIT STUBOUT STANDARD PLAN J-20.10-05 TUBE(ABOVE 1"(IN)DIAMETER SHEET 1 OF 1 SHEET GRADE) 1/8 ELECTRICAL CONDUIT APPROVED FOR PUBLICATION O A Aw�C Oct4,2023 DETAIL Amok Washington State STATE DESIGN ENGINEER PERSPECTIVE VIEW MAP Department of Transportation 2 #4(TYP.) TOP OF POST N 3"(IN) PIPE CAP NOTES 1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. #4 0 2. Where shown in the plans, install plaque (R10-32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA GROUNDING CONNECTION - Q SEE DETAIL L CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to the PPB post height to of •I = �0 accommodate plaque and leave a 2 (in) space between signs. ACCESSIBLE PEDESTRIAN a 3. Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information. I• 0 SIGNAL APS ( )ASSEMBLY 4. Junction Box servingthe Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard. A p Y 5 Supplemental rounding Conductor shall be non-insulated #4AWG stranded copper and shall be clamped to vertical rebar N a � with a connector suitable for use embedded in concrete: Provide 3' - 0" min. slack. Attach to pole grounding stud with a full N FIELD DRILL AND TAP FOR °z circle crimp-on connector (crimped with a manufacturer recommended crimper). 1/4-20 THREAD BOLT(TYP.) W 6. Two button installation may require adaptor(s). J � J W o TYP. 1/2" IN STEEL ^ OF PUSHBUTTON PIPE CAP 1/8 z 7 PLATE 1/4"(IN) STEEL TOP OF POST STAINLESS STEEL � 2 1/2"CLR. 3 1/2" I z (TYP.) ( ) - - - - - - - PLATE FLAT WASHER(TYP.) 1 1/2"(IN) DIAM. SQUARE 5/8"(IN) DIAM. W 5/8" IN 5/HOLE)(TYP.) HOLE HOLE(TYP.) F ( ) DIAM. N z PLAN VIEW © z HOLE � 6"(IN) DIAM. O W © 1/4"(IN) X 1-1/4"(IN) LONG LU BOLT CIRCLE o U)i � STAINLESS STEEL r- t 1„ POST WALL THREADED STUD � - 3/4"(IN) \ i ° EQUIPMENT GROUNDING THREE 1/4"(IN) STAINLESS CHAMFER © [� _= N CONDUCTOR AND FULL CIRCLE STEEL HEX NUTS (TYP) 1 #4(TYP.) a 6", DIAM. Q CRIMP-ON CONNECTOR-CRIMPED 3"(IN) STEEL PIPE BOLT CIRCLE --_.- WITH A MANUFACTURER'S FINISHED 1 1/2" 3 9/16" (IN) DIAM. 3"(IN) STEEL PIPE = RECOMMENDED CRIMPER GRADE CLR. HOLE (SCHEDULE 40) (SCHEDULE 40) GROUNDING CONNECTION DETAIL BASE PLATE DETAIL ANCHOR BOLT TEMPLATE * WELD STUD TO POLE WALL TO MAXIMUM EXTENT — a M POSSIBLE-1/2"(IN)MINIMUM WELD D CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS 0 TOP OF EQUIPMENT F- X I � � iD EQUIPMENT GROUNDING Q .I— III--4. SIDEWALK GROUNDING CONDUCTOR z I BASE PLATE ASSEMBLY Nr CONDUCTOR 1/2"(IN) DIAMETER STEEL HEAVY HEX NUT, WITH D o 1/2"(IN) FLAT WASHER, TWO EACH REQUIRED PER 3/16 ANCHOR BOLT- MINIMUM OF TWO THREADS ABOVE I = TOP OF NUT OR 5/8"(IN) MAXIMUM (TYP.) 2 1/2" (IN) CLR. v �� ° I (TYP.) PREMOLDED JOINT FILLER 1/2" (IN) STEEL BASE PLATE 1/2"(IN)BASE PLATE- p ° SEE DETAIL GROUT PAD- INSTALL I 2 #4(TYP.) ���/ = AFTER PLUMBING v I— �-I• 1 " J 1 #4(TYP.) 3/8"(IN)DRAIN TUBE 1/8 F_ STANDARD ANCHOR BOLT TEMPLATE ASSEMBLY TOP OF CURB o 0 D ANCHOR BOLT TEMPLATE-TWO REQUIRED r U 2"(IN) LONG w " CONDUIT COUPLING INSTALL r PVC STUBOUT =y__ 1/2"(IN)X 24"(IN)FULL THREAD ANCHOR FLUSH WITH TOP OF FOUNDATION. WA6yJ� BOLTS-FOUR REQUIRED ' ° °� (DO NOT GLUE PVC STUBOUT) c� I° , 1 1/2"CLR. TOP OF SECTION 1"(IN) DIAMETER 1/2"(IN)DIAM.STEEL HEAVY HEX NUTS- (TYP.) SIDEWALK ELECTRICAL CONDUIT FOUR REQUIRED PER ANCHOR BOLT -- -- ; FLAT WASHERS-FOUR 1 6" R QU RED PER ANCHOR BOLT o D I° -® 4882i SQUARE - PREMOLDED I T��� b JOINT FILLER ��I®NAL VP SECTION A I° O ANCHOR BOLT TEMPLATE ASSEMBLY ACCESSIBLE PEDESTRIAN REINFORCING STEEL BENDING DIAGRAM - - `_�_�-� +�_, 2 #4(TYP.) SEE STD.SPEC.SECTN.9-07.1(2) p PUSHBUTTON WITH FOR BENDING DIAMETERS CURB BASE 135' STANDARD PLAN J-20.11-03 HOOK io 1O (TYP.) 1 6 1"(IN)DIAMETER ma Pd spa®®® p a SHEET 1 OF 2 SHEETS of #4 0 #4 ELECTRICAL CONDUIT APPROVED FOR PUBLICATION i 6" V-6" STATE DESIGN ENGINEER ELEVATION Washington State Department of Transportation DIMENSIONS ARE OUT TO OUT TYPE PPB STANDARD DETAILS PERSPECTIVE VIEW MR- J D J w GROUNDING CONNECTION - o SEE STANDARD PLAN J-20.20 EQUIPMENT GROUNDING R CONDUCTOR SUPPLEMENTAL GROUNDING w BASE PLATE ASSEMBLY- LL 6" (IN) DIAMETER HOLLOW IN �� • • CONDUCTOR (SEE NOTE 5) 1 3/4"(IN)DIAMETER STEEL HEAVY HEX NUT, CENTER OF GROUT PAD m \ 3/4"(IN) STEEL BASE PLATE- SEE DETAIL WITH FLAT WASHER,TWO EACH REQ'D O O • y PER ANCHOR BOLT-MINIMUM OF z ®#4 • TWO THREADS ABOVE TOP OF NUT GROUT PAD- INSTALL AFTER Q ©#4 —� PLUMBING STANDARD OR 5/8"(IN)MAXIMUM(TYP.) p #4 • O O • (TYP.) 3/8"(IN) I.D. DRAIN TUBE LE 3/4" (IN) CHAMFER NUT(TYP.) G IN GROUT PAD • • — • �� a ®#4 2" (IN) LONG PVC STUBOUT I (TYP.) FINISHED 1 T 2 1/2"CLR. GRADE 1"TO 2" TOP OF FOUNDATION (TYP) #4 FLUSH WITH SIDEWALK 2'-0' (o 0 •� —, TOP OF SI SQUARE DEWALK Ll 6"(IN) DIAM. HOLLOW 0 I - PLAN VIEW IN CENTER OF 2 1/2" CLR. GROUT PAD 91k FOUNDATION DETAILS __ S 1 _ PREMOLDED 1"(IN) DIAMETER HOLE(TYP.) r-, I ,-;- JOINT FILLER SUPPLEMENTAL GROUNDING I' TYPE PS OR TYPE 1 ACCESSIBLE PEDESTRIAN CONDUCTOR CLAMP N(:: SIGNAL POLE SIGNAL(APS)ASSEMBLY (SEE NOTE 5) TYPE PS OR ©#4 REINFORCING STEEL TYPE 1 SIGNAL POLE QUANTITIES LIST (TYPE 1 SHOWN) o iI ANCHOR BOLT �� ELECTRICAL CONDUIT-SEE MARK CONTRACT FOR DIAMETER 9"(IN) DIAMETER 1/8 BOLT CIRCLE 3/16 QTY. 3 2 3 7 SECTION (F) 0 3/4"(IN) STEEL PLATE WITH HOLE= POLE BASE+ 1/6" (IN) °p KEY NOTE BASE PLATE DETAIL HAND HOLE O CONDUIT COUPLING- INSTALL FLUSH WITH TOP OF 1/4"(IN) STEEL `O ®#4 PREMOLDED FOUNDATION. (DO NOT GLUE PVC STUBOUT) 1" (IN) DIAMETER PLATE M JOINT FILLER HOLE(TYP.) �- N � U N TOP OF 1 1/2" 1 1/2" CURB II II r _ TOP OF YLINT ih ° ,' �O FOUNDATION ®� 9"(IN) DIAMETER WAS f BOLT CIRCLE 'v ��� - � ®� cn ANCHOR BOLT TEMPLATE ° I I REINFORCING STEEL BENDING DIAGRAM o I°P ° DI #4 �® SEE STD.SPEC.9-07.1(2) FOR BENDING DIAMETER 135° a �� 48821 w� 19TE� 1'-7" HOOK (TYP.) •I--�f + - - �I®NAL E� Y Ico II II 135° 7 -N ^- HOOK #4 ELECTRICAL CONDUIT-SEE O (TYP.) CONTRACT FOR DIAMETER ° I I _' � --- ACCESSIBLE PEDESTRIAN -- 1 I - PUSHBUTTON WITH #4 1,-7„ ANCHOR BOLT TEMPLATE ASSEMBLY CURB BASE ANCHOR BOLT TEMPLATE- TWO REQUIRED STANDARD PLAN J-20.11-03 3/4"(IN)X 36"(IN)FULL THREAD ANCHOR 2 1/2"CLR. i�t SHEET 2 OF 2 SHEETS BOLT-FOUR REQUIRED 2'-7 3'-2 3/4"(IN)DIAM.STEEL HEAVY HEX NUTS-- (TYP.) 2'- 0 N U APPROVED FOR PUBLICATION Q5 #4 © #4 FOUR REQUIRED PER ANCHOR BOLT SQUARE PERSPECTIVE VIEW FLAT WASHERS- ELEVATION FOUR REQUIRED PER ANCHOR BOLT STATE DESIGN ENGINEER DIMENSIONS ARE OUT TO OUT FOUNDATION DETAIL �Washington State Department of Transportation TYPE 1 SIGNAL STANDARD DETAILS -" 3"(IN)PIPE CAP 1 1" THREAD TOP OF r POST NOTES: 1. See Standard Specification Section 9-06.16 for Breakaway Base Connection details. --- __ __ * Dimensions for the parts used to assemble the base connections are intentionally not shown. GROUNDING CONNECTION - ,__ PIPE CAP 1/8 SEE DETAIL STAINLESS STEEL Base connections are patented manufactured products that are in compliance with NCHRP TOP OF POST FLAT WASHER(TYP.) 350 crash test criteria. The Breakaway Base Connection details are only shown on this plan to illustrate how parts are assembled. cn 114"(IN) x 1 114" (IN) LONG o N STAINLESS STEEL 2. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton (APS) details-, Audible EQUIPMENT GROUNDING THREADED STUD Information Device (AID) pedestrian pushbutton similar. CONDUCTOR 3. Secure conductor in adjacent Junction Box per detail in Standard Plan J-28.70. POST WALL THREE 1/4"(IN) STAINLESS 4. Where shown in the plans, install plaque R10-32P PUSH BUTTON FOR 2 SECONDS FOR STEEL HEX NUTS p p q ( ) EXTRA CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add LO w EQUIPMENT GROUNDING CONDUCTOR 14" (in) to post height to accommodate plaque and leave a 2" (in) space between signs. AND FULL CIRCLE CRIMP-ON CONNECTOR- FIELD DRILL AND TAP FOR i im z CRIMPED WITH A MANUFACTURER'S 5. Mounting distances vary between manufacturers. See manufacturer's recommendations for 1/4-20 THREAD BOLT(TYP.) <1i RECOMMENDED CRIMPER mounting information. 6. Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the GROUNDING CONNECTION DETAIL Standard. WELD STUD TO POLE WALL TO MAXIMUM EXTENT POSSIBLE-- 1/2"(IN)MINIMUM WELD 7. Two button installation may require adaptor(s) or extension(s). i CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS - ram- r` (SHOWN EXPLODED FOR CLARITY) 8. Pushbutton height is measured from the walking surface to the center � u r of the actual pushbutton circle. -- i O v i H o - - O 5/8"(IN) DIAMETER II w HOLE = PEDESTRIAN PUSHBUTTON POST-3"(IN)STEEL PIPE (SCHEDULE 40) POST DETAIL 3"(IN)PEDESTRIAN PUSHBUTTON POST z BRACKET ADAPTER(TYP.) 3"(IN)PEDESTRIAN W QV PUSHBUTTON POST /y EQUIPMENT GROUNDING _ �( t,Lgj1T7, CONDUCTOR M ,b i>V WASIf�����y BRACKET ADAPTER 0 z ANCHOR BRACKET(TYP.) C OUPLING , P) ~ COUPLING BOLT o _ Qi� (TYP.) BRACKET ®� aaszi w� w (TYP.) �c13TER 1� _ NAL CN TOP OF Jun 20,2024 SHIM(TYP.) FOUNDATION ANCHOR FERRULE PEDESTRIAN PUSHBUTTON SHIM(TYP.)-NO MORE THAN (PPB) POST N ANCHOR COUPLING TWO PER COUPLING ANCHOR (TYP.) STANDARD PLAN J-Or15-04 FERRULE(TYP.) CONDUIT COUPLING-INSTALL FLUSH WITH TOP OF FOUNDATION SHEET 1 OF 2 SHEETS 1"(IN)DIAM. ELECTRICAL (DO NOT GLUE PVC STUB-OUT) APPROVED FOR PUBLICATION CONDUIT EXPLODED VIEW �f C Jun 21,2024 a BREAKAWAY BASE CONNECTOR STATE DESIGN ENGINEER DETAIL O (SEE NOTE 1) �Washington State Department of Transportation 3"(IN)PEDESTRIAN PUSHBUTTON POST ' TOP OF FOUNDATION 3/4"(IN)CHAMFER BRACKET(TYP.) EDGE OF (TYP.) A SHOULDER O ANCHOR COUPLING z (TYP.) TOP OF PAVED a SURFACE o ° LU PREMOLDED z w oof JOINT FILLER LL > j p i i EDGE LINE C7 O m I'I ° COMMERCIAL ro o ° p CONCRETE N p , ° FLAT FOUNDATION CURB FOUNDATION N p ° �' PERSPECTIVE VIEW PERSPECTIVE VIEW p D I ANCHOR FERRULE (TYP.) (SKIRT NOT SHOWN) 2 #4(TYP.) 3/4"(IN) CHAMFER (TYP) 1 #4(TYP.) 1"(IN)DIAMETER ELECTRICAL 1�#4 CONDUIT — FINISHED ° ° 11/2" •I GRADE CLR. 6" 1'-6" SQUARE OR ROUND I• a FLAT FOUNDATION DETAIL I o j - TOP OF � � � � `O g SIDEWALK ELEVATION VIEW N N of I D BRACKET ADAPTER(TYP.) -- •� BRACKET(TYP.) (TY2 1/2"(IN) CLR. TOP OF (IN) o PREMOLDED JOINT FILLER FOUNDATION COUPLING BOLT(TYP.) 2 1/2"CLR. 3 1/2"Q v ° �— �--r 2 #4(TYP.)#4(TYP.) P•) ANCHOR COUPLING(TYP.) 1'-6" USHIM(TYP.) TOP OF CURB SQUARE o 0 D I'T D D M ° 1 1/2"CLR. TOP OF CURB FOUNDATION (TYP.) SIDEWALK PLAN VIEW 1"(IN) DIAMETER ~ ELECTRICAL CONDUIT 48821 I , PREMOLDED REINFORCING STEEL BENDING DIAGRAM 1'-6" �� c13 TER$����� JOINT FILLER DIMENSIONS ARE OUT TO OUT SEE STD.SPEC.SECTN.9-07.1(2) SQUARE SI®NAL I I _ FOR BENDING DIAMETERS 135° SECTION OA Jun 20,2024 HOOK 2 #4(TYP.) in O (TYP.) ,'-6., PEDESTRIAN PUSHBUTTON #a #4 APPB) POST AN FOUNDATION STANDARD PLAN J-20.15-04 CID 1"(IN)DIAMETER SHEET 2 OF 2 SHEETS ELECTRICAL APPROVED FOR PUBLICATION CONDUIT 6" 1'-6„ A" )J.,w Jun 21,2024 STATE DESIGN ENGINEER CURB FOUNDATION DETAIL AM ELEVATION VIEW Washington State Department of Transportation NOTES PEDESTRIAN SIGNAL HEAD WITH TYPE D MOUNT 1. See Standard Plan J-21.10 for Signal Standard Foundation with Fixed Base and Slip Base details. _______ 2. Steel shaft shall be tapered either round or dodecagon (12-sided), 11 gage, 4 1/2" (in)O.D. at slipfitter weld. Taper shall be 0.14" (in) per foot. 3. Welding of structures shall be in accordance with the latest edition of the AWS D1.1 Structural Welding Code-Steel. All butt welds shall be ground flush with base metal. TOP OF TOP OF z POLE POLE 4. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. Of 1/a"(IN)WEEP HOLE 5. See Standard Plan J-20.20 for Accessible Pedestrian Signal Standard Electrical details. 1/4"(IN)WEEP HOLE m 1/4"(IN) 6. Hand holes shall include a removable, rain-tight cover and gasket, fastened with two stainless steel z WEEP OFFSET SLIPFITTER screws(ASTM 593). ?� HOLE - BELOW MATCHLINE— SEE DETAILS 7. Supplemental grounding conductor shall be non-insulated#4 AWG stranded copper and shall be o ON PEDESTRIAN SIGNAL HEAD clamped to vertical rebar with a connector suitable for use embedded in concrete. Provide 3'-0" min. ib MATCHLINE WITH TYPE D MOUNT MATCHLINE p _�_ slack.Attach to pole grounding stud with a full circle crimp-on connector(crimped with a manufacturer ABOVE MATCHLINE—USE DETAILS recommended crimper). FOR PEDESTRIAN SIGNAL HEAD 8. The junction box serving the standard shall preferably be located 5'-0"(10,-0" max.)from TYPE C MOUNT PLACEMENT WITH TYPE C MOUNT the standard. 9. Where shown in the plans, install plaque (R10-32P)"PUSH BUTTON FOR 2 SECONDS FOR EXTRA 1"(IN) 91, CROSSING TIME" two inches above the Accessible Pedestrian Signal (APS)Assembly. DIAMETER HOLE (TYP.) TAPERSHAFTED STEEL 1/4"(IN)STAINLESS ,— TAPERED STEEL SHAFT STEEL HEX NUT (SEE NOTE 2) \` POLE WALL STAINLESS STEEL ! WASHERS(TYP.) 1\ ! o ® ACCESSIBLE PEDESTRIAN 1/4"(IN) DIAMETER x 1 1/4"(IN) LONG 9"(IN) DIAMETER co SIGNAL(APS) (SEE NOTE 5) STAINLESS STEEL STUD b-\ A BOLT CIRCLE ———' Isg 3/4"(IN)STEEL PLATE 1/8 1/8 1/4"(IN)STAINLESS 3/16 STEEL NUT HEX(TYP.) BASE PLATE DETAIL FULL CIRCLE CRIMP-ON INSTALL ROSETTE IF CONNECTOR(TYP.) KNOCKOUT IS OPEN EQUIPMENT GROUNDING SUPPLEMENTAL GROUNDING CONDUCTOR CONDUCTOR GROUNDING CONNECTION— GROUNDING CONNECTION JOsE�� ! SEE DETAIL rl i ! DETAIL �® �v ply wAsyf�c ` HAND HOLE EQUIPMENTNIPPLE GROUNDING CONDUCTOR (SEE NOTE 6) SUPPLEMENTAL GROUNDING CONDUCTOR � (SE NOTE 8) �IC d 1/4"(IN)WEEP TOP OF 00 TOP OF ] Off, lf�, 39820��O �yW HOLE SIDEWALK FOUNDATION �sGI AL OFFSET SLIPFITTER— PREMOLDED PEDESTRIAN SIGNAL OFFSET TO FRONT JOINT FILLER I !OF POLE STANDARD (TYPE PS) I ' ' ' ' SUPPLEMENTAL GROUNDING DETAILS CONCRETE FOUNDATION I CONDUCTOR (SEE NOTE 8) (SEE NOTE 1) I I — STANDARD PLAN J-20.16-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION TYPE D MOUNT VIEW OA PEDESTRIAN SIGNAL STANDARD STATE DESIGN ENGINEER (FIXED BASE SHOWN) T Washington State Department of Transportation TYPE D MOUNTING DETAIL PERSPECTIVE VIEW -„ NOTES TERMINAL BLOCK 1. See Standard Plan J-21.10 for Signal Standard Foundation with Fixed Base o and Slip Base details. 2. See Standard Specification 9-29.3 for Cable Conductor requirements. o TERMINAL o 3. Install heat shrink caps on all spare conductors not terminated on a terminal strip. BLOCK(TYP.) 000 4. Supplemental grounding conductor shall be non-insulated#4 AWG stranded copper R and shall be clamped to vertical rebar with a connector suitable for use embedded o R *3 � in concrete: provide 3'-0" min. slack. Attach to pole grounding stud with a full 0 0101 W W circle crimp-on connector(crimped with manufacturer's recommended crimper). 5. Equipment grounding conductor shall attach to grounding stud with a full circle RG o 0 o R W crimp-on connector(crimped with a manufacurer's recommended crimper). W BL G G R EP HOLE SEE NOTW �yITTER—OFFSET TOP MOUNT, E OFFSET TO FRONT OF POLE, TO SEAT SET SCREWS FOR SIGNAL HEAD MOUNTING20-1 5C#14 CABLE 1/4"WEEP HOLE DETAILS; SEE STANDARD PLAN J-20.16 5C PEDESTRIAN HEAD TERMINATIONS BRONZE COLLAR AND PEDESTRIAN SIGNAL WIRING DETAIL TERMINAL COMPARTMENT IMSA 20-1 3C#14 CABLE (TYPE D MOUNTING SHOWN) TERMINAL COLOR USE NUMBER CODE 0 0 O 7* 1 R DON'T WALK DISPLAY IMSA 20-1 7C#14 CABLE 7*2 G WALK DISPLAY U —FROM CONTROLLER (SEE NOTE 3) 7*3 W NEUTRAL CONDUCTOR } IMSA 20-1 7C OR 5C#14 CABLE_ -------- ACCESSIBLE PEDESTRIAN 7*6 B SPARE CONDUCTOR m TO SIGNAL DISPLAY(SEE CONTRACT PUSHBUTTON DETAILS_ 7 *7 O SPARE CONDUCTOR z PLANS FOR WIRE SIZE AND QUANTITIES) SEE STANDARD PLAN J-20.26 * ASSOCIATED PHASE NUMBER 2C(SH)CONDUCTOR DOUBLE PEDESTRIAN SIGNAL -FROM CONTROLLER 7C PEDESTRIAN HEAD TERMINATIONS WIRING DETAIL TERMINAL COLOR (TYPE C MOUNTING SHOWN) B---- NUMBER CODE USE W 7* 1 R DON'T WALK DISPLAY INSULINER SLEEVE 7* 2 G WALK DISPLAY 7* 3 W NEUTRAL CONDUCTOR ACCESSIBLE PEDESTRIAN PUSHBUTTON 7*6 B SPARE CONDUCTOR Z JosE�D WIRING DETAIL 7* 1 O DON'T WALK DISPLAY IMSA 20-1 7C OR 5C#14 ® OF WAsyf� ° a CABLE—TO SIGNAL DISPLAY 7* 2 BL WALK DISPLAY W 8 (SEE CONTRACT PLANS FOR 7* 3 WB NEUTRAL CONDUCTOR W � z 9 m o STAINLESS STEEL WIRE SIZE AND QUANTITIES) 2C(SH)CONDUCTOR—TO PUSHBUTTON 1g0 2 3 a W WASHERS(TYP.) (SEE CONTRACT PLANS FOR QUANTITIES) * ASSOCIATED PHASE NUMBER � W ° 1/8 GROUNDING g 1/4"DIAMETER x 1" LONG CONNECTION HAND HOLE POLE WALL STAINLESS STEEL STUD �0�, .Q� 39t320 EQUIPMENT GROUNDING �' CISTEV I M CONDUCTOR—SEE NOTE 5 s` ,(ONAL ��G Z W LEVELING NUT(TYP.) O�W 3/8"DRAIN TUBE STAINLESS STEEL REINFORCING PEDESTRIAN SIGNAL STEEL NUT BAR(TYP.) STANDARD (TYPE PS) STAINLESS N ELECTRICAL DETAIL SUPPLEMENTAL GROUNDING STANDARD PLAN J-20.20-02 CONDUCTOR STEEL NUT SEE NOTE 4 FULL CIRCLE CRIMP-ON SHEET 1 OF 1 SHEET EQUIPMENT GROUNDING CONNECTOR(TYP.) CONDUIT COUPLING—INSTALL FLUSH WITH TOP OF FOUNDATION APPROVED FOR PUBLICATION CONDUCTOR— SEE NOTE 5 (DO NOT GLUE PVC STUBOUT) GROUNDING CONNECTION Pasco Bakotich /it 5120113 DETAIL SUPPLEMENTAL GROUNDING ELECTJRICAL CONDUIT—SEE STATE DESIGN ENGINEER DATE CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS CONDUCTOR—SEE NOTE 4 CONTRACT PLAN FOR DIAMETER �Washington State Department of Transportation (SHOWN EXPLODED FOR CLARITY) FOUNDATION WIRING DETAIL -„ 9„ 1"(IN) DIAM. NOTES 1"(IN) DIAM. PLATE (E STEEL HOLE(TYP.) SIGNAL STANDARD 1. Round foundations require five reinforcing steel hoops at - 10" spacing. Square foundations require three HOLE(TYP.)Jkl LATE POLE SHAFT reinforcing steel hoops at- 1' - 3 1/2" spacing. \Q 2. Nuts for anchor bolts shall be ASTM A563 Grade A, D, or DH. Washers for anchor bolts shall meet ASTM F436. 1 1/2 3. Supplemental grounding conductor shall be non-insulated #4 AWG stranded copper and shall be clamped O 9"(IN) DIAM. BOLT to vertical rebar and anchor bolt with connectors suitable for use embedded in concrete. Supplemental ground (IN) BOLT CIRCLE CIRCLE shall be verified intact by Contracting Agency Inspector before placing concrete. 3/4"(IN) STEEL 1/8 4. Junction box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard. ANCHOR BOLT TEMPLATE PLATE WITH HOLE= 3/16 5. Provide cable tie at wiring entering the junction box — See Detail A, Standard Plan J-28.70. POLE BASE+ 1/6"(IN) BASE PLATE DETAIL 6. See Standard Plan J-20.16, J-21.15, J-21.16, or J-22.15 as applicable for pole details above this point. 2'-0„ O SIGNAL STANDARD EQUIPMENT CONDUCTOR ROUNDING 30#4 EIGHT REQ'D. ° 2 2 1/2"CLR. �� ��� �p � SEE STANDARD PLAN WITH 20 FOR i CONDUIT STUBOUT SEE CONTRACT PLANS l (TYP.) -;,„ ;� I61° o GROUND CONNECTION DETAILS FOR SIZE N ELECTRICAL - ELECTRICAL CONDUIT 3/4"(IN)STEEL BASE PLATE ° b° a a - CONDUIT . ALUMINUM SKIRT WITH = ------- - (SEE DETAIL) STAINLESS STEEL HARDWARE CENTER ANCHOR BOLT - BREAKAWAY COUPLING ASSEMBLY IN FOUNDATION CENTER ANCHOR BOLT #4 ASSEMBLY IN FOUNDATION EIGHT REQ'D. (SEE DETAIL) LJPREMOLDED OF FOUNDATION SECTION OA SECTION OB PAVED TOP OF FOUNDATION ;,1FILLER SURFACE ROUND FOUNDATION-PLAN VIEW SQUARE FOUNDATION-PLAN VIEW UNPAVED r I r SURFACE 1"TO2" i REINFORCING STEEL BENDING DIAGRAM r— SEE NOTE 6 SEE STD.SPEC.9-07.1(2)FOR BENDING DIAM. SUPPLEMENTAL 3/4"(IN) CHAMFER(TYP.) GROUNDING CONDUCTOR ANCHOR BOLT(TYP.) UNPAVED SURFACE PAVED 1'-7„ 1,-�„ (SEE NOTE 3) SURFACE CONDUIT COUPLING-INSTALL FLUSH A OR B CLAMP CONDUCTOR TO STEEL WITH TOP OF FOUNDATION STEEL REINFORCING WITH REINFORCING; (DO NOT GLUE PVC STUBOUT) 135° LISTED CONNECTOR BARS - - HOOK SUITABLE FOR USE T (TYP.) EMBEDDED IN CONCRETE ��'��� ° r 0 2 I ®& WA3HI� ° m #4 #4 ELECTRICAL CONDUIT SEE CONTRACT FOR DIAMETER DETAIL O � O#4 a �a (TYP.) b DIMENSIONS ARE OUT TO OUT �0 �� 4 382i ELECTRICAL CONDUIT SEE ° , '4 a ° a v 10I 3T� CONTRACT FOR DIAM. I ° O#4 ORO#4 HEAVY HEX NUT WITH ®NAL ANCHOR BOLT ASSEMBLY a (SEE NOTE 1) FLAT WASHER Jun 20,2024 ANCHOR BOLT TEMPLATE- TWO REQ'D. PER ASSEMBLY w°, W TYPE PS, TYPE 1 RM ANCHOR BOLTS- w a I.- 3/4"(IN)x 30"(IN) FULL THREAD- LL, w O FLAT WASHER & FB SIGNAL STANDARD THREE REQ'D. PER ASSEMBLY Z BASE PLATE BREAKAWAY(FRANGIBLE) COUPLING FOUNDATION DETAILS 3/4"(IN) DIAMETER STEEL ° t �� ANCHOR BOLT^ BOLT(TRANSPO POLE-SAFE 4075 OR STANDARD PLAN J-27■7 D-0rJ HEAVY HEX NUTS- 1 3/8"(+/-1/8") APPROVED EQUAL) FOUR REQ'D. PER ANCHOR BOLT 2 1/2"CLR. (TYP.) a ABOVE TOP OF SHIMS(SEE MANUFACTURER'S SHEET 1 OF 2 SHEETS FLAT WASHERS U FOUNDATION FOUR REQ'D. PER ANCHOR BOLT 2'-0„ v TOP OF FOUNDATION RECOMMENDATIONS) APPROVED FOR PUBLICATION N FLAT WASHER ��C J Jun 21,2024 ELEVATION Amok STATE DESIGN ENGINEER FLAT FOUNDATION DETAIL BREAKAWAY COUPLING DETAIL GAP Washington State Department of Transportation TOP OF ANCHOR BOLT(TYP.) -- SEE SHEET 1 FOR DETAILS ABOVE TOP OF FOUNDATION D 3/4"(IN) CHAMFER ®#4 CONDUIT COUPLING-INSTALL FLUSH WITH TOP OF FINISHED FOUNDATION (TYP) FOUNDATION)(DO NOT GLUE PVC STUBOUT ABOVE --- GRADE TOP OF FOUNDATION - _ FLUSH WITH SIDEWALK POSITION OF POLE • • in BASE PLATE ---- .� T—I TOP OF SIDEWALK ®#4 . 0 .- o • l Ill l 2 1/2"CLR. 1O#4 • ,'� • (TYP. PREMOLDED I JOINT FILLER 0#4 I O5 #4 ©#4 2 1/2" CLR. ANCHOR BOLT ', �� ELECTRICAL CONDUIT-SEE SQUARE I CONTRACT FOR DIAMETER PLAN VIEW SECTION (F) FOUNDATION DETAILS REINFORCING STEEL QUANTITIES LIST TOP OF ANCHOR BOLT(TYP.) MARK O1 ® 5O (SEE SHEET 1 FOR DETAILS PREMOLDED 4 t@ ABOVE TOP OF FOUNDATION) QTY. 3 2 3 7 JOINT FILLER &� C'4 M� TOP OF U CURB PERSPECTIVE VIEW TOP OF FOUNDATION (SKIRT NOT SHOWN) REINFORCING STEEL BENDING DIAGRAM / SEE STD.SPEC.9-07.1(2) FOR BENDING DIAMETER 135° 1 -7 HOOK YLIN71° Q1 #4 � ®v W�3 .11 v HOOK #4 o (TYP.) M - #a � 1,-7„ 0 �� 48821 c R 13 T B �� ELECTRICAL CONDUIT (SEE l° 'v °1 ° I m � g I®Nth L CONTRACT FOR DIAMETER) 11 _' ANCHOR BOLT TEMPLATE ASSEMBLY I a o f o I 2'-7" 1 3'-2" Jun 20,2024 ANCHOR BOLT TEMPLATE-TWO REQUIRED --� �- - - 3/4"(IN)x 36"(IN)FULL THREAD ANCHOR O5 #4 © #4 TYPE PS, TYPE 1 RM BOLT-FOUR REQUIRED 2 1/2"CLR. Q IY & FB SIGNAL STANDARD 3/4"(IN)DIAM.STEEL HEAVY HEX NUTS- (TYP.) N U DIMENSIONS ARE OUT TO OUT FOUNDATION DETAILS FOUR REQUIRED PER ANCHOR BOLT 2 - FLAT WASHERS_ SQUARE STANDARD PLAN J-21.10-05 FOUR REQUIRED PER ANCHOR BOLT ELEVATION SHEET 2 OF 2 SHEETS CURB FOUNDATION DETAIL APPROVED FOR PUBLICATION (SEE SHEET 1 FOR A";1 Jun 21,2024 SUPPLEMENTAL GROUND) STATE DESIGN ENGINEER Washington State Department of Transportation HOUSING FIXTURE NOTES THREE 12"LENSES 0 1. See Standard Plan J-21.10 for Signal Standard Foundation with Fixed Base and Slip Base details. z LL2. Steel shaft shall be tapered either round or dodecagon (12 sided), PLACE BEAD OF SILICONE f 11 gage, 4 1/2" O.D. at slipfitter. Taper shall be 0.14 inches per foot. ON TOP OF SEARRATED AREA m END CAP NEOPRENE GASKET 3. All poles shall be hot dip galvanized per AASHTO M111. Q HOUSING FIXTURE STEEL WASHER 4. Welding of structures shall be in accordance with the latest edition ^-THREE 12"LENSES Y of the AWS D1.1 Structural Welding Code - Steel. All butt welds shall be ground flush with base metal. 5. See Standard Plan J-21.20 for Electrical details. TOP OF POLE G 6. Pedestrian signal displays mounted on the side of an octagonal (8 sided) 1 DIAM. traffic signal pole with a pole attachment angle other than 00, 450, 900, CONDUIT LOCKNUT 1350, 1800, 2250, 2700, or 3150 shall utilize: RUBBER MOUNTING ASSEMBLY(TYP.) SLIPFITTER R Type A mounting when two pedestrian heads are installed on SEAL(TYP.) + yP 9 the same signal pole. p Y e Type B mounting when only one pedestrian signal head is LOCK NIPPLE mounted on a signal pole. 1 1/2" DIAM. G 7. Junction Box serving the Standard shall preferably be located 5' - 0" 1/4"WEEP HOLE (10' - 0" Max.) from the Standard. o , SLIPFITTER-OFFSET TOP MOUNT, SET OFFSET TO BACK OF POLE. TAPERED STEEL SHAFT o SEE NOTE 2 ACCESSIBLE PEDESTRIAN PUSHBUTTON 18" li -;i' WITH DUEL ASSEMBLY MOUNTING TAPERED STEEL SHAFT MAX. qi ADAPTER(TYP.) J®SE z>o i0V WAoil Z ~aQ 0 39820 4CIST�R� ss SIDEWALK EDGE ION AL E CONCRETE FOUNDATION Z Z �SEE NOTE 1 �WQ� TOP OF FOUNDATION xx PAVED SURFACE ao Q 1"- 2 MAX. UNPAVED TYPE 1 SIGNAL SURFACE STANDARD DETAILS FLUSH WITH TOP STANDARD PLAN J-21.15-01 OF SIDEWALK SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION CONCRETE FOUNDATION Pasco Bakotich ❑1 6110113 —SEE NOTE 1 STATE DESIGN ENGINEER DATE TYPE 1 SIGNAL STANDARD ISOMETRIC VIEW Amik Washington State Department of Transportation FIXED BASE SHOWN -„ NOTES J J 0 1. See Standard Specification 9-29.3 for Cable Conductor requirements. 0 J zz 2. See Standard Plan J-21.10 for Signal Standard Foundation with Fixed Base and Slip Base details. w ILL 3. Supplemental Grounding Conductor shall be non-insulated #4 AWG stranded copper, provide m R 3' - 0" min. slack. Clamp to steel reinforcing bar with connector suitable for use embedded in concrete. ° TERMINAL MARK DEFINITION o NUMBER 4. Heat shrink cap all spare conductors not terminated on a terminal strip. W 6*1 R RED DISPLAY 5. When a Pedestrian Push Button is specified in contract plans, see Standard Plan J-20.20 for details. 6*2 O AMBER DISPLAY 6*3 G GREEN DISPLAY 6. Provide Cable Tie at wiring entering the Junction Box (for Slip Base installations only) - See Detail A, 6*4 B SPARE CONDUCTOR Standard Plan J-28.70. TERMINAL 6*6 W I NEUTRAL CONDUCTOR BLOCK ale ASSOCIATED PHASE NUMBER W R 0 Y f ® ® O G Y W IMSA 20-1 5C#14 CABLE TOP OF POLE -CONTINUING TO SIGNAL DISPLAY B(SEE NOTE 4) (SEE CONTRACT PLAN FOR WIRE G SIZE AND QUANTITIES) POLE R GROUNDING STUD WITH NUT-SEE STANDARD PLAN J-20.20 FOR GROUND CONNECTION DETAILS HAND HOLE \-W INSTALL SIZED REDUCING CLAMP WASHER AND CONNECTOR TO SECURE CONDUCTORS EQUIPMENT GROUNDING AT TOP OF POLE CONDUCTOR LEVELING NUT(TYP.) N SLIPFITTER-OFFSET TOP MOUNT, z STEEL REINFORCING PLACE OFFSET TO BACK OF POLE BB AR(TYP N 30SE� o a F of wns �� - Hr4'c ��-p 2Q6°IQ SUPPLEMENTAL GROUNDING 3 CONDUIT COUPLING INSTALL FLUSH o ° CONDUCTOR-SEE NOTE 3 '� ii h IMSA 20-1 5C#14 CABLE i WITH TOP OF FOUNDATION(DO NOT o j&Q CONTINUED FROM FOUNDATION i i GLUE PVC STUBOUT) O't'� ��CI S T�R�� N. z a Z zo , �Str�QQ CLAMP SEE NOTE 3 �"10NAL CONCRETE FOUNDATION SEE NOTE 1 zm��S ELECTRICAL CONDUIT-SEE TYPE 1 SIGNAL STANDARD SIGNAL WIRING DETAIL CONTRACT PLAN FOR DIAMETER ELECTRICAL DETAILS FOUNDATION WIRING DETAIL STANDARD PLAN J-21.20-01 SIDEWALK EDGE SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION FLUSH WITH TOP Pasco Bakotich ❑1 6110113 OF SIDEWALK STATE DESIGN ENGINEER DATE T Washington State Department of Transportation ISOMETRIC VIEW -„ TOP OF FOUNDATION LEVEL W/ GROUNDING CONDUCTOR NON- TOP OF FOUNDATION LEVEL W/ GROUNDING CONDUCTOR NON- NOTES INSULATED#4 AWG STRANDED INSULATED 44 AWG STRANDED SIDEWALK OR ABOVE SOIL SURFACE- COPPER-PROVIDE 3'MIN.SLACK SIDEWALK OR ABOVE SOIL SURFACE- S COPPER-PROVIDE 3'MIN.SLACK 1. This structure has been designed according to the Fifth SEE STANDARD PLAN J-26.15 ROUTE CONDUCTOR TO GROUNDING SEE STANDARD PLAN J-26.15 SIGNAL POLE ROUTE CONDUCTOR TO GROUNDING ( ( Edition 2009 AASHTO Standard Specifications for FOR PLACEMENT DETAILS STUD) FOR PLACEMENT DETAILS ! STUD) SIGNAL POLE Structural Supports for Highway Signs, Luminaires and X CONDUIT COUPLING-INSTALL FLUSH X CONDUIT COUPLING-INSTALL FLUSH Traffic Signals. Basic wind velocity is 90 mph, Design GROUT W/3/8" IN Q d ! WITH TOP OF FOUNDATION (DO NOT Q WITH TOP OF FOUNDATION(DO NOT Life/Recurrence Interval 50 ears, and Fatigue Category III. 2 GROUT W/3/8" 1 GLUE PVC STUBOUT) U DRAIN HOLE 1 GLUE PVC STUBOUT) y g g y DRAIN HOLE N N y 2. Foundations are designed for Type ll, III, and SD Signal EARTH EMBANKMENT N N M Standards with a maximum mast arm length of 65'. ! _+ EARTH EMBANKMENT AS REQUIRED-SEE 3. Foundations are designed for Single Mast Arm Standards 4 -- AS REQUIRED-SEE o -- N d - ! .X ^ X PLACEMENT DETAILS �Q o - io.XQ r` XQ PLACEMENT DETAILS and Double Mast Arm Standards with 90' between arms. o i Q 3 n �` 0 �I�, r �'�� Special foundation design is required for Double Arm EXISTING GRADE vO iv 2 EXISTING GRADE Standards where the angle between mast arms is other _ Q 0-1 o _TL II _ J d =��- ! III I 2 than 90°. For Double Mast Arm Standards with 90' CL LLj w u it 2 1 MAX. a °a 1 MAX. between arms, use larger XYZ value for foundation depth w o to w Q z 1 GROUND SLOPE p w to it i GROUND SLOPE selection. omQ i n z�� o c>>U ANCHOR BOLTS&ANCHOR p Q ANCHOR BOLTS&ANCHOR 4. Foundations not within the parameters of this standard L` ¢�t- -1- PLATE SUPPLIED BY SIGNAL J_ - J 5 - - PLATE SUPPLIED BY SIGNAL require Special Design. Contact the WSDOT Bridge and Of c�-,� w 0 q p 9 9 p POLE MANUFACTURER � POLE MANUFACTURER O z= #4 Hoofs @ p a LIMITS OF EXCAVATION Structures Office through the Engineer for Special w w D to 1'-0"CENTERS LL Q J (TYP.) Foundation Designs. m w 8-#8 BARS w U Q O #4 HOOPS 8-#8 BARS g Q z z_ HEVENLY SPACED m w~ @ 3"CLR. EVENLY SPACED p Q� w W 1'-0"CENTERS 5. Where a foundation is constructed within a Media Filter w 0 0 D' w 0 (TYP.) Drain, the foundation depth shown in the Contract Plans W ¢o 3"CLR. w U U) Z M � — shall be increased by the depth of the Media Filter Drain. (TYP.) O CORRUGATED METAL PIPE 6. The top 2 feet of the foundation shall use a smooth form (such as paper or cardboard). After the concrete has w 3'-0"SQUARE UNDISTURBED 1'-0" 3'-0"OR 4'-0" UNDISTURBED EARTH cured, this entire form shall be removed. o OR ROUND EARTH I MIN.I ROUND (TYP.) OR 4'-0"ROUND (TYP.) 7. For design parameters between the values listed in Table, z FOUNDATION REINFORCEMENT DETAIL FOUNDATION REINFORCEMENT AND BACKFILL DETAIL depth requirements may be interpolated between the w CONCRETE CAST DIRECTLY AGAINST UNDISTURBED EARTH, DRILLED SHAFT O5 CONCRETE CAST WITHIN A CORRUGATED METAL PIPE STAY-IN-PLACE FORM values provided. r ALTERNATE # 1 ALTERNATE # 2 8. Install Signal Foundation Identification Tag. See 00 CONDUIT SIZE AND QUANTITY AS SHOWN IN THE CONTRACT, Standard Plan J-26.15 for details. z O O3 PAPER OR CARDBOARD FORM SHALL NOT STAY-IN-PLACE CAP BOTH ENDS. Q ALTERNATE #2 - CONSTRUCTION METHOD o OCLAMP CONDUCTOR TO STEEL REINFORCING WITH LISTED CONNECTOR ® SEE NOTE 5 METAL(SUBSURFACE) FORM REQUIRED SUITABLE FOR USE EMBEDDED IN CONCRETE FOUNDATION DEPTH "D" TABLE When the existing soil will not retain a vertical face, over-excavate the found- ALTERNATE # 1 DRILLED SHAFT-TYPE CONSTRUCTION ation area and install a 36" or 48" diameter corrugated metal (pipe)form. FOR LATERAL BEARING PRESSURE = 2500 PSF & 0 = 34°, 1500 PSF & 0 = 28°, 1000 PSF & 0 = 26° The top of the corrugated metal form shall terminate 1 foot below final grade. Continue forming to full height using paper or cardboard form to achieve a GROUND SLOPE=3H:1V OR FLATTER GROUND SLOPE=GREATER THAN 3H: 1V TO 2H:1V smooth finish on final exposed cement concrete. Support the form as ALLOWABLE LATERAL FOUNDATION XYZ(FT3) ALLOWABLE LATERAL FOUNDATION XYZ(FT-) necessary to remain plumb. BEARING PRESSURE TYPE 700 900 1350 1500 1900 2300 2600 3000 BEARING PRESSURE TYPE 700 1 900 1350 1 1500 1900 2300 2600 3000 Place the concrete foundation. 3'-0"ROUND 10'-0" 10'-0" 11'-0" 11'-0" 15'-0" 18'-0" 20'-0" 20'-0" 3'-0"ROUND SPECIAL FOUNDATION TYPE ®F WAs 1000 PSF 3'-0"SQUARE 8'-0" 8'-0" 9'-0" 9'-0" 10'-0" 11'-0" 12'-0" 12'-0" 1000 PSF 3'-0"SQUARE SPECIAL FOUNDATION TYPE After concrete has cured, remove the entire paper or cardboard form portion. 2 4'-0"ROUND 8'-0" 8'-0" 9'-0" 9'-0" 10'-0" 11'-0" 12'-0" 12'-0" 4'-0"ROUND SPECIAL FOUNDATION TYPE 3'-0"ROUND 8'-0" 8'-0" 9'-0" 11'-0" 13'-0" 15'-0" 18'-0" 18'-0" 3'-0"ROUND 11'-0" 11'-0" 12'-0" 14'-0" 16'-0" 18'-0" 21'-0" 21,-0" (�) Shoring or Extra Excavation as re- 1500 PSF 3'-0"SQUARE T-0" 7'-0" 7'-0" 8'-0" 8'-0" 9'-0" 10'-0" 10'-0" 1500 PSF 3'-0"SQUARE 10'-0" 10'-0" 10'-0" 11'-0" 11'-0" 12'-0" 13'-0" 13'-0" quired. Excavated area shall beQz backfilled with Controlled-Density 4'-0"ROUND 7'-0" 7'-0" 7'-0" 8'-0" 8'-0" 9'-0" 10'-0" 10'-0" 4'-0"ROUND 10'-0" 10'-0" 10'-0" 11'-0" 11'-0" 12'-0" 13'-0" 13'-0" ® li 25470 Fill (CDF), or with soil in accord- ��� AL 3'-0"ROUND 6'-0" 6'-0" 7'-0" 8'-0" 9'-0" 11'-0" 15'-0" 15'-0" 3'-0"ROUND 9'-0" 9'-0" 10'-0" 12'-0" 12'-0" 14'-0" 18'-0" 18'-0" ancewithStandardSpecifi- � � 25 PSF 3'-0"SQUARE 6'-0" 6'-0" 6'-0" 6'-0" 7'-0" 7'-0" 8'-0" 8'-0" 2500 PSF 3'-0"SQUARE 9'-0" 9'-0" 9'-0" 9'-0" 10'-0" 10'-0" 11'-0" 11'-0" cation Section 8-20.3 2 I®NAL OR GREATER EATER OR GREATER ( ) 4'-0"ROUND 6'-0" 6'-0" 6'-0" 6'-0" 7'-0" 7'-0" 8'-0" 8'-0" 4'-0"ROUND 9'-0" 9'-0" 9'-0" 9'-0" 10'-0" 10'-0" 11'-0" 11'-0" and Compaction Method 1 ALTERNATE # 2 CORRUGATED METAL PIPE TYPE CONSTRUCTION of Section 2-0ard .3(1Spe)Eication FOR LATERAL BEARING PRESSURE = 2500 PSF & 0 = 230, 1500 PSF & 0 = 18°, 1000 PSF & 0 = 17' Section 2-09.3(1)E. TRAFFIC SIGNAL STANDARD GROUND SLOPE=3H:1V OR FLATTER GROUND SLOPE=GREATER THAN 3H:1V TO 2H:1V FOUNDATION ALLOWABLE LATERAL FOUNDATION XYZ(FT-) ALLOWABLE LATERAL FOUNDATION XYZ(FT-) BEARING PRESSURE TYPE 700 900 1350 1500 1900 2300 2600 3000 BEARING PRESSURE TYPE 700 1 900 1 1350 1500 1 1900 2300 2600 3000 STANDARD PLAN J-26.10-03 3'-0"ROUND 10'-0" 10'-0" 11'-0" 15'-0" 20'-0" 25'-0" 28'-0" 28'-0" 1000 PSF 3'-0"ROUND SPECIAL FOUNDATION TYPE SHEET 1 OF 1 SHEET 1000 PSF 4'-0"ROUND 8'-0" 8'-0" 9'-0" 12'-0" 13'-0" 14'-0" 15'-0" 15'-0" 4'-0"ROUND SPECIAL FOUNDATION TYPE APPROVED FOR PUBLICATION 3'-0"ROUND 8'-0" 8'-0" 11'-0" 15'-0" 18-0" 21'-0" 25'-0" 25'-0" 3'-0"ROUND 11'-0" 11'-0" 14'-0" 18'-0" 21'-0" 24'-0" 28'-0" 23'-0" 1500 PSF 1500 PSF 4'-0"ROUND 7'-0" 7'-0" 7'-0" 8'-0" 10'-0" 13'-0" 15'-0" 15'-0" 4'-0"ROUND 10'-0" 10'-0" 10'-0" 11'-0" 13'-0" 16'-0" 18'-0" 18'-0" STATE DESIGN ENGINEER 2500 PSF 3'-0"ROUND 6'-0" 6'-0" 7'-0" 11'-0" 13'-0" 18'-0" 20'-0" 20'-0" 2500 PSF 3'-0"ROUND 9'-0" 9'-0" 10'-0" 14'-0" 16'-0" 21'-0" 23'-0" 23'-0" Admk OR GREATER OR GREATER Washington State Department of Transportation 4' 0"ROUND 6' 0' 6' 0' 6' 0' 6' 0' 7' 0' 9'-0' 9'-0' 9'-0' 4'-0"ROUND 9'-0" 9'-0" 9'-0" 9'-0" 10'-0" 12'-0" 12' 0" 12' 0" -„ 3/8"PREMOLDED JOINT FILLER ______ TOP OF FOUNDATION - ---- - * LEVEL WITH GRADE SEE TYPICAL 3'-0" SECTION FOR SIDEWALK O SIGNAL STANDARD FOUNDATION REINFORCEMENT SEE STANDARD PLAN J 26.10 SIGNAL STANDARD FOUNDATION SEE STANDARD PLAN J-26.10 NOT STEEPER THAN 1 5H 1V _�_L • 3'-0„ 3'_0„ SIGNAL STANDARD FOUNDATION �p `q ` NOT STEEPER SEE STANDARD PLAN J-26.10 1Q N O THAN 2H: 1V LL LL �; g LL 0 �� NOTE FINSHED GRADE S �, GRADE 0' S SLOP =FINISHE FLAT TO 1OH: 1V �C =2'-0"FOR 3'-0"DIAM.FOUNDATION (4H )P 1V SLOPE SHOWN 0 10H: 1V SLOPE SHOWN) 2'-6"FOR 4'-0"DIAM.FOUNDATION 2'-6"FOR 3'-0"SQUARE FOUNDATION SIGNAL STANDARD FOUNDATION SEE STANDARD PLAN J-26.10 O SLOPE TO DRAIN AWAY O SLOPE TO DRAIN AWAY FROM THE FOUNDATION FROM THE FOUNDATION SLOPE NOT STEEPER THAN 5% SLOPE NOT STEEPER THAN 5% (SHOWN REDUCED) PLAN SECTION OA PLAN ELEVATION FOUNDATION IN OR NEAR SIDEWALK EXISTING GRADE OR FILL SLOPE=FLAT TO 10H:1V CASE A CASE B 0 0 LL SIGNAL STANDARD FOUNDATION U -- - SEE STANDARD PLAN J-26.10 U z O CO CD NOT STEEPER THAN 1.5H: 1V FINISHED GRADE SLOPE=STEEPER THAN 3H:IV - 7 BUT NOT STEEPER THAN 2H : 1V 04 --- �� Jos wAsyfN ,d� (5 SIGNAL STANDARD FOUNDATION 7 ®� ,��� - cTo � Z Lu ` 8 --- _SEE STANDARD PLAN J-26.10 2 ° 1 SIGNAL STANDARD FOUNDATION 2 SLOPE TO DRAIN AWAY W- -SEE STANDARD PLAN J-26.10 � 1'-0. 1'-0" FROM THE FOUNDATION o Q o SLOPE NOT STEEPER THAN 5% Q &m ILLq 0 NOT STEEPER THAN 2H: 1V Off, .QL�9t320��0 - — — - PLAN ELEVATION ass 1 S T E Gti FINISHED GRADE joNAL t� Z W .0q SLOPE=3H: 1V OR FLATTER EXISTING GRADE OR FILL SLOPE_>3H:IV TO 2H:IV Q W Q - o\ BUT NOT FLATTER THAN 10H: 1V CASED °'W SIGNAL STANDARD 1O SLOPE TO DRAIN AWAY SIGFOUNDATIONLSTADAS D FOUNDATION PLACEMENTS FROM THE FOUNDATION STANDARD PLAN J-26.10 STANDARD PLAN J-26.15-01 SLOPE NOT STEEPER THAN 5% SHEET 1 OF 3 SHEETS PLAN ELEVATION APPROVED FOR PUBLICATION EXISTING GRADE OR FILL SLOPE=1OH:1V TO 5 3H:1V Pasco Bakodch 111 05117112 CASE C Amk STATE DESIGN ENGINEER DATE T Washington State Department of Transportation 3/8"PREMOLDED EXISTING GRADE OR CUT SLOPE SIGNAL STANDARD FOUNDATION JOINT FILLER SLOPE=FLAT TO 2H: 1V SLOPE TO MEET _SEE STANDARD PLAN J-26.10 TOP OF FOUNDATION (MAX.SLOPE SHOWN) FINISHED GRADE LEVEL WITH GRADE BACK SLOPE . SEE SECTIONS SEE TYPICAL * FOR SLOPE , -' �' TOP OF FOUNDATION 3' 0" 3' 0" SECTION FOR LEVEL WITH GRADE i \ REINFORCEMENT �q. SIGNAL STANDARD FOUNDATION 3'-0" U I' -SEE STANDARD PLAN J-26.10 -t — — - I NOT STEEPER - -------------- SIDEWALK LL THAN 2H: 1V - - EXISTING GRADE SIGNAL STANDARD O� OR CUT SLOPE FOUNDATION-SEE u'• ( q ) FLAT TO 10H:1V STANDARD PLAN J-26.10 U �'O, (MAX.SLOPE SHOWN) ILLLL NOTE SIGNAL STANDARD FOUNDATION -SEE STANDARD PLAN J-26.10 -- 1Q SLOPE TO DRAIN AWAY * =2'-0"FOR 3'-0' DIAM.FOUNDATION -- ----- - FROM THE FOUNDATION 2'-6"FOR 4'-0"DIAM.FOUNDATION SLOPE NOT STEEPER THAN 5% 2'-6"FOR 3'-0"SQUARE FOUNDATION PLAN ELEVATION 1O SLOPE TO DRAIN AWAY FROM THE FOUNDATION EXISTING GRADE OR CUT SLOPE FLAT TO 10H : 1V SLOPE NOT STEEPER THAN 5% CASE F (SHOWN REDUCED) SECTION OB U PLAN < FOUNDATION IN OR NEAR SIDEWALK EXISTING GRADE OR CUT SLOPE CASE E SIGNAL STANDARD SLOPE STEEPER THAN } FOUNDATION-SEE 3H: 1V(21-1: 1V MAX.) In STANDARD PLAN J-26.10 (MAX.SLOPE SHOWN) z EXISTING GRADE OR CUT SLOPE TOP OF FOUNDATION EXISTING SLOPE STEEPER LEVEL WITH GRADE THAN 10H:1V TO<_3H: 1V j '-- 1'-011 1'-0" TOP OF FOUNDATION (MAX.SLOPE SHOWN) 1 U f P �q �• O � 1O LEVEL WITH GRADE li -{' — — - SIGNAL STANDARDILL ----------- 0,FOUNDATION SLOPE TO MEET FINISHED GRADE -SEE STANDARD 1'- " 1'-0" �� i NOT STEEPER -SEE SECTIONS FOR SLOPE PLAN J-26.10 THAN 1.5H : 1V ---- OO SIGNAL STANDARD FOUNDATION LL SEE STANDARD PLAN J-26.10 ILL ' NOT STEEPER - BACK SLOPE z THAN 2H: 1V J®sE� W Z m PLAN ELEVATION ®�� p� WAS rj o a �. SIGNAL STANDARD FOUNDATION ct _ 9 Z o Oi SEE STANDARD PLAN J-26.10 ���� c� Lul g z E "A ac5�y� 1O SLOPE TO DRAIN AWAY 1 SLOPE TO DRAIN AWAY FROM THE FOUNDATION O 39t320 PLAN O ELEVATION �' LC R� y z a FROM THE FOUNDATION SLOPE NOT STEEPER THAN 5% 1 S TE o��8 SLOPE NOT STEEPER THAN 5% a s"10NAL Mug W Q FQ. O�W EXISTING GRADE OR CUT SLOPE 1OH : 1V TO < 3H : 1V EXISTING GRADE OR CUT SLOPE STEEPER THAN 3H : 1V(21-1 : 1V MAX.) CASE G CASE H SIGNAL STANDARD FOUNDATION PLACEMENTS STANDARD PLAN J-26.15-01 SHEET 2 OF 3 SHEETS APPROVED FOR PUBLICATION Pasco Bakodch ❑1 05117112 STATE DESIGN ENGINEER DATE T Washington State Department of Transportation SEE TYPICAL SECTION FOR REINFORCEMENT CEMENT CONCRETE SIDEWALK 4'-6"MIN. w z SEE STANDARD PLAN F-30.10 SIGNAL STANDARD FOUNDATION- TRAFFIC ISLAND-SEE CEMENT CONCRETE SIDEWALK SEE STANDARD PLAN J-26.10 * * CONTRACT PLAN SHEETS FOR DETAILS SEE STANDARD PLAN F-30.10 1� OR ASPHALT CONCRETE PAVEMENT * 4'-6"MIN.FROM THE FACE �. Lrt CEMENT CONCRETE SIDEWALK ILLOF THE POLE TO THE BACK OF 3/8"PREMOLDED e -SEE STANDARD PLAN F-30.10 z O THE CURB OR EDGE OF SHOULDER JOINT FILLER U Qp SEE TYPICAL SECTION "'jis LL zz FOR REINFORCEMENT ���•, 3/8"PREMOLDED JOINT FILLER ILL O Z_ O ~ - - 3/8"PREMOLDED U o SEE TYPICAL SECTION JOINT FILLER SEE TYPICAL SECTION FOR CEMENT CONCRETE SIDEWALK is LL z FOR REINFORCEMENT REINFORCEMENT -SEE STANDARD PLAN F-30.10 O H �• ° OR ASPHALT CONCRETE PAVEMENT to 3/8"PREMOLDED VARIES 3/8"PREMOLDED JOINT FILLER -r � 4'-6"MIN. e ! 6"MIN. JOINT FILLER NOTE SIGNAL GNDATION STANDARD (TYP. TO FACE OF APPLIES TO THE SIDE OF THE FOUNDATION WHEN e STANDARD PLAN J-26.10 STANDARD PEDESTRIAN PUSH BUTTON IS TO BE INSTALLED. SIGNAL STANDARD - 4'-6"MIN. FOUNDATION•-SEE �W. FOUNDATION PARTIALLY WITHIN SIGNAL STANDARD STANDARD PLAN J-26.10 _ _ _ __ SIDEWALK SECTION FOUNDATION-SEE TO FACE OF STANDARD PLAN J-26.10 STANDARD FOUNDATION WITHIN SIDEWALK OR TRAFFIC ISLAND SECTION o DUAL PEDESTRIAN PUSH BUTTON �c 0 - -- NOTE LL U NOTE SIGNAL STANDARD REFER TO CONTRACT DOCUMENTS FOR PROJECT SPECIFIC Q CEMENT CONCRETE SIDEWALK INTERSECTION LAYOUTS&TRAFFIC ISLAND MATERIAL TYPE to FOUNDATION-SEE SEE STANDARD PLAN F-30.10 * =2'-0"FOR 3'-0"DIAM.FOUNDATION STANDARD PLAN J-26.10 OR ASPHALT CONCRETE PAVEMENT 2'-6"FOR 4'-0"DIAM.FOUNDATION FOUNDATION PARTIALLY m 2'-6"FOR 3'-0"SQUARE FOUNDATION WITHIN SIDEWALK SECTION z APPLY GROUT EVEN WITH THE o SINGLE PEDESTRIAN PUSH BUTTON BOTTOM OF THE ANCHOR PLATE GROUNDING CONDUCTOR NON-INSULATED AFTER PLUMBING THE STANDARD #4 AWG STRANDED COPPER-PROVIDE 3'MIN. FOUNDATION OUTSIDE THE SIDEWALK SECTION PROVIDE 3/8"DIAMETER DRAIN TUBE SLACK(ROUTE CONDUCTOR TO GROUNDING STUD) IN THE GROUT PAD FORM TO FINISH GRADE WHEN INSTALLING SIDEWALK OR TRAFFIC ISLAND WWF 4 x 4-W 2.9 x 2.9 AT CENTER 3/8"PREMOLDED JOINT FILLER 10 GAGE STAINLESS STEEL TAG- OF EXTENDED SIDEWALK AT SEE CONTRACT PLANS FOR RECESS FLUSH WITH TOP OF SIGNAL STANDARD FOUNDATION FOR EXTENDED SIDEWALK SIDEWALK OR SIGNAL FOUNDATION FINISHED FOUNDATION LAYOUT TRAFFIC ISLAND IDENTIFICATION TAG - -------- - SIGNAL STANDARD x \\\ 12-28(NF) 2"LONG STAINLESS STEEL IY z -r-- - z �� J®�E�rj U 2 Y W vr'(TYP.) SCREW-DRILL AND TAP FROM BOTTOM, U g ? I I I I ¢ ® o� wAsyf ,� o o HAND HOLE LEAVE SCREW FLUSH WITH TOP. APPLY _ LOCKTITE TO SCREW THREADS TO BIND N I I I I is ® � �2 ' u,`-' g SCREWS AND I.D.TAG TOGETHER I I :° � � 2 3 a z ROUGHENED - I I CONCRETE SURFACE Q &y 3 1/4" CLAMP CONDUCTOR TO STEEL REINFORCING i i O� +P 39820 O W y FOUNDATION WITH LISTED CONNECTOR SUITABLE FOR USE I I ct' ICI S TE�� 3/8"MIN. EMBEDDED IN CONCRETE "10NAL E (TYP.) ru ru I I ru W�' 0.05"MIN . (�.p) SIGNAL STANDARD FOUNDATION SEE STANDARD PLAN J-26.10 I I FOUNDATION ;; ;; SIGNAL STANDARD DEPTH 11' FOUNDATION PLACEMENT S ° : Nz of SHAPE RD=--------------------SQUARE OR ROUND °:. . . STANDARD PLAN J-26.15-01 11 DIMENSION 36 ----------------------DIAMETER OR WIDTH SHEET 3 OF 3 SHEETS ALT. # 1----------------------------ALTERNATE 1 OR 2-SEE NOTE APPROVED FOR PUBLICATION OBLIQUE VIEW STANDARD PLAN J-26.10 FOUNDATION REINFORCING ONLY PARTIALLY SHOWN FOR CLARITY. Pasco Bakodch III 05117112 REINFORCING AND ANCHOR BOLTS SIGNAL FOUNDATION -SEE STANDARD PLAN J-26.10 FOR DETAILS NOT SHOWN. STATE DESIGN ENGINEER DATE NOT SHOWN FOR CLARITY ) IDENTIFICATION TAG DETAIL T Washington state Department of Transportation (GROUT PAD OPTION SHOWN TEXT SHALL BE ENGRAVED 0.014"DEEP TYPICAL SECTION -„ TAPER DIVIDER ENDS NOTES To MATCH INSIDE JUNCTION BOX DIMENSION TABLE 1. All box dimensions area approximate. Exact configurations vary among manufacturers. TAPER OF BOX BOX INTERIOR LENGTH-1/16" pp g ry g � (TYP.) o Y 2. Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared-use O 5/16"(IN)x 1"(IN)S.S. 1/4 BOX TYPE w COUPLING NUT 5/16"(IN)x 1 1/2"(IN)S.S. ITEM paths shall have a slip-resistant coating on the lid and lip cover plate, and shall be installed with a U TYP SET SCREW(TYP.) TYPE 1 TYPE 2 the surface flush with and matched to the grade of the sidewalk, walkway, or shared-use path. �_ ( ) - - - '� _- The non-slip lid shall be identified with permanent markings on the underside, indicating the 10 GAGE A OUTSIDE LENGTH OF JUNCTION BOX 22" 33" a of surface treatment see Contract Documents for details and the year of manufacture. J GALVANIZED type ( ) Y m DIVIDER PLATE STEEL B OUTSIDE WIDTH OF JUNCTION BOX 17" 221/2" The permanent marking shall be 1/8" (in) line thickness formed with a mild steel weld bead and Z ELEVATION VIEW SIDE VIEW C INSIDE LENGTH OF JUNCTION BOX 18"-19" 28"-29" shall be placed prior to hot-dip galvanizing. 3 (FOR TYPE 2 JUNCTION BOX ONLY) D INSIDE WIDTH OF JUNCTION BOX 13"-14" 17"-18" 3. Lid support members shall be 3/16" (in) minimum thick steel C, L, or T shape, welded to the frame. A E LID LENGTH 17 5/8" 28 5/8" 4. A 1/4-20 NC X 3/4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include F LID WIDTH 12 5/8" 18 1/8" (2) stainless steel nuts and (2) stainless steel flat washers. LID SUPPORT(TYP.) (SEE NOTE 3) C CAPACITY-CONDUIT DIAMETER 6" 12" 5. Bolts and nuts shall be liberally coated with anti-seize compound. E 3/16"(TYP.) 6. Equipment Bonding Jumper shall be# 8 AWG min. X 4' (ft) of tinned braided copper. GROUND STUD (TYP .) DIAMOND PATTERN 3/8"(IN)STEEL COVER 7. The System Identification letters shall be 1/8" (in)line thickness formed with a mild steel weld bead. See (SEE NOTE 4) 3/16 1 1/2 (SEE NOTE 2) LIP PLATE(TYP.) Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details, COUPLING NUT --- LID SUPPORT(TYP.) see Standard Specification - - -- --- FOR ALTERNATIVE 2- I WELDED WIRE 8. When required in the Contract, provide a 10"(in)x 27 1/2" (in), 10 gage divider plate, complete,with SEE SHEET 2 -- -- ---- - - ----------- ----, FABRI (TYP.)z 0 0 0 C(TYP.) 1/8 fasteners, in each Type 2 Junction Box where specified. LID LID LIFTING NOTCH- �- I HOOK o�o�� p 9. When required in Contract, provide a 12" (in)deep extension for each Type 2 Junction Box where specified. LO 1/4"(IN)x 3/4"(IN) - I----- SEE (TYP.) O�O�O 10. See the Standard Specifications for alternative reinforcement and class of concrete. NOTE 7 riLL e to 11. Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to I I the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear HEADED ANCHOR SHEAR C I Studs to the horizontal Welded Wire Fabric. STUD-3/8"(IN)x 3"(IN)10 COUNT STUDS EVENLY d I I b -- 12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of SPACED AROUND FRAME ti N welding.Attachment Tab shown depicts a typical component arrangement; actual configurations of (PLACE TO SIDE OF LID I I assembly will vary among manufacturers. See approved manufacturers'shop drawings for specifics. BOLT DOWN SUPPORT A- NGLE .......WHEN USING LOCK- ---- ___�___1_ �_ _ �_ 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and --- -- -- ING DETAIL ALTERNATIVE HEADED ANCHOR Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved 2)(SEE NOTE 11) SHEAR STUD(TYP.) 1 1/2„ shoulders.All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved 1 3/8"(IN)DIAM.HOLE WITH B D (SEE NOTE 11) MIN shoulders shall be Heavy-Duty. 1/2-13 x 1 1/2 STAINLESS WELDED WIRE HOOP(TYP.) STEEL PENTA HEAD BOLT 1 1/4"GAP(TYP.) 4" (SEE NOTE P.) WWF WIRE TIED TO 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in) FOR HOOK RELEASE (TYp.) HEADED ANCHOR max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments BOLT PLATE-SEE DETAIL SHEAR STUD(TYP.) are to be made to existing Junction Boxes, or for interim construction stages during the contract, the LOCKING LID STANDARD SECTION O limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3(6). (n,P) 3/16 3/4 DUTY JUNCTION BOX 3/16 V 3/4 (CONDUITS NOT SHOWN) PERSPECTIVE VIEW TOP OF SOIL A 3/8"(IN)STEEL GROUND STUD(SEE NOTE 4) Jos GROUNDING STUD E � SURFACE OR COVER LIP PLATE 0 B Equipment Grounding COUPLING NUT FOR ALTERNATIVE 2- ®� OF WA FINISHED ) 1 1/2"MIN. Conductor SEE DETAIL"E"ALTERNATIVE 2 N GRADE (SEE NOTE 4 TOP OF PAVED 1 1/2 MIN. cjo E 3/8"(IN) STEEL 3/16" SURFACE 20 Copper Solderless 3/8"(IN)STEEL F LID SUPPORT(TYP.) - W J ilk � COVER PLATE " L SHAPE SHOWN zo XX TOP OF BASE Crimp Connector COVER LIP PLATE �(�Wp ,) (SEE NOTE 3) �' LID HOOK COURSE O Equipment Bonding �d Jumper See Note 6 3/8"(IN) I x 3" HEADED ANCHOR 00 39820 O w� a v ( ) SHEAR STUD(TYP) +P� �@ WW Q See Contract for conduit --- -- - ---�--- WELDED WIRE �sS jot STE ��Gti� °z size and number FABRIC(TYP.) NAL o w o (WWF)4X4-W2.9zW2.9 w 1" a'�. W a (6 GAGE) (SEE NOTE 10) � o CO W COVER MARKING DETAIL z N 2 1 MIN. : � Z 2" WELDED WIRE HOOP W 2" 1 O MIN. �' ' 3 (TYP.)W2.9(6 GAGE) LOCKING LID STANDARD C7 3" w U w 3 SEE NOTE 6) MIN. W w 1"(TYP.) ~ 1"(TYP.) 6 (SEE NOTE 10) ( MAx. �, f-- DUTY JUNCTION BOX 2 � a °Oct TYPES 1 & 2 CRUSHED SURFACING(BASE m ITS ° COURSE OR TOP COURSE) -PER z O 1/2"(TYP.) �� � STANDARD PLAN J-40.10-04 w STANDARD SPECIFICATION 9-03.9(3) fO a N ° 00 ° o SHEET 1 OF 2 SHEETS a qT 0 0 0 0 0 0 1/4"CLEAR ° APPROVED FOR PUBLICATION PVC Odd I T ALL AROUND CONDUIT 4O GRS CONDUIT O; S O O O O O SECTION O Adft Transportation DESIGN ENGINEER -------------- ----------------SECTION A SEE NOTE 7 O �Washington State Department of Tnsporfafion (CONDUITS NOT SHOWN) 1/2-13 x 1 1/2 S.S.PENTA HEAD LID LIFTING NOTCH-1/4"(IN)x 3/4"(IN) 1/4"LID LIFTING NOTCH 2" 1 2 1/2" BOLT AND 1/2"(IN)S.S.FLAT WASHER 1 3/16" LID SUPPORT-L SHAPE SHOWN 1 3/8"(IN)DIAM.HOLE 3/8"(IN) STEEL COVER PLATE- 3/8"(IN)STEEL 3/8"(IN)STEEL (SEE NOTE 3) 3/16" 2"(IN)x 1/4"(IN)-3 1" 1 5/8" SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE COVER PLATE GAGE STEEL SPACER p BOLT PLATE CHANNEL- u- - 3/8"(IN)STEEL .S.PENTA HEAD SEE DETAIL - BOLT AND 1/2"S(IN)S.S.FLAT WASHER U - 3/16 (TYP.) COVER LIP PLATE 3/16 1 TYP.) N 5/8"(IN)x (TYP.) 3/16 1 1/2 1/8 4 3/16 1 ( 1"(IN) } BOLT PLATE CHANNEL- HORIZONTAL 00 1/8 O SEE DETAIL SLOT 2"(IN)x 1/4"(IN)_3 GAGE LID SUPPORT- o' LID HOOK-1"(IN)x STEEL SPACER L SHAPE SHOWN 3/16 1"(IN)x 3/16"(IN)ANGLE 3/16 1 1/2 o SLOTTED STEEL CHANNEL (SEE NOTE 3) 'Q 4' 5/8"(IN)x 1"(IN) 3 (SEE NOTE 6) (TYP.) 3/16 a. HEX COUPLING NUT o LID SUPPORT- 3/16 4 HORIZONTAL SLOT WWF-WELDED L SHAPE SHOWN WWF-TIED IN 2 PLACES LID BOLT DOWN TO LIP PLATE o (SEE NOTE 3) TO EACH HEADED 4 1 5/8"(IN)SLOTTED S.S. ATTACHMENT TAB- 4 ANCHOR SHEAR STUD 3/16 3/16 CHANNEL WITH S.S. SEE DETAIL WELDED WIRE ' pQ CHANNEL NUT AND SPRING WWF 4x4-W2.9xW2.9(TYP.) 4 HEX COUPLING NUT HOOP(TYP.) (6 GAGE)(SEE NOTE 10) 1 S.S.5/16-NC x 7/8"(IN)WITH DETAIL OF W2.9(6 GAGE) (SEE NOTE 10) SECTION C 3/8 x S.S.5/16-NC x 3/4"(IN)BOLT ALTERNATIVE 1 SHOWN O (IN) 3"(IN)HEADED LID BOLT DOWN ATTACHMENT &(3 EACH)S.S.5/16"(IN) PERSPECTIVE VIEW ANCHOR SHEAR STUD- TAB-SEE DETAIL FLAT WASHERS LID SUPPORT- 1/4"LID LIFTING NOTCH WELDED TO LIP PLATE DETAIL OE L SHAPE SHOWN ALTERNATIVE 1 (SEE NOTE 3) 3/16" 3/16 ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB 1/2-13 x 1 1/2 S.S.PENTA HEAD (SEE NOTE 12) 3/8"(IN)STEEL 1/2-13 x 1 1/2 S.S.PENTA BOLT AND 1/2"(IN)S.S.FLAT WASHER COVER LIP PLATE HEAD BOLT AND 1/2"(IN) S.S.FLAT WASHER 1 3/8"(IN)DIAM.HOLE 2„ 9/16"(IN) 2„ LID LIFTING NOTCH-1/4"(IN)x 3/4"(IN) DIAM. 2' BOLT PLATE CHANNEL_ 1„ HOLE :kjj1/2" SEE DETAIL 3/8"(IN)STEEL COVER PLATE 1„ 1/8 BOLT PLATE CHANNEL_ = SHOWN CUT AWAY FOR CLARITY SEE DETAIL - - ! 5/8"(IN)x _ __ - - - J 1"(IN) 3/16 1 1/2 3 SEE NOTE 6 (TYP.) 3/16 1 1/2 _ 7/16"(IN)x ! VERTICAL WWF-TIED IN 2 4 ( ) 3/16 SLOT cn - ---- --- - -_ SLOT PLACES TO HEADED LID SUPPORT-L SHAPE -+ - ANCHOR SHEAR STUD a 4 m SHOWN(SEE NOTE 3) ------__ WWF 4x4-W2.9xW2.9 1 - ° EXPOSE LID BOLT DOWN N DIAM.HOLE (TYP.)(6 GAGE) 4 BOLT DOWN y SUPPORT ANGLE TO ATTACH (SEE NOTE 10) ; ATTACHMENT TAB- ALTERNATIVE 2 LID BOLT DOWN 2"(IN)x 3"(IN)x HEX COUPLING NUT " ANGLE ATTACHMENT TAB 1/2"(IN)S.S.HEX NUT &1/8 (IN)ANGLE 3/8"(IN)x 3"(IN) S.S.5/16-NC x 7/8"(IN)WITH SEE DETAIL 3 1/2 HEADED ANCHOR S.S.5/16-NC x 3/4"(IN)BOLT&THREE LID BOLT DOWN SUPPORT 7/16"(IN)x 3/4"(IN)SLOT SHEAR STUD- EACH S.S.5/16"(IN)FLAT WASHERS ANGLE-2"(IN)x 2"(IN)x BOLT PLATE CHANNEL WELDED TO 1/4"(IN)ANGLE ( )S.S.HEX NUT LIP PLATE LID BOLT DOWN SUPPORT ANGLE- 1/2" IN 1 1/2"(IN)x 3"(IN)x 1/4"(IN)ANGLE DETAIL O ALTERNATIVE 2 SHOWN (TYP-) �� J®.SEJ�� DETAIL ( E PERSPECTIVE VIEW ALTERNATIVE 2 SHOWN ALTERNATIVE 2 o� wAsyf�c�o 1/2-13 x 1 1/2 S.S.PENTA � HEAD BOLT AND 1/2"(IN)S.S. zo LID BOLT DOWN ATTACHMENT TAB 3/16" FLAT WASHER 1 1/8" x 1/2-13 x 1 1/2 S.S.PENTA HEAD BOLT (SEE NOTE 12) E- ( - VERTICAL SLOT AND 1/2"(IN)S.S.FLAT WASHER 3/8" IN)STEEL 1 1/8"(IN)rc 2"(IN) COVER LIP PLATE VERTICAL SLOT �O P 39820 O W� (TYP) 3/8"(IN)STEEL COVER 1/8"(IN)x 3/4"(IN) '�� �CI S TE�� 3/16 PLATE-SHOWN CUT STEEL ANGLE 1/4"(IN)STEEL PLATE ,s� �G AWAY FOR CLARITY Cn joNAL oQ = 3/16 (TYP') 1/4"(IN)STEEL 1/8 _ ----11 PLATE 3/16 1 1/2 1/8"(IN)x ANGLE (IN) LOCKING LID STANDARD 3/16 1 1/2 Q STEEL ANGLE a LID SUPPORT 4" 3 3/4" 1/8 DUTY JUNCTION BOX o L SHAPE SHOWN �- PLAC S TO HIEA ED ED IN 244 3/16 ) ) (SEE NOTE 3) TYPES 1 & 2 ANCHOR SHEAR STUD p ANGLE(TYP.) 1/4"(IN)STEEL PLATE • . 3 STANDARD PLAN J-40.10-04 WWF 4x4-W2.9xW2.9 4 .Q pQ 1/4"(IN)S.S.PLATE ° 3/4"(IN) SHEET 2 OF 2 SHEETS (TYP.)(6 GAGE) a LID SUPPORT-L SHAPE SHOWN RADIUS 1/8 (SEE NOTE 10) (SEE NOTE 3) 1/8"(IN)x 3/4"(IN)STEEL 1/2"(IN) APPROVED FOR PUBLICATION 3/8"(IN)x 3"(IN) ANGLE M RIGHT ANGLE HE NUT ANGLE S.S. 1/8"(IN) MIRROR IMAGE HEADED ANCHOR SHOWN,MIRROR IMAGE X )x SHEAR STUD_ DETAIL OE DETAIL F FOR LEFT ANGLE ALTERNATIVE 3 FOR LEFT ANGLE STATE DESIGN ENGINEER WELDED TO ALTERNATIVE 3 SHOWN LID BOLT DOWN ATTACHMENT TAB T Washington State Department of Transportation LIP PLATE ALTERNATIVE 3 SHOWN PERSPECTIVE VIEW (SEE NOTE 12) -„ 48" Q COVER MARKING DETAIL NOTES 0 U 42" SEE HINGE DETAIL 1"(TYP.) 1"(TYP.) 1. All box dimensions are approximate. Exact configurations vary among manufacturers. GROUND STUD(TYP) 36" 0 �� 2. Minimum lid thicknesses are shown. Junction Boxes installed in sidewalks, walkways, and (SEE NOTE 4) ITS shared-use paths shall have a slip-resistant resistant coating on the lid and lip cover late and shall m 1/a"GAP P P- 9 P P z B BETWEEN LIDS 1/2"(TYP.) be installed with the surface flush with and matched to the grade of the sidewalk, walkway, I� or shared-use path. The non-slip lid shall be identified with permanent markings on the underside, indicating the type of surface treatment (see Contract Documents for details) and o ODO�O�Oe0�0 1/4"CLEAR the year of manufacture. The permanent marking shall be 1/8" (in) line thickness formed with I VI T S' ALL AROUND a mild steel weld bead and shall be placed prior to hot-dip galvanizing. • • • -------z ^ - - SEE NOTE 8 3. Lid support members shall be 3/16" (in) min. thick steel C, L, or T shape, welded to the frame. — a Exact configurations vary among manufacturers. - ---------- ------------- ------------- - z I ! 4. A 1/4-20 NC x 3/4" (in) S. S. ground stud shall be welded to the bottom of each lid; include (2) S. S. nuts and (2) S. S. flat washers. a SEE NOTE 8 W 5. The hinges shall allow the lids to open 1800. o D 3 6. Bolts and nuts shall be liberally coated with anti-seize compound. v v OLL I ILL __ I 0 ----- Z 7. Connect Equipment Bonding Jumper to ground stud on lid. As an alternative to the ground stud connection, the Equipment M M N CD N O 4— -___ ___-i —— — —— �.__ ____- —— N > Bonding Jumper shall be attached to the front face of the hinge pocket with a 5/16-20 NC x 3/4 (in) S. S. bolt, (2) each S. S. nuts, _ SEE HANDLE w and (2) each S. S. flat washers. Equipment Bonding Jumper shall be #8 AWG min. x 4 (ft) of tinned braided copper. o DETAIL cn 8. The System Identification letters shall be 1/8" (in) line thickness formed by a mild steel weld bead. See Cover Marking detail. W Grind off diamond pattern before forming letters. See Standard Specification 9-29.2(4) for details. z000°goo M 9. See the Standard Specifications for alternative reinforcement and class of concrete. ® -----° - 10. See Standard Plan J-40.10 for Welded Wire Fabric and Headed Anchor Shear Stud attachment details. I- � I--� • • 11. Capacity — conduit diameter = 24" (in) 12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of welding. Attachment Tab ti shown depicts a typical component arrangement; actual configurations of assembly will vary among manufacturers. See approved HEADED ANCHOR SHEAR STUD- I (TYP.) DIAMOND PATTERN manufacturers' shop drawing for specifics. 3/8"(IN) x 3"(IN), 10 COUNT STUDS J 3/16 1 1/2 ! (SEE NOTE 2) EVENLY SPACED AROUND FRAME 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults and Pull Boxes shall not be placed within the sidewalk, walkway, shared use path, traveled way or paved shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes 1s" 1s" placed within the traveled way or paved shoulders shall be Heavy-Duty. i 1" 4 STUDS EVENLY SPACED 0 Equipment Grounding 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in) max. for final grade of Conductor (TYP.) new construction only. See Standard Specification 8-20.3(5). Where adjustments are to be made to existing Junction Boxes, PLAN VIEW or for interim construction stages during the contract, the limits shall be from 6" (in) min. to 10" (in) max. See Standard 0 Copper Solderless Crimp Specification 8-20.3(6). Connector LOCKING LID STANDARD DUTY JUNCTION BOX 0 Equipment Bonding Jumper 0 Foundation 0 See Contract for conduit size HEX COUPLING NUT JOSP and number 42„ (TYP.)- SEE DETAIL "C" 30 ®®� pQ WASyf�co 3/16"(TYP.) 3" (TYP.) TOP OF BASE COURSEZo TOP OF SOIL SURFACE INSIDE WIDTH OF FOUNDATION � - , J C 1/2"(IN) STEEL LIFT HOLE� 3/16"(TYP.) 3"(TYP.) COVER PLATE V(IN)-2"(IN) TOP OF PAVED (TYP.) DIAM. SURFACE GROUND STUD �0 �� 39820 III � _ WELDED WIRE CI STEM 5 3 2 5 1 W H �I'�°° a- D FABRIC(TYP.) (WWF) ssjONAL #5 HOOP W 4x4-W2.9(6 GAGE) iv WITH 8"(IN) �o O 2"MIN. W #5 HOOP WITH D (SEE NOTE 9) p OVERLAP ) Z 3 8"(IN)OVERLAP 'a WELDED WIRE HOOP (TYP.) w 2 TIES I o ," .I w o 2 TIES (TYP.)W2.9(6 GAGE) LOCKING LID STANDARD m c7 4 MIN. m 4 U 4 2 w - D 3" o ? oa' oa : o• (SEE NOTE 9) DUTY JUNCTION BOX MAX,� = M • • 1 2 • p • , . p o TYPE 8 Z Z o O ;;; CRUSHED SURFACING °� z ° 4 STANDARD PLAN J-40.30-04 CID (BASE COURSE OR TOP COURSE) 2 O w ;' PER STANDARD SPECIFICATION 9-03.9 3 ° a N ( ) -o N O SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION __ 5 PVC CONDUIT GRS CONDUIT 5 SECTION (i) STATE DESIGN ENGINEER T Washington State Department of Transportation 1 SECTION A 1 -„ CONDUITS NOT SHOWN 0 O v ALTERNATE LOCATION FOR W318 TYP.) U 3/16 1 1/2 ! ATTACHMENT OF EQUIPMENT LID SUPPORT—3/16"(IN) MIN.THICK BONDING JUMPER1/2"(IN) STEEL 5" HANDLE STOP (SEE NOTE 7) COVER PLATE 6"(IN) x 3"(IN) x m 3/16" 1/2"(IN) STEEL COVER PLATE j 1/4"(IN) FRAME-L 1 3/4"(IN) x 1/2"(IN) x 3/16"(IN) - - -------------i- H/OLEIN) D AM. I I I (TYP.) 3/16 ° S. S. PIN WITH SNAP ° RING GROOVE(TYP.) TOP VIEW I \� S. S. FLAT WASHER(TYP.) HANDLE STOP -\\ (TYP-) i - GROUND STUD WITH 2 NUTS AND 2 WASHERS(TYP.)(SEE NOTE 4) a ® S. S. SNAP RING(TYP.) 1/2"(IN) STEEL HANDLE-BENT 1/2"(IN) WWF-TIED IN 2 4 ° COVER PLATE STEEL ROD, FLUSH WITH LID �, PLACES TO HEADED ANCHOR SHEAR STUD 4 (SEE NOTE 10) Q j ° EQUIPMENT BONDING (TYP. 3/8 \ p JUMPER(TYP.) (SEE NOTE 7) HINGE DETAILLO ° (TYP.) 1/4 ° 2" 3/8"(IN) x 3"(IN) HEADED p ANCHOR SHEAR STUD- 4 1" WELDED TO LIP PLATE ° (SEE NOTE 10) ° 1"(IN) x 1"(IN) x 1/4"(IN)(TYP.) FRONT VIEW 5/8"(IN) x 1"(IN) HEX COUPLING NUT-S. S. 5/16 NC x 7/8"(IN) VERTICAL SLOT 3 WITH S. S. 5/16 NC x 3/4"(IN) BOLT AND 4 EACH S. S.WASHERS(TYP.) HANDLE DETAIL cn - - - - - -t- - i DETAIL OC co 21 " BOLT PLATE CHANNEL �-1" 1 1/2" 1 3/8" 2 1/4" 1/2- 13 x 1 1/2 S. S. PENTA HEAD BOLT 3/16 1 1/2 AND 1/2"(IN) S. S. FLAT WASHER j 3/16" LID SUPPORT-3/16"(IN)MIN. THICK HANDLE-SEE DETAIL 1 3/8"(IN) DIAM. HOLE 1/2-13 x 1 1/2 S. S. PENT 5/8"(IN) x 1"(IN) FRAME-L 1 3/4"(IN x JosE�Dl� 1/2"(IN) x 3/16"(IN) j HEAD BOLT AND 1/2"(IN) 1/2"(IN)STEEL COVER PLATE VERTICAL SLOT _ �� it r /I S. S. FLAT WASHER ( (TYP.) 3/16 = SHOWN CUT AWAY FOR CLARITY �® 0� wAsyf�c� j FRAME-L 1 3/4"(IN) x 3/16 (TYP.) E- 3/1639820 ° 1/2"(IN) x 3/16"(IN) I p COHANNELLT TE 1/4 LID SUPPORT- �O.{� ''CI STE��� 3/16"(IN) MIN. THICKNESS 3/16 1 1/2 joNAL t (NP') 3/16 4 6 (IN)HANDLx 3"(N) x 1/4"(IN) BOLT PLATE CHANNEL A - ° �` ° SLOTTED S. S. CHANNEL WITH S. S. CHANNEL NUT WELD TO STEEL COVER PLATE a a ! ° AND SPRING LOCKING LID STANDARD WWF TIED IN 2 PLACES TO HEADED ANCHOR 3/8"(IN) x 3"(IN) HEADED 1,4 ° DUTY JUNCTION BOX SHEAR STUD (SEE NOTE 10) a ANCHOR SHEAR STUD- 5/8"(IN) x 1"(IN) TYPE g WELDED TO LIP PLATE HORIZONTAL SLOT ° (SEE NOTE 10) ° STANDARD PLAN J-40.30-04 ° a SLOTTED S. S. CHANNEL SHEET 2 OF 2 SHEETS _LL WITH S. S. CHANNEL NUT AND SPRING APPROVED FOR PUBLICATION 3" DETAIL Op STATE DESIGN ENGINEER DETAIL 0 ISOMETRIC VIEW Washington State Department of Transportation Z CENTER OF LOOP ARRAY/ NOTES W STATION CALLOUT m 1. For an odd number of lanes, the higher number of loops shall be cut J CENTER OF LOOP(S)/ 17'-0" CONDUIT STUBOUT to the right side of the roadway (example: 1 left and 2 right), unless C° STATION CALLOUT 8'-6" AND ID LOCATOR the left-most lane is an HOV lane, in which case the higher number m 1'_3„ 1'-3" ~� of loops shall be cut to the left side of the roadway. CONDUIT STUBOUT 0 JB AND ID LOCATOR JB 2. Square loops may be used in place of round loops - see Standard 0 - ------- Plan J-50.11 for square saw cut details. SEE ENTRANCE SAWCUT SEE ENTRANCE SAWCUT 3. For installation Notes and Details, see Standard Plan J-50.15. � i I DETAIL�SHEET 2 _ DETAIL SHEET 2(TYPICAL) - (TYPICAL) LANE q -�- 4. For Sections A, B, C or D, see Standard Plan J-50.15. 5. Lanes 12 feet wide and narrower shall use standard 6 foot round or square loops. For lanes that are wider than 12 feet, wide loops shall DIAMETER=6'-o" be used as shown in the Type R1W detail. Wide loops may use the DIAMETER=6'-o° Type R1WA alternate configuration where allowed. (TYPICAL) (TYPICAL) LANE q - - - - - - - - - - - - - - - LANE q 6. Where a Type R1W(or R1 WA) loop is installed in a lane that is adjacent to another lane with a loop installed, the edge of the R1W � 1 P 9 1 7— loop must be shifted to be 3 feet away from the adjacent lane. 0 B B 7. Distance to passage loop shall be 7 ft where Type RM Signal X 0 ✓ ---!-- - I-__ - Standards are used, and 13 ft where Type II Signal Standards are LANE --------------- + - I _----------- LANE q - I I used. RUBBER LOOP ID LOCATER 8. Loop wiring shall be in accordance with Standard Plan J-50.19. 1'-3" C 3.5"SQUARE X 4"TALL � - C CONDUIT STUBOUT CONDUIT STUBOUT AND ID LOCATOR AND ID LOCATOR TYPE R1 TYPE R1 S (THREE TYPE R1 LOOPS SHOWN) SPEED LOOPS (THREE SETS OF TYPE R1S LOOPS SHOWN) 1'-0" CENTER OF LOOP ARRAY/ S (TYPICAL) STATION CALLOUT 1'-0" j,— CENTER OF LOOP ARRAY/ CENTER OF LOOP ARRAY/ STATION CALLOUT STATION CALLOUT (TYPICAL) LANE q V LIN7, WIDE LOOP �� ®F WASyI�C (TYPICAL) DIAMETER=6' 0" - - (TYPICAL) 7:1 F- A F- X ® 48821 LANE q _o - ------i-- - ----- - --- LANE S - -� - - - - - - - - I ��w i � SEE ENTRANCE SAWCUT 5T �' Z SEE ENTRANCE SAWCUT Z X (TYPICAL)SHEET 2 LANE - - - - - - - ��I®NAt g __ DETAIL-SHEET 2 g - + LOOP IN ADJACENT LANE Aug30, 2022 METERING AND DATA 1'-3" INDUCTION LOOPS 1'-3" B — — — — — �_ -- — — — — — — — — — — — — — — Je STANDARD PLANJ-50.13-01 Jg TYPE R1W-ADJACENT LANE ADJUSTMENT SHEET 1 OF 2 SHEETS CONDUIT STUBOUT CONDUIT STUBOUT AND ID LOCATOR AND ID LOCATOR (SEE NOTE 5) APPROVED FOR PUBLICATION TYPE R1W TYPE R1WA Aug30, 2022 Mark Gaines(Aug 30,202211:25 PDT) (SINGLE LANE ONLY) WIDE SINGLE LANE L=20'-0"MAX. WIDE MULTI—LANE STATE DESIGN ENGINEER X=3'-0" MAX. Adift Washington Safe Department of Transportation U) z w coCENTER OF LOOP ARRAY/STATION FRONT EDGE OF m CALLOUT STOP LINE/STATION 9'-0" CALLOUT C0 , 7'-0"OR ? CONDUIT STUBOUT -0" 6'-0" 13'-0" S 4'-6"i 9' Q 1'-3" AND ID LOCATOR (SEE NOTE 7) CONDUIT STUBOUT o JB 1 -3 AND ID LOCATOR JB LEFT PAVEMENT EDGE ( T r - ------------ (TYPICAL) 7 T - - -f I SEE ENTRANCE SAWCUT DETAIL- SEE ENTRANCE SAWCUT DETAIL LEFT EDGE LINE(TYPICAL) THIS SHEET(TYPICAL) THIS SHEET(TYPICAL) LANE (i -------- — — 1r-- -------- DEMAND LOOPS PASSAGE LOOPS DIAMETER=6'-0" ( 1 � DIAMETER=6'-0" (TYPICAL) p LANE ('c — — — — —i— —i— — — — — (TYPICAL) LANES — — — — — — —i— —i— — — — — i — --- — --- — — I J RIGHT EDGE LINE(TYPICAL) B S — — — — — + — — + — — — — — — — LANE I i LANE -- — — — — -- --- — — RIGHT PAVEMENT EDGE (TYPICAL) - c T-3" 4 CONDUIT STUBOUT JB AND ID LOCATOR CONDUIT STUBOUT TYPE R2 TYPE R3S AND ID LOCATOR (THREE SETS OF TYPE R2 LOOPS SHOWN) --------------- STOP LINE LOOP ARRAY \ (THREE TYPE R3S LOOP ARRAYS SHOWN) VLIN7, ®v WAsyl����,� LEAD-IN SAWCUT I � LOOP SAWCUT CHISEL OUT 1/8"TO 1/2"(IN)CORNER ®� fP� 48I T REMOVE PAVEMENT TO SAW- LEAD-IN CUT DEPTH AND FILL �I®NAB SAWCUT WITH SEALANT(TYPICAL) - - - - - - - - - - - - - - - - - - - r - - Aug 30, 2022 CENTER OF 90° LANE OP AND VEHICLE METERING AND DATA 2'-On INDUCTION LOOPS , STANDARD PLAN J-50.13-01 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION ---------------- ti1�l�Gaiti�t Mark Gaines(Aug 30,202211:25 PDT) Aug 30, 2022 STATE DESIGN ENGINEER ENTRANCE SAWCUT DETAIL .■. Washington State Department of Transportation LU w 5 20 7 5 20 = 3 3 NOTES 0 3 LL 6 1 1. See Contract for head type, mounting 6 ! height, and orientation. 00 I a 0 3 5 3 -• 2. All nipples, fittings, and center pipes ,I shall be 1 1/2"(in)diameter. m Z 11 I 11 3. Install neoprene gasket inside head 3 20 5 12 0 _ 1 20 5 12 :Y i when flanged elbows are supplied. ..t ; �. 4. Extend wire sheath a minimum of 1" (in) inside all signal and sign housings 11 2 11 2 and terminal compartments. 12 - 5. Apply bead of silicone to the serrated 21 12 ring and around the perimeter of all 1 I 1 top openings prior to installation of B I fittings. 2 2 6. See Standard Specification 9-29.16 for backplate requirements. Where Y +. , 21 ! , �I. required, prismatic sheeting shall be O 8 fr• I applied in accordance with the 2 manufacturer's recommendations. The application surface of the backplate 4 _ =,- shall be cleaned, degreased with 23 4 isopropyl alcohol, and dried prior to application of the sheeting. \ 7. Drill a 1/4" (in)drain hole in the bottom 3 3 SIDE MOUNT 3 of each signal display assembly, and e TYPE B-PEDESTRIAN one in the bottom of each pedestrian ? 23 10 4 TYPE K-VEHICLE head. When signal display assembly is KEY \ \ o mounted horizontally, drill a 1/4" (in) 3 O CENTER PIPE SIDE MOUNT 11 3 2 drain o le at the lowest point f each section of the signal assembly. CHASE NIPPLE 19 TYPE A-PEDESTRIAN 12 4 NIPPLE TYPE H-VEHICLE 4 ® SERRATED ELBOW 13 5O SERRATED OR FLANGED ELBOW } © REAMED TEE WITH SET SCREW ` O REAMED ELBOW WITH SETSCREW ! - © BRONZE TERMINAL COMPARTMENT WITH: TOP MOUNT •GASKETED COVER •FASTENERS TYPE C-PEDESTRIAN •WIRE LEADS l I 15 TYPE F-VEHICLE Jos E�� •MOUNTING SADDLE FOR SIDE MOUNTS ON + M POLES 15OULTI-SIDED POLES-OMIT SADDLE ON 2 - V TOP ®�® pQ WAsyf�c�o k 5 1/2" 14 � • o 1/4"(IN) DIAM. DRAIN HOLE � J � •12-POSITION TERMINAL STRIP •WIREWAY FOR SIDE MOUNTS , I 9O BRONZE COLLAR-4 1/4"(IN) I.D.OFFSET OPENING W/SET SCREWS / I �d QT 10 ORNAMENT CAP r- 14 0 0 o O 0 18 00� 3 9820 %0 �yW� 11 NEOPRENE GASKET STE� Gti 12 WASHER __________ sjONAL E� 13 CONDUIT LOCKNUT 14 TYPE E HINGE CLAMSHELL MOUNT-LEFT OR RIGHT,SEE CONTRACT 16 15 FASTENER WITH SPACER_ •1/2"(IN) LAG SCREWS ON WOOD POLE 9 '..;-' SIGNAL HEAD MOUNTING •1/2"(IN) BOLTS TAPPED TO METAL POLE DETAILS — POLE AND POST 16 FLATHEAD SOCKET BOLT 19 ------------- i' TOP MOUNTINGS 17 1/2"(IN)INSERT HOLE FOR EXTERNAL WIRE ENTRANCE Ll (REQUIRED ON TIMBER POLE MOUNTING ONLY) 0 0 0 O 0 STANDARD PLAN J-75.10-02 18 TERMINAL BLOCK AND PHENOLIC TAG SHEET 1 OF 1 SHEET 19 INSULINER-1"(IN)MIN. DIAM. HOLE 20 APPROVED FOR PUBLICATION SIGNAL HEAD WITH BACKPLATE PEDESTRIAN HEAD 21 FIELD DRILL POLE AND INSERT AN INSULINER TOP MOUNT SIDE MOUNT OR SIMILAR DEVICE TO PROTECT CONDUCTORS 15 ELEVATION (LEFT SIDE SHOWN) STATE DESIGN ENGINEER 2© SIMILAR TO®WITH BRONZE INTEGRAL COLLAR TYPE D-PEDESTRIAN-OFFSET BRONZE COLLAR TO FRONT 23 OR VEHICLE(SHOWN)-OFFSET BRONZE COLLAR TO BACK TYPE E TYPE E-COUNTDOWN LED To Washington State Department of Transportation 1/2"(IN)DIAM.x 3"(IN) LONG BOLT WITH WASHER MOUNTING DETAILS PEDESTRIAN HEAD s 6 NOTES W 1 1 1. Type M mounting shall have "O" ring groove and seal on top and bottom of signal attachment. LL 22 5 5 2. Type M mounting for conventional heads shall have 5 2 4 4 a 2" (in) diameter opening at the signal attachment. 4 o 2 2 3. Type M mounting for optically programmed heads } shall have a 3 1/2" (in) diameter opening at the 3 9 - signal attachment. I 4. Type N mounting with optically programmed heads b 23 23 shall be installed with 14" (in) nominal arms. 8 Y - 5. See Standard Plan J-75.30 for tether wire and 7 12 12 backplate requirements. 5 6. Apply bead of silicone around the perimeter of all 24 top end cap openings prior to installation of the 0 end cap assembly. 9 7. See Standard Specification 9-29.16 for backplate ++ requirements. Where required, prismatic sheeting 4 2 24 shall be applied in accordance with the 1 manufacturer's recommendations. The application KEY x� - 2 surface of the backplate shall be cleaned, (a) END CAP +, bl degreased with isopropyl alcohol, and dried prior 02 1 1/2"(IN) DIAM.CONDUIT LOCKNUT r I to application of the sheeting. 03 1 1/2"(IN) DIAM.CHASE NIPPLE ARM MOUNT I _ �s 1 8. Drill a 1/4" (in)drain hole in the bottom of each O® STEEL WASHER TYPE L � 1 - signal assembly. When signal display assembly is NEOPRENE GASKET V v 5 mounted horizontally, drill a 1/4" (in)drain hole 5 _�+' 2 at the lowest point of each section of the signal © BRONZE SERRATED ELL FITTING WITH: I s 4 assembly. •3/8"(IN)STAINLESS STEEL THROUGH BOLT AND NUTS •THREE STAINLESS STEEL SET SCREWS AT f ARM MOUNT 3 SLIPFITTER CONNECTION TYPE M •THREE ALLEN HEAD STAINLESS STEEL SET SCREWS 1 2 AT CONDUIT NIPPLE CONNECTION • _ 1 O7 SERRATED RING WITH PINS y 2 ® HEX LOCKNUT WITH: _ 1 NOTE: BACKPLATES NOT SHOWN •TWOTWO ALLEN HEAD STAINLESS STEEL SET SCREWS •PIN RECEPTACLES 1 Os 1 1/2 (IN) DIAM.CONDUIT NIPPLE ARM MOUNT FOR CLARITY 10 1 1/2"(IN) DIAM. HEX LOCKNUT TYPE LE 11 MOUNTING ASSEMBLY ARM MOUNT 12 BRONZE ELEVATOR PLUMBIZER WITH 3/8"(IN)STAINLESS STEEL TYPE II BOLT,WASHERS,AND TWO NUTS (TYPE M WITH 13 ALUMINUM ARM WITH SET SCREW 5-SECTION HEAD) ]Os�'� 14 SLOTTED TUBE WITH CLOSURE STRIP �T 15 2 1/2"(IN) I.D. MIN.TUBE CLAMP 13 ®� OF WAsyf� 16 INTERNALLY THREADED CLAMP ASSEMBLY WITH: 5 •TWO SET SCREWS •1/2"(IN) x 0.045"(IN)STAINLESS STEEL BANDS Cam! •7/16"(IN)SCREW BUCKLES WITH SWIVELS, NUTS,AND WASHERS C) - -1 •BAND CLIPS WITH ALLEN HEAD STAINLESS STEEL SET SCREWS 11 ° 14 QT 17 BRONZE MESSENGER HANGER WITH: p �O 39820 O w� •1/2"(IN) DIAM.J-BOLTS q Y 11 ��' �GI S TS"W •CABLE LOCK BAR g RIVET 15 16 ssjONr1 L• •COTTER KEY 18 BRONZE INTERNALLY THREADED WIRE ENTRANCE WITH: •BUSHING INSERT OR RUBBER GROMMET •ALLEN HEAD STAINLESS STEEL SET SCREW � �. SIGNAL HEAD MOUNTING 19 BRONZE BALANCE ADJUSTER(WHERE REQUIRED) �I DETAILS - MAST ARM AND 20 MULTI-HEAD MOUNTING ASSEMBLY SPAN WIRE MOUNTINGS 21 LOWER ARM ASSEMBLY 2© SERRATED RING WITH NO PINS 11 11 STANDARD PLAN J-75.20-01 23 SERRATED WASHER SHEET 1 OF 2 SHEETS 24 1 1/2"(IN)DIAM. SERRATED OR FLANGED ELBOW 13 APPROVED FOR PUBLICATION 25 CENTER SUPPORT WITH 1 1/2"(IN) DIAM. HUBS WITH COVER AND GASKET 26 1 1/2"(IN)DIAM. SERRATED COUPLING 27 1 1/2"(IN)BREAKAWAY TETHER ASSEMBLY STATE DESIGN ENGINEER WITH OPTIONAL EXTENDER BAR ARM MOUNT HOUSING FIXTURE A91K Washington State Department of Transportation 28 SERRATED CROSS TYPE N CONNECTION DETAIL MoR 17 17 a MIN. 4(�)� Oo a M w W LL 19 18 ® 18 00 2 g O 8 g O 7 9 2 20 4 5 `- 4 4 28 2 20 9 10 25 2 24 O 9 9 5 24 9 l I 6 _ 3 5 5 4 c 3 - . 5 3 i NOTE: BACKPLATES NOT SHOWN 26 3 FOR CLARITY 5 21 I. •- 4 Jos SPAN WIRE 3 ] ®� of WAsyf� TYPE P (1 HEAD) E- - 39t320 ° GIsTEM 11 b 11 ss10NAL I 1 ® 27 SIGNAL HEAD MOUNTING 21 d 11 SPAN WIRE DETAILS — MAST ARM AND TYPE Q (2 HEADS) SPAN WIRE MOUNTINGS ° TYPE R (3 HEADS) STANDARD PLAN J-75.20-01 TYPES (4 HEADS) SHEET 2 OF 2 SHEETS 27 APPROVED FOR PUBLICATION SPAN WIRE STATE DESIGN ENGINEER TYPE P-5S A=k Washington State Department of Transportation (TYPE P WITH 5-SECTION HEAD) •Ti NOTES 1. For sign installation details, see Standard Plan G -series. 2. Where it is impractical to locate a sign with the lateral SHOULDER 2' PRIMARY offset, a minimum of 2'(ft) offset may be used. A 1'(ft) SIGN SIGN lateral offset may be used in business, commercial 12' MIN. MIN. SHOULDER 2' or residential areas. MIN. 3. The "V" height for signs, with an area of more than EDGE OF 50 square feet and two or more sign supports, is SHOULDER 6' MIN. SIGN EDGE OF TRAVELED �� WAY 7 feet in both rural and urban areas. TRAVELED SUPPLEMENTAL WAY PLAQUE EDGE OF 0�MIN TRAVELED �S WAY 3" MAX. CURB CURB FACE V FACE V V SIDEWALK I I CURB CURB II II SIGN INSTALLATION SIGN INSTALLATION SIGN INSTALLATION (FILL SECTION) (CURB SECTION) (SIDEWALK AND CURB SECTION) HEIGHT V TO BOTTOM OF SIGN TO BOTTOM OF w (NO SUPPLEMENTAL SUPPLEMENTAL PLAQUE o PLAQUE) (WHEN REQUIRED) J z RURAL 5' MINIMUM 4' MINIMUM D_ w LL URBAN 7' MINIMUM 6' MINIMUM m z a 0 12' MIN. 12'MIN. J. ®F WASHI��'$ SHOULDER 6' MIN. PRIMARY SHOULDER 4' SIGN SIGN MIN. I _ SHOULDER S MIN. _ SIGN EDGE OF Qq TRAVELED j TRAVELED "MAX. WAY �0 f�c361o3�w� EDGE OF WAY SUPPLEMENTAL II ISTEDGE OF 0" MIN. E 1 TRAVELED PLAQUE j®NAL F1�� WAY j II j � II j 2020.09.23 13:48:58 FACE OF BARRIER -07'00' OR GUARDRAIL Z� V V V DITCH CLASS A CONSTRUCTION SIGNING _ = INSTALLATION I STANDARD PLAN K-80.10-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date:2020.09.25 SIGN INSTALLATION SIGN WITH SUPPLEMENTAL SIGN INSTALLATION 14:46:01 -07'00' (BEHIND TRAFFIC BARRIER) PLAQUE INSTALLATION (DITCH SECTION) Adft STATE DESIGN ENGINEER (FILL SECTION) MAP— Washington State Department of Transportation 3 8"(TYP) NOTES WIRE ROPE LOOP(TYP.) 10#5 02 #5 WIRE ROPE LOOP LENGTH 1. Type 2 Barrier and Barrier Terminals are allowed in temporary installations only. Do not Z: Z�L - install new Type 2 Barrier and Barrier Terminals fabricated after December 31, 2019. ____________________ __________ _______________ This plan is provided as a means to verify that any Type 2 Barrier and Barrier Terminals ' ) fabricated prior to December 31, 2019 meet the Ian requirements and cross-sectional t-------------------- --------------------------------------------------------------------------------------- ---- -- P p q r---------------------- ------ ------ ------ ------ ------ ------- ------------------------------------ ------------------------------------------------------------------------------------------------------------------------- dimensions as specified in Standard Specifications, Section 6-10.3(5). 0 N r - 2. Wire rope loops shall be 3' - 8" long, except for the top loop of the Barrier Terminal, which r-----•----- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ! shall be 2' - 0" long. a------------------------------------------------------------------------------------------------------------- -----------------------------------------------------------------------------------------------------------------------------------i --------------------------------- 3. Except for the locations of the wire rope loops, the dimensions shown in END VIEW oare typical for both ends of a Barrier Section or opposing ends of Barrier Terminals. z TOP VIEW 4. Connecting and Drift Pin head designs vary among different manufacturers. Pin designs Of W that are shaped differently than those shown in the detail are acceptable, if the bearing } surface is within the minimum and maximum widths specified. 00 q IY a B WIRE ROPE LOOP(TYP.) Q#5 _j 5. The vertical spacing of the Wire Rope Loops in a Barrier Terminal is determined by the N end of the Barrier Segment to which it is being connected. See BARRIER ❑ CONNECTION DETAIL (Sheet 2). I t f - - - =f------------------ r� 1/4"DRAFT ---------------------------- _-- - - - N 1 1/2" N 2"CLR. N°0 N (TYP.) I � ---- ----------------------------------------------------------------------------------------------------------------------'............................------------------------------------------------------------------------------------------------- ----t----� / - - -- — — — — — i ----------------------------------------- ------------------------------�� 6" 2" R. - BEVEL OR CONNECTING PIN 1 1/2"(TYP.) �, R- -I _- - J 2 2 #5 f"' OUND EDGES 4IF- -_ __ - 10'-0" OR 12'-6" O TYP. 3/4"MAX. (TYP.) WIRE ROPE LOOP T PIN PIN I SIDE VIEW 1 3/4"I.D. LOOP --- I------- - i 1/8"FROM BARRIER FACE OF CONCRETE 1 1/2"R. CHAMFER PIN 3/4" 7/8" R. (TYP.) PARTIAL 9„ PARTIAL SECTION OB ��MCC BARRIER BARRIER < W.4s SECTION TERMINAL 1 #5 5O # 3 �- O LO I � WIRE ROPE LOOP(TYP.) - ITT n J n%n hue(Aug 17, I BARRIER BARRIER 1/2"CHAMFER I 7" SECTION TERMINAL �® 29023 iv (TYP.) I #5 4 #5 ��(, 00 r I O O TYP. TYP. co _ 10"R. 3'-I 3" ( ) ( ) 4 I t�1 lle N ®�yAg , dV io I " 2"CLR. I o _ Aug 17,2021 TYP. 1/8" DRAFT r --�� CONCRETE BARRIER N a TYPE 2 M STANDARD PLAN K-80.32-00 SEE NOTE 2 6„ - SHEET 1 OF 2 SHEETS 2' 0" APPROVED FOR PUBLICATION Aug 17,2021 END VIEW SECTION O STATE DESIGN ENGINEER ISOMETRIC VIEWS -" BARRIER SECTION BARRIER TERMINAL MR Washington State Department of Transportation SEE NOTE 1 WIRE ROPE LOOPS HOLE FOR 1/2„ /^- -- DRIFT PIN 3 #5 5/8"WIRE ROPE t............,................. 1....1..............t......... ....-........---------------1-.a..-.-.....-..-------- _----3=--_------�-- -----_---0----____ J Lu ............ ............................... o WIRE SEIZING-SHALL BE EIGHT WRAPS ��-- ----,,. J 1 3/4" I.D. LOOP OF 16 GAGE WIRE WITH THE ENDS TWISTED j z TOGETHER, OR EQUIVALENT FASTENING. ® #5 IWi 1'-0" 9" 2'-3" 3'-0" } WIRE ROPE LOOP DETAIL 00 PIN z TOP VIEW a o: 0 2"MIN. 2"MIN. 2 1/2"MAX. 2 1/2"MAX. PLATE WASHER WIRE ROPE LOOPS SEE NOTE 1 1/8"THICK z d z a , 3/4"CHAMFER U LL '______ __�_�- - - - I 3 #5 w - - I- i I V z o I N I I �, 3 1/4"DIAM. z ' O TYP. I a° ( ) 2"CLR. U O I N 0CID N i I04 -' -' I ` I U- M •.,.��/�'' - - --- -------------4---. ----f-------------t.- ••••L••. :....� '•L_—__--_LL----------------- ---- - --------: j}--_ \——— ------ — — ------------------------------- r" 2" R. - BEVEL j ilo OR ROUND EDGES 1" DIAM. PIN WITH 3/4"MAX. (TYP.) _„ _- 2 (a)#5 1 1/2"DIAM. 2"CLR. ROUNDED BOTTOM EDGES ��"'_II I��" _II SIDE VIEW PIN A SIDE VIEW CONNECTING PINS AND DRIFT PINS BARRIER TERMINAL SEE NOTE 4 SEE NOTE 5 �,MCK oV WA SHEET 1 BARRIER SECTION SHEET 2 BARRIER TERMINAL REINFORCING STEEL BENDING DIAGRAM REINFORCING STEEL BENDING DIAGRAM , n hue(Aug17 ................. �® 29023 9'-4 3/4" FOR 10'-0" LONG BARRIER SECTION " `� �' �' � 5 TE�� 11'-10 3/4"FOR 12'-6"LONG BARRIER SECTION 10 �I- i =f='•__ �§I OI S TONA 19, Aug 17,2021 I I N 10 #5 N O3 #5 __a ,I- II CONCRETE BARRIER r TYPE 2 9'-4 3/4" FOR 10'-0" LONG BARRIER SECTION PIN 11'- 10 3/4" FOR 12'-6" LONG BARRIER SECTION 1'-7" 2'-3" 2'-10" S STANDARD PLAN K-80.32-00 BARRIER CONNECTION DETAIL SHEET 2 OF 2 SHEETS ' O1 APPROVED FOR PUBLICATION #5 ®#5 Aug17,2021 Adw STATE DESIGN ENGINEER Washington State Department of Transportation 3" 3/4" EXPANSION BOLT SHIM -SEE NOTE 4 NOTES 1 1/2" ° 1. The intended use of this plan is for the temporary installation of the Type 2 Concrete Barrier on cement concrete pavement, bridge decks, or hot mix asphalt PL 3/8 x 3 x 0'-5 1/2 �Gv a 13/16" DIAM. HOLE pavement, and Type F Concrete Barrier on Bridge decks. P o p a 3" 2. Use Type 1 Anchors when the concrete pavement or bridge deck is 6" or thicker 13/16" DIAM. HOLE 55° o L 3 x 3 x 3/8 x o's a o with 2' wide concrete barrier only. Use Type 2 Anchors (Standard Plan K-80.37) with narrow base barrier. 3. Adjust the location of the Type 1 Anchors to avoid the main reinforcing in the deck ° ° when drilling holes. J 4" o o o p 4" 4. Use shims to properly fit the Type 1 Anchors to the barrier and roadway surfaces. o 8" � 3/4" EXPANSION BOLT W/ D i D g^ D o HARDENED WASHER(TYP.) 5. Upon removal of the Type 1 Anchors, clean the bolt holes and fill them with grout -J 1 3/4" 4 1/2" MIN. EMBEDMENT 1 3/4" F-- according to Standard Specification, Section 6.02.3(20). z 9 w ATTACHMENT "A" DETAIL ATTACHMENT "B" DETAIL 6. Remove the Type 3 Anchors by first driving the steel pins down through the barrier m further into the pavement to allow lifting the barrier without interference, then re- z move the pins from the pavement. a 7. After removing the Type 3 Anchors, clean the pin holes and fill them with sealant o PROTECTED A, , K AREA o ° according to Standard Specification, Section 9-04.2. D TRAOR TRAFFIC TRAFFIC SIOF DECK SIDE SI DE (ATTACHMENT"B° 1/2 SEGMENT LENGTH ANCHOR SHOWN) 2'- 1" 2'- V ATTACHMENT"AATTACHMENT"B" ATTACHMENT"A" ° ATTACHMENT"A"(SEE DETAI (SEE DETAIL) D ° (SEE DETAIL) (TYP.) (TYP.) ° D(SEE DETAIL) D ° ------------ --------------------------------4--------------------PCCP PCCP ° ° --------- ------ ------------ ---- ---------------------- - - ----- D D ATTACHMENT LOCATION (TYP.) SEE NOTE 3 PLAN VIEW PRECAST CONCRETE SECTION VIEWS (ATTACHMENT"A"ANCHOR SHOWN) BARRIER SECTION (TYP.) TYPE 1 ANCHOR TYPE 1 ANCHOR ATTACHMENT LOCATIONS TYPE 1 ANCHOR ATTACHMENT LOCATIONS TEMPORARY INSTALLATION OF PRECAST CONCRETE BARRIER TYPE 2 ON CEMENT CONCRETE PAVEMENT OR BRIDGE DECK, AND TEMPORARY INSTALLATION OF PRECAST CONCRETE BARRIER TYPE F (STANDARD PLAN C-60.10) V ICK ON BRIDGE DECK �� 00, WASjiJ,�c� °✓ D TRAFFIC PROTECTED TRAFFIC D TRAFFIC D . 2'_0" PRECAST CONCRETE 1'-0" `1 � SIDE WORK AREA SIDE ° ° SIDE BARRIER SECTION (TYP.) ® 29023 t ISTE � D D ° 2" DIAM. PINNING D ° ° - - -- -- --- -- I®NA � p HOLE(TYP.) D° D ° 50° D (TYP.) D ° 1'-o° -------- -------- --..._,..:___ 07'00' ��� 2020 09 1 D 10:04:22 - HMA MIN. _ HMA TEMPORARY CONCRETE PINNING HOLE (TYP.)-ONLY REQUIRED 2'-0" - D ON TRAFFIC SIDE(S) OF BARRIER BARRIER ANCHORING 1" DIAM. x 30" PLAN VIEW STANDARD PLAN K-80.35-01 -78�� GALVANIZED STEEL PIN TYPE 3 ANCHOR SHEET 1 OF 1 SHEET (TYP.) ��, TWO PINS REQUIRED A TWO PINS REQUIRED PIN LOCATIONS APPROVED FOR PUBLICATION Roark,Seve ONTO PRNS TAFFIC SIDE~ SECTION VIEWS PER R P TRAFFIC TOTAL TYPE 3 ANCHOR Roark, Steve Date:2020.09.16Digitally signed bY10:23:50 t0700' PER BARRIER SECTION PER BARRIER SECTION TEMPORARY INSTALLATION OF PRECAST AMIL STATE DESIGN ENGINEER TYPE 3 ANCHOR CONCRETE BARRIER TYPE 2 ON HOT MIX ASPHALT PAVEMENT Washington State Department of Transportation PIN LOCATIONS -" J GENERAL NOTES J 0 1. Bid Item "Railroad Crossing Symbol" includes o "X" symbol, letters, and two 24" (in) white z transverse lines. x W 2. 24" (in) white transverse line. M z3. Place Stop Line 15' (ft) minimum from nearest Q rail. If gate is pre lace stop line approx- o imately 8' (ft) fr%740.4ate. ROADWAY 4. See r ocation, material requirements, 1 sign information i i Z W z W O � o = o O W < O W < MPH D* STOP LINE 25 50 Ft. STOP LINE 30 100 Ft. 35 150 Ft. — SEE NOTE 2 /1 40 225 Ft. v w 45 300 Ft. w STOP LINE SEE 0 50 375 Ft. LAYOUT B GRADE o • NOTE 2 W CROSSING SYMBOL- m 6'-0" FROM NEAREST 55 450 Ft. SEE DETAIL, SHEET 2 �,N RAIL 60 550 Ft. LAYOUT A GRADE 65 650 Ft. M CROSSING SYMBOL- *DIMENSIONS SHOWN z 1-- DYNAMIC ENVELOPE- SEE DETAIL, SHEET 2 ARE APPROXIMATE Oz 4"WIDE PAVEMENT MARKING (SEE CONTRACT) b W (OPTIONAL) LU N W eJ. W o R R D.� R R STOP LINE � V �/ D D �� ®F WAS�l� W10-1 (B/Y) W10-1 (B/Y) o � Illlllll �ullll � �`, �G J M ` p O o t2 V - apt alsh(Aug 1 T) �. N tt -11,0 �� 36103 EDGE LINE CI 3TS� b� rk L Aug 1, 2022 EDGE LINE RR CROSSING RAILROAD CROSSING LANE LINE OR GEDGE LINE LANE LINE OR DETAIL ROADWAY ROADWAY (TRACKS OMITTED FOR CLARITY) LAYOUT CENTERLINE CENTERLINE SEE NOTE 2 SEE NOTE 2 STANDARD PLAN M-11.10-04 1O TOTAL MARKING AREA SHEET 1 OF 2 SHEETS 1O TOTAL MARKING AREA (PER 12' (FT)WIDE LANE) APPROVED FOR PUBLICATION (PER 12' (FT)WIDE LANE) STANDARD SYMBOL = 111.59 SQ.FT. = 109.75 SQ.FT. T` Aug 2022 Mark Gaines Aug 2,202210:14 PDT) .`7 LAYOUT A LAYOUT B Aduk STATE DESIGN ENGINEER (WSDOT PRIMARY ON RURAL ROADWAYS) M Washington State Department of Transportation J J W ❑ J Z W LL m 8'-0" 6'-8" 2 Z 1 p) I .w G �S 0 ! Q I I � j i i i i i i i i � • i Oki e j I (D CV ! N - ` - j I I I I I e! ! LANE I I I I e� I I LANE C? = l, j � � J. 'I 4'-0" j 4'-0" Q /(��a ��� ®F WAl? Sp�I�G®�� I V ♦ ^ D D ` o GRID IS 1" (IN) SQUARE and alsh(Augl T) cjD 4� 36103 Q� LAY U "R" DETAIL ci**.-. Aug 1, 2022 GRADE CR MBOL O RAILROAD CROSSING G LAYOUT LAYOUT B STANDARD PLAN M-11.10-04 GRADE CROSSING SYMBOL SHEET 2 OF 2 SHEETS DETAIL APPROVED FOR PUBLICATION Mars A'ug20:14PDT) Aug 2, 2022 STATE DESIGN ENGINEER STANDARD SYMBOL DETAILS Alwok Washington State Department of Transportation NOTES: SHOULDER AREA �� � SHOULDER AREA �\ ROADWAY �LANE ; I. See Contract Plans for crosswalk locations. \� 2. To the maximum extent possible, curb ramp centerline should be perpendicular to the crosswalk centerline. � I 2' 1' i 3. To the maximum extent possible, crosswalks 1'WIDE FOR SHOULDERS<4'WIDE 2'WIDE FOR SHOULDERS should be perpendicular to the traveled way � � (TYP.) I P centerline. OVER 4'(FT)WIDE ii I i i 4. See Contract plans for crosswalk width. o 5. To maximim extent possible, place crosswalk z bars out of the wheel paths. INSTALL CROSSWALK LINES IN i w SHOULDER AREAS ONLY WHEN i ADJACENT TO A SIDEWALK OR A SEPARATE WALKWAY(TYPJ i CROSSWALK LINE i MZN' i I i ii i I i i I it i i I it i i EDGE OF PAVEMENT,OR FACE OF CURB(WITHOUT GUTTER).,OR EDGE OF GUTTER PAN(WHEN THERE IS CURB i I STOP LINE AND GUTTER)(TYP.) pNDREI,yogL 5G Ov WAs �s EDGE OF TRAVELED WAY i LANE LANE i EDGE OF TRAVELED $c WAY ottA Da (J,l 7,2023 15:� 37361 'yEGISTER�� �SIONAL J u 117, 2023 CROSSWALK LAYOUT CROSSWALK DETAIL STANDARD PLAN M-15.10-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION A ��,� Jul 17,2023 _ STATE DESIGN ENGINEER VOWashington State W- Department of Transportation NOTES 10, 30' 10, 1. Dotted Extension Line shall be the same color as the line it is extending. 2. Edge Line shall be white on the right edge of traveled way, and yellow on the left edge of traveled way (on one-way roadways). Solid Lane Line shall be white. 3. The distance between the lines of the Double Centerline shall be 12" everywhere, except 4" for left-turn channelization and narrow roadways with lane widths of 10 feet or less. Local Agencies (on non-state routes) may specify a 4" distance for all locations. YELLOW- CENTERLINE,CENTERLINE & LANE LINE WHITE- LANE LINE The distance between the lines of the Double Lane Line shall be 4". 10, 30' 10' SEE CONTRACT FOR LENGTH v� 4"OR12"— SEE NOTE 3 LU c YELLOW— DBL. CENTERLINE, U YELLOW DOUBLE CENTERLINE & DOUBLE LANE LINE WHITE— DBL. LANE LINE m z NO-PASS LINE & TWO-WAY LEFT-TURN CENTERLINE a 0 10, 30' 10, SEE CONTRACT FOR LENGTH WHITE WIDE EDGE LINE & WIDE SOLID LANE LINE YELLOW OPTION TO USE AS CIRCULATORY ON ROUNDABOUT APPLICATIONS REVERSIBLE LANE LINE 10, 30' 10, SEE CONTRACT FOR LENGTH J ®F WAS/p����� V an6 alsh(Aug 1, T) 4k) �® lf 36103 �GI 9 TS�� \ WHITE DOUBLE WIDE LANE LINE WHITE ��` /®N�1, WIDE BROKEN LANE LINE Aug 1, 2022 LONGITUDINAL SEE CONTRACT FOR LENGTH SEE CONTRACT FOR LENGTH MARKING PATTERNS STANDARD PLAN M-20.10-04 SHEET 1 OF 4 SHEETS APPROVED FOR PUBLICATION '� Aug 2 2022 YELLOW OR WHITE� ,.�,k�,�,�s A���,��zz�o�,�or , SEE NOTE 2 \ STATE DESIGN ENGINEER EDGE LINE & SOLID LANE LINE BARRIER LINE YELLOW MoR Washington State Department of Transportation 3' 9' 1 3' 3 91 1 3 0 8" DOTTED LANE LINE — WHITE WIDE DOTTED LANE LINE WHITE 6' 6' 6' 2' 6' 2' YELLOW OR WHITE- SEE NOTE 1 WHITE DOTTED EXTENSION LINE WIDE DOTTED EXTENSION LINE J J W J Z W LL M m Z ROUNDABOUT SPECIFIC LINES 3' 2' 3' 6' 3' 6' ago WHITE YELLOW OR WHITE —SEE NOTE 1 ap,4 alsh(Aug I T) Q� WIDE DOTTED ENTRY LINE STRONG LANE LINE OPTION TO USE AS CIRCULATORY ON ROUNDABOUT APPLICATIONS ®��� l 9 TS�������� �I®NAB Aug 1, 2022 LONGITUDINAL a' 1 3' 1 4' MARKING PATTERNS STANDARD PLAN M-20.10-04 1 SHEET 2 OF 4 SHEETS $ APPROVED FOR PUBLICATION Aug 2, 2022 Mark Gaines Aug 2,202210:17 PDT) STATE DESIGN ENGINEER WHITE AIIIIIIIIIAL Washington State Department of Transportation WIDE DOTTED CIRCULATING LANE LINE NOTE DIRECTION OF TRAFFIC (TYPICAL) 1. Dotted Extension Line shall be the same color as the line it is extending. 10, 10, 20' 10' 1 10, J J W 0 z Cf W V LL } Z YELLOW-CENTERLINE, BLACK CONTRAST Q WHITE- LANE LINE STRIPING 0 CENTERLINE & LANE LINE 10, 10, 20' 10' 1 10, v OF,��pFF\G G', YELLOW BLACK CONTRAST STRIPING (TYP.) NO-PASS LINE & TWO-WAY LEFT-TURN CENTERLINE 10, 10, 20' 10, 10' ISOMETRIC VIEW 7 J. YELLOW BLAC:CONTRAST STRIPING (TYP.) ` REVERSIBLE LANE LINE a58 alsh(Aug l DT) -11,0 36103 �cI3TS b� B. 10' 1 10' 1 20' 10' 1 10, Aug 1, 2022 LONGITUDINAL MARKING PATTERNS STANDARD PLAN M-20.10-04 SHEET 3 OF 4 SHEETS WHITE BLACK CONTRAST APPROVED FOR PUBLICATION STRIPING (TYP.) /�'" Aug , 2022 WIDE BROKEN LANE LINE Mark Gaines/U�g22022210:17 PDT'' g STATE DESIGN ENGINEER Washington State Department of Transportation DIRECTION OF TRAFFIC 3' 3' 6' 3' 3' (TYPICAL) 3' 3' 6' 3' 3' BLACK CONTRAST WHITE BLACK CONTRAST STRIPING (TYP.) p STRIPING (TYP.) WHITE DOTTED LANE LINE WIDE DOTTED LANE LINE z Of LL 6' 6' 6' 6' 2' 2' 4' 2' 2' r m z 0 8" � Orr BLACK CONTRAST YELLOW OR WHITE BLACK CONTRAST WHITE STRIPING(TYP.) STRIPING (TYP.) (SEE NOTE 1) WIDE DOTTED EXTENSION LINE DOTTED EXTENSION LINE ROUNDABOUT SPECIFIC LINES 3' 2' 3' 2' 6' 3' 6' 3' ®R WASIIjTO�®� BLACK CONTRAST WHITE / STRIPING (TYP.) J BLACK CONTRAST / YELLOW OR WHITE ' STRIPING(TYP.) J (SEE NOTE 1) an� alsh(Augl DT) WIDE DOTTED ENTRY LINE STRONG LANE LINE �® 36103 �w OPTION TO USE AS CIRCULATORY ON ROUNDABOUT APPLICATIONS �� �cI 9 TS�� 4' 3' 4' 1 3' Aug 1, 2022 LONGITUDINAL MARKING PATTERNS STANDARD PLAN M-20.10-04 SHEET 4 OF 4 SHEETS BLACK CONTRAST WHITE APPROVED FOR PUBLICATION STRIPING (TYP.) Aug 2 2022 Mark Gaines Aug 2,202210:17 PDT) STATE DESIGN ENGINEER WIDE DOTTED CIRCULATING LANE LINE MRWashington State Department of Transportation GENERAL NOTE �TTT'J 10'-0.. See Standard Plan M-20.10 for pattern and color requirements. �'J 4" 4" 23" 4" 23" 4" 23" 1 4" 1 23" 4" 4" 1 4"1 4" 1 23" 1 4" 1 23" 1 4" 1 23" 4" J TOP VIEW + J TOP VIEW A A PERSPECTIVE VIEW SIDE VIEW SIDE VIEW PROFILED PLASTIC FOR: CENTERLINE & LANE LINE-W=4" PROFILED PLASTIC FOR: NO-PASS LINE -W=4" (BROKEN LINE) NO-PASS LINE & TWO-WAY LEFT-TURN CENTERLINE--W=4" (SOLID LINE) TWO-WAY LEFT-TURN CENTERLINE-W=4" REVERSIBLE LANE LINE -W=4" DOUBLE CENTERLINE & DOUBLE LANE LINE-W=4" WIDE BROKEN LANE LINE -W=8" �1 EDGE LINE & SOLID LANE LINE-W=4" 1YJ WIDE LANE LINE & WIDE LINE--W=8" �TT'J DOUBLE WIDE LANE LINE-W=8" 2'-0" 3'-0" BARRIER CENTERLINE-W=20" 1"(TYP.) 10" 4" 1 10" 4" 4" 1 20" 4" 4" T_ _TT 100 TO 300 MILS 4" 160 MILS MIN. 15 TO 30 MILS J J rr6p 90 MILS MIN. TOP VIEW TOP VIEW TOP VIEW A 500 MILS MIN. DETAIL W SIDE VIEW SIDE VIEW SIDE VIEW (W_1/2") DETAIL OA CENTERLINE & LANE LINE DOTTED LANE LINE--W=4" NO-PASS LINE & TWO-WAY LEFT-TURN CENTERLINE DOTTED EXTENSION LINE WIDE DOTTED LANE LINE-W=8" 500 MILS MIN. EMBOSSED PLASTIC FOR: REVERSIBLE LANE LINE r 60 (SOLID OR BROKEN LINE) DOUBLE CENTERLINE & DOUBLE LANE LINE PROFILED PLASTIC r EDGE LINE & SOLID LANE LINE (BROKEN LINE) of WAS#,c c� SECTION O �`0 23" �J G 1" 1" 0"TO 2" 4" 0"TO 2" 1" 1" 1" 0"TO 2" 4" �® 3G103 �61 S T I I i i i I I �1®NAL E� "W'alsh,Brian f ��( Apr 16 2015 2:27 PM NOT TO SCALE TOP VIEW �7/ w 500 MILS MIN. 500 MILS MIN. PROFILED AND EMBOSSED 160 MILS MIN. 1/4" 1/4" 160 MILS MIN. 1/4" 1/4" J� � � � � PLASTIC LINES 15 TO 30 MILS 100 TO 300 MILS 15 TO 30 MILS STANDARD PLAN M-20.20-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION SIDE VIEW m �- Apr 20 2015 10:07 AM z PROFILED EMBOSSED PLASTIC FOR: CENTERLINE & LANE LINE REVERSIBLE LANE LINE STATE DESIGN ENGINEER < (SOLID OR BROKEN LINE) NO-PASS LINE DOUBLE CENTERLINE & DOUBLE LANE LINE Washington State Department of Transportation TWO-WAY LEFT-TURN CENTERLINE EDGE LINE & SOLID LANE LINE -" SYMBOL NOTE T-4" 1'-0" SYMMETRICAL ABOUT & LANE Use the dimensions shown on this plan for each type of Traffic Arrow 1'-2" 2'-4" being placed on roadways with a posted speed limit of 40 mph or lower. j SYMBOL & LANE SYMBOL & LANE 1'-8" 8" 1'-0" eo Imo! N ELLIPSE"A" I I i ip i I I MARKING AREA o T °D 7.73 SO.FT. _ I ao Q o j c_n I W V o X M to o v oo � ¢ a j TYPE 2SR (RIGHT) W ELLIPSE"B" N U) TRAFFIC ARROW a I J MIRROR IMAGE OF I W TYPE 2SL TRAFFIC ARROW (SHOWN AT REDUCED SCALE) 1'-2" 1 CENTER POINT MARKING AREA 12.86 SQ.FT. OF ELLIPSES MARKING AREA 1'-4" 8.03 SQ.FT. N I j 1'-2" SYMBOL& LANE GRID IS 4"(IN) SQUARE ELLIPSE"A" i 1 I m N 8" TYPE 4S 4"' TRAFFIC ARROW 1'-6" 1'-2" I I � ELLIPSE"A" ELLIPSE"A"V 8' ELLIPSE"B" AXIS N o to 10"- ELLIPSE"B"AXIS TYPE 1S eo to a TRAFFIC ARROW o ELLIPSE"B" o X a p M O m J oD o W o to ao W N a p� WA8 �cg io MARKING AREA °O W 14.83 SQ.FT. m J WW N co CENTER POINT IL OF ELLIPSES w W - 36103 � �LS-'�'i CENTER POINT N TYPE 3SR (RIGHT) ISTt ti OF ELLIPSES GRID IS 4"(IN) SQUARE TRAFFIC ARROW "'I®NAL v MIRROR IMAGE OF / � �lsh,Brian I r 16 2015 2:21 PM TYPE 3SL TRAFFIC ARROW W� Apr GRID IS 4" IN S UARE N (SHOWN AT REDUCED SCALE) SYMBOL MARKINGS ( ) Q Lu MARKING AREA 8" 8 14.83 SQ.FT. TRAFFIC ARROWS FOR U ' LOW-SPEED ROADWAYS MARKING AREA 8" ELLIPSE"A" STANDARD PLAN M-24.40-02 m 7.73 SQ.FT. / AXIS SHEET 1 OF 2 SHEETS Jp 10" ELLIPSE"B"AXIS 1'-2" /1'-61' APPROVED FOR PUBLICATION Bakot } /ELLIPSE"A" TYPE 3SL (LEFT) TRAFFIC ARROW .n Apr2 2015SCA 00 J// AXIS T� �. arrzozols lo:ll.an-1 Z C4 � 10"-ELLIPSE"B"AXIS � STATE DESIGN ENGINEER Q Washington State Department of Transportation o TYPE 2SL(LEFT)TRAFFIC ARROW -„ LANE 2'-5/8" 4'-8" (Z 2.05') I 2'-4" 1'-0" S�MgO� I •\ i 20' \ I \ I v v � •\ i `A SYMBOL &LANE j 1 j •\ j \ I N •\ I \ I V as I \ N MARKING AREA 15.94 SQ.FT. I \ TYPE 6SR (RIGHT) ELLIPSE TRAFFIC ARROW a �? MIRROR IMAGE OF TYPE 6SL ELLIPSE (MIRRORED ABOUT LANE CENTERLINE) 131. 00 w (SHOWN AT REDUCED SCALE) o_ b ro _ 60' w CV � \ 0- p w p� WASfjI�c cgs CENTER POINT MARKING AREA SYMMETRICAL ABOUT OF ELLIPSES 15.94 SQ.FT. v GRID IS 4"(IN)SQUARE 8' ®�, �� 36103 TYPE 6SL(LEFT) 6,3 T�� TRAFFIC ARROW ��10 L t 1 8.. 8 Apr]6 015.. 2:21 PM 1'-6" 1'-2" SYMBOL MARKINGS ^� w MARKING AREA 19.58 SQ.FT. ELLIPSE"A" TRAFFIC ARROWS FOR = w AXIS 10"-ELLIPSE"B"AXIS LOW-SPEED ROADWAYS U- STANDARD PLAN M-24.40-02 m TYPE 7S TRAFFIC ARROW J SHEET 2 OF 2 SHEETS O U APPROVED FOR PUBLICATION Bako[ich,Pasco } Apr 20 2015 10:11 AM Z C{e � STATE DESIGN ENGINEER >� M Washington State Department of Transportation 0 -„ 0 NOTE Of 1'-6"-UNLESS NOTED U OTHERWISE IN CONTRACT CENTERLINE OF JUNCTION BOX, 1. If Rumble Strips are present, ✓� PULL BOX, OR CABLE VAULT install marking outside of the Rumble Strip. J I O}0 I o EDGE LINE EDGE LINE p g0 i i 01. -01. CENTERLINE OF CROSS CULVERT z A �! O v EDGE LINE w o \ w to `Y b 1 0�,• PAVED \ ` �O SHOULDER w H 8 ANGLE OF z > b�\ \ CROSS CULVERT � JUNCTION BOX, PULL BOX, OR ` CABLE VAULT ` PAVED ` 5'-0" ! SHOULDER `•� I i MARKING AREA=0.56 SQ.FT. PAVED SHOULDER CROSS CULVERT MARKING AREA= 11.73 SQ.FT. MARKING AREA=0.56 SQ. FT. STOP LINE HALF-MILE MARKER JUNCTION BOX, PULL BOX,OR CABLE VAULT MARKINGS DRAINAGE MARKING o EDGE LINE EDGE LINE w U � 4" o TYP. ��� �� V wAsyf'� z OR Ov 90, 90' O w b J �0 �� 36103 2'_ C �%� - -� c 1 S T S ti GI t Walsh,Brian Jun 24 2014 2:35 PM SYMBOL MARKINGS PAVED PAVED MISCELLANEOUS SHOULDER SHOULDER WHITE OR YELLOW-SEE CONTRACT MARKING AREA=6.00 SQ.FT. MARKING AREA= 1.06 SQ.FT. STANDARD PLAN M-24.60-04 CHEVRON OR DIAGONAL FULL MILE MARKER DRAINAGE STRUCTURE INLET SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION CROSSHATCH MARKING AERIAL SURVEILLANCE MARKERS DRAINAGE MARKING sco ,(�, �. Jun 24 0Pa443PM W=8"(IN) FOR POSTED SPEED LIMIT OF 40 MPH OR LOWER STATE DESIGN ENGINEER W= 12"(IN) FOR POSTED SPEED LIMIT OF 45 MPH OR HIGHER T Washington State Department of Transportation SYMBOL MARKING A B C D USE MARKING AREA O v "v TYPE 1 6'-0" 2'-6" 13'-0" N/A LESS THAN 45 MPH 25.90 SQ.FT. N 3" N SYMBOL YIELD AHEAD SYMBOL TYPE 2 6'-0" 3'-0" 20'-0" N/A 45 MPH OR GREATER 36.54 SQ.FT. &LANE } I L&D TYPE 1 1'-0" 6" 1'-6" 6" LESS THAN 45 MPH 0.75 SQ.FT. m 3'-0" YIELD LINE SYMBOL TYPE 2 2'-0" 1'-0" 3'-0" 1'-0" 45 MPH OR GREATER 3.00 SQ.FT. 2'-0" TYPE 2 2'-0" 1'-0" 3'-0" 1'-0" ROUNDABOUT ENTRY * 3.00 SQ.FT. 0 GRID IS 4"(IN) SQUARE MARKING AREA= 1.41 SQ.FT. * MINIMUM OF 4 IN LANE ACCESS PARKING SPACE SYMBOL (MINIMUM) z w A �DA� O > H b w i0 p I I B C LL m p z J C7 O W > 4" m H m / / A / V I w �B— S' 3'-0" 4 -0„ &LANE L 1'-6 3/8" YIELD LINE SYMBOL GRID IS 4"(IN) SQUARE MARKING AREA=3.09 SQ.FT. 6,-0„ (MULTIPLE SYMBOLS REQUIRED ACCESS PARKING SPACE SYMBOL FOR TRANSVERSE YIELD LINE- SEE CONTRACT) (STANDARD) MARKING AREA= 12.08 SQ.FT. SPEED BUMP SYMBOL fV co �� of WAsy��ca�,� 4" � � u- - in z wg 'v m o J����' ��G1 STER�� ti�1�ty N M ~ ss10NAL 3" 2� Walsh,Brian 6v�--�� 'QWG'7/, Jun 24 2014 2:37 PM G'>sQ" SYMBOL MARKINGS MISCELLANEOUS 1'-2" 3'-0" 1'-2" 10" 2'-0" 10" STANDARD PLAN M-24.60-04 5'-4" 3'-8" SHEET 2 OF 2 SHEETS TOTAL MARKING AREA=28.44 SQ.FT. TOTAL MARKING AREA= 13.44 SQ.FT. APPROVED FOR PUBLICATION WHITE=9.76 SQ.FT. BLUE= 18.69 SQ.FT. WHITE=4.82 SQ.FT. BLUE=8.62 SQ.FT. YIELD AHEAD SYMBOL Jun 20uk 24 20Pasco .�. 14 4:43 PM ACCESS PARKING SPACE SYMBOL(STANDARD) ACCESS PARKING SPACE SYMBOL(MINIMUM) STATE DESIGN ENGINEER WITH BLUE BACKGROUND AND WHITE BORDER WITH BLUE BACKGROUND AND WHITE BORDER Washington State Department of Transportation (REQUIRED FOR CEMENT CONCRETE SURFACES) (REQUIRED FOR CEMENT CONCRETE SURFACES) -" TRAFFIC TRAFFIC NOTE w LANE LANE U VEHICLE VEHICLE WHEEL PATH WHEEL PATH 1. Typically, four times the letter or numeral height- minimum, < , � I up to ten times - maximum, or according to Plans. J ' } 0] Z = 2 In = Uj Uj 2 W LU TRAFFIC J TRAFFIC co J LANE w LANE VEHICLE VEHICLE WHEEL PATH 3'-3" 3'-Y WHEEL PATH 3'-3" 3'-3" w MIN. MIN. H - MIN. MIN. z LANE z LANE w w LANE i I D LANE 2 co 2 wLU w b co Z o 2 ' J V-3"' 3'-3" = w MIN. MIN. o � EDGE EDGE bo J 1'- 10" LINE LU LINE MAX. 3'-3"1 3'-3" p HIGH-SPEED APPLICATION MIN. MIN. w HIGH-SPEED APPLICATION 3'-3", 3'-3" w MIN. MIN. z TRAFFIC TRAFFIC w LANE LANE w VEHICLE 2 VEHICLE WHEEL PATH = O WHEEL PATH o 2X °o C7 _ c W EDGE C Wm1� w ¢ = w LINE �� ��� Inn N N - - � " - zwuaZ LU ���Q� MIN. MIN. EDGE MIN. MIN. H LOW-SPEED APPLICATION -® 29115 O �� °z 1 z LINE z °�� 4�0 STE�� �� _ LANE tw LANE w �¢I �15� ffi3 in' to ®NALW aWH HIGH-SPEED APPLICATION °z m D = W TRAFFIC LETTER AND o M NUMERAL APPLICATIONS t0 J <p Z STANDARD PLAN M-80.10-01 3'-3 3'-3" SHEET 1 OF 2 SHEETS r'dEDGE APPROVED FOR PUBLICATION MIN. MIN. ' EDGE LINE LINE Pasco Bakotich 111 06-03-11 1'- 10.. STATE DESIGN ENGINEER DATE MAX. LOW-SPEED APPLICATION LOW-SPEED APPLICATION Washington State Department of Transportation MAP TRAFFIC TRAFFIC 0 TRAFFIC TRAFFIC LANE LANE } LANE LANE VEHICLE VEHICLE U WHEEL PATH WHEEL PATH < VEHICLE VEHICLE WHEEL PATH WHEEL PATH y p� m TRAFFIC LANE VEHICLE w w = WHEEL PATH w = w o = O o = W J J O 00 O = LANE O w w o w z LANE z 3'-3" 3'-3" 3'-3" 3'-3" z o� MIN. MIN. MIN. MIN. 2 m J aj 3'-3" 3'-3" MIN. MIN. LANE E LANE r/I EDGE l��Il LINE D (2 EDGE c b k LINE J J a7 aJ LANE EDGE LINE EDGE LINE LINE HIGH-SPEED APPLICATION HIGH-SPEED APPLICATION TRAFFIC LANE TRAFFIC VEHICLE LANE WHEEL PATH TRAFFIC VEHICLE LANE WHEEL PATH VEHICLE WHEEL PATH = ' O Lu x k 0 y , a Z�o �a bo o LA NE ~O � Zdm�o ' J `'• Zwoo-16 h MIN. MIN. F- ® 29115 O °z 1 z LANE 3 -3 3 -3 w , Saz_ MIN. MIN. H cl S TES o W 3 Q Lu z o �jONAL W LANE w tO Q W Q w w w zm O :i m Z D g TRAFFIC LETTER AND w D 0: N NUMERAL APPLICATIONS 2 W D a � STANDARD PLAN M-80.10-01 `D� � 00 w w SHEET 2 OF 2 SHEETS > w 3'-3" 3'-3" 3'-3" w APPROVED FOR PUBLICATION MIN. MIN. EDGE MIN. MIN. EDGE + LINE Pasco Bakotich 111 06-03-11 LINE _ w <_ EDGE Adw STATE DESIGN ENGINEER DATE LINE I Washington State Department of Transporlation HIGH-SPEED APPLICATION LOW-SPEED APPLICATION HIGH-SPEED APPLICATION MA TRAFFIC CONTROL PLANS Willis Street Improvements/Leyrer A - 3 September 26, 2024 Project Number: 22-3029 KENT GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND p construction.coord@kingcounty.gov n 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. I11 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. (n 8.MAINTAIN PEDESTRIAN ACCESS ROUTES ATALL TIMES DURING CONSTRUCTION. ' 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE ATALL TIMES DURING CONSTRUCTION. W p 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OV3HV OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. MHOM avow _J was W SAAR ST WSDOT NOTES: was1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 W SAAR S T 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED.5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS D A w OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. Do D a vow a 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS ' o o w UNLESS OTHERWISE NOTED. m • a m 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE m' — _ OV3HV i y �� = NNOM IN 4 avoN O O LU y n: �3Q NO �� m; W WILLIS ST-30 MPH- �� — — — — — — — — — — 3a rc MEN 250' 250' Nn`o- ROAD 1 11 1 11 WORK AHEAD 10>� W WILLIS ST RoaD WORK 44, AHEAD n m Cn N v t SIGN SPACING=X(FEET)(1) FREEWAYS S EXPRESSWAYS SWO MPH 1500f(ORAS PER MUTCD CHANNELIZING DEVICE SPACING(FEET) BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60165MPH 600'+ BUFFER SPACE=B RURAL ROADS 45/55 MPH 5001± MPH TAPER TANGENT LANE POSTED SPEED LIMIT(MPH) RURAL ROADS B URBAN ARTERIALS 35140 MPH 350't sHCTM irn +ss xa zs" aas 3so azs an M W 1730 WIDTH RURAL ROADS,URBAN ARTERIALS 25130 MPH 200't(2) TRANSPORTABLEATTENUATOR ROLLAHEAD DISTANCE=R (FEET)25 30 35 40 45 50 55 60 65 70 RESIDENTIAL S BUSINESS DISTRICTS 501/0 40 80 URBAN STREETS 25 MPH OR LESS 100'±(2) {� s.aro 0200. " r 10 1OS ISO ZOS 27O 4SO SOO SSO — — — ALLBIGNSARE Oa"X4a"BLACK ON GRANGE UNLESS OTHERWISE A TSSA # 27160 35145 30 60 .4sN 4sss 1 aax <4sa"x N" w"rx — — DESIGNATED. 11 115 165 225 295 495 550 605 680 (1)All spacing may be adjusted To accommodate Interchange ramps, at-grade Intersections,and dri—ays. 25130 2U 40 0" 12 125 180 245 320 540 600 660 720 780 840 (2)This spacing may be reduced in urban areas to fit roadway conditions. SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74Ave S&Willis St, Kent WA • � OT FLAGGER LIMIT DATE AND TIME OF PROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA # 27160 Tx PREPARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSURE 4 BRISKE 1 KENT GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND construction.coord@kingcounty.gov A TSSA # 27160 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. WSDOT NOTES: 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO RAN DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECIE F ICI CATIONS UNLESS OTHERWISE NOTED. 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE m c� INTERURBAN TRAIL • 0 DETOUR I� f W.S.D.O.T.R.O.W. ;0---UPRR R.O.W.—M: CITY OF KENT R.O.W. 1 , =011100_� 3N3H SSONO 1 , — 03SO10 NlVM301S 1 , �106'� . 1 1 � 1 , , 320' 250' o , •�� — — — — — — — —� — — — -- — — — — — — — — W — ,o o—o o—o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z 1� s WILLIS ST 1 U W IL IW j ED 1 1 1 100' EYC.Ot CHANNELIZING DEVICE SPACING(FEET) MPH TAPER TANGENT v 50170 40 80 S 35145 30 60 _`�j SIGN SPACING=X(FEET)(1) �10V 25130 20 40 FREEWAYS&EXPRESSWAYS 55/70 MPH 1500±(ORAS P PER MUTCD) BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60165 MPH Soo, RzBUFFER SPACE=B RURAL ROADS 45155 MPH 5001± Ot !ZA ma LANE POSTED SPEED LIMIT(MPH) RURAL ROADS&URBAN ARTERIALS 35140MPH 350'± 9Z 0n�9 m w o z oo .5 5,0 WIDTH RURAL ROADS,URBAN ARTERIALS 25130 MPH 200't(2) y�g� TRANSPORTABLEATTENUATOR ROLL AHEAD DISTANCE=R (FEET) 2$ 3Q 3$ QQ Q$ $Q $$ QQ 65 70 RESIDENTIAL&BUSINESS DISTRICTS Q URBAN STREETS 25 MPH OR LESS 100'±(2) " 10 105 150 205 270 450 500J605680 — — ALL SIGNS ARE 48"X48"BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. ,< 11 W10N >wurx .asNru asss Nr >ss�nPx 11 115 165 225 295 495 550 �780 — (1)All spacing may be adjusted to accommodate interchange ramps, at-grade intersections,and driveways. 12125 180 245 320 540 600 840 (z)This spacing may be reduced in urban areas to fit roadway conditions. SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 7A Ave S&Willis St, Kent WA • *" FLAGGER LIMIT DATE AND TIME OFPROJECT WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA# 27160 40-/ PREPARED BY: DATE: SHEET NUMBER: WORK AREA I CLOSUREBRISKE 2 KENT GENERAL NOTES: NOTE: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. WEST BOUND TO SOUTH BOUND LEFT TURNS 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND TO MAINTAIN AT ALL TIMES construction.coord@kingcounty.gov ATSSA # 27160 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. WSDOT NOTES: 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECIE F ICI CATIONS UNLESS OTHERWISE NOTED. 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE • 1 1 • • �co WSDOT ROW :8---UPRR R.O.W. ; CITYOFKENTR.O.W- • • • 1 1 1 • • 3015 N3H10 3SD , • • DETOUR 03SO10 J1ltlM3OIS W = ' 1 11 H W L1J = Y of � m; 320' 250' 1 Zo— 0 0— • ar • � • o 0 0 0 0 0 0 0 0 �o y �' s WILLIS ST o 1 K o Ittttt� � Ilta � , 'rw U1 . o .0- 0 .0- 0 o _ QY`p - , - - - - - - - - - - - - - - _ 'Q w C ; U) SIDEWALK CLOSED 1 .Z7 USE OTHER SIDE v ano.L3a "Q TONLY NJ O O 4 o O O 0 5 T CHANNELIZING DEVICE SPACING(FEET) n 100, ,v MPH TAPER TANGENT ONLY 50/70 40 80 V 35/45 30 60 SIGN SPACING=X(FEET)(1) 25/30 20 40 FREEWAYS&EXPRESSWAYS 55170 MPH 1500±(ORAS PER MUTCD) BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60165MPH Boo'± BUFFER SPACE=B RURAL ROADS 45155 MPH 5001± ROAD LANE POSTED SPEED LIMIT(MPH) RURAL ROADS&URBAN ARTERIALS 35140 MPH 350'± c xirrl sss zoo zso sos Jm 4zs ss sm - WIDTH RURAL ROADS,URBAN ARTERIALS WORK 25/30 MPH 200'±(2) AHEAD TRANSPORTABLE ATTENUATOR ROLLAHEAD DISTANCE=R (FEET) 25 30 35 40 45 50 55 60 65 70 RESIDENTIALSREETS BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(2) r.aoo u.00 " aoo 10 105 150 205 270 450 500 550 — — — ALLSIGNSARE 4.'X48"SLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 100, N < Px 4 1 �RPx ,4 ,ae 11 115 165 225 295 495 550 605 660 — — (1)All spacing may ti adjusted ri accommodate interchange ramps, at-grade intersections,and driveways. 12 125 180 245 320 54 6600 660 720 780 840 (2)This spacing may be reduced in urban areas to fit roadway conditions. ! SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 7A Ave S&Willis St, Kent WA ! FLAGGER LIMIT DATE AND TIME OFPROJECT WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA# 27160 Weekend Work Only 40 PREPARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSURE BRISKE 3 KENT GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND p construction.coord@kingcounty.gov n 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 111 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. (n 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. W 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. p 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. _J W SAAR ST INSDOT NOTES: 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 W SAAR.ST 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. o jl 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO RAN DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL �or. DETOUR BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS _ A OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. r moo W 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECIE F ICI CATIONS C/) o x o n UNLESS OTHERWISE NOTED. nl' z o C 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE r o m ' o= Otl3Htl i m (n 0 K n� o r �r rn un� _ _ _ _ _ _ __ _ - W WILLIS ST--30 MPH-- — — — � s 250' 250' 1° A ROAD WORK AHEAD W WILIS ST RoaD � WORK 44, AHEAD n m Cn N CHANNELIZING DEVICE SPACING(FEET) MPH TAPER TANGENT = 50170 40 80 t 35145 30 60 SIGN SPACING=X(FEET)(1) 25130 20 40 FREEWAYS&EXPRESSWAYS 55170 MPH 1500f(ORAS PER MUTCD BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60165 MPH 800.1 BUFFER SPACE=B RURALROADS 45/55 MPH 500't LANE POSTED SPEED LIMIT(MPH) RURAL ROADS&URBAN ARTERIALS 35140 MPH 350't c,x,rrl iss 1 11 1 21 1 sos 1 2w Ill 141 Ill ws WIDTH RESIDENTIAL BUSINESS DISTRICTS 25130 MPH 2O0f(2) TRANSPORTABLEATTENUATOR ROLLAHEAD DISTANCE=R (FEET) 25 30 35 40 45 50 55 60 65 70 URBAN STREETS 25 MPH OR LESS 1001t(2) A TS SA # 27160 e u 0r 10 105 150 205 270 450 500 550 — — — ALL SIGNS ARE 48"X 48"BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. <45M1" 4—IMP. —PH .4s MPM 4sss MPx .ss MP. 11 115 165 225 295 495 550 605 680 — — (1)All spacing may be adjusted to accommodate interchange ramps, at-grade intersections,and driveways. 12 125 180 245 320 540 600 660 720 780 840 (2)This spacing may be reduced in urban areas to tit roadway conditions. SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74Ave S&Willis St, Kent WA • *" FLAGGER LIMIT DATE AND TIME OF PROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA # 27160 PREPARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSURE Tx BRISKE 4 ,oss I I I Otl3Htl NaOM I atloa I I 1500, 1500, 1500, I I I ATSSA # 27160 I I I J o d33) D —2� I I WILLIS ST-55 MPH- r I I —DZ Otl3Htl i 4 N210M avow I I moz mom 1 I I rn D DmD CID Opz 'D 00 A1N0 A1N0 I I m C/) 4J 4 D4 I I cP �10 rn 350' • •' • •���• A1N0 00 NO I I 4) 4 I I n � I I r 167 ' Q 660 �� 11111111111 � 4) ww zQ — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — L= M J 0. SR 516-55 M H- s S 1 s r o WILLIS ST-40 MPH- ~ W IN o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m ° 0 0 0 0 0 0 • ° I I o ° �Q W U2 — — — — — — — o CO--o CO-0 0-0 0-0 0-0 0-0 o-o - — 0 0-0 C-0 0-0 0-0 C-0 0_0 0_0 Mill 111111 �, IIII 'W �C/) N R =�m SIIm M I I z =1ff1 ��m If I -0 r~z It KENT GENERAL NOTES: I 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 350' 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND construction.coord@kingcounty.gov 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CHANNELIZING DEVICE SPACING(FEET) I 8.MAINTAIN PEDESTRIAN ACCESS ROUTES ATALL TIMES DURING CONSTRUCTION. R 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL MPH TAPER TANGENT I WOR BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. RHEA 11.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT 50/70 40 80 WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS 35/45 30 00 I OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. SIGN SPACING=X(FEET)(1) INSDOT NOTES: 25/30 20 40 FREEWAYS 8 EXPRESSWAYS 55170 MPH 1500±(OR AS I 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 PER MUTCD 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANEISHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60/65 MPH 8001± OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO BUFFER SPACE=B RURAL ROADS 45/55 MPH 500'± 3.NOTIFY TRANSIT AGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. LANE POSTED SPEED LIMIT(MPH) RURAL ROADS&URBAN ARTERIALS 35140 MPH 350'± I 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. xcrx�Trl ,w zro zso ass zas ss ass no es WIDTH RURAL ROADS,URBAN ARTERIALS 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL RESIDENTIAL&BUSINESS DISTRICTS 25/30 MPH 200'±t2) TRANSPORTABLE ATTENUATOR ROLL AHEADDISTANCE=R (FEET) 25 30 35 40 45 50 55 60 65 70 BE STORED ON WSDOT RNV DURING NON-WORKING HOURS. URBAN STREETS 25 MPH OR LESS 100'±(2) I 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION sssoT zzos ea zzoos cos "' 10 J125180 205 270 450 500 550 ALL SIGNS ARE 48"X48"BLACK ON ORANGE UNLESS OTHERWISE 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS DESIGNATED. OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. <es MPH ussuP ,ss NPx <s Max se.F >se�sH 225 295 495 550 605 680 — — (1)All spacing may be adjusted to accommodate interchange ramps, 8.ALL"W'SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS at-grade intersections,and driveways. I UNLESS OTHERWISE NOTED. 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE ,. sa ,sd 12 245 320 540 600 660 720 780 840 (2)This spacing may be reduced in urban areas to fit roadway conditions. : SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74 Ave S&Willis St, Kent WA • *" FLAGGER LIMIT DATE AND TIME OF PROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA# 27160 PREPARED BY: DATE: SHEET NUMBER: WORK AREA I CLOSURE BRISKE 5 KENT GENERAL NOTES: ///��\'' �/T 1.NOTIFYALL S ANDLOCAL SPACING CY LL SERVICES OF CLOSURE THE MUTCD. NOTE: NIGHT I-7 1 WOR 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND construction.coord@kingcounty.gov 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. MAINTAIN WEST BOUND LEFT 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. TURNS TO 74 AVE S ATALL TIMES 8.MAINTAIN PEDESTRIAN ACCESS ROUTES ATALL TIMES DURING CONSTRUCTION. 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE ATALL TIMES DURING CONSTRUCTION. 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROB 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. WSDOT NOTES: 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 .AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 3.NOTIFY TRANSIT AGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. .PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION • 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS • • OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. • • 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS UNLESS OTHERWISE NOTED. ' • 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE 1 1 • • —W.S.D.O.T.R.O.W. ;iw—UPRR R.O.W.---a: CITY OFKENT R.O.W. i • • • � 1 1 • • KO 1 F 0 C' 30IS 2H03SN LLU 03SO1 I9~0 `1 x 1 U W anol3a .FG�t O .. 1 � � Y � � W DETOUR I• I � � 100' m 1 1 ��� 320' 250' 1 111 _/ — — — o- 0 o—� o—D o= o—D o—D o� o= d — ° o -o- o a o 5 0 0 0 N f 0 0 0 0 0 0 — — — — WILLIS ST 0 F. 1 v z 1 U~1 r_; O l- O .0- O m — D_ O O —0 o —0 O —0 O -0 — — — — — — — — — — LU m; 0 100' 100 w/� h �►1 SIDEWALK CLOSED 1 1 � � � 1 V, — 1 �► 1 1 USE OTHER SIDE 1 1 W a 1001 1 1 WHO 1 1 • M aa BIDm Cn �p �• a o x Dl O m m y -jDm °„' 0 0 100, 350' O 5 P BE PREPARED — 1,■11 TO STOP ROAD ROAD WORK WORK AHEAD AHEAD � 1010, CHANNELIZING DEVICE SPACING(FEET) MPH TAPER TANGENT 50170 40 80 NOTE: 35145 30 60 SIGN SPACING=%(FEET) TRAFFIC SIGNAL TO BE SET TO H FREEWAYS 55IT0 MPH 500 (OR A 25130 2O 4O S ALL WAY FLASHING RED DURING PER MUTCD FLAGGING OPERATIONS BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60165 MPH 8001± BUFFER SPACE•B RURALROADS 45/55 MPH 500'± LANE POSTED SPEED LIMIT(MPH) RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350" +ss 1 x sw sm I as - - . WIDTH RURAL ROADS,URBAN ARTERIALS TRANSPORTABLEATTENUATOR ROLLAHEAD DISTANCE=R (FEET) 25 30 3$ 40 4$ $Q 55 60 6$ 70 RESIDENTIAL86USINESS DISTRICTS 25/30 MPH 200'±(2) URBAN STREETS 25 MPH OR LESS 100'±(2) //.��//.�� /� s. oo ie. x 10 105 150 205 270 450 500 550 — — — ALL SIGNS ARE 48BLACK ON ORANGE UNLESS OTHERWISE \—\— A —I��CO <n,uax asssuv >ss xiax =as nmx as�ss My ,ee NpN — DESIGNATED. J% i L V L12 5 165 225 295 495 550 605 680 (TIAII spacing may adjusted n m accommodate Interchange ramps, at-grads inmrsao6oDs,ar+a aH�aN.ars. ,00 ,z ,z ,a goo Iw 125 180 245 320 540 600 660 720 780 840 (2)This spacing may be reduced in urban areas to fit roadway conditions. SIGN STAND � U.P.O. POSTED SPEED LIMIT: DIRECTION: -IMF- CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74 Ave S&Willis St, Kent WA • � *t FLAGGER LIMIT DATE AND TIME OF PROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA# 27160 40 PREPARED BY: DATE: SHEET NUMBER: • 4 WORK AREA I CLOSURE BRISKE 6 KENT GENERAL NOTES: //� 1. CLOSURE ALL SIGNS AND SPACING SHALL CONFORM THE MUTCD. NOTE: NIGHT WOR 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND construction.coord@kingcounty.gov 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. MAINTAIN WEST BOUND LEFT 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. TURNS TO 74 AVE S AT ALL TIMES 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. WSDOT NOTES: 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 3.NOTIFY TRANSIT AGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. 5.ONLY ESSENTIAL EQUIPMENTAND MATERIALS SHALL BE ON WSDOT RADIO RAW DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL BE STORED ON WSDOT RIW DURING NON-WORKING HOURS. 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION ••• 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS • • OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS • UNLESS OTHERWISE NOTED. • • 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE —W.S.D.O.T.R.O.W. ;P--UPRR R.O.W.---a; CITYOFKENTR.O.W. i • • • 1 • • ti 301S 213H103SN LLU 2 1 03SO10 MlVM301S Y t « Y 2an as o 320M, 250' 'I r;W E n — — — — o -o=-o o -o o -o o -o o -o o -o o -7 — o 0 0 0 0 0 0 0 0 0 0 0 — — — — -- JT s- WILLIS ST ° LU IU 100, 100' I I I I I ; - 100' ;W coo/- h � SIDEWALK CLOSED 1 E � � � USE OTHER SIDE , , W d 1 I-f1 1 m LU 100 Q • a0 Cn 0 v • �� Om � 1Dm °„' am 100, 350' OIn 5 TBE P w PREPARED STOP •` TO STOP ROAD ROAD WORK WORK AHEAD AHEAD � 100, CHANNELIZING DEVICE SPACING(FEET) MPH TAPER TANGENT 50170 40 80 NOTE: 35145 30 60 SIGN SPACING=X(FEET)(1) TRAFFIC SIGNAL TO BE SET TO 25130 ZO 40 FREEWAYS&EXPRESSWAYS 55l70 MPH 1500±(OR AS ALL WAY FLASHING RED DURING PER MUTCD FLAGGING OPERATIONS BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60/65 MPH 800, BUFFER SPACE=B RURAL ROADS 45155 MPH Sow, LANE POSTED SPEED LIMIT(MPH) RURAL ROADS B URBAN ARTERIALS 35140MPH 350'± iw sao x5o sos aeo as us - N5 WIDTH RESIDENTIAL RALROADS, URBBUSAN SSDESTRGTS 15110 MPH 200'±(2) uxmHOn TRANSPORTABLE ATTENUATOR ROLLAHEAD DISTANCE=R (FEET) 25 30 35 40 45 50 55 60 65 70 URBAN STREETS 25 MPH OR LESS 100'±(2) aTCCa p.anrox,mim x,an im 10 105 150 205 270 450 500 550 — — — ALL SIGNS ARE 48"X48"BLACK ON ORANGE UNLESS OTHERWISE ■ ■ V V/ ■ # 27160 < m. 4 c 11 > 11H •a upx a 11 >bypn — — DESIGNATED. om 11 115 165 225 295 495 550 605 680 (1)All spacing may ti adjusted,accommodate interchange ramps, abgrade intersections,and driveways. 12 125 180 245 320 540 600 660 720 780 840 (2)This spacing may be reduced In urban areas to fit roadway conditions. SIGN STAND U.P.O. POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74 Ave S&Willis St, Kent WA • *" FLAGGER LIMIT D8,TE AND TIME OFPROJECT WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA# 27160 40 PREPARED BY: DATE: SHEET NUMBER: WORK AREA I CLOSURE BRISKE 7 KENT GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. OSE I 1500' 1500' 1500' 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 I I 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND tl3Htl I ��. �No �. construction.coord@kingcounty.gov 1iaOM 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. I I 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. I W = 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. I I r 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(WB-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL I D Z BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. m m 11.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). I 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. WSDOT NOTES: I I 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 1 y z a0C) 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS O OV3HV i m 0 m OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 4 N(IVOb c x o 0 o z j 3.NOTIFY TRANSIT AGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. IT 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVDED. 0 I I 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. 1 OD 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION I I Is 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF ESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. 8.ALL'WNSERIES SIGNS SHALL BE 48'X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS A1110 A1N0 A1N0 I I m UNLESS OTHERWISE NOTED. W 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE 4 44 I I C" �10 rn 350' I I = DE OU, O A1N0 IINT A1N0 I I —, o n I I 0 44 I I 167 660' 11111111111 � I I �Wm W ,? N zQ- — — — — — — — — — — — — — — — — — — — — _ - — — — — — — — — — — — — — I I — — — — _ SR 516-55 MPH- s J J 1 r o WILLIS ST-40MPH- � _- — — — — — — — — — o o�O I I WO O O O OOOooOOO OO —O O—O o o ho �O O O o—O �O �O �O �O O �O �O O —0 o O 1 M111111111 �, IIII I I :wz I I I ano a A1c 01 I I ••'.• 350' CHANNELIZING DEVICE SPACING(FEET) • • ROAD MPH I TAPER TANGENT I WORK AHEA 50170 40 80 35145 30 60 SIGN SPACING=X(FEET)(1) 25130 20 40 FREEWAYS&EXPRESSWAYS 55/70 MPH 1500±(OR AS PER MUTCD) BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60/65 MPH 800, BUFFER SPACE RURALROADS 45155 MPH 500'± LANE POSTED SPEED LIMIT(MPH) RURAL ROADS&URBAN ARTERIALS 35140MPH 350'3 155 1 200 1250 13M I W 1425 1 M IVD IM WIDTH RURALROADS,URBAN ARTERIALS 2$/30 MPH 200'3(2) t m TRANSPORTABLEATTENUATOR ROLLAHEAD DISTANCE•R (FEET) 25 30 35 40 45 50 55 60 65 70 RESIDENTIAL&BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(2) 3.swro22.o5� " 22,�� 10 105 150 205 270 450 500 550 — — — ALL SIGNS ARE 48"X48"BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. J rLA\ V��`_� II L—/��CO > was uv" asss uvH >ss uvH 11 115 165 225 295 495 550 605 680 — — (1)All spacing may be adjusted to accommodate interchange ramps, at.grade intersections,and driveways. 1. 523 yr ra +w +s+ 12 125 180 245 320 .0 600 660 720 780 840 (2)This spacing may be reduced in urban areas to fit roadway anailion. : SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74 Ave S&Willis St, Kent WA • FLAGGER LIMIT DATE AND TIME OFPROJECT WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA# 27160 55-1/ PREPARED BY: DATE: SHEET NUMBER: WORK AREA I CLOSUREBRISKE 8 NOTE: NOTE: TRAFFIC SIGNAL TO BE SET TRAFFIC SHALL NOT BE ALL WAY FLASHING RED DURING MAINTAIN WEST BOUND LEFT FLAGGING OPERATIONS TURNS TO 74 AVE S AT ALL TIMES ALLOWED TO BACK UP ONTO ATSSA # 27160 TRACKS �. WQo LU A ma�3 a a0 • DETOUR • • • 1 1 • • • • f �—W.S.D.O.T.R.O.W. ;�UPRRR.O.W.�: CITYOFJL�NTR.O.W. i • 1 1 • • 3OIS a3H103Sf1 03SO1�NltlM3OIS Y �. , ' 11r1T�Ti 1 1 T 1 I�1; "" . • 100' M.ji 100' — 0 ; . 320' 250' W �J—�— — — '— — ' — — — — -- — — — — — — — — — — — — — — — 0 0 0 0 0 0 0 0 0 0 o—•I , , • • i o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l�0 0 0 0 0 0 0 • • • • 1 0 1 �U s WILLIS ST 'zl _ m 10 0 -0- 0 4 0 -0 - —� — — — — — — — — — — — m1 ;LU ----- I I .0 100, — ; 100, •• 100, — W rn h 1 ") 1 1 CO • 1 1 �N • � 1 1 cn OM MATCH LINE AACh Y f oTHIS PAGE aN0;0w0 350' N" KENT GENERAL NOTES: 0 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. -h ! 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. n 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 n anolaa 1 00, 4.ALERT KING P COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND?per construction.coord@kingcounty.gov 44. • 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. — ■ 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. ROAD I� • /n, 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. WORK • 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. AHEAD • J 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). �]Jbd S I Hl 100, 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS bb DNII HOlbW OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. CHANNELIZING DEVICE SPACING(FEET) eE INSDOT NOTES: MPH TAPER TANGENT PREPARED 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 TO STOP 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS SORO 40 80 OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 35145 30 60 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. SIGN SPACING-X(FEET)(1) 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. 25130 20 40 FRET—SSEXPRMS—S I—MPH 15a0(0RT5 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL MINIMUM TAPER LENGTH IN FEET(L) 50165MPH SOW13) 1 OO' BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. = 45155 MPH 500•1 LANE POSTED SPEED LIMIT(MPH) RUMLROADS&U—NA—AILS 35MGMPH 360'. 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION WIDTH 2530MPH .1,) 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS —1—LE NCE a (FEET)25 30 35 40 45 50 55 60 65 70 uROAN sTREETs 25 MPH ORLESS +00•(2) OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. ROAD 1 0 5 150 205 270 450 500 550 — — — ALLSIxnTeo E4e••xu^RuCKONO NGEUN—SMEMSE WORK 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS "MPX ssNPN f9APM 66'" " �� 115 165 22s 295 495 550 605 680 — — 19An:PSRI"R^••rH•"a)u"aaroSRoon,n,oaR+.Im".SNaRR•ramPs, AHEAD UNLESS OTHERWISE NOTED. Mom. a a.ma .. 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE 180 245 320 540 600 660 720 780 940 (2)THI"ePsci"0 m•r UR reaUeamUreeR,re,"mm.oRawRy A SIGN STAND U.P.O. POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE e PROJECT ADDRESS: Email: DRAWN BY: SPEED 74Ave S&Willis St, Kent WA • �" FLAGGER LIMIT DATE AND TIME OF PROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA # 27160 40 PREPARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSURE BRISKE 9 NOTE: NOTE: TRAFFIC SIGNAL TO BE SET TRAFFIC SHALL NOT BE ALL WAY FLASHING RED DURING MAINTAIN WEST BOUND LEFT FLAGGING OPERATIONS TURNS TO 74 AVE S AT ALL TIMES ALLOWED TO BACK UP ONTO ATSSA # 27160 TRACKS o . . a mi0 Ww O • • • 1 1 K O • • W.S.D.O.T.R.O.W.;N---UPRR R.O.W. ; CITYOF� N� T R"O"W. i a • • 1 1 301S a3H103Sf1 • W� ' 1 • 1 I� `^ 03SO1ci NltlM3OIS ., Y d• , w W 2 TW m, ■II ' 100, — 100, �� 320' 250' ,W 1 I1 'z 'J ' C)� — — - — � � o 0 0 0 0 0 0 0 o i •—•I a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � U r=—; s WILLIS ST • ' 'z 11�'� o� o� o- o — —I � o o o.� o o o o i — — — — — — — — — — — — — _ ' �' -7 - Lu m 1 III 100, " ; 100, ► 100, — m 1 1 \ 1 CO MATCH LINE AA ' 1 1 ny • THIS PAGE O o g 1 1 m CA GD aW Om �O 0 D m 1 V o" KENT GENERAL NOTES: 0 350 O 5 0 100 n 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 0 0 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. o 1 ,�- • 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 P 0 00 R1 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND 0 (q jo construction.coord@kingcounty.gov 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. ROAD 8.MAINTAIN PEDESTRIAN ACCESS ROUTES ATALL TIMES DURING CONSTRUCTION. WORK 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. AHEAD • 1 001 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING ISTEADY BURN TYPE SHIC SAFETY ALL LIGHT ONRTUMS HEMUNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS AJVd SIHl PREPARED OF DARKNESS SHALL AVE VV DNII HOlVW TO STOP CHANNELIZING DEVICE SPACING(FEET) WSDOT NOTES: MPH TAPER TANGENT 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 50170 40 80 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS 100 OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 35145 30 60 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. SIGN SPACING=X(FEET)11) 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. 25130 20 40 gMPH PERMU CD) 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL BUFFEROM MINIMUM TAPER LENGTH IN FEET(L) 6OI6SMPH 80 ROAD BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. BUFFER SPACE•E RGRAL ROADS "I"MPH 500'} WORK LANE POSTED SPEED LIMIT(MPH) RGRU ROADS a URBAN ARTERIALS 3sr40MPH 350'3 � HEAD 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION WIDTH RURAL ROADS,URBAN ARTERIALSTs 25I30MPH zoo•: URBAN STREETS ISISO R LESS 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS 25 (FEET)25 30 35 40 45 50 55 60 65 70 66 100•() OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. "fro"v,mia r HCBi umor°Hf 10 105 150 205 270 450 500 550 — — — ALL SIGNS ARE 4e^x4e^aucl<ory ORANGE urvbEss OTHERWISE 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS " 11 115 165 225 295 4M 550 605 680 — — (1)All S d.gruaybcatljustctlmac"reR,otlatcimcr°baNgeramP•. UNLESS OTHERWISE NOTED. at-ga mtcrecaious,autlari.c.ays' 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE 12 125 180 245 320 540 600 660 720 780 840 )2)T6is spacing may be ratlucetl in urban areas m fit...away ouaumus. SIGN STAND U•P.O. POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE �l PROJECT ADDRESS: Email: DRAWN BY: SPEED 74 Ave S&Willis St, Kent WA • *" FLAGGER LIMIT DATE AND TIME OF PROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA# 27160 40 PREPARED BY: DATE: SHEET NUMBER: WORK AREA I CLOSURE BRISKE 10 PEDESTRIAN DETOUR TO KENT GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. BE SET IN CONJUNCTION WITH 3.NOTIFY KEN SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND construction.coord@kingcounty.gov 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. TRA FF/C CONTROL PLAN #12 2 3 7 & 9 7.ALL SPACING MAYBE ADJUSTED TO TES AT ALL TIMES AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. ,� ,� ,� ,� 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. WSDOT NOTES: 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVDED. 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. �W.S.D.O.T.R.O.W. '�UPRR R.O.W.—�' CITY OF KENT R.O.W. i 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS 3Dis a3Hlo 3sn r r OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. t 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS DETOUR ~- ' ' UNLESS OTHERWISE NOTED. H 03SO10 NltlM301S r f 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE 0 t t 5-- t IIII — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — �' WILLIS ST ' t t t M t anOl30 00 ; W SIDEWALK CLOSED r^ t CROSS HERE J �m DETOUR n S A m � P z CHANNELIZING DEVICE SPACING(FEET) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 SIGN SPACING=X(FEET)(1) 25/30 20 40 FREEWAYS&EXPRESSWAYS SWO MPH 1500±(ORAS -- PER MUTCD \ BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60165MPH 8001± \l BUFFER SPACE=B RURAL ROADS 45155 MPH 5001± LANE POSTED SPEED LIMIT(MPH) RURAL ROADS&URBAN ARTERIALS 35/40MPH 350'± +ss an xso ms am ass 4es sro e4s WIDTH RURAL ROADS,URBAN ARTERIALS 25/30 MPH 200'±(2) TRANSPORTABLE ATTENUATOR ROLLAHEAD DISTANCE=R (FEET) 25 30 35 40 45 50 55 60 65 70 RESIDENTIAL&BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'1(2) P.eoorou.ao Da zz,000 ies 7 10 105 150 205 270 450 500 55D ALLSIGNSARE48"Xd8"BLACK ON ORANGE UNLESS OTHERWISE A TSSA # 27160 ss, w . PH s s a — DESIGNATED. co 11 115 165 225 295 495 550 605 680 — 11)All spacing may be adjusted to accommodate interchange ramps, at-grade Intersections,and driveways. ,ar ,xr 171 14 +ar ,ar 12 125 180 245 320 540 600 660 720 780 840 (2)This spacing may be reduced in urban areas to fit roadway conditions. SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE e PROJECT ADDRESS: Email: DRAWN BY: SPEED 74Ave S&Willis St, Kent WA FLAGGER LIMIT 4DATE AND TIME OFPROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA # 27160 as 40 1 bl PREPARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSURE IRISKE 11 PEDESTRIAN DETOUR TO KENT GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. BE SET IN CONJUNCTION WIT 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT ES AT 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND construction.coord@kingcounty.gov 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. TRAFFIC CONTROL PLAN #12A 6.ALL SIGNS MIN. R "UNLESS OTHERWISE SPECIFIED. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. INSDOT NOTES: 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO RAN DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECIE F ICI CATIONS UNLESS OTHERWISE NOTED. 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE 1 1 —W.S.D.O.T.R.O.W. :0--UPRRR.O.W.--O: CITYOFKENTR.O.W. i 1 1 Iy 1 1 0 m 1 1 DETOUR �0 1 1 a O A 1 1 y 1 1 I:II / OUR 1 1 1 — �' WILLIS ST 1 1 1 1h �► — m O 1 1 A 0 m y 1 1 A ? 0 w 1 1 U T 1 1 m , Y m 1 1 r 2 n Q N /^/ A 00 m m w m � __x 0 m V CHANNELIZING DEVICE SPACING(FEET) S MPH TAPER TANGENT n P 50170 40 80 T 35145 30 60 �1 SIGN SPACING=X(FEET)(1) 25130 20 40 FREEWAYS&EXPRESSWAYS 55/70 MPH i500f(OR AS PER MUTCD BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60165 MPH 800, BUFFER SPACE•B RURAL ROADS 45/55 MPH 5001f Peen nwam LANE POSTED SPEED LIMIT(MPH) RURAL ROADS&URBAN ARTERIALS 35140 MPH 350'f �xmxlrri t55 iro so US3sa eis 1496 ISM JUS WIDTH RESIDENTIAL ROIADL&URBANBUS ART DESRIALS TR CTS 2130 MPH 200't(2) TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R (FEET) 25 30 35 40 45 50 55 60 65 70 URBAN STREETS 25 MPH OR LESS 100'±(2) A T A n /� . " . "` 10 105 150 205 270 450 500 550 ALL SIGNSARE 48"X48"BLACK ON ORANGE UNLESS OTHERWISE /4 I ��H L I �O . Nrx 4-I.P. mx ssMax Max > .Px — — DESIGNATED. 11 115 165 225 295 495 550 605 680 (1)All spacing may ti adjusted to accommodate interchange ramps, at-grade intersections,and driveways. 12 125 180 245 320 540 600 660 720 780 840 (2)This spacing may be reduced in urban areas to fit roadway conditions. SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: , City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74Ave S&Willis St, Kent WA FLAGGER LIMIT DATE AND TIME OFPROJECT: WORK DESCRIPTION:PREPARED BY: DATE: SHEET NUMBER: FLASHING ARROW BOARD BRISKE ATSSA # 27160 40 WORK AREA/ CLOSURE BRISKE 12 BUFFER DATA SIGN SPACING=X(FEET)(1) MINIMUM TAPER LENGTH IN FEET(L) CHANNELIZING DEVICE SPACING(FEET) BUFFER SPACE FREEWAYS S EXPRESSWAYS 5500 MPH 1500±(ORAS span lapel PER MUTCD) LANE POSTED SPEED LIMIT(MPH) MPH TAPER TANGENT RURAL HIGHWAYS 60/65 MPH 8001± cTnlm RURAL ROADS 45155MPH 500'+_ WIDTH RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350'± (FEET) 25 30 35 41) 45 50 55 60 65 70 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R FEET 50170 40 80 ' x xT RURAL ROADS,URBAN ARTERIALS 25/30 MPH 200'1(2) 105 150 20t295 450 500 550 - - - RESIDENTIAL&BUSINESS DISTRICTS 1 O 35145 30 60 ATSSA # 27160 �xfj�F udpx s Rpx ss Upx URBANSTREETS 25MPHLE LESS 100'+RWISE 21 L SIGNS ANSTRRE48"X48"BLACK ON ORA25 MPH RLOTHERWISE 11115 165 22 495 550 605 680DESIGNATED. 25130 20 40 (1)All spacing may be adjusted to accommodate interchange ramps, 12 125 180 24 540 600 660 720 780 840 at-grade intersections,and driveways. (2)This spacing may be reduced in urban areas conditions. PEDESTRIAN DETOUR TO 1 1 �W.S.D.O.T.R.O.W. ;Wa—UPRRR.O.W.---Q: CITY OFKENTR.O.W. i BE SET IN CONJUNCTION WITH ,DJ TRAFFIC CONTROL PLAN #12 MAI ' ' 4 F 1 � W Willis$t ;J 15�sifIFS # U3N 4 WILLIS ST C un013a a IRr a ; — — — — — — — — — — — -I-- Red Lion Inn J l— Suites (Cent Seattle '- a o I I I I I W Crow St h . . DETOUR La Chl co SIDEWALK ' ' +n Station Flats z CLOSED V O O m m �] E Om 22 22 o m D C S �O�• O D m I c cr a 0 y o ° ,I N o z II ,a7 cn b` uip iver'Lirensingrerber collision r I DETOUR ,-Ce Of Kent Eq sson Equipment Facility * Chinook Elevator I � an`�'� (I + HC Truck Repairs Solutions KENT GENERAL NOTES: rry 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. Q 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 I 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND r construction.coord@kingcounty.gov l 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. �I Puget Sound Steel 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. III 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. I 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE ATALL TIMES DURING CONSTRUCTION. l 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. } 11.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT IJ1�8{t Q❑ WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS C OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. EPC0 Corp WSDOT NOTES: W �EWALKCLO� n� ir ::1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 bn p d 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS ;6 'dC~ 'Jh�t5, rl C D .. OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO p 3.NOTIFY TRANS ITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. - 0 r 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVDED. 259th St 5.ONLY ESSENTIAL EQUIPMENTAND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL S $ tl(yt BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. V'Ja to Sa Iv�tlon Church 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION 61 Foster Park Green Ri V�i � 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS (-2n OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS UNLESS OTHERWISE NOTED. 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74Ave S&Willis St, Kent WA FLAGGER LIMIT DATE AND TIME OF PROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA # 27160 40 Tx ..—PARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSURE BRISKE 13 KENT GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND construction.coord@kingcounty.gov 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. n 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. C 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE ATALL TIMES DURING CONSTRUCTION. m 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. co 11.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT I W WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). C 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. WSDOT NOTES: av3HV = >NOM V3H 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 OVON 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. I Was W SAAR ST 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL W SAAR ST BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION I GJ 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. n 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS UNLESS OTHERWISE NOTED. m 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE y t N 1 D00 0 07,0 1 'T 4,O O `�L N W HW 1 �r 1 Fe c�a Dy 0 1� _ aO 0 1A m1 3 2 1 OV3HV (]VON 1 m; 1 \ — — _ W WILLIS ST-30 MPH- - — — — _ — _ _ — — — 350' 350' ROAD WORK AHEAD WORK W WILIS ST n CHANNELIZING DEVICE SPACING(FEET) m MPH TAPER TANGENT I Cn 50/70 40 80 N C11 35/45 30 60 25130 2O 40 SIGN SPACING=X(FEET)(1) 7500±(OR AS �� FREEWAYS&EXPRESSWAYS 55/T0 MPH X PER MUTCD) BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60/65 MPH 8001f BUFFER SPACE RURALROADS 45155 MPH 5001t rtPxPx, LANE POSTED SPEED LIMIT(MPH) RURAL ROADS S URBAN ARTERIALS 35140MPH 350't dT/�/� >"Im 1. zoo zss ws 3w as ass sm sas WIDTH RURAL ROADS,URBAN ARTERIALS 25/30MPH 2O0f(2) !7■ JJA # Z��GU TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE•R (FEET) 25 30 35 40 45 50 55 60 65 7() RESIDENTIAL&BUSINESS DISTRICTS .� # URBAN STREETS 25 MPH OR LESS 100`t(2) .o z,oe:IGHTx OST rH z. HT 10 105 ISO 205 270 450 SOO SSO — — — ALL SIGNS ARE 48"X43"BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. <asuPx asssNPx > MPx <,suPx ussNPn >�NPH 11 115 165 225 295 495 550 605 680 — — (1)All spacing may beadjustedto accommodate interchange ramps, condi intersections,and driveways. PAVING / STRIPING TRAFFIC CONTROL 12 125 180 245 320 540 600 660 720 780 840 (2)This spacing may be reduced in urban areas to fit roadway conditioio ns. SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74Ave S&Willis St, Kent WA • � OT FLAGGER LIMIT DATE AND TIME OFPROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA # 27160 Tx PREPARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSURE BRISKE 1 KENT GENERAL NOTES: PA VI NG / STRIPING TRAFFIC CONTROL 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND construction.coord@kingcounty.gov 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN,48"X48"UNLESS OTHERWISE SPECIFIED. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 8.MAINTAIN PEDESTRIAN ACCESS IMPLEMENTED AT ALLENTED TIMES DURING CONSTRUCTION. 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. \ \ 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC IC SAFETY 9(C). A TS^A # A 7160 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS / J J L OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. WSDOT NOTES: 1 NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 Z AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 3.NOTIFY TRANSIT AGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. 5.ONLY ESSENTIAL EQUIPMENTAND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS UNLESS OTHERWISE NOTED. 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE • • .[K O • w —W.S.D.O.T.R.O.W. r nP--UPRR R.O.W. : CITYOFKENTR.O.W. • • CD 1 1 O ti 00 C O y 1 1 DETOUR o r t f 3N3H SSONO t O3SOlO Xl-3013 1 1 1 1 1 320' 250' 1 1 , _J ------- ------ o W o WILLIS ST W ............. 1 'W SIDEWALK CLOSED 1 ' -/100, M f 21f10130 .KO� F w 0 V J BUFFER DATA BUFFER T FFER SPACE=B ao a, 4D 45 . a, G� TRANSPORTABLE ATTENUATORROLLAHEAD DISTANCE=R 9 G 0 ti9op�o P�D,o .�., a -41MPH 4-1P „ 7 .4 7 —1 -MPH SIGN SPACING=X(FEET)(1) aov iza i�z r4 iao asa FREEWAYS B EXPRESSWAYS 55/70 MPH 1500f(ORAS PER MUTCD CHANNELIZING DEVICE SPACING(FEET) MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60/65 MPH 800'1 RURAL ROADS 45/55 MPH 500'± MPH TAPER TANGENT LANE POSTED SPEED LIMIT(MPH) RURAL ROADS B URBAN ARTERIALS 35/40MPH 350't WIDTH RURALROADS,URBAN ARTERIALS 25/30 MPH 200'f(2) 50170 40 60 (FEET) 25 30 35 40 45 50 55 60 65 70 RESIDENTIAL B BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'i(2) 10 105 150W205270 450 500 550 ALL SIGNS ARE 48"X48"BLACK ON ORANGE UNLESS OTHERWISE 35145 30 6U DESIGNATED. 11 115 165295 495 550 605 680 — — (1)All spacing may be adjusted to accommodate interchange ramps, 25130 20 40 at-gratle intersections,antl tlriveways. 12 125 180320 540 600 660 720 780 840 (2)This spacing may be reduced in urban areas to fit roadway conditions. SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74Ave S&Willis St, Kent WA • � OT FLAGGER LIMIT DATE AND TIME OFPROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA # 27160 40 PREPARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSURE BRISKE 2 OL KENT GENERAL NNCYSE 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. PAVING / STRIPING TRAFFIC CONTR 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND construction.coord@kingcounty.gov 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. n 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. C 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. m 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL y BE USED AS NEEDED PER ROS 47.36.200 AND WAG 468-95-305. W 11.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT GREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAG 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. Otl3Htl INSDOT NOTES: NiIOM — i I 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 Otl021 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS W SAAR ST OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. W SAAR ST 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECIE F ICI CATIONS u UNLESS OTHERWISE NOTED. 1 =g z°w°a LJ 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE 1 moo S�W 0 DA�p LL�a n m, o� J n, __J com 1 OV3HV i NNOM y pYa m ;— C OVON ry o o LU m ~� th �3a Cs1 r,_ _ ` `` • _ z' m; -W WILLIS ST-30 MPH- - — — — — — — — — — — 250" 250' LQAHEAD W WILIS ST ROAD AHEAD CHANNELIZING DEVICE SPACING(FEET) 5 MPH TAPER TANGENT m Cn 50/70 40 80 v cn 35145 30 60 25130 20 40 SIGN SPACING=X(FEET)(1) FREEWAYS B EXPRESSWAYS 55/TO MPH 1500�_(ORAS PER MUTCD) BUFFER DATA MINIMUM TAPER LENG H IN FEET(L) RURAL HIGHWAYS 60/65 MPH 8001f BUFFER SPACE-B RURAL ROADS 45155 MPH 5001f srssnlMaxl LANE POSTED SPEED LIMIT(MPH) RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350'f s"mx I 1155 1 IN I zss I ws I MO au ass s a IM5 17M WIDTH RURAL RTOIAD,BU URBAN S SINES DERIALS S 25/30 MPH 200'f(2) STRIC TRANSPORTABLE ATTENUATOR ROLL MEAD DISTANCE=R (FEET) 25 30 35 40 45 50 55 60 65 70 URBAN STREETS 25 MPH OR LESS 100'f(2) s.sm To zz,m iw " zz,sss im "T 10 105 150 205 270 450 500 550 ALL SIGNS ARE 48"X48"BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. .asurx asssM .ssurx < PH asssu asNrx 11 115 165 225 295 495 550 605 680 — — (1)All spacing may be adjusted to accommodate interchange ramps, at-grade intersections,and driveways. A TSSA # 27160 I,z ,a '. 12 125 180 245 320 540 600 660 720 780 8401 ((2)This spacing may be reduced in urban areas to fit roadway conditions. SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74Ave S&Willis St, Kent WA • � OT FLAGGER LIMIT DATE AND TIME OFPROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA # 27160 25PREPARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSURE BRISKE 4 PAVING / STRIPING TRAFFIC CONTROL KENTGENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND construction.coord@kingcounty.gov 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. 9.PEDESTRIAN LANES(W8-11),GROOVED PAVEMENT(W8-001),AND MOTORCYCLES USE EXTREME CAUTIONS(W2 ACCESSIBLE11701)SIGNS SHALL CONSTRUCTION. ATSSA # 27160 110.UNEVEN BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. WSDOT NOTES: 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVDED. 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS UNLESS OTHERWISE NOTED. 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE • 1 1 ••• f W.S.D.O.T.R.O.W. ;0---UPRRR.O.W--d; CITYOFKENTR.O.W- • • • - • • 1 301S 213H103Sf1 W W = ' 1 d = 03SO10 NltlM3015 Y Ur� 1 W � , 1 Y � 1 I,,I 1 1 1 rn 0 a o a o 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 J 0 WILLIS ST o ;U W o Q B■ 1 — 1 — t � LU W I I I I I • 1 1 ' 'fn ' 1 1 1 • SIDEWALK CLOSED 1 1 vJ 1 USE OTHER SIDE 100, CHANNELIZING DEVICE SPACING(FEET) rn MPH TAPER TANGENT v 50/70 40 80 O s 35145 30 60 T SIGN SPACING=X(FEET)(7) (� 25/30 20 40 FREEWAYS&EXPRESSWAYS 55170 MPH 1500±(ORAS 1I PER MUTCD) BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60/65 MPH &DD•± T A. BUFFER SPACE RURAL ROADS 45155 MPH Soo' V w V• �Em iss m zso ws seo as aes sa -s LANE POSTED SPEED LIMIT(MPH) RURAL ROADS&URBAN ARTERIALS 35140 MPH 350" -` 7-PO WIDTH RRURAL ESIDE ROADS, LB URBAN SDESTR CTS "�TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE 25/30 MPH 200'±j2) �p�a (FEET) 25 30 35 ao as so ss 60 6s 70 O " T URBAN STREETS 25 MPH OR LESS 100'±(2) 10 105 150 205 270 450 500 550 ALL SIGNS ARE 48"X 48"BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. <4 PH 41 w > .PH -MPH 4sssM .s5 MPH 11 115 165 225 295 495 550 605 680 — — (1)All spacing may be adjusted to accommodate interchange ramps, at-grade intersections,and driveways. 12 125 180 245 320 540 600 660 720 780 840 (2)This spacing may be reduced in urban areas to fit roadway conditions. SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74 Ave S&Willis St, Kent WA ! *" FLAGGER LIMIT DATE AND TIME OFPROJECT WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA# 27160 25 PREPARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSURE IRISKE 5 PAVING / STRIPING TRAFFIC CONTROL KENT GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND 1 construction.coord@kingcounty.gov 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. A/�T�+�+/(t ./rti ��./CO 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. I�7�7A # I V 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. WSDOT NOTES: 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVDED. 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS UNLESS OTHERWISE NOTED. 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE • 1 1 ••• f W.S.D.O.T.R.O.W. ;0---UPRRR.O.W.--iiii: CITYOFKENTR.O.W- • • • — 1 1 1 3015 213H10 3Sf1 1 1 Fy 1 1 d = 03SO10 NltlM3015 1 1 W � 1 1 1 .1I 111F o 0� o� 0-0 0-0 — — 0 a 0 a o o o 0 0 0 0 0 0 0 0 0 0 `� o 0 0 o I J =1 0 0 0 0 0 0 8� B� ;? 1 WILLS ST t 1 1 \I 1 0 0 Q—Q 1 V W 0)1� 0 � 0 m 0 n 1 1 \ 1 SIDEWALK CLOSED 1 1 W tb 1 r ~ID 1 1 Q I—J 1 USE OTHER SIDE 8 M 1001 1 1 LV CHANNELIZING DEVICE SPACING(FEET) rn MPH TAPER TANGENT v 50/70 40 80 O s 35145 30 60 T SIGN SPACING=X(FEET)(7) (� 25/30 20 40 FREEWAYS&EXPRESSWAYS 55170 MPH 1500±(ORAS 1I PER MUTCD) BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60/65 MPH &Do•± T A. BUFFER SPACE RURAL ROADS 45155 MPH Soo' V w V• �Em iss m 35 zso ws seo as aes sa �s LANE POSTED SPEED LIMIT(MPH) RURAL ROADS&URBAN ARTERIALS 35140 MPH 350" -` 7-PO WIDTH RRURAL ESIDE ROADS, LB URBAN SDESTR CTS "�TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE 25/30 MPH 200'±(2) �p�a (FEET) 25 30 35 ao as so ss 60 6s 70 O " T URBAN STREETS 25 MPH OR LESS 100'±(2) 10 105 150 205 270 450 500 550 ALL SIGNS ARE 48"X 48"BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. <4 PH 41 w > .PH -MPH 4sssM .s5 MPH 11 115 165 225 295 495 550 605 680 — — (1)All spacing may be adjusted to accommodate interchange ramps, at-grade intersections,and driveways. 12 125 180 245 320 540 600 660 720 780 840 (2)This spacing may be reduced in urban areas to fit roadway conditions. SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74 Ave S&Willis St, Kent WA ! *" FLAGGER LIMIT DATE AND TIME OFPROJECT WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA# 27160 25 PREPARED BY: DATE: SHEET NUMBER: WORK AREA I CLOSURE IRISKE 5A o£ I PAVING / STRIPING TRAFFIC CONTROL atl3Hv I I 350' 350' avow D II - - - - - - - - - - - - - - - - - - _ � I I I ATSSA # 27160 cn = WILLIS ST E: — — — — — — — — — — — — — — — — — — 0 Z I I I m • m Rr I I I I w moo I I �o MAID oAa A D 0 0T I I Otl3Htl i =a NNOM goy 1 I 4 4 avow Z 0 I I I I I rn OD A1N0 A1N0 A1N0 I I n m 4,11 44 I I cl) �10 350' I I • O • • A1N0 iINT A1N0 • � I I •• •. 4 4 LLQQ_ 600' LL s s — — — — — — — — — — — — — — — — — — — — — - — — — — — r — — — — — — I I i, Lo 2 za< WILLIS ST _~ � W UQ =— — — O — — O O OH p o �O �O O O o—O =O =O =O =O =O =O =O r0 O O—O O—O —O Y• O O O O O O O O O O O V OO ~ G o O O o O O O O o • • • • • • • O O— O , M111111111 �C/) KENT GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. N I I 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 I n n 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND A o construction.coord@kingcounty.gov I o I I 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 8.MAINTAIN PEDESTRIAN ACCESS ROUTES ATALL TIMES DURING CONSTRUCTION. 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAG 468-95-305. I CHANNELIZING DEVICE SPACING(FEET) 11.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT GREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAG 269-155-305 9(C). MPH TAPER TANGENT 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS I OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. 50170 40 80 350' WSDOT NOTES: I 35145 30 60 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 SIGN SPACING=X(FEET)(1) 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS I 25130 20 40 FREEWAYS&EXPRESSWAYS 55170 MPH 1500±(ORAS OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO PERMUTCD) BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS fi0/65 MPH aoo'± 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. BUFFER SPACE-B RURALROADS 45155 MPH 500•± 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. Ia, 3 LANE POSTED SPEED LIMIT(MPH) RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350•± 5.ONLY ESSENTIAL EQUIPMENTAND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL — ,N ,N ax °o" no N WIDTH RURAL ROADS,URBAN ARTERIALS 25130 MPH 200•±(2) BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. TMFn TRANSPORTMLEAr ENUATORROLLMH DISTMCE=R (FEET) 25 30 35 40 45 50 55 60 65 70 RESIDENTIAL&BUSINESS DISTRICTS 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION URBAN STREETS 25 MPH OR LESS 100'±(2) 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS I " 10 105 150 205 270 450 500 550 — — — ALL SIGNS ARE 48"X48"BLACK ON ORANGE UNLESS OTHERWISE ROAD DESIGNATED. aeaorozzooro °5.55 MPH c. OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. WORK 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS = `°�""" d555 MPH '°°M`" `«MP" "'MP" 11 115 165 225 295 495 550 605 680 — — (1)All spacing may be adjusted ri accommodate interchange ramps, IAHEAD at-grade Inter.ecnon.,and driveways. UNLESS OTHERWISE NOTED. 10P 1z3 "2 i0 100 10 125 180 245 320 540 600 660 720 780 840 z This s be reduced in urban areas to fit roatlwa 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE 12 (1 pacing may y condition.. A SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74 Ave S&Willis St, Kent WA • FLAGGER LIMIT DATE AND TIME OFPROJECT WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA# 27160 55 "'? PREPARED BY: DATE: SHEET NUMBER: WORK AREA I CLOSURE BRISKE 6 KENT GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. OSE I 1500' 1500' 1500' 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 I I 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND construction.coord@kingcounty.gov )1�lOM 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. I I 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. — — — — — — — — — — — — — — — — — — — __ n 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. I W = 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. I I 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. o, WILLIS ST-55 MPH- 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL I D Z BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. I I — — — — — — — — — — — — — — — — — — m m 11.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS Rr I I OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. WSDOT NOTES: I73I I 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 I A 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS OV3Htl =0 0 _'0 x � OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO NNOM i D A D D r 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. I 4 4 avow p x p b M z ZOOM 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. o I I n 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL O) BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. I co 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION I I Is 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. m 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS A1No A1N0 A1No I I UNLESS OTHERWISE NOTED. 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE co Cn 4J 44 I I C" �0 350' I I = 4 DE OUR w� n A1N0 1N A1N0 I I n I I 4) 44 r I 167 I ; Qw 660' �� 11111111111 I I W w — IT .Z za- — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — I I — — — — L_ U WILLIS ST-55 MPH- s J J s r o WILLIS ST-40MPH- W QC ~ — — — — — —O O—O O—O O—O O—O O— O— O OO O—O o =Oi O p o �O �O O O IIII o—O =O (7-0 �O �O �O �O �O �O I I O O—O O—O O—O —O CYZ I O O O O O O O O O O O O O O O O O O O o w C Mill 111III �W co ano a P sM. o1 I I ••'.• 350' CHANNELIZING DEVICE SPACING(FEET) • • ROAD MPH I TAPER TANGENT I WORK AHEA 50170 40 80 35145 30 60 SIGN SPACING=X(FEET)(1) 25130 20 40 FREEWAYS&EXPRESSWAYS 55/70 MPH 1500±(OR AS PER MUTCD) BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60/65 MPH 8001± BUFFER SPACE RURALROADS 45155 MPH 500'± aPo=°Irrxi LANE POSTED SPEED LIMIT(MPH) RURAL ROADS URBAN ARTERIALS 35140 MPH 350'± " °° � 55 ATSSA # 27160 i55 so° zs° 3m M — - n° su WIDTH RURAL ROADS,URBANARTERIALS 2$/30 MPH 200'±(2) �TRANSPORTABLE ATfENUATOR ROLLAHEAD DISTANCE•R (FEET) 25 30 35 40 45 50 55 60 65 70 RESIDENTIAL&BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(2) e.ewros2mim a zz,°°°iee T 10 ,O$ 150 205 270 4$0 500 550 — — — ALL SIGNS ARE 48"X48"BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. „ 11$ 165 22$ 29$ 495 $50 60$ 66O — — (1)At mdoigmaybe adjustedt ...ysmodate interchange ramps, PAVING / STRIPING TRAFFIC CONTROL alI grade intersections,and driveways. I ,m 12 125 180 245 320 540 600 660 720 780 840 (2)This spacing may be reduced In urban areas to fit roadway audition. : SIGN STAND POSTED SPEED LIMIT: DIRECTION: a7,4 ONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE OJECT ADDRESS: Email: DRAWN BY: SPEED Ave S&Willis St, Kent WA • *" FLAGGER LIMIT DATE AND TIME OFPROJECT WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA# 27160 551PREPARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSUREBRISKE 7 NOTE: NOTE: PAVING / STRIPING TRAFFIC CONTR ALL WAY FLASHING RED DURING OL TRAFFIC TO BE SET TRAFFIC SHALL NOT BE N MAINTAIN WEST BOUND LEFT FLAGGING OPERATIONS TURNS TO 74 AVE SAT ALL TIMES ALLOWED TO BACK UP ONTO TRACKS ATSSA # 27160 � �.o go m A ay LU o� O a • .p�0 DETOUR •• •• DETOUR • • f —1 —W.S.D.O.T.R.O.W. ;0----UPRR R.O.W. ; CITYOF�W. � ••• 0 Y1 � ; Y1 � W �W m �� I _ 100, 100, 320 250 « ;W7 V _ I.< — — — — — — 0-0 0-0 O—O O—O 0-0 O M 1. O �o O o O o O O O O O o 0-0 O o O O �O O O O O O O O O O O — — ' I o �U WILLIS ST o , m:O 0 -0- 0 -0- 0 -0 — —�-0 0 —0 0 —0 O O —0 O —0 0 0 OILIJ v,' — — ' m' II " 100, — 100, 100, — W m ' co 0}w • (n =I� w MATCH LINE AA ' i9 A ° THIS PAGE Om i$m rn & KENT GENERAL NOTES: CIA350' -4 - 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. O 0 0 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND 100, construction.coord@kingcounty.gov Q 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. �1 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. O� n • 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. ROAD m • 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL WORK • o BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. AHEAD 11.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS AJt/d SIHl 100, OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. VV DNII HOiVN WSDOT NOTES: CHANNELIZING DEVICE SPACING(FEET) BE 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 MPH TAPER TANGENT PREPARED 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS TO STOP OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO SORO 40 60 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. 35145 30 60 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVDED. SIGN SPACING=X(FEET)(1) 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL 25130 20 40 INS—..S.pHS..—. 55,T H 00:IGRAS BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. MINIMUM TAPER LENGTH IN FEET(L) 60165MPH eoa+uT 100, 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION = RURAL ROADS 45155MPH 500± 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS LANE POSTED SPEED LIMIT(MPH) RURAL ROADS I URIAI ARTIMALI 35I40MPH 35o•f OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. 35 B w 5 e° WIDTH Ts 25I30 MPH zoo•41z) "TRANS' 300 TT " cE=a o aursAuaoAos.u„,UNES. BTR.0.„ ' � (FEET)25 ao as ao as sa ss so ss 7o RE51GENT1ALBU51NE55D15TR1 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS URBAN STREETS 25 MPH OR LESS 100(I) ROAD "a:oioa,um°Mf H09`�z'moie".E4Hf 10 105 1501205127.1 uSNSAR 450 500 550 — — — AsIEae•xae•eOAceoNORAN CEUNUEssoT„ERwlse WORK UNLESS OTHERWISE NOTED. 11 115 165 22s 295 495 s50 605 680 — — (1)All SP tong may ba adjusted to ac..,meat.mta,°ba"g.. p., RHEA 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE at-gratle intersections,and driveways. 180 245 320 540 600 660 720 780 940 (2)TNIS SPacmg May be reduce m Urban areas to fit roadway onditi—S. •A SIGN STAND �'' U.P.O. POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME:City Of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74 Ave S&WilliS St, Kent WA • *" FLAGGER LIMIT DATE AND TIME OF PROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA# 27160 40 PREPARED BY: DATE: SHEET NUMBER: • WORK AREA I CLOSURE BRISKE 8 NOTE: NOTE: PAVING / STRIPING TRAFFIC CONTR ALL WAY FLASHING RED DURING OL TRAFFIC TO BE SET TRAFFIC SHALL NOT BE N MAINTAIN WEST BOUND LEFT FLAGGING OPERATIONS TURNS TO 74 AVE SAT ALL TIMES ALLOWED TO BACK UP ONTO ATSSA # 27160 TRACKS �. �o ,3 A may w o� a aO • .p�0 DETOUR •• •• OUR • • f -, ,W.S.D.O.T.R.O.W. ;0----UPRR R.O.W. ; CITYOF�W. � ••• 0m . 1 W_ 0' � 100'�10 320 250' W « ;W V °-O °-O °-O °-O °-O °M ;- - ° (5-0 O° O o o ° ° o O ° ° ° ° o O 0 O O O O ° ° ° ° ° O ° - - 'I �U WILLIS ST ° , m:O ° -0- 0 -0- 0 -0 - ° 0-0 o-° O O-O O-° ° - - - - - , - , - - - - - - - - - - - - - ° ° 1=; 100, — 100, 100, — W m• ' co 0 w} • (n =I� w MATCH LINE AA ' om A ° ° THIS PAGE ,a WM rn o o ? KENT GENERAL NOTES: Ox< 0 c 350' -40 ° - 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. o ° 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. T o 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND q� 100, construction.coord@kingcounty.gov 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. �1 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. O� n • 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. ROAD m • 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL WORK • o BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. AHEAD 11.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT ° WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS AJt/d SIHl 100, OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. VV DNII HOiVN WSDOT NOTES: CHANNELIZING DEVICE SPACING(FEET) BE 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 MPH TAPER TANGENT PREPARED 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS TO STOP OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO SORO 40 60 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. 35145 30 60 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVDED. SIGN SPACING=X(FEET)(1) 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL 25130 20 40 INS—..S.pHS..—. 55,T H 00:IGRAS BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. MINIMUM TAPER LENGTH IN FEET(L) 60165MPH eoa+uT 100, 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION = RURAL ROADS 45155MPH 500± 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS LANE POSTED SPEED LIMIT(MPH) RURAL ROADS I URIAI ARTIMALI 35I40MPH 35o•f OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. 35 B w 5 e° WIDTH Ts 25I30 MPH zoo•41z) "TRANS' 300 TT " cE=a o aursAuaoAos.u„,UNES. BTR.0.„ ' � (FEET)25 ao 35 ao 45 sa ss so ss 7o RE51GENT1ALBU51NE55D15TR1 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS URBAN STREETS 25 MPH OR LESS 100(I) ROAD "a:oioa,um°Mf H09`�z'moie".E4Hf 10 105 150 205 270 450 500 550 - - - AusISNSAReae•x4V LA..ONORANceuNuessoT„eRwlse WORK UNLESS OTHERWISE NOTED. 11 115 165 225 295 495 550 605 680 — — (1)All SP tong may ba adjnaba to ac..,meat.mta,°ba"g.. p., RHEA 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE at-gratle intersections,and driveways. 180 245 320 540 600 660 720 780 940 (2)TNIS SPacmg May be red d m urban areas to fit roadway onditi—S. •A SIGN STAND �'' U.P.O. POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME:City Of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74 Ave S&WilliS St, Kent WA • *" FLAGGER LIMIT DATE AND TIME OF PROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA# 27160 40 PREPARED BY: DATE: SHEET NUMBER: WORK AREA I CLOSURE BRISKE 8A PAVING / STRIPING TRAFFIC CONTROL KENT GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND p construction.coord@kingcounty.gov n 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 111 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. (n 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. W 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. p 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. _J W SAAR ST INSDOT NOTES: 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)4404474 W SAAR.ST 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. o jl 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO RAN DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL �or. DETOUR BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF'PROTECTION 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS _ A OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. r moo W 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECIE F ICI CATIONS C/) o x o n UNLESS OTHERWISE NOTED. m' z o C 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE r o m ' o= Otl3Htl i m (n 0 K n� o 00 �r rn an� _ _ _ _ _ _ __ _ - W WILLIS ST--30 MPH-- — — — � s 250' 250' 1° A ROAD WORK AHEAD W WILIS ST RoaD � WORK 44, AHEAD n m Cn N CHANNELIZING DEVICE SPACING(FEET) MPH TAPER TANGENT = 50170 40 80 t 35145 30 60 SIGN SPACING=X(FEET)(1) 25130 20 40 FREEWAYS&EXPRESSWAYS 55170 MPH 1500f(ORAS PER MUTCD BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60165 MPH 800.1 BUFFER SPACE=B RURALROADS 45/55 MPH 500't LANE POSTED SPEED LIMIT(MPH) RURAL ROADS&URBAN ARTERIALS 35140 MPH 350't c,x,rrl iss 1 11 1 21 1 sos 1 2w Ill 141 Ill ws WIDTH RESIDENTIAL BUSINESS DISTRICTS 25130 MPH 2O0f(2) TRANSPORTABLEATTENUATOR ROLLAHEAD DISTANCE=R (FEET) 25 30 35 40 45 50 55 60 65 70 URBAN STREETS 25 MPH OR LESS 1001t(2) A TS SA # 2 7160 e u xr 10 105 150 205 270 450 500 550 — — — ALL SIGNS ARE 48"X 48"BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. <45 Mxx 4sss MPx >ss MPx <4s MPx 4sss Mrx >ss Mrx 11 115 165 225 295 495 550 605 680 — �8— (1)All spacing may be adjusted to accommodate interchange ramps, at-grade intersections,and driveways. 12 125 180 245 320 540 600 660 720 780 (2)This spacing may be reduced in urban areas to tit roadway conditions. SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74Ave S&Willis St, Kent WA • �" FLAGGER LIMIT DATE AND TIME OF PROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA # 27160 PREPARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSURE BRISKE 9 PAVING / STRIPING TRAFFIC CONTROL ATSSA # 27160 I— w --w-W.S.D.O.T.R.O.W. 'No---UPRR R.O.W. ' CITY OFKENTR.O.W. i 0 1 1 DETOUR 1 1 rn 1 1 \ 3i13H SS0210 ,,, 1 1 \�� .1 03SO1~OIS w 1 1 Ill11I Y�IY 1 1 rri' — — — — -- — — — — — — — — — 1 , 1 <_ o � WILLIS STIr o C m;o 0 0 0 0 0 0 — —� �� — r =1 � o 0 m' h } III 100' — y ' — — V SIDEWALK CLOSED 1 1 � 1 1 2InO1.30 100' CROSS HERE , 1 / 1 1 0 �7 c o w a7 ROAD 350' 0 CLOSED � S � � P Q4011 q0 O ROAD WORK � KENT GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND construction.coord@kingcounty.gov 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 8.MAINTAIN PEDESTRIAN ACCESS ROUTES ATALL TIMES DURING CONSTRUCTION. CHANNELIZING DEVICE SPACING(FEET) 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL MPH TAPER TANGENT BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 50/70 40 80 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. 35/45 30 60 WSDOT NOTES. SIGN SPACING=X(FEET)(1) 25/30 20 40 FREEWAYS&EXPRESSWAYS 55/70 MPH 1500±(ORAS 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 PER MUTCD 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60/65MPH 800'± OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO BUFFER SPACE RURAL ROADS 45/55 MPH 5001± 3.NOTIFY TRANSIT AGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. sPEEOIMP"I u ao u 4a as so ss so ss vo LANE POSTED SPEED LIMIT(MPH) RURAL ROADS&URBAN ARTERIALS 35/40MPH 350'± 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. ia+m"IPrI +ss za zso sos sso 411 01 sro o41 zw WIDTH RURAL ROADS,URBAN ARTERIALS 25130 MPH 200'±(2) 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R (FEET) 25 30 35 40 45 50 55 60 65 70 RESIDENTIAL&BUSINESS DISTRICTS BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. URBAN STREETS 25 MPH OR LESS 100'±(2) 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION HOssooroa.00i�"' "osT�zz�000im1GHT 10 105 150 205 270 450 500 550 — — — ALL SIGNS ARE 48"X48"BLACK ON ORANGE U NLESS OTHERWISE 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS IDESIGNATED. OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. <aSMPN asssMPe >ssMP" <4sMPH 4-1"P" > MPM 1,I 115 165 225 295 495 550 605 680 — — (1)All spacing may be adjusted to accommodate interchange ramps, 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS at-grade intersections,and driveways. UNLESS OTHERWISE NOTED. +oor +z> - �4. mo +so 12 125 180 245 320 540 600 660 720 780 840 (2)This spacing may be reduced in urban areas to fit roadway 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE conditions. SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74Ave S&Willis St, Kent WA • C OT FLAGGER LIMIT 4DATE AND TIME OFPROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA # 27160 40 PREPARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSURE BRISKE 10 KENT GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND construction.coord@kingcounty.gov 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE ATALL TIMES DURING CONSTRUCTION. 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. WSDOT NOTES: 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL BE STORED ON WSDOT RAN DURING NON-WORKING HOURS. 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS UNLESS OTHERWISE NOTED. 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE atl3Htl _ n N210M Otl3Htl Otl3Htl I-- OtlOa NNOM n NNOM iv avow avow p n w Zao n oW� C cn �Nw v amW ti LLo= oo= cn a m Cn C/)r 1 cn m; IIIII II Irn II ~ n� W WILLIS ST-30 MPH- m- Illiv 350 Nil 350 Iv ZI 350' —� ' ONLY ONLY n ROAD y ROAD ROAD W WORK O WORK AHEAD ) AHEAD n AHEAD Q v n m CHANNELIZING DEVICE SPACING(FEET) ti MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25130 2O 40 SIGN SPACING=X(FEET)(1) 7500±(OR AS FREEWAYS&EXPRESSWAYS 55/T0 MPH PER MUTCD) BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60/65 MPH 8001f BUFFER SPACE RURALROADS 45155 MPH 5001t rtPMPH, LANE POSTED SPEED LIMIT(MPH) RURAL ROADS S URBAN ARTERIALS 35140MPH 350't dT/�/� 1. mo zso ws 3N as ass sm - WIDTH RURAL ROADS,URBAN ARTERIALS 25/30 MPH 2O0f(2) !7■ JJA # Z��GU TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE-R (FEET) 25 30 35 40 45 50 55 60 65 7() RESIDENTIAL&BUSINESS DISTRICTS .� # URBAN STREETS 25 MPH OR LESS 100`t(2) .D z,oe: z. HT 10 105IM 500 550 — — L84 ALL SIGNS ARE 48"X43"BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. <asMPH a .PH >SSMPH -MPH ussNPn >�MPH 11 115 550 605 680 — (1)All spacing may beadjustedto accommodate interchange ramps, at-gracondition.. io intersections,and driveways. PAVING / STRIPING TRAFFIC CONTROL 12 125 600 660 720 780 (2)This spacing may be reduced in urban areas to fit roadway conditions. SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74Ave S&Willis St, Kent WA • �" FLAGGER LIMIT DATE AND TIME OFPROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA # 27160 Tx PREPARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSURE BRISKE 11 KENT GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND construction.coord@kingcounty.gov 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. SEE MATCHLINE 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. 00 ___SH_EE T_ # 1 3 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTEDAS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. Cl) C • _ ______ 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL p BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. • 11.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS • OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. WSDOT NOTES: . n 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 I m 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS OPENED. PHONE WSDOT.NOTIFFY TRA ITAGENCY(I S)&AF ECCTED BUSINESSES 5 DAYS PRIOR 3 S TO BEG NNING WORK. I 1 .0 W SAAR ST 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVDED. _J 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL W SAAR ST • •�• • BE STORED ON WSDOT RAN DURING NON-WORKING HOURS. 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION { W 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. n 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS I I I I I " UNLESS OTHERWISE NOTED. m 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE y moo •' a •'• ' px0 •, �w� • • ' •' w o m' 3yy _ • 0rn m' .• •. m • QV3HV ' NNOM LU �z LU — — — — — — — — — '—W WILLIS ST-30 MPH-- ; c 1 — 'W co 1 80 4 y ROAD .(n O O O WORK U c AHEAD LU = II I II Y ROAD WORK AHEAD W WILIS ST is n CHANNELIZING DEVICE SPACING(FEET) �C MPH TAPER TANGENT y 50/70 40 80 N to 35/45 30 60 25130 20 40 SIGN SPACING=X(FEET)(1) FREEWAYS B EXPRESSWAYS 551TO MPH f500±(OR AS PER MUTCD) t BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGH WAYS 60/65 MPH Roo'± BUFFER SPACE RURALROADS 45/55 MPH 5001± sPstor4Pp LANE POSTED SPEED LIMIT(MPH) RURAL ROADS&URBAN ARTERIALS 35140 MPH 350'± xm,m ,ss m" — ws aw a s 14. - - 170. WIDTH RURAL ROADS,URBAN ARTERIALS 25/30 MPH 200'f(2) TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE•R (FEET) 25 30 35 40 45 50 55 60 6$ 7() RESIDENTIAL&BUSINESS DISTRICTS ATvvSSA # 27160 AN STREETS 25 MPH OR LESS 100'±(2) 1,o z,oe: HOST 1 2. NMGHr 10 105E180E 500 550 — — — ALL SIGNSARE48"X48"BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. <4sNPH assSNPH > .PH <45MPH ussNPn >�PH 11 115 550 605 680 — — (1)All spacing may be adjusted to accommodate interchange ramps, at-grade onditio intersections,and driveways. PAVING / STRIPING TRAFFIC CONTROL 12 125 600 660 72 7780 840 (2)This spacing may be reduced in urban areas to fit roadway conditions. : SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74 Ave S 8,Willis St, Kent WA • *t FLAGGER LIMIT DATE AND TIME OFPROJECT WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA# 27160 PREPARED BY: DATE: SHEET NUMBER: 0 WORK AREA I CLOSURE BRISKE 12 KENT GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 MATCH LINE AA 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND THIS PAGE construction.coord@kingcounty.gov 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. GVBHV 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 03SO-10 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 3NVl 11-101 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE ATALL TIMES DURING CONSTRUCTION. I I 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). I I 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. I I WSDOT NOTES: 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 200r 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS I I OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. I I 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL p BE STORED ON WSDOT RAN DURING NON-WORKING HOURS. Q Q 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION I I O O= 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS 3 Q OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS UNLESS OTHERWISE NOTED. I I 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE = W TITUS ST I I GV3HV I 03SO10 n I avow 200' I I � I ICI n Iml I = 1 Cn r I o 200' I I I � I • I I = • I • I I • I •• •• •• .I I 180' EIJb'd SIH-L VV EIN11 HO-LVW •I I • CHANNELIZING DEVICE SPACING(FEET) •� MPH TAPER TANGENT • 50/70 40 80 -------------- 35/45 30 so SEE MATCHLINE 25130 2O 40 SIGN SPACING=X(FEET)(1) 7500±(ORAS SHEET# 12 FREEWAYS&EXPRESSWAYS 55/T0 MPH PER MUTCD) BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60/65 MPH 8001f BUFFER SPACE RURALROADS 45155 MPH 5001t rtoxrx, LANE POSTED SPEED LIMIT(MPH) RURAL ROADS&URBAN ARTERIALS 35140MPH 350't dT/�/� 1. mo zso ws 3N as ass sm eas WIDTH RURAL ROADS,URBAN ARTERIALS 25/30 MPH 2O0f(2) !7■ JJA # Z��GU TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE•R (FEET) 25 30 35 40 45 50 55 60 65 70 RESIDENTIAL&BUSINESS DISTRICTS .� # URBAN STREETS 25 MPH OR LESS 100`t(2) .o z,oe:IGHT x z.OST rH xT �Q 1OS ISOk270 SOO SSO — — — ALL SIGNS ARE 48"X48"BLACK ON ORANGE UNLESSHEDESIGNATED. <,su�x assSNPx >SsuFx .«uPx ussNPn >�NPx 11 115 165 550 605 680 — — (1)Allspacingmaybeadjustedtoaccommodateinterchangeramps, condiat-gra io inlerse"icns,and driYewayB. PAVING / STRIPING TRAFFIC CONTROL 12125 180 600 660 720 780 840 (2)This spacing may be reduced in urban areas to fit roadway conditions. SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE e PROJECT ADDRESS: Email: DRAWN BY: SPEED 74Ave S&Willis St, Kent WA • �" FLAGGER LIMIT DATEAND TIME OFPROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA # 27160 PREPARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSURE BRISKE 13 NOTE: TRAFFIC SIGNAL TO BE SET TO PAVING / STRIPING TRAFFIC CONTROL ALL WAY FLASHING RED DURING FLAGGING OPERATIONS ATSSA # 27160 —W.S.D.O.T.R.O.W. :p--UPRRR.O.W.—�: CITYOFKENTR.O.W. i ' ' N � W J _I ONE WAY 'L'1 111111350' — ;W —�— — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — �J �. U WILLIS ST0 Lu --- 100, — 1Lu c/) =`LA (� >AD rn • • • KENT GENERAL NOTES: 350' 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. O 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. n S 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND construction.coord@kingcounty.gov t y�mo 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). ROAD 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS WORK OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. AHEAD WSDOT NOTES: CHANNELIZING DEVICE SPACING(FEET) 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 MPH TAPER TANGENT 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 50170 40 80 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. 35145 30 60 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVDED. SIGN SPACING-X(FEET)(1) 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL 25130 20 40 FREE—SSEXPRESS—S I—MPH 150 (ORAR BE STORED ON WSDOT RAN DURING NON-WORKING HOURS. 13) MINIMUM TAPER LENGTH IN FEET(L) 50165MPH PER 0 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION - RURAL ROADS s 4W55MPH 500•1 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS I. ,o 1. 1. LANE POSTED SPEED LIMIT(MPH) RUM�RRo ROADS uURBANA—VIALS 3W1 MPH 360'. OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. s: :oo WIDTH 25130 MPH 200•t(2) 1RANSPOR3A0LE MENUMR ROLLAHEAD DE-MCE=R (FEET)25 30 35 40 45 50 55 60 65 70 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS URBAN STREM 25 MPH OR LESS 100•t(2) .,E.- 1a 105 150 205 270 450 500 550 — — — 0 X.5 BLACK ON ORANGE UNLESS MEIRMSE UNLESS OTHERWISE NOTED. 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE 115 165 225 295 495 550 605 680 — — (1)AO:Pa<oRR mRr N•aa)N.aa ro Ao o,R,RRaR1R ImR.CNRRRR rRmPS, 12 125 180 245 320 540 600 660 720 780 840 (z)rma ePsclne m•r NR ram m.oRaw.y R"amo"s. v A SIGN STAND �" U.P.O. POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME:City of Kent o TYPE I BARRICADE e PROJECT ADDRESS: Email: DRAWN BY: SPEED 74Ave S&Willis St, Kent WA OT FLAGGER LIMIT DATE AND TIME OF PROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA # 27160 40 PREPARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSURE I I Tx BRISKE 14 9 a N W LU PAVING / STRIPING TRAFFIC CONTROL J a ♦ dn � I I v N 1n st �u v >LLI � a w nll �t WASH.AVE T�+�+ �,y c r` N SR 167 A/�7�7Q tt 271 V0 � I WILLIS ST Uplands p 74AVE S Playfields DETOUR DSFaS 9 rneekersquare 9 Madison Playa K'Meeker St � — HI_II 4, Q Brown Bear Car Wash ;ild Wfileat. Bakery < a01ti'. I _"Lauraf=t � O p L rI City Mall ITIpL3S Rafikl Re5taur8nt and Lounge V Lti } mnoi30 k 4 a t E Titus St ;51 EA`d 7LL US LO o HDiy Splrlt Kent GootlwIII ti _< �afty Peiltals9 Catholic Church a� W Saar St < �a _ Q ro %l` . w r. F KENT GENERAL NOTES: 1.ALL SIGNS ANDCIC�, CING SHALL CONFORM TO THE MUTCD. # 2.NOTIFY LOCALI`FAERGENCY SERVICES OF CLOSURE TIMES AND DATES. < 3.NOTIFY KEND SUOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING C06BTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206477-1140 AND - IT Red U&n Inn & 5.SIGN SPACING WAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.Nt'X48"UNLESS OTHERWISE SPECIFIED. LJ(tQS' FSI�I L seat#I 7.ALLSPACING MM`BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTEDAS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. 1l Crow 5 } 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL W Tr-Orr ow St BE USED AS NEEDED PER ROS 47.36.200 AND WAG 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT n-+ 1 Go ogle 2.ALL CHANNELII AZARD NG DEVIC S HALL BE DRIVERSFOR PER WAG TRAFF C SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS WOULD OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. ReeWSDOT NOTES: 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS SIGN SPACING•X(FEET)(1) OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO FRE—SS EXPRESSWAYS 55/I.M1H 15ao M(0RA5 3.NOTIFY TRANSIT AGENCY(I ES)&AFFECTED BUS I N ESSES 5 DAYS PRIOR TO BEG I N N I NG WORK. MINIMUM TAPER LENGTH IN FEET(L) 50165 MPH Soo•±NCO 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. 45155 MPH 500•1 CHANNELIZING DEVICE SPACING(FEET) 5.ONLY ESSENTIAL EQUIPMENTAND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL LANE POSTED SPEED LIMIT(MPH) RUR MADSSURSANARTER-S 35M0 MPH 360't BE STORED ON WSDOT RAN DURING NON-WORKING HOURS. WIDTH MPH TAPER TANGENT 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION mARSPORIASCE MENUMR RDUAHEA o NCE a 2&30 MPH zog•4:IZ) 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS c �wE eo (FEET)25 30 35 40 45 50 55 60 65 70 URBAN STREM olsrwc 25 MPH ORLESS 1ooSE 50170 40 80 OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS E THEM. " . ip 105 150 205 270 450 500 550t — e xae SucxoN owlxcE uN�Eas oTHERv,1sE U ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS oesic�xnreoRsa• ^ UNLESS OTHERWISE NOTED. 11 115 165 225 295 495 550 605 — (1)AiI.P.cIDgw.yb•.a/U.aaro.c.ww.dM1 i.1.ccN..g.r..p., 35(45 30 60 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE Mom. --cno..,..a a.�v.w.r.. 125 180 245 320 540 600 660 840 z TH.. D...a.c.a m.m.D.....mnv..aw. 25/30 20 40 12 11 P.=I.g w.r r v A SIGN STAND �" U.P.O. POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME:City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74Ave S&Willis St, Kent WA Ot FLAGGER LIMIT DATE AND TIME OF PROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA # 27160 40 PREPARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSURE BRISKE 15 o£ I PAVING / STRIPING TRAFFIC CONTROL atl3Hv I I 350' 350' avow D II — — — — — — — — — — — — — — — — — — _ � I I I ATSSA # 27160 cn = WILLIS ST E: — — — — — — — — — — — — — — — — — — 0 Z I I I m • m Rr I I I I I m(/1 D omv I v z yatl3Htl i m o NNOM 1 4 4avoki M ° I I I I I D] Co A1N0 A1N0 A1N0 I I n 4J 44 I I Cn C a � boo 350' I I T m � v 0 • >, I I • • =rn Amo iINT Amo • • mp •• Q • TI - 0 350' 11I 11I 1 � _� �► I 1674) 600'W LU - — — — — — — — — — — — — — — — — — ■J — — — — — — — — — — — — — — — — — — — — I I = J Q—D_ WILLIS ST =Q c=n • �11111 ��W W ° ° �1IU — O O O O ° ° ° ° �° °—O �O �O �O �O �O �O �O �O G O O ° ° O , O 0 ° O O ° ° O ° ° O O O ° OL ° � ° LL ° ° ° LU ° co �W KENT GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. I I I 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND construction.coord@kingcounty.gov I I 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 8.MAINTAIN PEDESTRIAN ACCESS ROUTES ATALL TIMES DURING CONSTRUCTION. 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAG 468-95-305. I CHANNELIZING DEVICE SPACING(FEET) 11.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT GREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAG 269-155-305 9(C). MPH TAPER TANGENT 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS I OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. 50170 40 80 350' WSDOT NOTES: I 35145 30 60 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 SIGN SPACING=X(FEET)(1) 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS I 25130 20 40 FREEWAYS&EXPRESSWAYS 55170 MPH 1500±(ORAS OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO PERMUTCD) BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS fi0/65 MPH aoo'± 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. BUFFER SPACE-B RURALROADS 45155 MPH 500•± 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. I LANE POSTED SPEED LIMIT(MPH) RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350•± 5.ONLY ESSENTIAL EQUIPMENTAND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL Is, zoo z .' - a 4. — .1 WIDTH RURAL ROADS,URBAN ARTERIALS 25130 MPH 200•±(2) EA BE STORED ON WSDOT R/W DURING NON-WORKING HOURS. TMFn TRANSPORTABLEATTENUATORROLLAHD DISTANCE=R (FEET)25 30 35 40 45 50 55 60 65 70 RESIDENTIAL&BUSINESS DISTRICTS 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION URBAN STREETS 25 MPH OR LESS 100'±(2) 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS I _ " 1p 105 150 205 270 450 500 550 — — — ALL SIGNS ARE 4a"X48"BLACK ON ORANGE UNLESS OTHERWISE ROAD DESIGNATED. aeoorozzooro 4�.SS aoH c. OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. WORK 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS =�— AHEAD -MPH d555 MPH 55 MPH .�NPa "'�"`" 11 115 165 225 295 495 550 605 680 — — 11)at-grade intersections,and drvewaysdjusted to modate interchange ramps, UNLESS OTHERWISE NOTED. I 10P 1z3 "z '0 100' 'o" �12 125 180 245 320 540 600 660 720 780 840 (2)This spacing may be reduced in urban areas to fit roadway 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITEcondition.. A SIGN STAND POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74 Ave S&Willis St, Kent WA • *" FLAGGER LIMIT DATE AND TIME OFPROJECT WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA# 27160 55 PREPARED BY: DATE: SHEET NUMBER: WORK AREA I CLOSURE BRISKE 16 PAVING / STRIPING TRAFFIC CONTROL ATSSA # 27160 0� M 00 m Dp A � 1 1 �W.S.D.0.T.R.0.W. :I�UPRRR.O.W.—�l CITYOFKENTR.O.W. i 1 1 � 1 1 1 1 � T _I 1 1 1 LU mI , 1 '//CL)� 1 1 '`+J 350'10 1 LU n` - - - - �- - - - - - - - - - - '- - - - - - - - - - - - - - - -- - - - - - - - - - - -J 71 s WILLIS STLu _---- • �' 1� m h �► C/) 1 1 1 1 1 1 ZJ rn KENT GENERAL NOTES: 350' 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. O 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. n S 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 -n r-A 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206-477-1140 AND �7 J 00 construction.coord@kingcounty.gov ca P m Dp 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. ROAD ROAD 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL WORK CLOSED BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. AHEAD AHEA 11.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. WSDOT NOTES: CHANNELIZING DEVICE SPACING(FEET) 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 MPH TAPER TANGENT 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 50170 40 80 3.NOTIFY TRANSITAGENCY(IES)&AFFECTED BUSINESSES 5 DAYS PRIOR TO BEGINNING WORK. 35145 30 60 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. SIGN SPACING-X(FEET)(1) 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL 25130 20 40 FREE—SSEXPRESS—S I—MPH 15-(OR75 BE STORED ON WSDOT RAN DURING NON-WORKING HOURS. 13) MINIMUM TAPER LENGTH IN FEET(L) 50165MPH eoR'M�0 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION - RURAL s 45155MPH 500•1 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS Eo. L Li-, °, I. ,o m LANE POSTED SPEED LIMIT(MPH) Ru�LROO os LIRIANAIERIALI 35IbMPH 350't OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. .«m.." s: :oo >� ,o: ," .x .. :,o - »o WIDTH 25I30 MPH zo09:1zI 1RANSPOR-LE MENOA'OR ROLLAHEA0 OMIANCE=R (FEET)25 30 35 40 45 50 55 60 65 70 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS URBAN STREM 25 MPH OR LESS 100•t(2) .,E.- 1a 105 150 205 270 450 500 550 — — — .X..BLACNONORANGEUNLESS01HEIRMSE UNLESS OTHERWISE NOTED. 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE �� 115 165 225 295 495 550 605 680 — — (1)All co.g m.y N..arv. dt..o....—I.1..CN..g.r..p., n�..a.�Nar..RroN...Na dli—r.. 12 125 180 245 320 540 600 660 720 780 840 (z)rm. ,R.r N.rea.—m.re.R.re..mm.o.aw.y ..a0 0... v� SIGN STAND �" U.P.O. POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME:City Of Kent o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 74Ave S&Willis St, Kent WA OT FLAGGER LIMIT DATE AND TIME OF PROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA # 27160 40 PREPARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSURE BRISKE 17 fI �<< PAVING / STRIPING TRAFFIC CONTROL S 228t h St o .s S 226t h St _ FTOG ST 1 �f� F�. �-` • irrito Brothers I I anol3a I •�4� � 1S SIBIIM T I • I rJ , acoesso Sho re Center S 24C6 St f dames S# � anol3a Hogan Pk at Russell Pna{f '� I WILLISST 1SSIl�IM DETOUR / * — IlYlthst�� '// �rrlith 5t Kent EarthWc�rics Hong Kong Mark Park anol3a SCENIC Hl1.l. 1S SII�IM 21nO13a F• -A-Car aN3 KENT GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 7 2.NOT LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3.NOTIFY KEND SCHOOL DISTRICT 10 DAYS IN ADVANCE OF CLOSURES AT 253-373-7442 4.ALERT KING COUNTY METRO CONSTRUCTION 10 DAYS IN ADVANCE OF CLOSURES AT 206477-1140 AND construction.coord@kingcounty.gov 576 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. C3 6 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. T ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. — Red O n 8.MAINTAIN PEDESTRIAN ACCESS ROUTES ATALL TIMES DURING CONSTRUCTION. $4J[tn {� 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. ` 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL I( - I rl BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 1.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT p a r k{m e2 Il+ ULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). L CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF•- NESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. 1;0 g I e WSDOT NOTES: L 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 P C M S 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS SIGN SPACING•X(FEET)(1) OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO FREEWAYS S EXPRESSWAYS 55rISMPH 15—JORAs 3.N OTIFY TRANSIT AGENCY(I ES)&AFFECTED BUS I N ESSES 5 DAYS PRIOR TO BEG I N N I NG WORK. LER MINIMUM TAPER LENGTH IN FEET(L) solos MPx SOW' co 4.PEDESTRIANS AND BICYLISTS SHALL BE ACCOMMODATED THROUGH THE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVIDED. 45155 MPH soot CHANNELIZING DEVICE SPACING(FEET) 5.ONLY ESSENTIAL EQUIPMENT AND MATERIALS SHALL BE ON WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL LANE POSTED SPEED LIMIT(MPH) RURAL ROADSAVRBAx ARTERUL3 35Ib MPH 350'x: BE STORED ON WSDOT RNV DURING NON-WORKING HOURS. 35 B w 5 eo WIDTH Roaos uMPH TAPER TANGENT 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION 1RaxsPOR3asLE ArrExuAtoR RouaxEao ouraxcE a x11aL a eB 25130 MPH zootlzl 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS a CE= eo (FEET)25 30 35 40 45 50 55 60 65 70 REsmE uswsss T.E.olsTRlc URBAN STREETS zs MPH oR LEss 1oe'41z1 50170 40 80 OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. "a:orox,o�°Mf "'T`v"""�a 14Hf ip 105 150 205 270 450 500 550 — — — ALLsicxsaRE4W'Xx B—ON oRaxcE uxLsssomExmsE BALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS DsMDNaTEo. UNLESS OTHERWISE NOTED. 11 115 165 225 295 495 550 605 680 — — (1)Ansoaciny may H.aajucaaroac orcmod.t.im.rcxanae ramps, 35145 30 60 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE n'r.d.intersection.,.na driveways. 12 125 180 245 320 540 600 660 720 780 840 (2)THI..P.mg m.y u.red—d W of...d—y 25/30 20 40 onaition.. v A SIGN STAND U.P.O. POSTED SPEED LIMIT: DIRECTION: �'� �� CONTRACTOR: CONTACT NAME:City of Kent E o TYPE I BARRICADE PROJECT ADDRESS: Email: DRAWN BY: SPEED 71 8ve S&Willis St, Kent WA Ot FLAGGER LIMIT DATE AND TIME OF PROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA # 27160 40 -1/ PREPARED BY: DATE: SHEET NUMBER: WORK AREA/ CLOSURE BRISKE 18 ROAD CL O S UR KENT GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. om+�+ {� 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. AT 253-373-7442 A/TSSA # 27160 4.ALOERT KING COUNTTYOMETRO CONST UCTIONDISTRICT 10 DAYS INDVANCE 10 DAYSOIN ADVOANCE OF CLOSURES AT 206-477-1140 AND construction.coord@kingcounty.gov 5.SIGN SPACING MAY BE REDUCED IN URBAN AREAD TO FIT ROAD CONDITIONS. 6.ALL SIGNS MIN.48"X48"UNLESS OTHERWISE SPECIFIED. 7.ALL SPACING MAY BE ADJUSTED TO ACCOMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. 8.MAINTAIN PEDESTRIAN ACCESS ROUTES AT ALL TIMES DURING CONSTRUCTION. INTERURBAN TRAIL 9.PEDESTRIAN DETOUR SHALL BE IMPLEMENTED AS REQUIRED TO KEEP INTERURBAN TRAIL OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION. 10.UNEVEN LANES(W8-11),GROOVED PAVEMENT(W8-2001),AND MOTORCYCLES USE EXTREME CAUTIONS(W21-1701)SIGNS SHALL BE USED AS NEEDED PER ROS 47.36.200 AND WAC 468-95-305. 11.FLAGGER STATIONS SHALL BE ILLUMINIATED DURING HOURS OF DARKNESS BY FLOODLIGHTS THAT DO NOT CREAT CLARE THAT WOULD POSE A HAZARD FOR DRIVERS PER WAC 269-155-305 9(C). 12.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. WSDOT NOTES: 1.NOTIFY WSDOT CTCO 5 DAYS BEFORE STARTING WORK BY CONTACTING(206)440-4474 2.AT TIME OF WORK CALL WSDOT RADIO AT(206)440-4490 WHEN LANE/SHOULDER IS CLOSED,AND AGAIN WHEN LANE/SHOULDER IS LEAVE SIDEWALK OPEN OPENED.LEAVE CONTACT NAME AND MOBILE PHONE NUMBER WITH WSDOT RADIO 3.NOTIFY TRANSIT & TO BEGINNING WORK. TYPE 2 CONCRETET BARRIER 4.PEDESTRIANS A DGBICYLISTS SHALLECTED BE ACCOMMODATED THROUGHBUSINESSES 5 DAYSO HE WORK ZONE.ASSISTANCE OR SIGNED DETOUR SHALL BE PROVDED. 5.OSTORED ONNLY TWSDOT IAL IR/W DURING ON WORKING HOURS.PMENT AND MATERIALS SHALL BE N WSDOT RADIO R/W DURING WORK HOURS.NO EQUIPMENT OR MATERIALS SHALL ANCHORED ON HMA, UNANCHORED ON BE 6.DURING NON-WORKING HOURS AREA SHALL MEET CRITERIA IN WSDOT STD SPECD.1-07 23,INCLUDING,BUT NOT LIMITED TO,"DROP OFF"PROTECTION STAMPED CONCRETE PER TO BE EQUIPED 7.ALL CHANNELIZING DEVICES SHALL BE TRAFFIC SAFETY DRUMS UNLESS OTHERWISE NOTED.ANY CHANNELIZING DEVICES USED DURING HOURS WITH REFLECTORS 10' GAP OF DARKNESS SHALL HAVE STEADY BURN TYPE C LIGHTS ON THEM. KENT SPECIAL PROVISIONS KSP 8.ALL"W"SERIES SIGNS SHALL BE 48"X48"BLACK ON FLORESCENT ORANGE,AND MEET CURRENT WSDOT REFLECTIVITY SPECEFICICATIONS UNLESS OTHERWISE NOTED. 9.ALL"R"SERIED SIGNS SHALL BE BLACK ON WITE f W.S.D-O.T-R.O.W- :Np---UPRR R.O.W. : CITY OF KENT R.O.W. w o 0 ■ ■ 9�LU a ■ =)0 x _ ■ 1111 WILLIS ST CL L Ll ■ IMPACT ATTENUATOR 250' h �► PER 8-17 KENT , 4 SPECIAL PROVISIONS ; Shy (KSP). PLACE FACECn ' Distance OF ATTENUATOR 45' ' )o WEST OF THE WEST CHANNELIZING DEVICE SPACING(FEET) MOST RAIL. MPH TAPER TANGENT 50/70 40 80 14 TYPE 2 CONIC 0 35/45 30 60 BARTER. 18:1 TAPER SIGN SPACING=X(FEET)(1) OFFSET 4' OFF OF WIDE 25130 20 40 FREEWAY$&EXPRESSWAY$ 55/]O MPH 1500±PERMORAS V PER MUTCD) BUFFER DATA MINIMUM TAPER LENGTH IN FEET(L) RURAL HIGHWAYS 60165 MPH 800, LANE BUFFER SPACE=B RURAL ROADS 45155 MPH 5001± smml"ax, z5 w as 40 145 so 55 w LANE POSTED SPEED LIMIT(MPH) RURAL ROADS B URBAN ARTERIALS 35140 MPH 350'± iss zro zso aas am °zs 4"s sza ws WIDTH RURAL ROADS,URBAN ARTERIALS TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE=R (FEET) 25 30 35 40 45 50 55 60 65 70 RESIDENTIAL B BUSINESS DISTRICTS 25/30 MPH 200'±(2) URBAN STREETS 25 MPH OR LESS 100'±(2) 10 105 150 205 270 450 500 550 — — — ALL SIGNS ARE 48"X 48"BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. 45 MPH 41—H >55NPH ms uvH 4ss5N .S5 MPH 11 115 165 225 295 495 550 605 680 — — (1)All spacing may be adjusted to accommodate interchange ramps, at-grade intersections,and driveways. 1. 1za nr i° '� 1m 12 125 180 245 320 540 600 660 720 780 840 (2)This spacing may be reduced in urban areas to fit roadway conditions. SIGN STAND CRASH CUSION POSTED SPEED LIMIT: DIRECTION: CONTRACTOR: CONTACT NAME: City of Kent CONCRETE BARRIER PROJECT ADDRESS: Email: DRAWN BY: SPEED 74Ave S&Willis St, Kent WA FLAGGER LIMIT DATE AND TIME OFPROJECT: WORK DESCRIPTION: FLASHING ARROW BOARD BRISKE ATSSA # 27160 25 PREPARED BY: DATE: SHEET NUMBER: WORK AREA I CLOSURE BRISKE 1 PREVAILING WAGE RATES Willis Street Improvements/Leyrer A - 4 September 26, 2024 Project Number: 22-3029 9/26/24,7:26 AM Journey Level Wages 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: 10/10/2024 King County Trade fauebssi Wage Holiday Overtime Note Asbestos Abatement Journey Level $63.87 511) 1H Workers Boilermakers Journey Level $81.48 5N iC Brick Mason Journey Level $71.82 7E 1N Brick Mason Pointer-Caulker-Cleaner $71.82 7E 1N Building Service Employees Janitor $30.33 5S 2F Traveling Building Service Employees $30.78 SS 2F Waxer/Shampooer https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 1/46 9/26/24,7:26 AM Journey Level Wages Window Cleaner(Non- Building Service Employees $32.93 SS 2F Scaffold) Building Service Employees Window Cleaner(Scaffold) $33.93 SS 2F Cabinet Makers In Shop). Journey Level $22.74 1 Carpenters Acoustical Worker $78.96 iSJ 11111.11 Bridge Dock and Wharf Carpenters $80.50 iSJ 11111.11 9L Carpenter Floor Layer&Floor Carpenters $78.96 iSJ 11111.11 Finisher Carpenters General Carpenter $78.96 iSJ 11111.11 Carpenters Scaffold Erector $78.96 iSJ 11111.11 Application of all Cement Masons $77.30 iSJ 4111.11 Composition Mastic Application of all Epoxy Cement Masons $76.78 iSJ 4U Material Application of all Plastic Cement Masons $77.30 iSJ 4111.11 Material Application of Sealing Cement Masons $76.78 iSJ 4U Compound Application of Cement Masons $77.30 iSJ 4111.11 Underlayment Cement Masons Building General $76.78 iSJ 4111.11 https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 2/46 9/26/24,7:26 AM Journey Level Wages Composition or Kalman Cement Masons $77.30 15J 4U Floors Cement Masons Concrete Paving $76.78 15J 4111.11 Cement Masons Curb&Gutter Machine $77.30 15J 4111.11 Cement Masons Curb&Gutter,Sidewalks $76.78 15J 4111.11 Cement Masons Curing Concrete $76.78 15J 4111.11 Cement Masons Finish Colored Concrete $77.30 15J 4111.11 Cement Masons Floor Grinding $77.30 15J 4111.11 Cement Masons Floor Grinding/Polisher $76.78 15J 4111.11 Green Concrete Saw,self- Cement Masons $77.30 15J 4111.11 powered Cement Masons Grouting of all Plates $76.78 15J 4111.11 Grouting of all Tilt-up Cement Masons $76.78 15J 4111.11 Panels Cement Masons Gunite Nozzleman $77.30 15J 4111.11 Cement Masons Hand Powered Grinder $77.30 15J 4111.11 Cement Masons Journey Level $76.78 15J 4111.11 Cement Masons Patching Concrete $76.78 15J 4111.11 Cement Masons Pneumatic Power Tools $77.30 15J 4111.11 https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 3/46 9/26/24,7:26 AM Journey Level Wages Power Chipping& Cement Masons $77.30 15J 4111.11 Brushing Sand Blasting Cement Masons $77.30 15J 4111,11 Architectural Finish Screed &Rodding Cement Masons $77.30 15J 4111.11 Machine Spackling or Skim Coat Cement Masons $76.78 15J 4111,11 Concrete Troweling Machine Cement Masons $77.30 15J 4111.11 Operator Troweling Machine Cement Masons $77.30 15J 4111,11 Operator on Colored Slabs Cement Masons Tunnel Workers $77.30 15J 41111.11 Bell/Vehicle/Submersible Divers&Tenders Operator(not under $156.25 15J 11T 91 pressure) Divers&Tenders Dive Supervisor $157.75 15J 11T 91 Divers&Tenders Diver $156.25 15J 11T 91 Divers&Tenders Diver Tender $86.86 15J 11T 91 Hyperbaric Worker- Divers&Tenders Compressed Air Worker $118.99 15J 11111.11 0-30.00 PSI Divers&Tenders Hyperbaric Worker- $109.76 15J 11U Compressed Air Worker https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 4/46 9/26/24,7:26 AM Journey Level Wages 0-30.00 PSI Hyperbaric Worker- Divers&Tenders Compressed Air Worker $128.22 15J HU 44.01-54.00 PSI Hyperbaric Worker- Divers&Tenders Compressed Air Worker $137.45 15J HU 54.01-60.00 PSI Hyperbaric Worker- Divers&Tenders Compressed Air Worker $146.67 15J 11111.11 60.01-64.00 PSI Hyperbaric Worker- Divers&Tenders Compressed Air Worker $155.90 15J HU 64.01- 68.00 PSI Hyperbaric Worker- Divers&Tenders Compressed Air Worker $165.13 15J HU 68.01-70.00 PSI Hyperbaric Worker- Divers&Tenders Compressed Air Worker $174.36 15J HU 70.01-72.00 PSI Hyperbaric Worker- Divers&Tenders Compressed Air Worker $183.59 15J HU 72.01-74.00 PSI Divers&Tenders Lead Diver(Dive Master) $101.32 15J 11T 91 Manifold Operator(Life Divers&Tenders $86.86 15J 11T 91 Support Technician) https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 5/46 9/26/24,7:26 AM Journey Level Wages Remote Operated Vehicle Divers&Tenders $86.86 15J 11T 91 Operator/Technician Remote Operated Vehicle Divers&Tenders $86.86 15J 11T 91 Operator/Technician Remote Operated Vehicle Divers&Tenders $80.55 15J 11T 91 Tender Divers&Tenders Stand-by Diver $96.32 15J 11T 91 Dredge Workers Assistant Engineer $83.92 5D 3F Assistant Mate Dredge Workers $83.28 5D 3F (Deckhand) Dredge Workers Boatmen $83.92 5D 3F Dredge Workers Engineer Welder $85.53 5D 3F Dredge Workers Leverman, Hydraulic $87.24 5D 3F Dredge Workers Mates $83.92 5D 3F Dredge Workers Oiler $83.28 5D 3F Drywall Applicator Journey Level $78.76 150 11S Drywall Tapers Journey Level $78.76 150 11S Electrical Fixture Journey Level $38.69 5L 1E Maintenance Workers Electricians- Inside Cable Splicer $109.35 7C 4E https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 6/46 9/26/24,7:26 AM Journey Level Wages Electricians- Inside Cable Splicer(tunnel) $117.52 7C 4E Electricians- Inside GdWelder $105.63 7C 4E Electricians- Inside GdWelder(tunnel) $113.43 7C 4E Construction Stock Electricians- Inside $51.53 7C 4E Person Electricians- Inside Journey Level $101.92 7C 4E Electricians- Inside Journey Level (tunnel) $109.35 7C 4E Electricians- Motor Shop Journey Level $48.68 SA 1B Electricians- Powerline Cable Splicer $97.76 SA 4D Construction Electricians- Powerline @d tine Welder $89.71 SA 4D Construction Electricians- Powerline Groundperson $56.79 SA 4D Construction Electricians- Powerline Heavy Line Equipment $89.71 SA 4D Construction Operator Electricians- Powerline Journey Level Lineperson $89.71 SA 4D Construction Electricians- Powerline Line Equipment Operator $77.13 SA 4D Construction Electricians- Powerline Meter Installer $56.79 SA 4D 8W Construction https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 7/46 9/26/24,7:26 AM Journey Level Wages Electricians- Powerline Pole Sprayer $89.71 5A 4D Construction Electricians- Powerline Powderperson $66.84 5A 4D Construction Electronic Technicians Journey Level $65.66 7E 1E Elevator Constructors Mechanic $111.26 7D 4A Elevator Constructors Mechanic In Charge $120.27 7D 4A Fabricated Precast IUItOnssiln- $21.34 5B lR Concrete Products Factory Work Only Fence Erectors Fence Erector $54.65 15J 11P BY Fence Erectors Fence Laborer $54.65 15J 11P BY Flaggers Journey Level $54.65 15J 11P BY Glaziers Journey Level $82.16 7L lY Heat&Frost Insulators And Journey Level $91.81 15H 11C Asbestos Workers Heating Equipment Journey Level $99.92 7F 1E Mechanics Hod Carriers&Mason Journey Level $67.38 15J 11P BY Tenders Industrial Power Vacuum Journey Level $16.28 1 Cleaner Inland Boatmen Boat Operator $61.41 5B lK https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 8/46 9/26/24,7:26 AM Journey Level Wages Inland Boatmen Cook $56.48 5B 1K Inland Boatmen Deckhand $57.48 5B 1K Inland Boatmen Deckhand Engineer $58.81 5B 1K Inland Boatmen Launch Operator $58.89 5B 1K Inland Boatmen Mate $57.31 5B 1K Inspection/Cleaning/Sealing Of Sewer&Water Systems Cleaner Operator $51.27 15M 110 By Remote Control Inspection/Cleaning/Sealing Of Sewer&Water Systems Foamer Operator $51.27 15M 110 By Remote Control Inspection/Cleaning/Sealing Of Sewer&Water Systems Grout Truck Operator $51.27 15M 110 By Remote Control Inspection/Cleaning/Sealing Of Sewer&Water Systems Head Operator $49.20 15M 110 By Remote Control Inspection/Cleaning/Sealing Of Sewer&Water Systems Technician $42.99 15M 110 By Remote Control Inspection/Cleaning/Sealing Of Sewer&Water Systems TV Truck Operator $46.10 15M 110 By Remote Control Insulation Applicators Journey Level $78.96 15J 11U https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 9/46 9/26/24,7:26 AM Journey Level Wages Ironworkers Journeyman $87.80 15K 11N Air,Gas Or Electric Laborers $63.87 isi 11P 8Y Vibrating Screed Laborers Airtrac Drill Operator $65.75 isi 11P 8Y Laborers Ballast Regular Machine $63.87 isi 11P 8Y Laborers Batch Weighman $54.65 isi 11P 8Y Laborers Brick Pavers $63.87 isi 11P 8Y Laborers Brush Cutter $63.87 isi 11P 8Y Laborers Brush Hog Feeder $63.87 isi 11P 8Y Laborers Burner $63.87 isi 11P 8Y Laborers Caisson Worker $65.75 isi 11P 8Y Laborers Carpenter Tender $63.87 isi 11P 8Y Laborers Cement Dumper-paving $64.98 isi 11P 8Y Laborers Cement Finisher Tender $63.87 isi 11P 8Y Change House Or Dry Laborers $63.87 isi 11P BY Shack Chipping Gun (30 Lbs.And Laborers $64.98 isi 11P 8Y Over) Chipping Gun (Under 30 Laborers $63.87 isi 11P BY Lbs.) https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 10/46 9/26/24,7:26 AM Journey Level Wages Laborers Choker Setter $63.87 15J 11P 8Y Laborers Chuck Tender $63.87 15J 11P 8Y Laborers Clary Power Spreader $64.98 15J 11P 8Y Laborers Clean-up Laborer $63.87 15J 11P 8Y Concrete Dumper/Chute Laborers $64.98 15J 11P 8Y Operator Laborers Concrete Form Stripper $63.87 15J 11P 8Y Laborers Concrete Placement Crew $64.98 15J 11P 8Y Concrete Saw Laborers $64.98 15J 11P BY Operator/Core Driller Laborers Crusher Feeder $54.65 15J 11P 8Y Laborers Curing Laborer $63.87 15J 11P 8Y Demolition:Wrecking& Laborers Moving(Incl.Charred $63.87 15J 11P 8Y Material) Laborers Ditch Digger $63.87 15J 11P 8Y Laborers Diver $65.75 15J 11P 8Y Drill Operator(Hydraulic, Laborers $64.98 15J 11P 8Y Diamond) Laborers Dry Stack Walls $63.87 15J 11P BY https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 11/46 9/26/24,7:26 AM Journey Level Wages Laborers Dump Person $63.87 15J 11P 8Y Laborers Epoxy Technician $63.87 15J 11P 8Y Laborers Erosion Control Worker $63.87 15J 11P 8Y Laborers Faller&Bucker Chain Saw $64.98 15J 11P 8Y Laborers Fine Graders $63.87 15J 11P 8Y Laborers Firewatch $54.65 15J 11P 8Y Laborers Form Setter $64.98 15J 11P 8Y Laborers Gabian Basket Builders $63.87 15J 11P 8Y Laborers General Laborer $63.87 15J 11P 8Y Grade Checker&Transit Laborers $67.38 15J 11P 8Y Person Laborers Grinders $63.87 15J 11P 8Y Laborers Grout Machine Tender $63.87 15J 11P 8Y Groutmen (Pressure) Laborers Including Post Tension $64.98 15J 11P 8Y Beams Laborers Guardrail Erector $63.87 15J 11P BY Hazardous Waste Worker Laborers $65.75 15J 11P 8Y (Level A) https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 12/46 9/26/24,7:26 AM Journey Level Wages Hazardous Waste Worker Laborers $64.98 151 11P 8Y (Level B) Hazardous Waste Worker Laborers $63.87 15J 11P BY (Level Q Laborers High Scaler $65.75 15J 11P 8Y Laborers Jackhammer $64.98 15J 11P 8Y Laborers Laserbeam Operator $64.98 15J 11P 8Y Laborers Maintenance Person $63.87 15J 11P 8Y Laborers Manhole Builder-Mudman $64.98 15J 11P 8Y Laborers Material Yard Person $63.87 15J 11P 8Y Laborers Mold Abatement Worker $63.87 15J 11P 8Y Motorman-Dinky Laborers $67.48 15J 11P 8Y Locomotive nozzleman (concrete pump,green cutter when using combination of high pressure air&water on Laborers $67.38 15J 11P 8Y concrete&rock, sandblast,gunite, shotcrete,water blaster, vacuum blaster) Laborers Pavement Breaker $64.98 15J 11P 8Y https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 13/46 9/26/24,7:26 AM Journey Level Wages Laborers Pilot Car $54.65 15J 11P 8Y Laborers Pipe Layer(Lead) $67.38 15J 11P 8Y Laborers Pipe Layer/Tailor $64.98 15J 11P 8Y Laborers Pipe Pot Tender $64.98 15J 11P 8Y Laborers Pipe Reliner $64.98 15J 11P 8Y Laborers Pipe Wrapper $64.98 15J 11P 8Y Laborers Pot Tender $63.87 15J 11P 8Y Laborers Powderman $65.75 15J 11P 8Y Laborers Powderman's Helper $63.87 15J 11P 8Y Laborers Power Jacks $64.98 15J 11P 8Y Railroad Spike Puller- Laborers $64.98 15J 11P 8Y Power Laborers Raker-Asphalt $67.38 15J 11P 8Y Laborers Re-timberman $65.75 15J 11P 8Y Remote Equipment Laborers $64.98 15J 11P BY Operator Laborers Rigger/Signal Person $64.98 15J 11P 8Y Laborers Rip Rap Person $63.87 15J 11P 8Y https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 14/46 9/26/24,7:26 AM Journey Level Wages Laborers Rivet Buster $64.98 15J 11P 8Y Laborers Rodder $64.98 15J 11P 8Y Laborers Scaffold Erector $63.87 15J 11P 8Y Laborers Scale Person $63.87 15J 11P 8Y Laborers Sloper(Over 20") $64.98 15J 11P 8Y Laborers Sloper Sprayer $63.87 15J 11P 8Y Laborers Spreader(Concrete) $64.98 15J 11P 8Y Laborers Stake Hopper $63.87 15J 11P 8Y Laborers Stock Piler $63.87 15J 11P 8Y Swinging Laborers $54.65 15J 11P 8Y Stage/Boatswain Chair Tamper&Similar Electric, Laborers $64.98 15J 11P BY Air&Gas Operated Tools Tamper(Multiple&Self- Laborers $64.98 15J 11P 8Y propelled) Timber Person -Sewer Laborers $64.98 15J 11P BY (Lagger,Shorer&Cribber) Toolroom Person (at Laborers $63.87 15J 11P 8Y Jobsite) Laborers Topper $63.87 15J 11P 8Y https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 15/46 9/26/24,7:26 AM Journey Level Wages Laborers Track Laborer $63.87 15J 11P 8Y Laborers Track Liner(Power) $64.98 15J 11P 8Y Laborers ErGbntrol Laborer $58.20 15J 11P 9C Laborers ErGbntrol Supervisor $61.47 15J 11P 9C Laborers Truck Spotter $63.87 15J 11P 8Y Laborers Tugger Operator $64.98 15J 11P 8Y Tunnel Work-Compressed Laborers $200.40 15J 11P 9B Air Worker 0-30 psi Tunnel Work-Compressed Laborers Air Worker 30.01-44.00 $205.43 15J 11P 9B psi Tunnel Work-Compressed Laborers Air Worker 44.01-54.00 $209.11 15J 11P 9B psi Tunnel Work-Compressed Laborers Air Worker 54.01-60.00 $214.81 15J 11P 9B psi Tunnel Work-Compressed Laborers Air Worker 60.01-64.00 $216.93 15J 11P 9B psi Tunnel Work-Compressed Laborers Air Worker 64.01-68.00 $222.03 15J 11P 9B psi https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 16/46 9/26/24,7:26 AM Journey Level Wages Tunnel Work-Compressed Laborers Air Worker 68.01-70.00 $223.93 isi 11P 9B psi Tunnel Work-Compressed Laborers Air Worker 70.01-72.00 $225.93 isi 11P 9B psi Tunnel Work-Compressed Laborers Air Worker 72.01-74.00 $227.93 isi 11P 9B psi Tunnel Work-Guage and Laborers $67.48 isi 11P 8Y Lock Tender Laborers Tunnel Work-Miner $67.48 isi 11P 8Y Laborers Vibrator $64.98 isi 11P 8Y Laborers Vinyl Seamer $63.87 isi 11P 8Y Laborers Watchman $49.97 isi 11P 8Y Laborers Welder $64.98 isi 11P 8Y Laborers Well Point Laborer $64.98 isi 11P 8Y Laborers Window Washer/Cleaner $49.97 isi 11P 8Y Laborers- Underground General Laborer& $63.87 isi 11P 8Y Sewer&Water Topman Laborers- Underground Pipe Layer $64.98 isi 11P 8Y Sewer&Water https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 17/46 9/26/24,7:26 AM Journey Level Wages Landscape Landscape Construction Construction/Landscaping $49.97 isi 11P SY Or Planting Laborers Landscape Construction Landscape Operator $86.05 isi 11G 8X Landscape Maintenance Groundskeeper $17.87 1 Lathers Journey Level $78.76 iso its Marble Setters Journey Level $71.82 7E 1N Metal Fabrication (In Shop). fidtwofflti $42.17 iSl 11E Metal Fabrication (In Shop). General Laborer $30.07 1S1 11E Metal Fabrication (In Shop). Mechanic $43.63 isi 11E Metal Fabrication (In Shop). Welder/Burner $39.28 iSl 11E Millwright Journey Level $80.28 SA 1B Modular Buildings Cabinet Assembly $16.28 1 Modular Buildings Electrician $16.28 1 Modular Buildings Equipment Maintenance $16.28 1 Modular Buildings Plumber $16.28 1 Modular Buildings Production Worker $16.28 1 Modular Buildings Tool Maintenance $16.28 1 https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 18/46 9/26/24,7:26 AM Journey Level Wages Modular Buildings Utility Person $16.28 1 Modular Buildings Welder $16.28 1 Painters Journey Level $51.71 6Z 11.111 Pile Driver Crew Tender $86.81 15J 11111.11 9L Pile Driver Journey Level $80.50 15J 11111.11 9L Plasterers Journey Level $73.54 7Q 1R Plasterers Nozzleman $77.54 7Q 1R Playground&Park Journey Level $16.28 1 Equipment Installers Plumbers& Pipetters Journey Level $105.59 6Z 1G Power Equipment Asphalt Plant Operators $87.49 15J 11G 8X Operators Power Equipment Assistant Engineer $82.29 15J 11G 8X Operators Power Equipment Barrier Machine(zipper) $86.71 15J 11G 8X Operators Power Equipment Batch Plant Operator: $86.71 15J 11G 8X Operators concrete Power Equipment Boat Operator $87.82 7A 11H 8X Operators Power Equipment Bobcat $82.29 15J 11G 8X Operators https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 19/46 9/26/24,7:26 AM Journey Level Wages Power Equipment Brokk- Remote $82.29 15J 11G 8X Operators Demolition Equipment Power Equipment Brooms $82.29 15J 11G 8X Operators Power Equipment Bump Cutter $86.71 1si 11G 8X Operators Power Equipment Cableways $87.49 15J 11G 8X Operators Power Equipment Chipper $86.71 15J 11G 8X Operators Power Equipment Compressor $82.29 15J 11G 8X Operators Power Equipment Concrete Finish Machine- $82.29 15J 11G 8X Operators Laser Screed Concrete Pump- Mounted Power Equipment Or Trailer High Pressure $86.05 1si 11G 8X Operators Line Pump, Pump High Pressure Concrete Pump:Truck Power Equipment Mount With Boom $87.49 15J 11G 8X Operators Attachment Over 42 M Concrete Pump:Truck Power Equipment Mount With Boom $86.71 15J 11G 8X Operators Attachment Up To 42m Power Equipment Conveyors $86.05 15J 11G 8X Operators https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 20/46 9/26/24,7:26 AM Journey Level Wages Power Equipment Cranes Friction:200 tons $90.46 7A 11H 8X Operators and over Power Equipment Cranes,A-frame:10 tons $82.59 7A 11H 8X Operators and under Cranes:100 tons through Power Equipment 199 tons,or 150'of boom $88.67 7A 11H 8X Operators (including jib with attachments) Power Equipment Cranes:20 tons through $87.03 7A 11H 8X Operators 44 tons with attachments Cranes:200 tons-299 Power Equipment tons,or 250'of boom $89.60 7A 11H 8X Operators including jib with attachments Cranes:300 tons and over Power Equipment or 300'of boom including $90.46 7A 11H 8X Operators jib with attachments Cranes:45 tons through Power Equipment 99 tons, under 150'of $87.82 7A 11H 8X Operators boom(includingjib with attachments) Power Equipment Cranes: Friction cranes $89.60 7A 11H 8X Operators through 199 tons Cranes:through 19 tons Power Equipment with attachments,a-frame $86.36 7A 11H 8X Operators over 10 tons https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 21/46 9/26/24,7:26 AM Journey Level Wages Power Equipment Crusher $86.71 15J 11G 8X Operators Power Equipment Deck Engineer/Deck $86.71 15J 11G 8X Operators Winches(power) Power Equipment Derricks,On Building $87.82 7A 11H 8X Operators Work Power Equipment Dozers D-9&Under $86.05 15J 11G 8X Operators Power Equipment Drill Oilers:Auger Type, $86.05 15J 11G 8X Operators Truck Or Crane Mount Power Equipment Drilling Machine $88.36 15J 11G 8X Operators Power Equipment Elevator and man-lift: $82.29 15J 11G 8X Operators permanent and shaft type Finishing Machine, Bidwell Power Equipment And Gamaco&Similar $86.71 15J 11G 8X Operators Equipment Power Equipment Forklift:3000 Ibs and over $86.05 15J 11G 8X Operators with attachments Power Equipment Forklifts:under 3000 lbs. $82.29 15J 11G 8X Operators with attachments Grade Engineer: Using Power Equipment Blue Prints,Cut Sheets, $86.71 15J 11G 8X Operators Etc Power Equipment Gradechecker/Stakeman $82.29 15J 11G 8X Operators https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 22/46 9/26/24,7:26 AM Journey Level Wages Power Equipment Guardrail Punch $86.71 15J 11G 8X Operators Hard Tail End Dump Power Equipment Articulating Off- Road $87.49 1si 11G 8X Operators Equipment 45 Yards.& Over Hard Tail End Dump Power Equipment Articulating Off-road $86.71 1si 11G 8X Operators Equipment Under 45 Yards Power Equipment Horizontal/Directional Drill $86.05 15J 11G 8X Operators Locator Power Equipment Horizontal/Directional Drill $86.71 15J 11G 8X Operators Operator Power Equipment Hydralifts/Boom Trucks $86.36 7A 11H 8X Operators Over 10 Tons Power Equipment Hydralifts/boom trucks:10 $82.59 7A 11H 8X Operators tons and under Power Equipment Leverman $89.27 15J 11G 8X Operators Power Equipment Loader,Overhead,6 Yards. $87.49 1si 11G 8X Operators But Not Including 8 Yards Power Equipment Loaders,Overhead Under $86.71 15J 11G 8X Operators 6 Yards Power Equipment Loaders, Plant Feed $86.71 15J 11G 8X Operators https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 23/46 9/26/24,7:26 AM Journey Level Wages Power Equipment Loaders: Elevating Type $86.05 15J 11G 8X Operators Belt Power Equipment Locomotives,All $86.71 15J 11G 8X Operators Power Equipment Material Transfer Device $86.71 15J 11G 8X Operators Mechanics:All (Leadmen- Power Equipment $0.50 per hour over $88.36 15J 11G 8X Operators mechanic) Power Equipment Motor Patrol Graders $87.49 15J 11G 8X Operators Mucking Machine, Mole, Power Equipment Tunnel Drill, Boring, Road $87.49 15J 11G 8X Operators Header And/or Shield Oil Distributors, Blower Power Equipment Distribution&Mulch $82.29 15J 11G 8X Operators Seeding Operator Outside Hoists(Elevators Power Equipment and Manlifts),Air Tuggers, $86.05 15J 11G 8X Operators Strato Overhead,bridge type Power Equipment Crane:20 tons through 44 $87.03 7A 11H 8X Operators tons Power Equipment Overhead,bridge type: $88.67 7A 11H 8X Operators 100 tons and over https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 24/46 9/26/24,7:26 AM Journey Level Wages Power Equipment Overhead,bridge type:45 $87.82 7A 11H 8X Operators tons through 99 tons Power Equipment Pavement Breaker $82.29 15J 11G 8X Operators Power Equipment Pile Driver(other Than $86.71 1si 11G 8X Operators Crane Mount) Power Equipment Plant Oiler-Asphalt, $86.05 15J 11G 8X Operators Crusher Power Equipment Posthole Digger, $82.29 15J 11G 8X Operators Mechanical Power Equipment Power Plant $82.29 15J 11G 8X Operators Power Equipment Pumps-Water $82.29 15J 11G 8X Operators Power Equipment Quad 9, Hd 41, D10 And $87.49 15J 11G 8X Operators Over Quick Tower:no cab, Power Equipment under 100 feet in height $86.71 15J 11G 8X Operators base to boom Remote Control Operator Power Equipment On Rubber Tired Earth $87.49 1si 11G 8X Operators Moving Equipment Power Equipment Rigger and Bellman $82.59 7A 11H 8X Operators Power Equipment Rigger/Signal Person, $86.36 7A 11H 8X Operators 86)Iman(Certi https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 25/46 9/26/24,7:26 AM Journey Level Wages Power Equipment Rollagon $87.49 15J 11G 8X Operators Power Equipment Roller,Other Than Plant $82.29 15J 11G 8X Operators Mix Power Equipment Roller, Plant Mix Or Multi- $86.05 1si 11G 8X Operators lift Materials Power Equipment Roto-mill, Roto-grinder $86.71 15J 11G 8X Operators Power Equipment Saws-Concrete $86.05 15J 11G 8X Operators Power Equipment Scraper,Self Propelled $86.71 15J 11G 8X Operators Under 45 Yards Power Equipment Scrapers- Concrete& $86.05 15J 11G 8X Operators Carry All Power Equipment Scrapers,Self-propelled: $87.49 15J 11G 8X Operators 45 Yards And Over Power Equipment Service Engineers: $86.05 15J 11G 8X Operators Equipment Power Equipment Shotcrete/Gunite $82.29 15J 11G 8X Operators Equipment Shovel, Excavator, Power Equipment Backhoe,Tractors Under $86.05 15J 11G 8X Operators 15 Metric Tons Shovel, Excavator, Power Equipment Backhoe:Over 30 Metric $87.49 1si 11G 8X Operators Tons To 50 Metric Tons https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 26/46 9/26/24,7:26 AM Journey Level Wages Shovel, Excavator, Power Equipment Backhoes,Tractors:15 To $86.71 15J 11G 8X Operators 30 Metric Tons Shovel, Excavator, Power Equipment Backhoes:Over 50 Metric $88.36 15J 11G 8X Operators Tons To 90 Metric Tons Shovel, Excavator, Power Equipment Backhoes:Over 90 Metric $89.27 15J 11G 8X Operators Tons Power Equipment Slipform Pavers $87.49 15J 11G 8X Operators Power Equipment Spreader,Topsider& $87.49 15J 11G 8X Operators Screedman Power Equipment Subgrader Trimmer $86.71 15J 11G 8X Operators Power Equipment Tower Bucket Elevators $86.05 15J 11G 8X Operators Tower Crane:over 175' Power Equipment through 250' in height, $89.60 7A 11H 8X Operators base to boom Power Equipment Tower crane:up to 175' in $88.67 7A 11H 8X Operators height base to boom Power Equipment Tower Cranes:over 250' in $90.46 7A 11H 8X Operators height from base to boom Power Equipment Transporters,All Track Or $87.49 15J 11G 8X Operators Truck Type https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 27/46 9/26/24,7:26 AM Journey Level Wages Power Equipment Trenching Machines $86.05 15J 11G 8X Operators Power Equipment Truck Crane Oiler/Driver: $87.03 7A 11H 8X Operators 100 tons and over Power Equipment Truck crane oiler/driver: $86.36 7A 11H 8X Operators under 100 tons Power Equipment Truck Mount Portable $86.71 15J 11G 8X Operators Conveyor Power Equipment Vac Truck(Vactor Guzzler, $86.71 15J 11G 8X Operators Hydro Excavator) Power Equipment Welder $87.49 15J 11G 8X Operators Power Equipment Wheel Tractors, Farmall $82.29 15J 11G 8X Operators Type Power Equipment Yo Yo Pay Dozer $86.71 15J 11G 8X Operators Power Equipment Operators- Underground Asphalt Plant Operators $87.49 15J 11G 8X Sewer&Water Power Equipment Operators- Underground Assistant Engineer $82.29 15J 11G 8X Sewer&Water Power Equipment Operators- Underground Barrier Machine(zipper) $86.71 15J 11G 8X Sewer&Water https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 28/46 9/26/24,7:26 AM Journey Level Wages Power Equipment Batch Plant Operator, Operators- Underground $86.71 15J 11G 8X Concrete Sewer&Water Power Equipment Operators- Underground Boat Operator $87.82 7A 11H 8X Sewer&Water Power Equipment Operators- Underground Bobcat $82.29 15J 11G 8X Sewer&Water Power Equipment Brokk- Remote Operators- Underground $82.29 15J 11G 8X Demolition Equipment Sewer&Water Power Equipment Operators- Underground Brooms $82.29 15J 11G 8X Sewer&Water Power Equipment Operators- Underground Bump Cutter $86.71 1si 11G 8X Sewer&Water Power Equipment Operators- Underground Cableways $87.49 15J 11G 8X Sewer&Water Power Equipment Operators- Underground Chipper $86.71 15J 11G 8X Sewer&Water Power Equipment Operators- Underground Compressor $82.29 15J 11G 8X Sewer&Water https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 29/46 9/26/24,7:26 AM Journey Level Wages Power Equipment Concrete Finish Machine- Operators- Underground $82.29 15J 11G 8X Laser Screed Sewer&Water Concrete Pump- Mounted Power Equipment Or Trailer High Pressure Operators- Underground $86.05 15J 11G 8X Line Pump, Pump High Sewer&Water Pressure Power Equipment Concrete Pump:Truck Operators- Underground Mount With Boom $87.49 15J 11G 8X Sewer&Water Attachment Over 42 M Power Equipment Concrete Pump:Truck Operators- Underground Mount With Boom $86.71 15J 11G 8X Sewer&Water Attachment Up To 42m Power Equipment Operators- Underground Conveyors $86.05 15J 11G 8X Sewer&Water Power Equipment Cranes Friction:200 tons Operators- Underground $90.46 7A 11H 8X and over Sewer&Water Power Equipment Cranes,A-frame:10 tons Operators- Underground $82.59 7A 11H 8X and under Sewer&Water Cranes:100 tons through Power Equipment 199 tons,or 150'of boom Operators- Underground $88.67 7A 11H 8X (includingjib with Sewer&Water attachments) https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 30/46 9/26/24,7:26 AM Journey Level Wages Power Equipment Cranes:20 tons through Operators- Underground $87.03 7A 11H 8X 44 tons with attachments Sewer&Water Cranes:200 tons-299 Power Equipment tons,or 250'of boom Operators- Underground $89.60 7A 11H 8X including jib with Sewer&Water attachments Power Equipment Cranes:300 tons and over Operators- Underground or 300'of boom including $90.46 7A 11H 8X Sewer&Water jib with attachments Cranes:45 tons through Power Equipment 99 tons, under 150'of Operators- Underground $87.82 7A 11H 8X boom(includingjib with Sewer&Water attachments) Power Equipment Cranes: Friction cranes Operators- Underground $89.60 7A 11H 8X through 199 tons Sewer&Water Power Equipment Cranes:through 19 tons Operators- Underground with attachments,a-frame $86.36 7A 11H 8X Sewer&Water over 10 tons Power Equipment Operators- Underground Crusher $86.71 15J 11G 8X Sewer&Water Power Equipment Deck Engineer/Deck Operators- Underground $86.71 15J 11G 8X Winches(power) Sewer&Water https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 31/46 9/26/24,7:26 AM Journey Level Wages Power Equipment Derricks,On Building Operators- Underground $87.82 7A 11H 8X Work Sewer&Water Power Equipment Operators- Underground Dozers D-9&Under $86.05 15J 11G 8X Sewer&Water Power Equipment Drill Oilers:Auger Type, Operators- Underground $86.05 15J 11G 8X Truck Or Crane Mount Sewer&Water Power Equipment Operators- Underground Drilling Machine $88.36 15J 11G 8X Sewer&Water Power Equipment Elevator and man-lift: Operators- Underground $82.29 15J 11G 8X permanent and shaft type Sewer&Water Power Equipment Finishing Machine, Bidwell Operators- Underground And Gamaco&Similar $86.71 15J 11G 8X Sewer&Water Equipment Power Equipment Forklift:3000 Ibs and over Operators- Underground $86.05 15J 11G 8X with attachments Sewer&Water Power Equipment Forklifts:under 3000 lbs. Operators- Underground $82.29 15J 11G 8X with attachments Sewer&Water Power Equipment Grade Engineer: Using Operators- Underground Blue Prints,Cut Sheets, $86.71 15J 11G 8X Sewer&Water Etc https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 32/46 9/26/24,7:26 AM Journey Level Wages Power Equipment Operators- Underground Gradechecker/Stakeman $82.29 15J 11G 8X Sewer&Water Power Equipment Operators- Underground Guardrail Punch $86.71 isi 11G 8X Sewer&Water Hard Tail End Dump Power Equipment Articulating Off- Road Operators- Underground $87.49 1si 11G 8X Equipment 45 Yards.& Sewer&Water Over Hard Tail End Dump Power Equipment Articulating Off-road Operators- Underground $86.71 1si 11G 8X Equipment Under 45 Sewer&Water Yards Power Equipment Horizontal/Directional Drill Operators- Underground $86.05 15J 11G 8X Locator Sewer&Water Power Equipment Horizontal/Directional Drill Operators- Underground $86.71 15J 11G 8X Operator Sewer&Water Power Equipment Hydralifts/boom trucks:10 Operators- Underground $82.59 7A 11H 8X tons and under Sewer&Water Power Equipment Hydralifts/boom trucks: Operators- Underground $86.36 7A 11H 8X over 10 tons Sewer&Water Power Equipment Leverman $89.27 1si 11G 8X Operators- Underground https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 33/46 9/26/24,7:26 AM Journey Level Wages Sewer&Water Power Equipment Loader,Overhead,6 Yards. Operators- Underground $87.49 15J 11G 8X But Not Including 8 Yards Sewer&Water Power Equipment Loaders,Overhead Under Operators- Underground $86.71 15J 11G 8X 6 Yards Sewer&Water Power Equipment Operators- Underground Loaders, Plant Feed $86.71 isi 11G 8X Sewer&Water Power Equipment Loaders: Elevating Type Operators- Underground $86.05 15J 11G 8X Belt Sewer&Water Power Equipment Operators- Underground Locomotives,All $86.71 15J 11G 8X Sewer&Water Power Equipment Operators- Underground Material Transfer Device $86.71 1si 11G 8X Sewer&Water Power Equipment Mechanics:All (Leadmen- Operators- Underground $0.50 per hour over $88.36 1si 11G 8X Sewer&Water mechanic) Power Equipment Operators- Underground Motor Patrol Graders $87.49 15J 11G 8X Sewer&Water Power Equipment Mucking Machine, Mole, $87.49 15J 11G 8X Operators- Underground Tunnel Drill, Boring, Road https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 34/46 9/26/24,7:26 AM Journey Level Wages Sewer&Water Header And/or Shield Power Equipment Oil Distributors, Blower Operators- Underground Distribution&Mulch $82.29 15J 11G 8X Sewer&Water Seeding Operator Power Equipment Outside Hoists(Elevators Operators- Underground and Manlifts),Air Tuggers, $86.05 15J 11G 8X Sewer&Water Strato Power Equipment Overhead,bridge type Operators- Underground Crane:20 tons through 44 $87.03 7A 11H 8X Sewer&Water tons Power Equipment Overhead,bridge type: Operators- Underground $88.67 7A 11H 8X 100 tons and over Sewer&Water Power Equipment Overhead,bridge type:45 Operators- Underground $87.82 7A 11H 8X tons through 99 tons Sewer&Water Power Equipment Operators- Underground Pavement Breaker $82.29 15J 11G 8X Sewer&Water Power Equipment Pile Driver(other Than Operators- Underground $86.71 15J 11G 8X Crane Mount) Sewer&Water Power Equipment Plant Oiler-Asphalt, Operators- Underground $86.05 15J 11G 8X Crusher Sewer&Water Power Equipment Posthole Digger, $82.29 15J 11G 8X Operators- Underground Mechanical https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 35/46 9/26/24,7:26 AM Journey Level Wages Sewer&Water Power Equipment Operators- Underground Power Plant $82.29 isi 11G 8X Sewer&Water Power Equipment Operators- Underground Pumps-Water $82.29 isi 11G 8X Sewer&Water Power Equipment Quad 9, Hd 41, D10 And Operators- Underground $87.49 isi 11G 8X Over Sewer&Water Power Equipment Quick Tower:no cab, Operators- Underground under 100 feet in height $86.71 isi 11G 8X Sewer&Water base to boom Power Equipment Remote Control Operator Operators- Underground On Rubber Tired Earth $87.49 isi 11G 8X Sewer&Water Moving Equipment Power Equipment Operators- Underground Rigger and Bellman $82.59 7A 11H 8X Sewer&Water Power Equipment Rigger/Signal Person, Operators- Underground $86.36 7A 11H 8X 86)Iman(Certi Sewer&Water Power Equipment Operators- Underground Rollagon $87.49 isi 11G 8X Sewer&Water Power Equipment Roller,Other Than Plant $82.29 isi 11G 8X Operators- Underground Mix https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 36/46 9/26/24,7:26 AM Journey Level Wages Sewer&Water Power Equipment Roller, Plant Mix Or Multi- Operators- Underground $86.05 15J 11G 8X lift Materials Sewer&Water Power Equipment Operators- Underground Roto-mill, Roto-grinder $86.71 15J 11G 8X Sewer&Water Power Equipment Operators- Underground Saws-Concrete $86.05 isi 11G 8X Sewer&Water Power Equipment Scraper,Self Propelled Operators- Underground $86.71 15J 11G 8X Under 45 Yards Sewer&Water Power Equipment Scrapers- Concrete& Operators- Underground $86.05 15J 11G 8X Carry All Sewer&Water Power Equipment Scrapers,Self-propelled: Operators- Underground $87.49 15J 11G 8X 45 Yards And Over Sewer&Water Power Equipment Shotcrete/Gunite Operators- Underground $82.29 1si 11G 8X Equipment Sewer&Water Power Equipment Shovel, Excavator, Operators- Underground Backhoe,Tractors Under $86.05 1si 11G 8X Sewer&Water 15 Metric Tons Power Equipment Shovel, Excavator, $87.49 15J 11G 8X Operators- Underground Backhoe:Over 30 Metric https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 37/46 9/26/24,7:26 AM Journey Level Wages Sewer&Water Tons To 50 Metric Tons Power Equipment Shovel, Excavator, Operators- Underground Backhoes,Tractors:15 To $86.71 15J 11G 8X Sewer&Water 30 Metric Tons Power Equipment Shovel, Excavator, Operators- Underground Backhoes:Over 50 Metric $88.36 15J 11G 8X Sewer&Water Tons To 90 Metric Tons Power Equipment Shovel, Excavator, Operators- Underground Backhoes:Over 90 Metric $89.27 15J 11G 8X Sewer&Water Tons Power Equipment Operators- Underground Slipform Pavers $87.49 15J 11G 8X Sewer&Water Power Equipment Spreader,Topsider& Operators- Underground $87.49 15J 11G 8X Screedman Sewer&Water Power Equipment Operators- Underground Subgrader Trimmer $86.71 15J 11G 8X Sewer&Water Power Equipment Operators- Underground Tower Bucket Elevators $86.05 15J 11G 8X Sewer&Water Power Equipment Tower Crane:over 175' Operators- Underground through 250' in height, $89.60 7A 11H 8X Sewer&Water base to boom Power Equipment Tower crane:up to 175' in $88.67 7A 11H 8X Operators- Underground height base to boom https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 38/46 9/26/24,7:26 AM Journey Level Wages Sewer&Water Power Equipment Tower Cranes:over 250' in Operators- Underground $90.46 7A 11H 8X height from base to boom Sewer&Water Power Equipment Transporters,All Track Or Operators- Underground $87.49 15J 11G 8X Truck Type Sewer&Water Power Equipment Operators- Underground Trenching Machines $86.05 15J 11G 8X Sewer&Water Power Equipment Truck Crane Oiler/Driver: Operators- Underground $87.03 7A 11H 8X 100 tons and over Sewer&Water Power Equipment Truck crane oiler/driver: Operators- Underground $86.36 7A 11H 8X under 100 tons Sewer&Water Power Equipment Truck Mount Portable Operators- Underground $86.71 15J 11G 8X Conveyor Sewer&Water Power Equipment Vac Truck(Vactor Guzzler, Operators- Underground $86.71 15J 11G 8X Hydro Excavator) Sewer&Water Power Equipment Operators- Underground Welder $87.49 15J 11G 8X Sewer&Water Power Equipment Wheel Tractors, Farmall $82.29 15J 11G 8X Operators- Underground Type https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 39/46 9/26/24,7:26 AM Journey Level Wages Sewer&Water Power Equipment Operators- Underground Yo Yo Pay Dozer $86.71 iSJ 11G 8X Sewer&Water Power Line Clearance Tree Journey Level In Charge $61.73 SA 4A Trimmers Power Line Clearance Tree Spray Person $58.44 SA 4A Trimmers Power Line Clearance Tree Tree Equipment Operator $61.73 SA 4A Trimmers Power Line Clearance Tree Tree Trimmer $55.14 SA 4A Trimmers Power Line Clearance Tree Tree Trimmer $41.68 SA 4A Trimmers Groundperson Refrigeration&Air Journey Level $98.07 6Z 1G Conditioning Mechanics Residential Brick Mason Journey Level $71.82 7E 1N Residential Carpenters Journey Level $36.44 1 Residential Cement Masons Journey Level $46.64 1 Residential Drywall Journey Level $78.76 iSJ 4C Applicators Residential Drywall Tapers Journey Level $36.36 1 Residential Electricians Journey Level $48.80 1 https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 40/46 9/26/24,7:26 AM Journey Level Wages Residential Glaziers Journey Level $28.93 1 Residential Insulation Journey Level $28.18 1 Applicators Residential Laborers Journey Level $29.73 1 Residential Marble Setters Journey Level $27.38 1 Residential Painters Journey Level $23.47 1 Residential Plumbers& Journey Level $45.40 1 Pipetters Residential Refrigeration& Journey Level $99.92 7F 1E Air Conditioning Mechanics Residential Sheet Metal Journey Level $99.92 7F 1E Workers Residential Soft Floor Journey Level $59.52 SA 3J Layers Residential Sprinkler Fitters Journey Level $63.61 1 (Fire Protection) Residential Stone Masons Journey Level $71.82 7E 1N Residential Terrazzo Journey Level $67.51 7E 1N Workers Residential Terrazzo/Tile Journey Level $24.39 1 Finishers Residential Tile Setters Journey Level $21.04 1 https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 41/46 9/26/24,7:26 AM Journey Level Wages Roofers Journey Level $64.45 SA 3H Using Irritable Bituminous Roofers $67.39 SA 3H Materials Journey Level (Field or Sheet Metal Workers $99.92 7F 1E Shop) New Construction Shipbuilding&Ship Repair $58.93 7X 4J Boilermaker New Construction Shipbuilding&Ship Repair $51.85 7X 4J Carpenter New Construction Crane Shipbuilding&Ship Repair $43.00 7V 1 Operator New Construction Shipbuilding&Ship Repair $58.98 7X 4J Electrician New Construction Heat& Shipbuilding&Ship Repair $91.81 1SH 11C Frost Insulator Shipbuilding&Ship Repair New Construction Laborer $58.60 7X 4.111 New Construction Shipbuilding&Ship Repair $58.79 7X 4J Machinist New Construction Shipbuilding&Ship Repair $43.00 7V 1 Operating Engineer Shipbuilding&Ship Repair New Construction Painter $58.72 7X 4.111 New Construction Shipbuilding&Ship Repair $59.07 7X 4J Pipefter https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 42/46 9/26/24,7:26 AM Journey Level Wages Shipbuilding&Ship Repair New Construction Rigger $58.93 7X 4J New Construction Sheet Shipbuilding&Ship Repair $58.68 7X 4J Metal New Construction Shipbuilding&Ship Repair $51.85 7X 4.111 Shipwright New Construction Shipbuilding&Ship Repair $43.00 7V 1 Warehouse/Teamster New Construction Welder Shipbuilding&Ship Repair $58.93 7X 4.111 /Burner Shipbuilding&Ship Repair Ship Repair Boilermaker $58.93 7X 4.111 Shipbuilding&Ship Repair Ship Repair Carpenter $51.85 7X 4J Ship Repair Crane Shipbuilding&Ship Repair $45.06 7Y 4K Operator Shipbuilding&Ship Repair Ship Repair Electrician $58.98 7X 4J Ship Repair Heat&Frost Shipbuilding&Ship Repair $91.81 15H 11C Insulator Shipbuilding&Ship Repair Ship Repair Laborer $58.60 7X 4.111 Shipbuilding&Ship Repair Ship Repair Machinist $58.79 7X 4J Ship Repair Operating Shipbuilding&Ship Repair $45.06 7Y 4K Engineer Shipbuilding&Ship Repair Ship Repair Painter $58.72 7X 4.111 Shipbuilding&Ship Repair Ship Repair Pipetter $59.07 7X 4.111 https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 43/46 9/26/24,7:26 AM Journey Level Wages Shipbuilding&Ship Repair Ship Repair Rigger $58.93 7X 4.111 Shipbuilding&Ship Repair Ship Repair Sheet Metal $58.68 7X 4J Shipbuilding&Ship Repair Ship Repair Shipwright $51.85 7X 4.111 Ship Repair Warehouse/ Shipbuilding&Ship Repair $45.06 7Y 4K Teamster Sign Makers&Installers Journey Level $58.04 O 1 .(Electrical). Sign Makers& Installers Journey Level $37.08 O 1 .(Non-Electrical). Soft Floor Layers Journey Level $78.98 151 4C Solar Controls For Windows Journey Level $16.28 1 Sprinkler Fitters(Fire Journey Level $96.99 5C ix Protection). Stage Rigging Mechanics Journey Level $16.28 1 .(Non Structural). Stone Masons Journey Level $71.82 7E 1N Street And Parking Lot Journey Level $19.09 1 Sweeper Workers Assistant Construction Surveyors $86.36 7A 11H 8X Site Surveyor Surveyors Chainman $82.59 7A 11H 8X https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 44/46 9/26/24,7:26 AM Journey Level Wages Construction Site Surveyors $87.82 7A 11H 8X Surveyor Drone Operator(when Surveyors used in conjunction with $82.59 7A 11H 8X survey work only) Ground Penetrating Radar Surveyors $82.59 7A 11H 8X Operator Telecommunication Journey Level $65.66 7E 1E Technicians Telephone Line Cable Splicer $41.35 SA 2B Construction -Outside Telephone Line Hole Digger/Ground $27.31 SA 2B Construction - Outside Person Telephone Line Telephone Equipment $34.53 SA 2B Construction -Outside Operator(Light) Telephone Line Telephone Lineperson $39.07 SA 2B Construction -Outside Terrazzo Workers Journey Level $67.51 7E 1N Tile Setters Journey Level $65.51 7E 1N Tile, Marble&Terrazzo Finisher $56.34 7E 1N Finishers Er@6ntrol Stripers Journey Level $92.44 1SL 1K Truck Drivers Asphalt Mix Over 16 Yards $79.40 15J 11M 8L https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 45/46 9/26/24,7:26 AM Journey Level Wages Truck Drivers Asphalt Mix To 16 Yards $78.56 151 11M 8L Truck Drivers Dump Truck $78.56 15J 11M 8L Truck Drivers Dump Truck&Trailer $79.40 15J 11M 8L Truck Drivers Other Trucks $79.40 15J 11M 8L Truck Drivers- Ready Mix Transit Mix $79.40 15J 11M 8L Well Drillers&Irrigation Irrigation Pump Installer $17.71 1 Pump Installers Well Drillers&Irrigation Oiler $16.28 1 Pump Installers Well Drillers&Irrigation Well Driller $18.00 1 Pump Installers https://secure.Ini.wa.gov/wagelookup/rates/journey-level-rates 46/46 Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) 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. 1 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 1. N. All hours worked on Saturdays(except makeup days)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. O. The first ten(10)hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after ten(10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day)shall be paid at double the hourly rate of wage.All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. 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 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) 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. 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. M. This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double 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. 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. 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. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a 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. K. 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 5 am to 6pm 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,and all hours worked in excess of twelve(12)hours in a single shift 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.When an employee returns to work without at least eight(8)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight(8)hours rest period. 3 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 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 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. 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'/z)times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 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. I. The First eight(8)hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8)per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 4. J. The first eight(8)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8)hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve(12)in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve(12)in a day Monday through Saturday,and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. L. The first twelve(12)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12)hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12)in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage.All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. S. On a four(4) day ten (10)hour workweek scheduled Monday through Thursday, or Tuesday through Friday, work performed in excess of(10)hours shall be paid at one and one half(1-1/2)times the hourly rate of pay. On Monday through Friday, work performed outside the normal work hours of 6:00 a.m. and 6:00 p.m. shall be paid at one and one-half(1-1/2)times the straight time rate,(except for special shifts or multiple shift operations). All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without at least eight(8)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours. Multiple Shift Operations:When the first shift of a multiple shift(a two or three shift)operation is started at the basic straight time rate or at a specific overtime rate,all shifts of that days operation shall be completed at that rate. Special Shifts: The Special Shift Premium is the basic hourly rate of pay plus$2.00 an hour.When due to conditions beyond the control of the employer or when an owner (not acting as the contractor), a government agency or the contract specifications require more than four(4)hours of a special shift can only be performed outside the normal 6am to 6pm shift then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift,they shall be paid the special shift premium for each hour worked unless they are in overtime or double-time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday). U. 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.(Except on makeup days if work is lost due to inclement weather,then the first eight(8)hours on Saturday may be paid the regular rate.) All hours worked over twelve(12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 5 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 4. X. 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. Work performed outside the normal shift of 6 am to 6pm shall be paid at one and one-half the straight time rate,(except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting of eight(8)or ten(10)hours of work(subject to WAC 296-127-022), that shall constitute a normal forty(40) hour work week. The Employer can change from a 5-eight to a 4-ten hour schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate.Work performed in excess of eight hours(or ten hours per day(subject to WAC 296-127-022)shall be paid at one and one- half the straight time rate. When due to conditions beyond the control of the Employer, or when contract specifications require that work can only be performed outside the regular day shift,then by mutual agreement a special shift may be worked at the straight time rate, eight(8)hours work for eight(8)hours pay. The starting time shall be arranged to fit such conditions of work. When an employee returns to work without at a break of eight(8)hours since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours. Overtime Codes Continued 11. 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 After an employee has worked eight (8)hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C 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. All non-overtime and non-holiday hours worked between 4:00 pm and 5:00 am,Monday through Friday,shall be paid at a premium rate of 15%over the hourly rate of wage. D. All hours worked on Saturdays and holidays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. E. The first two(2)hours after eight(8)regular hours Monday through Friday,the first ten(10)hours on Saturday, and the first ten(10)hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through Saturday,and Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. 6 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 11. F. 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-half times the hourly rate of wage 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. G. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10)hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm 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, and all hours worked in excess of twelve(12)hours in a single shift 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 nine(9)hours or more.When an employee returns to work without at least nine(9)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the nine(9)hours rest period. H. 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 5 am to 6pm 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, and all hours worked in excess of twelve(12)hours in a single shift 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 ten(10)hours or more.When an employee returns to work without at least ten(10)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the ten(10)hours rest period. J. All hours worked on holidays shall be paid at double the hourly rate of wage. K. On Monday through Friday hours worked outside 4:00 am and 5:00 pm, and the first two(2)hours after eight(8) hours worked shall be paid at one and one-half times the hourly rate.All hours worked over 10 hours per day Monday through Friday, and all hours worked on Saturdays,Sundays,and Holidays worked shall be paid at double the hourly rate of wage. L. An employee working outside 5:00 am and 5:00 pm shall receive an additional two dollar($2.00)per hour for all hours worked that shift.All hours worked on holidays shall be paid at one and one-half 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. 7 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 11. M. 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. Work performed outside the normal work hours of 5:00 a.m. and 6:00 p.m. shall be paid at one and one-half(1-1/2) times the straight time rate,(except for special shifts or multiple shift operations).When the first shift of a multiple shift(a two or three shift)operation is started at the basic straight time rate or at a specific overtime rate, all shifts of that day's operation shall be completed at that rate.When due to conditions beyond the control of the Employer or when contract specifications require that work can only be performed outside the regular day shift of 5:00 am to 6:00 pm,then a special shift may be worked at the straight time rate,plus the shift pay premium when applicable. The starting time of work will be arranged to fit such conditions of work. Such shift shall consist of eight(8)hours work for eight(8)hours pay or ten(10)hours work for ten(10)hours pay for four ten shifts. 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. All work performed after 6:00 pm Saturday to 5:00 am Monday,all work performed over twelve(12)hours, and all work performed on holidays shall be paid at double the straight time rate of pay. Shift Pay Premium: In an addition to any overtime already required,all hours worked between the hours of 6:00 pm and 5:00 am shall receive an additional two dollars($2.00)per hour. N. All work performed over twelve hours in a shift and all work performed on Sundays and Holidays shall be paid at double the straight time rate. Any time worked over eight(8)hours on Saturday shall be paid double the straight time rate,except employees assigned to work six 10-hour shifts per week shall be paid double the straight time rate for any time worked on Saturday over 10 hours. O. All work performed on Saturdays,Sundays,and Holidays shall be paid at one and one half(1-1/2)times the straight time rate of pay. 8 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 11. P. Work performed in excess of ten(10)hours of straight time per day when four ten(10)hour shifts are established and all work on Saturdays,except for make-up days shall be paid at time and one-half(1 'h)the straight time rate. Work performed outside the normal work hours of 5:00 a.m. and 6:00 p.m. shall be paid at one and one-half(1-1/2) times the straight time rate,(except for special shifts or multiple shift operations).When the first shift of multiple shift(a two or three shift)operation is started at the basic straight time rate or at a specific overtime rate, all shifts of that day's operation shall be completed at that rate.When due to conditions beyond the control of the Employer or when contract specifications require that work can only be performed outside the regular day shift of 5:00 a.m.to 6:00 p.m.,then a special shift may be worked at the straight time rate,plus the shift pay premium when applicable. The starting time of work will be arranged to fit such conditions of work. Such shifts shall consist of eight(8)hours work for eight(8)hours pay or ten(10)hours work for ten(10)hours pay for four ten-hour shifts. In the event the job is down due to weather conditions,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 work performed on Sundays and holidays and work in excess of twelve(12)hours per day shall be paid at double (2x)the straight time rate of pay. 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. When an employee returns to work without a break of eight(8)hours since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours. Q. 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 35%over the hourly rate of wage.Work performed on Sundays shall be paid at double time. All hours worked on holidays shall be paid at double the hourly rate of wage. R On Monday through Saturday hours worked outside 6:00 am and 7:00 pm,and all hours after eight(8)hours worked shall be paid at one and one-half times the hourly rate. All hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. When a holiday falls on a Saturday,the Friday before shall be the observed holiday.When a holiday falls on a Sunday,the following Monday shall be the observed holiday. S. The first ten(10)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,or other conditions beyond the control of the Employer,then Saturday may be worked at the straight time rate,for the first eight(8)hours,or the first ten(10)hours when a four day ten hour workweek has been established. 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. When an employee returns to work without a break of eight(8)hours since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours. 9 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). C. Holidays:New Year's Day,Presidents' Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). H. Holidays:New Year's Day,Memorial Day,Independence Day, Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). 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). 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). 101Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 6. 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). 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). 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. Holiday Codes Continued 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which 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. 111 Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 7. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays:New Year's Day,President's Day, Independence Day,Memorial Day,Labor Day,Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays:New Year's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day and Christmas Day(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 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. 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. 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. V. Holidays:New Year's Day,President's Birthday,Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,Christmas Day,the day before or after Christmas,and the day before or after New Year's Day. If any of the above listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Eve Day,Christmas Day,the day after Christmas,the day before New Year's Day,and a Floating Holiday. 121Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 7. X. 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 the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off,then the holiday will be taken on the last normal workday.If the holiday falls on a Monday that is the normal day off or on a Sunday,then the holiday will be taken on the next normal workday. Y. Holidays:New Year's Day,Presidents' Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,and Christmas Day. (8)If the holiday falls on a Sunday,then the day observed by the federal government shall be considered a holiday and compensated accordingly. Z. Holidays:New Year's Day,Memorial Day,Independence Day, Labor Day, Thanksgiving Day,the Friday and Saturday after Thanksgiving Day,Christmas Eve,and Christmas Day(9). Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Holiday Codes Continued 15. G. New Year's Day,Washington's Birthday,Memorial Day, Independence Day,Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day,the last scheduled workday before Christmas,and Christmas Day(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. H. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays:New Year's Day,President's Day, Independence Day,Memorial Day,Labor Day,Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,the Friday and Saturday after Thanksgiving Day, and Christmas Day(9). 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. 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, Independence Day, Labor Day, Veteran's 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. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. M. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day and Christmas Day(9). 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. 131Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 15. N. 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). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. O. Holidays: New Year's Day,Martin Luther King Jr.Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday and Saturday after Thanksgiving Day,the day before Christmas day,and Christmas Day(10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. 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. 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. 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. 141Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Note Codes Continued 8. 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 101'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 221'-$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'. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. X. 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. Special Shift Premium: Basic hourly rate plus$2.00 per hour. When due to conditions beyond the control of the Employer or when an owner(not acting as the contractor),a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift,then the special shift premium will be applied to the basic hourly rate.When an employee works on a special shift,they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status. (For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Y. Tide Work:When employees are called out between the hours of 6:00 p.m. and 6:00 a.m.to work on tide work (work located in the tide plane)all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents($0.75)per hour above the classification rate. Z. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. Special Shift Premium:Basic hourly rate plus$2.00 per hour.When due to conditions beyond the control of the Employer or when an owner(not acting as a contractor),a government agency or the contract specifications require that more than(4)hours of a special shift can only be performed outside the normal 6 am to 6pm shift,then the special shift premium will be applied to the basic straight time for the entire shift.When an employee works on a special shift,they will be paid a special shift premium for each hour worked unless they are in overtime or double- time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) 151Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Note Codes Continued 9. A. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner(not acting as the contractor),a government agency or the contract specifications require that more than four(4)hours of a special shift can only be performed outside the normal 6 am to 6pm shift,then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift,they shall be paid a special shift premium for each hour worked unless they are in overtime or double- time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid$0.50 per hour above their classification rate. Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length: (A)—130'to 199'—$0.50 per hour over their classification rate. (B)—200'to 299'—$0.80 per hour over their classification rate. (C)—300' and over—$1.00 per hour over their classification rate. B. 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. Tide Work:When employees are called out between the hours of 6:00 p.m. and 6:00 a.m.to work on tide work(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. C. Tide Work:When employees are called out between the hours of 6:00 p.m. and 6:00 a.m.to work on tide work(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. 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. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants,pipelines, towers,dams,bridges,power generation facilities and manufacturing facilities such as chemical plants,etc.,or anywhere abrasive blasting is necessary to prepare surfaces,or hazardous materials encapsulation is required. E. Heavy Construction includes construction,repair,alteration or additions to the production,fabrication or manufacturing portions of industrial or manufacturing plants,hydroelectric or nuclear power plants and atomic reactor construction.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. 161Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Note Codes Continued 9. F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants,pipelines, towers,dams,power generation facilities and manufacturing facilities such as chemical plants,etc.,or anywhere abrasive blasting is necessary to prepare surfaces,or hazardous materials encapsulation is required. H. One(1)person crew shall consist of a Party Chief. (Total Station or similar one(1)person survey system).Two(2) person survey party shall consist of a least a Party Chief and a Chain Person. Three(3)person survey party shall consist of at least a Party Chief,an Instrument Person,and a Chain Person. 171Page INADVERTENT DISCOVERY PLAN Willis Street Improvements/Leyrer A - 5 September 26, 2024 Project Number: 22-3029 PLAN AND PROCEDURES FOR THE UNANTICIPATED DISCOVERY OF CULTURAL RESOURCES AND HUMAN SKELETAL REMAINS WILLIS STREET IMPROVEMENTS PROJECT, KING COUNTY WASHINGTON 1. INTRODUCTION The City of Kent(CITY)plans to construct the Willis Street Improvements project. The purpose of this project is to revise the existing roadway intersection at Willis Street(SR 516) and 74th Avenue S. The following Unanticipated Discovery Plan(UDP) outlines procedures to follow, in accordance with state and federal laws, if archaeological materials or human remains are discovered. 2. RECOGNIZING CULTURAL RESOURCES A cultural resource discovery could be prehistoric or historic. Examples include: • An accumulation of shell, burned rocks, or other food related materials Bones or small pieces of bone, • An area of charcoal or very dark stained soil with artifacts, • Stone tools or waste flakes (i.e. an arrowhead, or stone chips), • Clusters of tin cans or bottles, logging or agricultural equipment that appears to be older than 50 years, • Buried railroad tracks, decking, or other industrial materials. When in doubt, assume the material is a cultural resource. 3. ON-SITE RESPONSIBILITIES STEP 1: STOP WORK. If any CITY employee, contractor or subcontractor believes that he or she has uncovered a cultural resource at any point in the project, all work adjacent to the discovery must stop. The discovery location should be secured at all times. STEP 2: NOTIFY MONITOR. If there is an archaeological monitor for the project, notify that person. If there is a monitoring plan in place, the monitor will follow its provisions. STEP 3: NOTIFY CITY PROJECT MANAGEMENT AND CULTURAL RESOURCES PROGRAM. Contact the CITY Project Manager and the Cultural Resources (CR) Program Manager: Unanticipated Discovery Plan September 25,2024 CITY Project Manager: CR Program Manager: Jason Barry, Capital Projects Supervisor Scott Williams 253-856-5546 360-570-6651 jbarry@kentwa.gov willias@wsdot.wa.gov If you can't reach the CR Program Manager, contact your project's assigned Cultural Resources Specialist or an alternate: Assigned CR Specialist: Alternate CR Specialist: Consultant(TBD) Consultant(TBD) The CITY Project Manager or the Cultural Resources Program will make all other calls and notifications. If human remains are encountered, treat them with dignity and respect at all times. Cover the remains with a tarp or other materials (not soil or rocks) for temporary protection in place and to shield them from being photographed. Do not call 911 or speak with the media. 4. FURTHER CONTACTS AND CONSULTATION A. Project Manager's Responsibilities: • Protect Find: The CITY Project Manager is responsible for taking appropriate steps to protect the discovery site. All work will stop in an area adequate to provide for the total security,protection, and integrity of the resource. Vehicles, equipment, and unauthorized personnel will not be permitted to traverse the discovery site. Work in the immediate area will not resume until treatment of the discovery has been completed following provisions for treating archaeological/cultural material as set forth in this document. Direct Construction Elsewhere On-site: The CITY Project Manager may direct construction away from cultural resources to work in other areas prior to contacting the CR Program Manager. • Contact CR Program Manager: If the CR Program Manager has not yet been contacted, the CITY Project Manager will do so. B. CR Program Manager's Responsibilities: Identify Find: The CR Program Manager(or a CR Specialist if so delegated), will ensure that a qualified professional archaeologist examines the find to determine if it is archaeological. 2 o If it is determined not archaeological,work may proceed with no further delay. o If it is determined to be archaeological, the CR Program Manager or CR Specialist will continue with notification. o If the find maybe human remains or funerary objects, the CR Program Manager or CR Specialist will ensure that a qualified physical anthropologist examines the find. If it is determined to be human remains, the procedure described in Section 5 will be followed. • Notify DAHP: The CR Program Manager(or a CR Specialist if so delegated)will contact the involved federal agencies (if any) and the Department of Archaeology and Historic Preservation (DAHP). • Notify Tribes: If the discovery may relate to Native American interests, the CR Program Manager or Specialist will also contact the project's Tribal Liaison, or, if the project is not assigned a Liaison, the Executive Tribal Liaison. Federal Agencies: N/A Department of Archaeology and Historic Preservation: Dr. Allyson Brooks or State Historic Preservation Officer Dennis Wardlaw 360-586-3066 Transportation Archaeologist 360-586-3085 Tribal Liaisons: Project Tribal Liaison Executive Tribal Liaison Consultant(TBD) Consultant(TBD) The Tribal Liaison, or CR Program Manager or Specialist, will contact the interested and affected Tribes. Tribes consulted on this project are: JoDe L. Goudy, Chairperson Confederated Tribes and Bands of the Yakama Nation PO Box 151 Toppenish, WA 98948 JoDe@yakama.com 509-865-5121 3 Kate Valdez, THPO Confederated Tribes and Bands of the Yakama Nation PO Box 151 Toppenish, WA 98948 kate@yakama.com 509-985-7596 Jaison Elkins, Chairman Muckleshoot Tribe 39015 172nd Avenue SE Auburn, WA 98092 Jaison.elkins@muckleshoot.nsn.us 253-931-8570 Laura Murphy, Archaeologist Cultural Resources Muckleshoot Tribe 39015 172nd Ave SE Auburn, WA 98092 Laura.murphy@muckleshoot.nsn.us 253-876-3272 Robert de los Angeles, Chairman Snoqualmie Indian Nation P.O. Box 969 Snoqualmie, WA 98065 bobde@snoqualmietribe.us 425-888-6551 Steven Mullen Moses, Director Archaeology and Historic Preservation Snoqualmie Indian Nation 8130 Railroad Ave., Suite 103 Snoqualmie, WA 98065 steve@snoqualmietribe.us 425-495-6097 C. Further Activities Archaeological discoveries will be documented as described in Section 6. • Construction in the discovery area may resume as described in Section 7. 4 5. SPECIAL PROCEDURES FOR THE DISCOVERY OF HUMAN SKELETAL MATERIAL Any human skeletal remains,regardless of antiquity or ethnic origin, will at all times be treated with dignity and respect. If the project occurs on federal lands (e.g., national forest or park, military reservation)the provisions of the Native American Graves Protection and Repatriation Act of 1990 apply, and the responsible federal agency will follow its provisions. Note that state highways that cross federal lands are on an easement and are not owned by the state. If the project occurs on non-federal lands, CITY will comply with applicable state and federal laws, and the following procedure: A. Notify Law Enforcement Agency and Coroner's Office: In addition to the actions described in Sections 3 and 4, the CITY Project Manager will immediately notify the local law enforcement agency and coroner's office. The medical examiner(with assistance of law enforcement personnel)will determine if the remains are human, whether the discovery site constitutes a crime scene, and will notify DAHP if the remains are determined to be non-forensic. B. King County Medical Examiner's Office 206-731-3232 Participate in Consultation: Per RCW 27.44.055, RCW 68.50, and RCW 68.60, DAHP will have jurisdiction over non-forensic human remains and will make a determination of whether the remains are Indian or not, and notify all affected tribes. CITY personnel will participate in consultation. C. Further Activities: Documentation of human skeletal remains and funerary objects will be agreed upon through the consultation process described in RCW 27.44.055, RCW 68.50, and RCW 68.60. When consultation and documentation activities are complete, construction in the discovery area may resume as described in Section 7. 6. DOCUMENTATION OF ARCHAEOLOGICAL MATERIALS Archaeological deposits discovered during construction will be assumed eligible for inclusion in the National Register of Historic Places under Criterion D until a formal Determination of Eligibility is made. 5 Cultural Resources Program staff will ensure the proper documentation and assessment of any discovered cultural resources in cooperation with the federal agencies (if any), DAHP, affected tribes, and a contracted consultant(if any). All prehistoric and historic cultural material discovered during project construction will be recorded by a professional archaeologist on State of Washington cultural resource site or isolate form using standard techniques. Site overviews, features, and artifacts will be photographed; stratigraphic profiles and soil/sediment descriptions will be prepared for subsurface exposures. Discovery locations will be documented on scaled site plans and site location maps. Cultural features, horizons and artifacts detected in buried sediments may require further evaluation using hand-dug test units. Units may be dug in controlled fashion to expose features, collect samples from undisturbed contexts, or interpret complex stratigraphy. A test excavation unit or small trench might also be used to determine if an intact occupation surface is present. Test units will be used only when necessary to gather information on the nature, extent, and integrity of subsurface cultural deposits to evaluate the site's significance. Excavations will be conducted using state-of-the-art techniques for controlling provenience. Spatial information, depth of excavation levels, natural and cultural stratigraphy,presence or absence of cultural material, and depth to sterile soil, regolith, or bedrock will be recorded for each probe on a standard form. Test excavation units will be recorded on unit-level forms, which include plan maps for each excavated level, and material type, number, and vertical provenience (depth below surface and stratum association where applicable) for all artifacts recovered from the level. A stratigraphic profile will be drawn for at least one wall of each test excavation unit. Sediments excavated for purposes of cultural resources investigation will be screened through 1/8-inch mesh,unless soil conditions warrant '/4-inch mesh. All prehistoric and historic artifacts collected from the surface and from probes and excavation units will be analyzed, catalogued, and temporarily curated. Ultimate disposition of cultural materials will be determined in consultation with the federal agencies (if any), DAHP, and the affected tribes. Within 90 days of concluding fieldwork, a technical report describing any and all monitoring and resultant archaeological excavations will be provided to the CITY Project Manager, who will forward the report to the WSDOT Cultural Resources Program for review and delivery to the federal agencies (if any), SHPO, and the affected tribe(s). If assessment activity exposes human remains (burials, isolated teeth, or bones), the process described in Section 5 above will be followed. 7. PROCEEDING WITH CONSTRUCTION Project construction outside the discovery location may continue while documentation and assessment of the cultural resources proceed. A WSDOT CR Specialist must determine the 6 boundaries of the discovery location. In consultation with DAHP and affected tribes, CITY Project Manager and Cultural Resources Program staff will determine the appropriate level of documentation and treatment of the resource. If federal agencies are involved, the agencies will make the final determinations about treatment and documentation. Construction may continue at the discovery location only after the process outlined in this plan is followed and WSDOT (and the federal agencies, if any) determine that compliance with state and federal laws is complete. 7 PROJECT SIGN Willis Street Improvements/Leyrer A - 6 September 26, 2024 Project Number: 22-3029 Your Tax Dollars at Work Willis Street and 4th Avenue South Roundabout Anticipated Work Completion Late 2020 $ (Insert Construction Cost) WSDOT CONSTRUCTION AGREEMENT Willis Street Improvements/Leyrer A - 7 September 26, 2024 Project Number: 22-3029 AM Washington State Department of Transportation Public Agency Construction Agreement Contact Name Alex M Murillo, PE Title Engineering Supervisor Construction by Public Agency on Address City of Kent State Highway Right of Way at Public Works Department Public Agency Expense 220 Fourth Avenue South, Kent,WA 98032 Phone 253-856-5528 Email amurillo@KentWA.gov Agreement Number ProjectTitle GCC 1011 Willis/Naden/74th Ave Improvements State Route Number Mile Post Control Section Description of Improvements 167/516 19 62/4.77 Modification to the Naden Ave/74th Ave intersection of SR 516, including channelization revisions, modifications to Exhibits Attached curb/gutter/sidewalk, median island, and paving. Exhibit A: Special Provisions, 8 pages No work may commence on the state route without obtaining Exhibit B: Right of Way Plan, 1 page approved traffic control plans. Exhibit C: Approved Channelization Plan, 8 pages Exhibit D: Construction Plans,41 pages Exhibit E: This Agreement is between the Washington State Department of Transportation (WSDOT)and the above-named governmental entity (Agency), hereinafter referred to individually as the"Party"and collectively as the"Parties." Recitals 1 The Agency wishes to construct certain improvements on state highway right of way located within(a)a county, (b)a state limited access facility inside city limits, or(c)on areas under state jurisdiction within city streets that form part of the state highway system, hereinafter referred to as"Improvements." 2. WSDOT is willing to authorize the Agency to construct the Improvements subject to the terms and conditions of this Agreement. 3. In addition to the provisions below, construction, maintenance, and/or operation of the Improvements are subject to the Special Provisions, attached as Exhibit A,which set forth Agency and Improvements requirements specific to the type of state highway facility on which the Improvements will be constructed 4 WSDOT is prohibited from the costs of mitigating utilities without a real property right under chapter 47.44 RCW Now therefore, pursuant to RCW 47.28.140 and/or chapter 39 34 RCW, the above recitals, which are incorporated herein as if set forth below, and in consideration of the terms, conditions, covenants, and performances contained herein, and in the Exhibits attached hereto and hereby made a part of this Agreement, it is mutually agreed as follows: 1.0 Purpose of Agreement The Agency provided WSDOT with its Plans and Specifications for the proposed Improvements. WSDOT has reviewed and agreed with the plans and specifications, unless otherwise modified pursuant to the terms of this Agreement.The Agency agrees to and shall construct, operate and/or maintain the Improvements in accordance with the terms of this Agreement. DOT Form 224-032 Page 1 of 7 Revised 10/2023 2.0 Right of Entry 2.1 Agency Subject to the terms of this Agreement,WSDOT hereby grants to the Agency, its authorized agents, contractors, subcontractors, and employees, a right of entry upon state-owned highway right of way or upon state highway right of way under WSDOT jurisdiction, onto which access is necessary to construct, operate and/or maintain the Improvements.While on WSDOT premises,the Agency, its agents, employees, or subcontractors shall comply with all WSDOT safety and security policies and regulations Including requirements for the prevention of transmission of communicable diseases(such as Covid). Granting of such right of entry in no way relieves the Agency of its permitting obligations set forth in Section 3.7 herein 22 If WSDOT has approved any limited access breaks for the Improvements,the Agency shall comply with the terms and conditions of such approval. 2.3 WSDOT The Agency hereby grants to WSDOT, its employees, authorized agents, contractors, and subcontractors, a right of entry upon all Agency-owned property necessary for WSDOT's design review, inspection, and, as applicable, maintenance and/or operation of the Improvements as provided in Section 6, below. 3.0 Construction 31 Documents on Site Copies of this Agreement shall be kept at the Agency's project office and by the Agency or its contractor at the construction site The Agreement shall be shown, upon request,to any state representative or law enforcement officer 3.2. Pre-Construction Conference Prior to the beginning of construction, a preconstruction conference shall be held at which WSDOT,the Agency, and the Agency's contractor(if applicable)shall be present.The Agency shall give a minimum of ten(10)working days notice to WSDOT's construction representative prior to holding the pre-construction conference Working days for this Agreement are defined as Monday through Friday, excluding Washington State furlough days or state holidays pursuant to RCW 1.16.050 33 Construction of Improvements 3 3 1 The Agency shall construct the Improvements after review and prior written approval by WSDOT, in its sole discretion, and as shown on the attached Exhibits All design and construction shall be at the Agency's sole cost and expense; WSDOT shall not be required to contribute to the Improvements'construction.Any proposed changes to the Improvements'plans or specifications previously approved by WSDOT require further WSDOT review and prior written approval before implementing the changes 3.3.2 The Agency agrees and shall construct the Improvements to the satisfaction of WSDOT All material and workmanship shall conform to the Washington State Department of Transportation's Standard Specifications for Road, Bridge, and Municipal Construction, current edition, and amendments thereto(Standard Specifications), and shall be subject to WSDOT inspection.All terms and conditions of the Standard Specifications shall be satisfied in every respect by the Agency and its contractors, unless the prior written approval of WSDOT has been obtained authorizing such changes. The Parties agree that WSDOT inspections and acceptances regarding the Improvements are solely for the benefit of WSDOT and not for the benefit of the Agency,the Agency's contractor(if any), or any third party. 3.3.3 No excavation shall be made, or obstacle placed within the limits of the state-owned, or under state jurisdiction, highway right of way in such a manner as to interfere with the construction of, operation of, maintenance of and/or travel over the state highway, unless the Agency obtains WSDOT's prior written authorization. 3.4 Construction Schedule In addition to the requirements in Section 3.2,WSDOT may, at any time, request a construction schedule or updates thereto from the Agency,showing critical dates and activities that will lead to the timely completion of the Improvements The Agency shall notify WSDOT's construction representative of any changes to the construction schedule at least five(5)working days prior to implementation.Working days are defined in Section 3.2. 3.5 Public Agency Representative Should the Agency choose to perform the work outlined herein with other than its own forces, an Agency representative shall be present on-site at all times during performance of the work, unless otherwise agreed to, in writing, by WSDOT Where the Agency chooses to perform the work with its own forces, it may elect to appoint one of its own employees engaged in the construction as its representative. Should the Agency fail to comply with this section,WSDOT, in its sole discretion, may restrict any further Agency work within state highway right of way until the requirements of this section are met All contact between WSDOT and the Agency's contractor shall be through an authorized representative of the Agency. DOT Form 224-032 Page 2 of 7 Revised 1012023 3.6 Supervision of Work The Agency, at its own expense, shall adequately supervise construction of the Improvements by itself, its contractor, subcontractor, agent, and others, so as not to endanger or injure any person or property.The Agency's responsibility for the proper performance, safe conduct, and adequate supervision of the work shall not be lessened or otherwise affected by WSDOT's review and concurrence with the Agency's plans, specifications, or work, or by WSDOT's construction representative's presence at the work site to assist in determining that the work and materials meet this Agreement's requirements. 37 Required Permits The Agency shall obtain all necessary Federal, State, and Local Permits including, but not limited to, permits required by the Washington State Department of Ecology, the Washington State Department of Fish and Wildlife, U.S Army Corps of Engineers, and the National Environmental Policy Act(NEPA)prior to beginning construction 3.8 Compliance with Clear Zone Guidelines The Agency hereby certifies that the Improvements described in this Agreement are in compliance with the WSDOT's Clear Zone Guidelines as specified within WSDOT's Utilities Manual (publication M 22-87.01). If applicable,for Improvements constructed within the Agency's city streets that form part of the state highway system, the Agency may apply its own clear zone guidelines in lieu of WSDOT's guidelines. 39 Protection of Property Unless authorized by WSDOT or other affected property owner in writing,the Agency shall assure that all public and private property, including but not limited to signal equipment,signs, guide markers, lane markers, and utilities, are not damaged, destroyed, or removed. If any such property is damaged, destroyed, or removed without prior written authorization,the Agency shall notify WSDOT's construction representative within eight(8)hours of such damage,destruction or removal. The Agency shall replace, repair, or fully restore any private or public property that is damaged, destroyed, or removed to WSDOT's and/or the property owner's sole satisfaction The Agency shall not disturb, remove, or destroy any existing Survey Monument before first obtaining a Washington State Department of Natural Resources(DNR)permit.The Agency agrees that resetting Survey Monuments shall be done by or under the direct supervision of a Licensed Professional Land Surveyor Information on Survey Monuments can be found at WSDOT's Geographic Services Office Website: https;l/www wsdot wa.gov! Mon um.enYgisLmgJex_,. . 3.10 Cultural Resources If any archaeological or historical resources are revealed in the work vicinity,the Agency shall immediately stop work, notify WSDOT's construction representative and retain a US Secretary of the Interior's qualified archaeologist. Said archaeologist shall evaluate the site and make recommendations to WSDOT regarding the continuance of the work. 311 Clean Up Upon completion of the work, the Agency shall immediately remove all rubbish and debris and shall leave the state highway right of way neat and presentable to WSDOT's sole satisfaction The Agency agrees to take corrective action if directed by WSDOT. 3.12 Failure to Complete Project Should for any reason,the Agency decide not to complete the Improvements in a timely manner after construction has begun,WSDOT shall determine what work must be completed to restore WSDOT facilities and right of way to a condition and configuration that is safe for public use. If the Agency or its contractor is not able to restore facilities and right of way, WSDOT may perform, or contract to perform,the restoration work at the Agency's sole expense The Agency agrees that all direct and related indirect costs associated with Agreement termination, including engineering, completing WSDOT facility and right of way restoration, and contractor claims will be the sole responsibility of the Agency This section shall survive Agreement termination 4.0 Acceptance of Improvements 41 Final Inspection The Agency shall notify WSDOT, in writing, of its completion of the Improvements within five(5)working days of such completion. The Agency shall include in the written notice a proposed date on which to meet with WSDOT for the purpose of conducting a final inspection of the Improvements. WSDOT will not make its final inspection of the Improvements until all Agency construction work required under this Agreement has been completed. 42 WSDOT's Acceptance 4.2.1 WSDOT will provide the Agency with a Letter of Acceptance for the Improvements after the following items have DOT Form 224-032 been completed: Page 3 of 7 Revised 10/2023 (a) Satisfactory completion of the Improvements and all Agency obligations hereunder; (b) Final inspection of the Improvements; (c) Submittal by the Agency to WSDOT of a complete set of as-built plans for the Improvements; (d) Receipt of material acceptance documentation by WSDOT(if required under the Special Provisions hereto); and (e) Final payment pursuant to Section 7 The Letter of Acceptance shall not waive any potential claims against the Agency or its contractor for defective work or materials, nor bar WSDOT from requiring the Agency to remedy any and all work deficiencies not identified by WSDOT during its inspection. 42.2 WSDOT may withhold acceptance of the Improvements by submitting written notification, including the reason(s) for withholding acceptance, to the Agency,within thirty(30)calendar days following the final inspection The Parties shall work together in good faith to resolve the outstanding issues identified in WSDOT's written notification If any issues cannot be resolved within forty-five(45)calendar days after WSDOT's notification,the Parties mutually agree to seek resolution of the issues through the process described in Section 8.7. 4.2.3 Upon resolution of the outstanding issues,WSDOT will deliver the Letter of Acceptance to the Agency 42.4 The Agency shall continue to be responsible for all actual direct and related indirect costs to WSDOT including inspection and monitoring, until the outstanding issue(s)has been resolved and a Letter of Acceptance has been issued. 5.0 Insurance and Indemnification 5 1 Insurance In addition to any required workers compensation insurance,the Agency and its contractors must provide proof of the following insurance coverage prior to performing any work within state highway right of way: a) Commercial General Liability covering the risks of bodily injury(including death), property damage and personal injury, including coverage for contractual liability; this coverage may be any combination of primary, umbrella and/or excess coverage affording total liability limits of not less than$3 million per occurrence/$3 million general aggregate; b) Business Automobile Liability(owned, hired, or non-owned)covering the risks of bodily injury(including death)and property damage, including coverage for contractual liability; this coverage may be any combination of primary, umbrella and/or excess coverage affording total liability limits of not less than $1 million per accident; c) Employers Liability(Stop Gap) insurance covering the risks of Agency's employees'bodily injury by accident or disease with limits of not less than $1 million per accident for bodily injury by accident and $1 million per employee for bodily injury by disease; d) Such insurance policies or related certificates of insurance shall name the Washington State Department of Transportation (WSDOT)as an additional insured on all general liability, automobile liability, employers'liability, and excess policies, and shall only be provided pursuant to form CG-20-10(1985 edition)or a combination of the following: CG 2010 entitled "Additional Insured-Owners, Lessees or Contractors-Scheduled Person or Organization"and CG 2037 entitled"Additional Insured-Owners, Lessees or Contractors-Completed Operations"; or CG 2033 entitled"Additional Insured-Owners, Lessees or Contractors-Automatic Status When Required in Construction Agreement With You"and CG 2037 entitled "Additional Insured-Owners, Lessees or Contractors-Completed Operations" No form shall contain limitations or exclusions with respect to"products/completed operations"or ongoing operations coverage No additional insured endorsement shall seek to limit coverage for the additional insureds for their own negligence with respect to liability arising out of Project operations and/or solely to vicarious liability arising out of the ongoing or completed operations of the named insured, its contractors, subcontractors of any tier, consultants, agents or employees The additional insured coverage afforded shall be"primary and non-contributory"with respect to any other coverage which may be available to WSDOT All coverages afforded to WSDOT as an additional insured shall also contain a waiver of subrogation endorsement made in favor of WSDOT. e) In lieu of satisfying the insurance requirements of a. -d. above, the Agency may comply with these insurance requirements through a program of self-insurance that meets or exceeds these minimum limits.The Agency must provide WSDOT with adequate documentation of self-insurance prior to performing any work within state highway right of way. Should the Agency no longer benefit from a program of self-insurance,the Agency agrees to promptly obtain insurance as provided above. f) A forty-five(45)Calendar Day written notice shall be given to prior to termination of or any material change to the policy(ies) as it relates to this Agreement DOT Form 224-032 Page 4 of 7 Revised 10/2023 g) 5 2 Indemnification To the extent permissible under law,the Agency, its successors and assigns, agree to indemnify, defend, and hold harmless WSDOT and the State of Washington and its officers and employees, from all claims,demands, damages(both to persons and/or property), expenses, regulatory fines, and/or suits that: (1)arise out of or are incident to any acts or omissions by the Agency, its agents, contractors, and/or employees, in the use of the state highway right of way as authorized by the terms of this Agreement, or(2)are caused by the breach of any of the conditions of this Agreement by the Agency, its contractors, agents, and/or employees The Agency, its successors and assigns, shall not be required to indemnify, defend, or hold harmless WSDOT or the State of Washington and its officers and employees, if the claim, suit, or action for damages(both to persons and/or property)is caused by the sole acts or omissions of WSDOT, its officers and employees; provided that, if such claims, suits, or actions result from the concurrent negligence of(a)WSDOT, its officers and employees and(b)the Agency, its agents, contractors, and/or employees, or involves those actions covered by RCW 4.24 115,the indemnity provisions provided herein shall be valid and enforceable only to the extent of the concurrent acts or omissions of WSDOT, its officers and employees and the Agency, its agents, contractors, and/or employees. The Agency agrees that its obligations under this section extend to any claim, demand and/or cause of action brought by, or on behalf of, any of its employees or agents while performing construction, operation and/or maintenance of the Improvements under this Agreement. For this purpose,the Agency, by mutual negotiation, hereby waives with respect to WSDOT only, any immunity that would otherwise be available to it against such claims under the Industrial Insurance provisions chapter 51.12 RCW. This indemnification and waiver shall survive the termination of this Agreement. 6.0 Maintenance 6.1 General Maintenance Responsibilities Unless otherwise agreed to pursuant to a separate written agreement between WSDOT and Agency, upon completion of the Improvements authorized herein, all future operation and maintenance of the Improvements shall be in accordance with each Party's ownership and/or jurisdictional responsibilities as follows: a) For Improvements on state-owned highway right of way located within unincorporated county limits and/or within any limited access highway rights of way: WSDOT has sole ownership, operation and maintenance responsibilities for the Improvements b) For Improvements located inside city limits within managed access highway rights of way: Ownership, operation and maintenance responsibilities shall be apportioned between the city and WSDOT pursuant to chapter 47 24 RCW and the City Streets as Part of State Highways Guidelines developed between the Association of Washington Cities and WSDOT, as may be revised from time to time. 62 Emergency Work by WSDOT If WSDOT determines in good faith that emergency work to any Improvements is immediately needed to protect(a)any aspect of the state highway, or(b)to secure the safety of the traveling public, as a result of a failure of the Agency's Improvements, such work may be performed by WSDOT without prior approval of the Agency, and the Agency agrees to pay all of WSDOT's direct and related indirect costs for performing the work. The Agency will be notified of the emergency work and the necessity for it at WSDOT's earliest opportunity WSDOT shall provide to the Agency a detailed invoice for such emergency work. The terms of this section shall survive the termination of this Agreement. 7.0 Payment 7.1 Reimbursable Costs The Agency shall reimburse WSDOT for all actual direct and related indirect costs incurred by WSDOT under this Agreement. Such costs include, but are not limited to, agreement preparation, plan review, including review of proposed revisions to plans and specifications contained in the Exhibits, construction inspection, and administrative overhead Costs incurred under this Agreement may be billed under the following account: JA 9775 7.2 Invoices The Agency agrees to reimburse WSDOT for the actual direct and related indirect costs,within thirty(30)calendar days from receipt of an invoice(the"Due Date"). In the event the Agency fails to make payment by the Due Date,the Agency will pay WSDOT interest on outstanding balances at the rate of twelve percent(12%)per annum, or the highest rate of interest allowable by law,whichever is greater. Interest shall be calculated from the Due Date to the date of payment. 8.0 Utility Mitigation 8.1 The Parties agree that utilities in conflict with the Project,shall be identified in a timely manner that does not delay the Project. The Parties agree to work together in good faith to identify all utilities in conflict with the Project. The Agency shall develop DOT Form 224-032 Page 5 of 7 Revised 10/2023 a utility listing of all facilities in conflict with the project located in each jurisdiction and include the mode of occupation or accommodation for each utility, including but not limited to a franchise, permit, lease, easement, etc.The Parties agree to work together to conduct a thorough utility conflict analysis. The Agency further agrees that all utility conflicts within WSDOT right- of-way, shall be resolved according to WSDOT standards contained within the WSDOT Utility Accommodation Policy and in a manner as to not adversely affect the safety of the traveling motor public. 8.2 The PARTIES agree that WSDOT will require any utilities in conflict with the project which occupy the right-of-way under a WSDOT franchise to be responsible for the costs related to mitigation. The Agency agrees it shall reimburse WSDOT all direct and indirect costs incurred by WSDOT for any work related to mitigating utility conflicts located within WSDOT right-of-way. 83 The Parties agree that WSDOT will not be responsible for any cost related to utility mitigation for the Project. WSDOT, at its sole discretion, reserves the right to alter, de-scope or terminate any of the Project within the Agency's jurisdiction at any time if the terms of this section are not satisfied 9.0 Miscellaneous Terms 9.1 Failure to Comply with Terms and Conditions Any breach of the terms and conditions of this Agreement, or failure on the part of the Agency to proceed with due diligence and in good faith in the construction and maintenance of the Improvements provided for herein, shall subject this Agreement to be terminated. In case of termination WSDOT, in its sole discretion, may require the Agency to remove all or part of the Improvements constructed hereunder at the Agency's sole expense If the Agency fails to remove its Improvements, removal may be performed by WSDOT without prior approval of the Agency.The Agency agrees to pay WSDOT's direct and related indirect costs for performing the work WSDOT shall provide to the Agency a detailed invoice for such removal work 9.2 Term of Agreement Should the Agency not begin construction within eighteen(18)months after the date of execution,the Agreement shall automatically terminate, unless WSDOT, in its sole discretion, grants a prior,written time extension.As part of any time extension granted by WSDOT, the Plans and Specifications attached hereto must be revised to meet WSDOT's most current design and construction standards. If this Agreement is terminated,the Agency may be required to repeat the entire application, review, and approval process in WSDOT's sole discretion Unless otherwise provided herein, the term of this Agreement shall commence as of the date this Agreement is fully executed by the Parties and shall continue until the Improvements are accepted by WSDOT pursuant to Section 4 or as otherwise provided herein 93 Assignment of Agreement No assignment or transfer of this Agreement in any manner whatsoever shall be valid, nor vest any rights hereby granted, until WSDOT consents thereto in advance and in writing, and the assignee accepts all terms of this Agreement 9.4 Non-Exclusivity This Agreement shall not be deemed or held to be an exclusive one and shall not prohibit WSDOT from granting permits or franchise rights; or entering into other Agreements of like or other nature with other public or private companies or individuals, nor shall it prevent WSDOT from using any of its highways, streets, or public places, or affect its right to full supervision and control over all or any part of them, none of which is hereby surrendered 9.5 Records Retention and Audit All records related to this Agreement shall be held and kept available for inspection and audit for a period of six(6)years from the date of termination of this Agreement or any final payment authorized under this Agreement,whichever is later. Each Party shall have full access to and right to examine said records, during normal business hours and as often as deemed necessary. In the event of litigation or claim arising from the performance of this Agreement, the Parties agree to maintain the records and accounts until such litigation, appeal or claims are finally resolved This section shall survive the termination of this Agreement. 96 Modification This Agreement may be amended or modified only by the mutual agreement of the Parties. Such amendments or modifications shall not be binding unless they are agreed to in advance and in writing and signed by persons authorized to bind each of the Parties. 97 Disputes In the event that a dispute arises under this Agreement, it shall be resolved as follows:WSDOT and the Agency shall each appoint a member to a Dispute Board, these two members shall select a third board member not affiliated with either Party.The three-member board shall conduct a dispute resolution hearing that shall be informal and unrecorded An attempt at such dispute resolution in compliance with aforesaid process shall be a prerequisite to the filing of any litigation concerning the dispute. The Parties shall equally share in the cost of the third Dispute Board member; however, each Party shall be responsible for its own costs and fees DOT Form 224-032 Page 6 of 7 Revised 10/2023 9.8 Venue and Attorney's Fees In the event that either Party to this Agreement deems it necessary to institute legal action or proceedings to enforce any right or obligation under this Agreement upon completion of the dispute resolution process set forth in Section 8 7 above,the Parties hereto agree that any such action or proceedings shall be brought in Olympia ,Washington Superior Court. Further,the Parties agree that each will be solely responsible for payment of its own attorney's fees,witness fees, and costs. 99 Independent Contractor The Agency shall be deemed an independent contractor for all purposes under this Agreement, and the employees of the Agency or any of its contractors, subcontractors, consultants, and the employees thereof, shall not in any manner be deemed to be employees or agents of WSDOT. 9.10 Termination of Agreement WSDOT may terminate this agreement in whole or in part,without penalty or further liability in the event of the following: a) Termination for Default Upon prior written notice,WSDOT may terminate this Agreement for failure to perform or abide by any provision of this Agreement b) Termination for Cause If for any cause either Party does not fulfill in a timely and proper manner its obligations under this Agreement, or if either Party violates any of these terms and conditions,the aggrieved Party will give the other Party written notice of such failure or violation The responsible Party will be given the opportunity to correct the violation or failure within fifteen(15) working days If the failure or violation is not corrected,this Agreement may be terminated immediately by written notice of the aggrieved Party to the other c) Termination for Withdrawal of Authority In the event that either Party's authority to perform any of its duties is withdrawn, reduced, or limited in any way, or if funding is withdrawn after the commencement of this Agreement, either Party may terminate this Agreement by seven (7) calendar days written notice. No penalty shall accrue to the terminating Party in the event this section shall be exercised. If this Agreement is terminated prior to the fulfillment of the terms stated herein, the Agency shall reimburse WSDOT for its actual direct and related indirect expenses and costs incurred up to the date of termination.Any termination of this Agreement shall not prejudice any rights or obligations accrued to the Parties prior to termination 9.11 Counterpart and Electronic Signature This Agreement may be signed in multiple counterparts,each of which constitutes an original and all of which taken together constitute one and same agreement Electronic signatures or signatures transmitted via e-mail in a"PDF" may be used in place of original signatures on this Agreement.The Parties intend to be bound by its electronic or"PDF"signature on this Agreement, are aware that the other Parties are relying on its electronic or"PDF"signature and waives any defenses to the enforcement of this Agreement based upon the form of signature. In Witness Whereof,the parties hereto have executed this Agreement as of the Party's date last signed below Washington State Public Agency Department of Transportation ...�.....ayx 64 GL3.!•paMokvx�i a111i1Ay ena Oevelaper Ramin Pazooki°° °� Signature: _ _ _— _ Signature: .. xrsura riv"Tiwerer By: Dana Ralph By: Ramin Pazooki Print Name Print Name Title: Mayor _ Title: Utilities& Developer Services Manager Date: 08/02/2024 Date: 7/29/2024 DOT Form 224-032 Page 7 of 7 Revised 10/2023 SPECIAL PROVISIONS County Projects on State Highways City Projects on Limited Access State Highways Agreement Number: GCC 1011 The Agreement and these Special Provisions apply to all construction items within WSDOT jurisdiction and maintenance responsibility only (RCW 47.24.020). Applicable provisions are denoted by( ® ) ® 1. WSDOT REPRESENTATIVEINOTICE TO PROCEED. (Applicable to ALL Projects) No Improvements provided for herein shall be performed until the Agency is authorized by the following WSDOT representative: Rick Johnson,WSDOT Construction Representative WSDOT Northwest Region NB82-240 15700 Dayton Avenue North PO Box 330310 Seattle WA 98133-9710 206-200-8350(cell) a ohnsorAwsdot.wa.ciov ® 2. PLAN CHANGES(Applicable to ALL Projects) • AGENCY CHANGE ORDERS/ADDENDAS Changes to-any previously Approved Plans affecting WSDOT-owned highway right-of-way or highway right-of-way under WSDOT jurisdiction must be reviewed and approved in writing by WSDOT prior to execution and implementation • WSDOT REQUIRED CHANGES OR CORRECTIONS WSDOT reserves the right to require changes or corrections due to plan omissions or details not in conformance with WSDOT's Standard Specifications,Standard Plans,Design Manual-Design Standards and/or Project Special Provisions ® 3. DELAY TO WSDOT CONTRACTS(Applicable to ALL Projects) The Agency agrees to schedule and perform the Improvements herein in such a manner as not to delay WSDOT's contractor in the performance of any WSDOT contract in the area. WSDOT shall in no way be held liable for any damage to the Agency or the Agency's contractor,by reason of any such work by WSDOT,its agents or representatives, or by the exercise of any rights by WSDOT upon any applicable roads,streets,public places,or structures. ® 4. AMERICANS WITH DISABILITIES ACT(ADA)STANDARDS(Applicable to ALL New Construction and Alteration Projects). All public entities are required to follow the Americans with Disabilities Act of 1990(ADA),regardless of funding sources. Wherever pedestrian facilities are intended to be a part of the transportation facility,federal regulations require that those pedestrian facilities meet ADA standards All new construction or alteration of existing transportation facilities must be designed and constructed to be accessible to and usable by persons with disabilities per Title II of the ADA(28 CFR Part 35 151)and Section 504 regulations(49 CFR Part 27 7(c)). Neither cost nor schedule are factors in determining whether the ADA standards can be met,nor are they factors in determining the feasibility of complying with the standard An alteration project must be planned,designed,and constructed so that the required accessibility improvements occur at the same time as the alteration The following are not considered Alteration Projects: Spot Pavement Repair,Liquid-Asphalt Sealing,Chip Seal(BST),Crack Sealing,and Lane Restriping that does not alter the usability of the shoulder. If there is uncertainty as to whether a project meets the definition of an alteration project,WSDOT's Construction Representative and the Agency's Representative shall consult with WSDOT's Regional ADA Coordinator If a situation is encountered where it may not be possible to fully meet the applicable accessibility requirements during alterations of existing facilities,WSDOT's Construction Representative and the Agency's Representative shall consult with WSDOT's Regional ADA Coordinator in order to develop a workable solution to meet the accessibility requirements to the maximum extent feasible(MEF). ® 5. ADA FEATURE AS-BUILT MEASUREMENTS(Applicable to ALL New Construction and Alteration Projects). The Agency shall be responsible for providing WSDOT with electronic As-Built records of all ADA feature improvements completed on the State Highway(s)in the Construction Agreement The survey work shall include but not be limited to completing the measurements,recording the required measurements and completing other data fill-ins found on the ADA Measurement Forms,and transmitting the electronic Forms to WSDOT's Construction Representative. The ADA Measurement Forms are found at the following website location: htto:llwwvv,wsdot.wa.gov/Design/ADAGuidance.htm. In the instance where an ADA Feature does not meet accessibility requirements,all work to replace non-conforming work and then to measure,record the as-built measurements,and transmit the electronic Forms to the WSDOT's Construction Representative shall be completed as requested by WSDOT at no additional cost to the Agency,or WSDOT. WSDOT reserves the right to verify As-Built records for accuracy. Special Provisions-COUNTIESILIMITED ACCESS Exhibit A Agreement No.GCC 1011 Last Rev:02107/22 1 ® 6. SURVEY MONUMENTS(Applicable to ALL Projects) The Agency shall not disturb,remove,or destroy any existing Survey Monument before obtaining a Permit from the Washington State Department of Natural Resources(DNR). Resetting Survey Monuments shall be done by or under the direct supervision of a Licensed Professional Engineer or a Licensed Professional Land Surveyor A listing of Survey Monuments can be found at WSDOT's Geographic Services Office Website: htips:llwww.wsdot.wa Qovlmonument ® 7. ARCHAEOLOGICAL/HISTORICAL FINDINGS(Applicable to ALL Projects) If any archaeological or historical resources are revealed in the Work vicinity,the Agency shall immediately stop Work,notify WSDOT's Construction Representative,retain a qualified Archaeologist who shall evaluate the site,and make recommendations to WSDOT Representative regarding the continuance of Work ® 8. PROTECTION OF PUBLIC AND PRIVATE PROPERTY(Applicable to ALL Projects) The Agency shall assure that all Public and Private Property-including-but not limited to Electrical Equipment,Signs,Guide Markers,and Survey Monuments,on or near the project is not damaged,destroyed,or removed If any such property is disturbed,WSDOT's Construction Representative shall be notified within eight(8)hours. Any Private or Public Property that is damaged,removed,relocated or rendered less functional shall be replaced,repaired,or fully restored to the satisfaction of WSDOT's Construction Representative Construction shall be in conformance with WSDOT's Standard Specifications,Standard Plans,Design Standards,or Project Special Provisions. ® 9. TRAFFIC CONTROL AND PUBLIC SAFETY(Applicable to all City Projects within Limited Access Areas and/or City Projects within Managed Access Areas involving WSDOT maintained Traffic Signals,Freeway Ramps,or Ferry Traffic Applicable to all other City Projects when WSDOT assistance is requested by the City. Applicable to all County Projects) • TRAFFIC CONTROL PLANS(TCP's) Prior to construction and/or maintenance of this facility,the Agency shall submit Traffic Control Plans to WSDOT for Review and Approval at least fifteen(15)days in advance of the time that signing and other traffic control devices will be required. These TCP's shall be in compliance with The Manual on Uniform Traffic Control Devices(MUTCD)for Streets and Highways-Part 6(Temporary Traffic Control) https:llmutcd.fhwa.dot.aoviodfs/200gr121nan&jodf and Washington modifications thereto All TCPs shall be site specific,unless allowed otherwise by WSDOT. • MODIFICATION OR REVOCATION OF APPROVED TRAFFIC CONTROL PLANS WSDOT reserves the right to modify or revoke any Traffic Control Plan at any time due to unexpected emergencies or safety and operational problems for the traveling public. All costs and time delays associated with modification or revocation shall be borne by the Agency. WSDOT shall in no way be held liable for any delays, costs, or other damages to the Agency by reason of any such WSDOT action. • PERMITTED HOURS FOR LANE CLOSURES/WSDOT NOTIFICATION The working hours within State owned highway right-of-way or highway right-of-way under WSDOT jurisdiction for this project are restricted per the Approved Traffic Control Plan(s). Any extension of these hours must be requested in writing and approved by the WSDOT in writing prior to construction Weekend or Holiday (including Canadian Holidays-Skagit & Whatcom Counties) work is not permitted without prior written permission from the WSDOT. Five (5) working days written notification shall be given to the WSDOT's Representative prior to any lane closure • SUSPENSION OF TRAFFIC CONTROL OPERATIONS WSDOT reserves the right to suspend all lane and shoulder closure operations due to unexpected emergencies or impediments to the flow of traffic. All costs associated with this suspension shall be borne by the Agency or their contractor TRAFFIC CONTROL CONSTRUCTION SIGNS The Agency's contractor shall install construction signs required in the Approved Traffic Control Plans as described hereinafter. o Class A Construction Signs are those signs that remain in in service throughout the construction or during a major phase of the work They are post mounted with the bottom of the sign located from five(5)to seven(7)feet above pavement elevation. o Class B Construction Signs are those signs that are placed and removed daily,or are used for short durations which may extend for no more than one(1)to three(3)days. These signs are to be mounted on crashworthy temporary or portable supports and shall be no less than one(1)foot above the pavement elevation. • HAZARD PROTECTION All hazards to vehicular,pedestrian,and bicycle traffic shall be marked by warning signs,barricades,and lights. • STORAGE OF EQUIPMENT AND MATERIALS All lanes shall be open and the shoulders shall be clear of construction equipment and materials during non-working hours The Work Zone Clear Zone(WZCZ)applies during working and non-working hours The WZCZ applies only to temporary roadside objects introduced by the Agency's operations and does not apply to pre-existing conditions or permanent Improvements Those operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans,and other Contract or Agreement requirements During nonworking hours,equipment or materials shall not be within the WZCZ unless they are protected by a guardrail or barrier The use of temporary concrete barrier shall be permitted only if WSDOT approves the installation and location. During actual hours of work,unless protected as described above,only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. Special Provisions-COUNTIES/LIMITED ACCESS Exhibit A Agreement No.GCC 1011 Last Rev:02/07/22 2 Non-essential vehicles and employees'private vehicles shall not be allowed to park within the WZCZ at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing,and WSDOT has provided written approval. ® 10. TRAFFIC CONTROL SUPERVISOR(TCS) (Applicable to all County Projects and to City Projects within Limited Access Areas,and/or City Projects within Managed Access Areas involving WSDOT maintained Traffic Signals, Freeway Ramps,or Ferry Traffic). At the discretion of the WSDOT Representative identified in Special Provision No.1,the Agency or their Contractor shall employ an individual or individuals to perform the duties of Full-Time Traffic Control Supervisor(TCS),certified by WSDOT The TCS shall be present for Large or Complex Projects including but not limited to:Flagging,Lane Shifts or Closures,New Signal Construction,Signal Modifications,Roundabout Construction,Channelization Changes,or Night Work. The TCS's duties shall include: Having a current set of WSDOT approved traffic control plans(TCPs),applicable Contract Provisions as provided by the Contractor,the latest adopted edition of the MUTCD,including the Washington State Modifications to the MUTCD,the book Quality Guidelines for Temporary Work Zone Traffic Control Devices,the most current edition of the PROWAG,and applicable standards and Specifications; Inspecting traffic control devices, nighttime lighting for proper location and installation,message,cleanliness,and effect on the traveling public Traffic control devices shall be inspected at least once per hour during working hours. The TCS shall correct,or arrange to have corrected,any deficiencies noted during these inspections. The Agency or Contractor shall maintain 24-hour telephone numbers at which the TCS can be contacted and be available on the job site within 45 minutes after notification from the WSDOT Representative at other than specified working hours ® 11. NOTIFICATION of LAW ENFORCEMENT and EMERGENY SERVICES(Applicable to Counties and Limited Access in All Cities) The Agency or their Contractor shall notify the Washington State Patrol,the County Sheriffs Department,the Local Police Department(s),the Local Fire Department(s),the Local Emergency Medical Services(EMS),and the Local Transit Agencies at least 72 hours in advance of Lane Closure, Road Closure,Detour Set-up,or Rolling Slowdown ® 12. WORKER VISIBILITY(Applicable to Counties and Limited Access in All Cities) • FLAGGER APPAREL Traffic Control Supervisors,Flaggers,Spotters,and others performing Traffic Control Labor of any kind shall comply with the following: (1) During daylight hours with clear visibility,workers shall wear a high-visibility ANSI/ISEA 107-2015 Class 2 or 3 vest or jacket,and hardhat meeting the high-visibility headwear requirements of WAC 296-155-305;and(2). During hours of darkness('/2 hour before sunset to'/z hour after sunrise)or other low visibility conditions(snow,rain,fog,etc.),workers shall wear a high-visibility ANSI/ISEA 107- 2015 Class 2 or 3 vest or jacket,high-visibility lower garment meeting ANSI/ISEA 107-2015 Class E,and headwear meeting the high- visibility headwear requirements of WAC 296-155-305. • APPAREL-OTHER CONTRACTOR PERSONNEL: The Agency and/or the Contractor shall require all other personnel in WSDOT-owned highway right-of-way or highway right-of-way under WSDOT jurisdiction under their control(including Service Providers,Subcontractors,and lower tier Subcontractors)that are on foot in the Work zone and are exposed to vehicle traffic or construction equipment to wear the high-visibility apparel meeting Performance Class 2 or 3 requirements of the ANSI/ISEA 107-2015 publication titled"American National Standard for High Visibility Safety Apparel and Headwear" ❑ 13. INTERFERENCE TO WSDOT HIGHWAY DRAINAGE(Applicable to Counties and Limited Access in All Cities) If the Improvements done under this Agreement interferes in any way with the drainage of WSDOT highway,the Agency shall wholly and at its own expense make such provision-as WSDOT may direct,to address the said drainage. ❑ 14. SEVERANCE AND SALE OF TIMBER AND OTHER PERSONALTY—REMOVAL OF NON-MARKETABLE MATERIALS(Applicable to Counties and Limited Access in All Cities) This Agreement is subject to RCW 47.12.140,and amendments thereto. This Agreement does not authorize the Agency,its'employees, contractors,or agents,any right to cut or remove any trees or timber located on WSDOT right-of way or upon state highway right of way under WSDOT jurisdiction without prior written approval from WSDOT ® 15. MAINTENANCE OF LANDSCAPING(Applicable to Cities ONLY) The Agency is responsible for the maintenance of all landscaping beyond the back of the curbs or edge of pavement,and in the median of divided highways. ® 16. MATERIALS AND QUALITY ASSURANCE/QUALITY CONTROL(QA/QC)(Applicable to ALL Projects) • MATERIALS AND WORKMANSHIP All materials and workmanship shall conform to the Washington State Department of Transportation Standard Specifications for Road, Bridge and Municipal Construction,current edition,and amendments thereto,and shall be subject to inspection by WSDOT. • MATERIALS TESTING/REPORTING OF RESULTS All materials testing is to be performed by the Agency or an Independent Certified Testing Laboratory of their choice Copies of all test results shall be submitted to WSDOT's Construction Representative prior to beginning the next phase of construction. WSDOT reserves the right to verify the test results or to perform the testing. APPROVAL OF MATERIALS- REQUEST for APPROVAL of MATERIALS(RAM) The RAM shall be prepared by the Contractor or Agency in accordance with the instructions on Form 350-071 and submitted to WSDOT's Construction Representative for approval before the material is incorporated into the Improvements. All material,including proposed Aggregate Sources,shall be listed on the RAM Form Approval of the material does not constitute acceptance of the material for incorporation into the Improvements Additional acceptance actions as noted on the RAM need to be completed prior to the materials Special Provisions-COUNTIES/LIMITED ACCESS Exhibit A Agreement No.GCC 1011 Last Rev:02/07/22 3 being incorporated into the Improvements. When requesting approval of an item that requires fabrication,both the fabricator and the manufacturer of the base material shall be identified on the RAM. QUALIFIED PRODUCTS LIST(QPL) The most current QPL list available at the time the product is proposed for use shall be used. The QPL submittal shall be prepared by the Contractor or Agency in accordance with the instructions in the QPL and submitted to WSDOT's Construction Representative prior to use. The QPL identifies the approved products,the applicable Specification Section,and the basis for acceptance at the project level The acceptance and use of these products is based upon additional job sampling and/or documentation. All additional acceptance actions need to be completed prior to the material being incorporated into the Improvements. Qualified products not conforming to the Specifications,not fulfilling the acceptance requirements,or improperly handled or installed,shall be replaced at the Contractor's expense. If there is a conflict between the QPL and the Contract,the provisions of the Contract shall take precedence over the QPL. The current QPL can be accessed online at www.wsdot.wa. ovlbizlmats! li l.cfm. AGGREGATE SOURCE APPROVAL(ASA) All aggregates proposed for use on the project shall be from Pre-Approved WSDOT Sources. Pre-Approved Sources can be found on WSDOT's ASA database which contains results of WSDOT preliminary testing of aggregate sources. The ASA database can be accessed online at the agency website at: htto://www.wsdol.wa.aov/biz/matstASAIASASearch.cfm. This database is used by WSDOT to indicate the approval status of these aggregate sources for applications that require preliminary testing as defined in the Contract. The ASA'Aggregate Source Approval Report'identifies the currently approved applications for each aggregate source listed The acceptance and use of these aggregates is contingent upon additional job sampling and/or documentation.Aggregates approved for applications on the ASA'Aggregate Source Approval Report'not conforming to the Specifications,not fulfilling the acceptance requirements,or improperly handled or installed,shall be replaced at the Contractor's or Local Agency's expense • HOT MIX ASPHALT(HMA)DESIGN Prior to Paving Operations,the Agency shall submit WSDOT approved HMA Mix Design(s)from WSDOT's Qualified Products List(QPL) for use on this project. • PAVING OPERATIONS NO PAVING OPERATIONS WILL BE PERMITTED WHEN IT IS RAINING or SNOWING. Written permission from WSDOT's Construction Representative shall be required if paving operations begin before April 1s',or after October 1s`. Surface temperature and other paving limitations as per WSDOT Standard Specifications shall be enforced • MATERIAL TRANSFERING DEVICE/VEHICLE The Contractor shall use a material transfer device(MTD)or material transfer vehicle(MTV)to deliver the HMA from the hauling equipment to the paving machine for any lift in(or partially in)the top 0.30 feet of the pavement section used in traffic lanes. However, an MTDN is not required for HMA placed in irregularly shaped and minor areas such as tapers and turn lanes,or for HMA mixture that is accepted by Visual Evaluation. At the Contractor's request the WSDOT Construction Representative may approve paving without an MTDN;the WSDOT Construction Representative will determine if an equitable adjustment in cost or time is due.If a windrow elevator is used,the WSDOT Construction Representative may limit the length of the windrow in urban areas or through intersections. • ROLLERS The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option,provided the specified densities are attained. An exception shall be that pneumatic tired rollers shall be used for compaction of the wearing course beginning October 1st of any year through March 31 st of the following year. Coverage with a steel wheel roller may precede pneumatic tired rolling Operation of the roller shall be in accordance with the manufacturer's recommendations The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup,washboard,uneven compaction of the surface,or displacement of the mixture,or other undesirable results shall not be used. • JOINT SEALING All joints between existing and new pavement;or other cracks requiring repair shall be adequately cleaned and then sealed with PG 67-22 Liquid Asphalt in accordance with the manufacturer's recommendations.Filling shall be controlled to confine the material within the crack or joint If,in the opinion of WSDOT's Construction Representative,the Contractor's method of filling results in an excessive amount of sealant on the pavement surface,filling shall be stopped and the method changed Any overflow shall be cleaned from the pavement surface • QUALIFICATION of CONCRETE SUPPLIERS Concrete Batch Plant Prequalification requires a certification by the National Ready Mix Concrete Association(NRMCA) A copy of that Certificate shall be submitted to WSDOT's Construction Representative prior to placement of cement concrete • CONCRETE MIX DESIGN Prior to any placement of cement concrete,the Agency shall submit WSDOT approved Mix Design(s)for use on this Project to WSDOT's Construction Representative ® 17. UNSUITABLE MATERIALS(Applicable to ALL Projects) If determined necessary by WSDOT,unsuitable material encountered during any excavation shall be removed and replaced to the satisfaction of WSDOT at the Agency's expense The replacement material shall be free-draining and granular,or other materials as determined by WSDOT's Construction Representative in accordance with the Standard Specifications. ❑ 18. DRAINAGE AND UTILITY CONSTRUCTION(Applicable to Counties and Limited Access in All Cities) • PIPE END TREATMENT. All culvert pipes shall have beveled end sections and quarry spalls shall be placed around end of pipes in the bottom of the ditch,and on the side of the slopes • UTILITY COVER ELEVATION. Special Provisions-COUNTIES/LIMITED ACCESS Exhibit A Agreement No.GCC 1011 Last Rev:02/07/22 4 All manholes,valve covers,and like appurtenances shall be constructed at such an elevation to conform to the shoulder slope from the edge of pavement or as directed by WSDOT. • DRAINAGE STRUCTURES Only structures stamped APPROVED by WSDOT's Fabrication Inspection Office shall be used on this project ® 19. RIGHT-OF-WAY PRESERVATION,MAINTENANCE,AND RESTORATION (Applicable to Counties and Limited Access in All Cities) The Agency shall preserve,maintain,establish and augment vegetation on the roadsides and within mitigation or sundry site areas This includes vegetation preservation,weed and pest control,furnishing and placing topsoil,compost,and soil amendments,and furnishing and planting seed,sod and plants of all forms and container types. This also includes performing plant establishment activities and soil bioengineering. Work shall be performed in accordance with WSDOT Specifications and as shown in the Plans or as designated by the Construction Representative. Trees,whips,shrubs,ground covers,cuttings,live stakes,live poles,live branches,rhizomes,tubers,rootstock, and seedlings will hereinafter be referred to collectively as"plants"or"plant material". Grass,wildflowers,and other plant materials installed in seed form will hereinafter be referred to collectively as"seed" Upon completion of all Improvement's,the Agency shall immediately remove all rubbish,scraps,brush,timber,waste materials,or other debris etc from State highway right of way,leaving the right of way in a safe,neat,and presentable condition to the WSDOT's sole satisfaction. The aesthetics of the right-of-way shall be as it was before the work started,or better. In addition,all WSDOT owned and maintained drainage systems must be,cleared of obstructions,restored,and fully operational. Any work-related clean up,restoration,necessary slope treatment/ protection,or drainage restoration of WSDOT-owned right of way not completed within seven(7)calendar days of work completion,unless WSDOT approves otherwise in writing,will be performed by WSDOT at the Agency's expense. The Agency agrees to reimburse WSDOT's actual direct and related indirect costs and expenses for performing the Improvements pursuant to the provisions of Section 7.0-Payment. ® 20. EROSION CONTROL and WATER POLLUTION CONTROL(Applicable to Counties and Limited Access in All Cities) • BEST MANAGEMENT PRACTICES(BMP'S) During construction of this project,the Agency shall furnish,install,maintain,remove and dispose of best management practices(BMPs), as defined in the Washington Administrative Code(WAC)173-201A,to manage erosion and water quality in accordance with these Specifications and as shown in the Plans,or as designated by the Construction Representative The Contracting Agency may have a National Pollution Discharge Elimination System Construction Stormwater General Permit(CSWGP)as identified in the Contract Special Provisions. The Contracting Agency may or may not transfer coverage of the CSWGP to the Contractor when a CSWGP has been obtained.The Contracting Agency may not have a CSWGP for the project but may have another water quality related permit as identified in the Contract Special Provisions or the Contracting Agency may not have water quality related permits but the project is subject to applicable laws for the Work. ❑ 21. LANDSCAPING ON WSDOT RIGHT-OF-WAY(Applicable to Counties and Limited Access in All Cities) • PLANTINGS. If the Agency desires to plant and/or cultivate any shrubs,trees,hedges,or other domestic or native ornamental growth on WSDOT- owned highway right-of-way that is more extensive than regular WSDOT vegetation,the Agency shall obtain a Roadside Vegetation Permit(DOT Form 220-018)from WSDOT for the maintenance of the plantings. • IRRIGATION SYSTEMS. If the Agency desires to install an irrigation system,the Agency may be required to obtain additional approval. The Agency shall be responsible for water and electrical costs. ❑ 22. DISTURBANCE OF EXISTING RIGHT-OF-WAY VEGETATION(Applicable to Counties and Limited Access in All Cities) Unless otherwise authorized by WSDOT's representative in writing prior to the start of any Improvements,this Agreement does not authorize the Agency,its'employees,contractors,or agents,any right to cut,spray,retard,remove,destroy,disfigure,or in any way modify the physical condition of any vegetative or landscaping material located on WSDOT-owned highway right-of-way or upon state highway right of way under WSDOT jurisdiction. Should the Agency anticipate that its'Improvements will alter the appearance of WSDOT-owned Highway right-of-way vegetation or landscaping,the Agency shall notify the Department Representative listed in Special Provision 1 to obtain WSDOT's prior written approval of the Agency's proposed Improvements. If WSDOT allows the Agency to modify WSDOT-owned highway right-of-way vegetation,it agrees that any vegetation cutting and/or trimming activities shall be conducted in such a manner that WSDOT-owned Highway right-of-way vegetation and landscaping appearance or functionality will not be altered or damaged. Should the Agency damage or alter the appearance of WSDOT-owned Highway right-of-way vegetation or landscaping without WSDOT's prior written approval,the Agency is subject to penalties provided for in RCW's 47.40.070,47 40.080,and 4.24.630,as applicable. ❑ 23. ILLUMINATION CONSTRUCTION/INSPECTION(Applicable to Counties and Limited Access in All Cities) • CONSTRUCTION The Agency shall assure that the construction of all illumination installed within WSDOT-owned highway right-of-way or highway right-of- way under WSDOT jurisdiction meets all requirements of WSDOT • ILLUMINATION DURING CONSTRUCTION Pre-existing illumination shall be maintained and functional at all times during construction until the new illumination is operational. ❑ 24. TRAFFIC SIGNAL CONSTRUCTION/INSPECTION (Applicable to City Projects within Limited Access Areas, Projects within Cities<27,500 Population,and all County Projects) • DESIGN/CONSTRUCTION The Agency shall assure that the design and construction of Traffic Signals and illumination on signal poles installed within WSDOT Highway right-of-way meets all requirements of WSDOT. Special Provisions-COUNTIES/LIMITED ACCESS Exhibit Agreement No.GCC 1011 Last Rev:02/07/22 5 • PERMITTING and INSPECTIONS Electrical installations are subject to electrical inspection in accordance with RCW 19 28.101.Electrical inspections may only be performed by an electrical inspector meeting the requirements of RCW 19 28 321. Electrical installations will not be accepted until they have been inspected and approved by an electrical inspector as required by this Section This inspection is required even if there is no new electrical service or new electrical meter being installed in the Contract. Installations within WSDOT right of way are subject to a minimum of a final inspection by a WSDOT certified electrical inspector as allowed by RCW 19 28.141.A separate permit is not required for electrical installations within WSDOT right of way. Additional inspections may be required at the discretion of the Engineer. Installations outside of WSDOT right of way are subject to permitting and inspection by the Washington State Department of Labor and Industries(L&I)or a local jurisdiction approved for that location by L&I. Approved local jurisdictions and their contacts can be found on the L&I website at www.Ini.wa.gov/TradesLicensing0ectricallFeePermInsspICitylnspectors. • TRAFFIC SIGNAL STANDARDS-APPROVAL Traffic signal standards shall be furnished and installed in accordance with the methods and materials noted in the applicable Standard Plans,pre-approved plans,or special design plans If the proposed signal standards are not on WSDOT's PRE-APPROVED LIST (hltoalwnwv.m t.w .gavlecscibridge)iightsignalstandards/index.cfm Signal Pole Shop Drawings(Electronic)shall be submitted to WSDOT's Construction Representative for transmittal to HQ for approval. • FOUNDATIONS Foundation concrete shall conform to the requirements for the specified class, be cast- in-place concrete and be constructed in accordance with Standard Specifications Sections 6-02 2 and 6-02.3 Concrete for Type II, III, IV, V, and CCTV signal standards and light standard foundations shall be Class 4000P and does not require air entrainment Concrete for pedestals and cabinets,Type PPB, PS, I, FB, and RM signal standards and other foundations shall be Class 3000 Concrete placed into an excavation where water is present shall be placed using an approved tremie. If water is not present,the concrete shall be placed such that the free-fall is vertical down the center of the shaft without hitting the sides,the steel reinforcing bars, or the steel reinforcing bar cage bracing The Section 6- 02.3(6)restriction for 5-feet maximum free-fall shall not apply to placement of Class 4000P concrete into a shaft. Steel reinforcing bars for foundations shall conform to Section 9-07. The bottom of concrete foundations shall rest on firm ground. If the portion of the foundation beneath the existing ground line is formed or cased instead of being cast against the existing soil forming the sides of the excavation, then all gaps between the existing soil and the completed foundation shall be backfilled and compacted in accordance with Section 2-09.3(1)E Foundations shall be cast in one operation where practicable The exposed portions shall be formed to present a neat appearance • ILLUMINATION DURING CONSTRUCTION. Existing electrical systems,traffic signal or illumination,or approved temporary replacements,shall be kept in effective operation during the progress of the Work,except when shutdown is permitted to allow for alterations or final removal of the system. If a portion of an existing communication conduit system is damaged due to the Contractor's activities,the affected system shall be restored to original condition.Conduit shall be repaired Communication cables shall be replaced and the communication system shall be made fully operational within 24 hours of being damaged • TEMPORARY DETECTION SYSTEM. If any traffic detection loop is scheduled to be disabled,an approved temporary detection system shall be completely installed and made operational prior to any associated induction loop being disabled Detection loops damaged due to the Contractor's activities shall be replaced and signal detection shall be fully operational within 48 hours of being damaged;or-temporary detection shall be installed and operational. ■ TRAFFIC DETECTION LOOPS. The Contractor shall notify the Area Traffic Engineer through WSDOT's Construction Representative a minimum of five working days in advance of pavement removal or grinding in areas with existing loops All new traffic detection loops shall be installed after grinding or prior to paving the final lift of asphalt unless otherwise approved in writing by WSDOT's Construction Representative. If WSDOT's Construction Representative suspects that damage to any traffic detection loop,not identified in the Plans as being replaced, may have resulted from Contractor's operations or is not operating adequately, WSDOT's Construction Representative may order the Contractor to perform the field tests specified in Section 8 20.3(14)D. The test results shall be recorded and submitted to WSDOT's Construction Representative. Loops that fail any of these tests shall be replaced and operational Traffic detection loops that fail the tests, as described above, and are replaced shall be installed in accordance with current WSDOT design standards and Standard Plans,as determined by WSDOT's Construction Representative. If traffic detection loops that fail the tests, as described above, are not replaced and operational within 48 hours, the Contractor shall install and maintain interim video detection until the replacement loops are operational. The type of interim video detection furnished shall be approved by WSDOT's Construction Representative prior to installation • TRAFFIC SIGNAL HEADS Unless ordered otherwise in writing by WSDOT's Construction Representative,signal heads shall not be installed at any intersection until all other signal equipment is installed and the controller is in place, inspected,and ready for operation at that intersection,except that the signal heads may be mounted if the faces are covered with Signal Head Covering Material to clearly indicate the signal is not in operation • SIGNAL HEAD COVERING Special Provisions-COUNTIES/LIMITED ACCESS Exhibit A Agreement No.GCC 1011 Last Rev:02/07/22 6 The signal head covering material shall be manufactured from a durable fabric material, black in color with a mesh front,and designed to fit the signal head configuration properly. The covers shall have an attachment method that will hold the cover securely to the signal in heavy wind. The covers shall be provided with a drain to expel any accumulated water • TRAFFIC SIGNAL PRE-TURN-ON COORDINATION MEETING AND TESTING. Prior to a Traffic Signal Turn-on event,the Agency/Contractor shall conduct a Pre Turn-on coordination meeting with the following Contracting Agency personnel included as invited attendees:WSDOT's Construction Representative,Electrical Inspector,Signal Operations Engineer,and Signal Maintenance Technician. The Agency/Contractor shall provide the Engineer a minimum of 5 days written notice of the proposed Pre Turn-on coordination meeting date and time. Prior to the Pre Turn-on coordination meeting,the Agency/Contractor shall complete the items of Improvements detailed in the Traffic Signal Turn-on Checklist and submit the completed checklist to WSDOT's Construction Representative.The Traffic Signal Turn-on Checklist form will be furnished to the Agency/Contractor by WSDOT's Construction Representative. Unless approved by WSDOT's Construction Representative,the permitted hours for Pre-Turn-On coordination and testing shall be per the Approved Traffic Control Plan(s)for the specific operation. • TRAFFIC SIGNAL TURN-ON AND/OR SWITCHOVER OPERATIONS. The Agency shall contact WSDOT's Construction Representative at least five(5)working days prior to scheduling a signal turn-on in order to assure that all appropriate items on WSDOT's"Traffic Signal Turn-On Checklist"are satisfactorily addressed. The Signal Turn- On or Switchover shall not occur until all applicable Checklist items are installed and/or connected. This Checklist can be located on WSDOT's web site at: htto:lhvww.wsdot.wa.gov/NodhwesUDevelopmentServteslLocalAgencv him(Go to: "What is needed to turn on a traffic signal?') Prior to scheduling a turn-on date,the Agency/Contractor shall provide verification to WSDOT Construction Representative that all required testing has been satisfactorily completed. The traffic signal turn-on procedure shall not begin until all required channelization,pavement markings,illumination,signs,and sign lights are substantially complete and operational unless otherwise allowed by WSDOT's Construction Representative. If the Contractor is directed to turn off the traffic signal,the Contractor shall schedule a new turn-on date with the Engineer in accordance with the previously mentioned procedures. • PERMITTED HOURS FOR SIGNAL TURN-ON AND/OR SWITCH-OVER OPERATIONS. Unless approved by WSDOT's Construction Representative,the permitted hours for Traffic Signal Turn-on or Switch-Over shall be per the Approved Traffic Control Plan(s)for the specific operation. Signal Switchover and Turn-On operations are permitted only on Tuesday,Wednesday,or Thursday-except in the case of an emergency. No Switchover or Turn-On operations will be permitted on Monday, Friday,weekends,holidays,or the day preceding a holiday. • NEW SIGNAL AHEAD/SIGNAL REVISION WARNING SIGNING.- Whenever a new signal is constructed or an existing traffic signal is modified,Class A Construction Signs with the message"NEW SIGNAL AHEAD"(W20-902)or"SIGNAL REVISION AHEAD"(W20-903)shall be installed in advance of all affected directions of travel on the Project when a new traffic signal system is installed or when modifications to and existing signal are made. The location of the signs shall be per Section 2C 05 of the MUTCD,or as directed by WSDOT's Construction Representative These signs shall be 48"X 48;"black letters on orange background,and shall be post mounted. The bottom of the sign shall be mounted five(5)to seven(7)feet above the pavement elevation Each sign shall have three(3)12"'by 12"Fluorescent Orange flags or Flag Signs mounted on both sides and on top of the sign. The flags signs shall be made of aluminum,durable cloth,or plastic The signs and flags shall stay erect for six to eight weeks or as directed by WSDOT's Construction Representative ❑ 25. INTELLIGENT TRANSPORTATION SYSTEM CONSTRUCTION/INSPECTION (Applicable to City Projects within Limited Access Areas, Projects within Cities<27,500 Population,and all County Projects) The Agency shall assure that the construction of Intelligent Transportation Systems owned by WSDOT meets all requirements of WSDOT If a portion of an existing communication conduit system is damaged due to the Contractor's activities,the affected system shall be restored to original condition. Conduit shall be repaired Communication cables shall be replaced and the communication system shall be made fully operational within 24 hours of being damaged. ❑ 26. SLIP-RESISTANT SURFACING FOR JUNCTION BOXES,CABLE VAULTS,AND PULL BOXES(Applicable to City Projects within Limited Access Areas,Projects within Cities<27,500 Population,and all County Projects) Where slip-resistant junction boxes, cable vaults, or pull boxes are required, each box or vault shall have slip-resistant surfacing material applied to the steel lid and frame of the box or vault Where the exposed portion of the frame is%inch wide 30 or less,slip-resistant surfacing material may be omitted from that portion of the frame. Slip-resistant surfacing material shall be identified with a permanent marking on the underside of each box or vault lid where it is applied.The permanent marking shall be formed with a mild steel weld bead,with a line thickness of at least 1/8 inch.The marking shall include a two character identification code for the type of material used and the year of manufacture or application The following materials are approved for application as slip-resistant material, and shall use the associated identification codes: 1) Harsco Industrial IKG, Mebac#1 -Steel:M 1; 2).W. S. Molnar Co.,SlipNOT Grade 3-Coarse:S3; 3). Thermion,SafTrax TH604 Grade #1 -Coarse:T1 ❑ 27. SIGN FABRICATION,INSTALLATION,AND MAINTENANCE(Applicable to ALL Projects) All Directional,Regulatory,and Stop Signs as well as Route Markers shall be installed as per the Approved Plans,WSDOT Standard Plans,or as directed by WSDOT's Construction Representative. The DEPARTMENT shall own and maintain these signs-unless the Agency signs a Contract or Maintenance Agreement with WSDOT to perform sign maintenance. All STOP,YIELD,DO NOT ENTER,WRONG WAY, FREEWAY ENTRANCE,HIGHWAY ENTRANCE and ROUTE MARKER signs shall be constructed entirely of Type III or IV reflective sheeting.All M series,I series,and D-10 series signs and all signs with blue or brown Special Provisions-COUNTIES/LIMITED ACCESS Exhibit A Agreement No.GCC 1011 Last Rev:02/07/22 7 backgrounds shall be constructed entirely of Type II reflective sheeting unless otherwise specified.Background reflective sheeting for all other signs shall be as noted in the Plans.Sign legends for all other signs shall be constructed of Type III or IV reflective sheeting.Sign legends include:borders,letters,numerals,symbols,shields,and arrows.Reflective legend sheeting types shall not be mixed on individual signs. All signs shall show the manufacturer's name and date of manufacture on the back. In addition,the width and height dimension,in inches,the Contract number,and the number of the sign as it appears in the Plans shall be placed using 3-inch series C black letters on the back of destination,distance,and large special signs Hand painted numbers are not permitted. ❑ 28. TRAFFIC REVISION WARNING SIGNING(Applicable to ALL Projects) When the permanent channelization of the highway is changed,Class A Construction Signs with the message"TRAFFIC REVISION AHEAD" (W20-901)signs shall be installed in advance of all affected directions of travel of the Project. The location of the signs shall be per Section 2C.05 of the MUTCD,or as directed by WSDOT's Construction Representative These signs shall be 48"X 48"black letters on orange background,and shall be post mounted The bottom of the sign shall be mounted five(5)to seven(7)feet above the pavement elevation. ® 29. REMOVAL OF PAVEMENT MARKINGS(Applicable to ALL Projects) Pavement markings to be removed shall be obliterated until all blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement.Grinding to remove pavement markings in their entirety is allowed in areas designated for applications of either Hot Mix Asphalt(HMA)or Bituminous Surface Treatment(BST) Pavement marking removal shall be performed from April 1st through September 30th and only in those areas that shall be paved within the same time window as the grinding,unless otherwise allowed by the Engineer in writing. For all cement concrete pavement and areas that will not be overlaid with hot mix asphalt or BST,grinding is allowed to a depth just above the pavement surface and then Water blasting or shot blasting shall be required to remove the remaining pavement markings. If in the opinion of the Engineer,the pavement is materially damaged by pavement marking removal,such damage shall be repaired by the Contractor in accordance with Section 1-07 13(1).Sand or other material deposited on the pavement as a result of removing lines and markings shall be removed as the Work progresses to avoid hazardous conditions. Accumulation of sand or other material which might interfere with drainage will not be permitted. ® 30. APPLICATION OF CHANNELIZATION PAVEMENT MARKINGS (Applicable to City Projects within Limited Access Areas, Projects within Cities<27,500 Population,and all County Projects) Two applications of paint shall be required for all paint stripe markings as per the WSDOT Standard Specifications Plastic Pavement Markings shall also be applied per the WSDOT Standard Specifications ® 31. PROTECTION OF NEWLY APPLIED PAVEMENT MARKINGS(Applicable to ALL Projects) The Agency shall not allow traffic onto or permit vehicles to cross newly applied pavement markings until they are sufficiently dry. Any portion of the pavement markings damaged by passing traffic or from any other cause shall be removed and replaced Tracked pavement marking material shall be sufficiently removed from the roadway. ® 32. ADVERTISING SIGNS(Applicable to Counties and Limited Access in All Cities) Any advertising adjacent to WSDOT Highways must be in compliance with the Scenic Vistas Act of 1971,Chapter 47 42 RCW and Chapter 468-66 WAC. Violation of this section of the statutes will be sufficient cause for cancellation of this Agreement. Advertising signs are allowed off WSDOT Highway right-of-way,subject to Local Codes and Regulations Special Provisions—COUNTIES/LIMITED ACCESS Exhibit A Agreement No.GCC 1011 Last Rev:02/07/22 8 yIf x o T. Z,N.R_4E_W.M. �54 ifi nine e• snceeY on R -1011 Construct on FgreemeM No a 916(MP /]]) __..- «- _--� 'y^3�^ �e�-`w"�•�-t^-�� -� � � — '96�'^' WillizMaEenl]611,Ave Improvements � y, �F Imo` ALL PLANS ARE SUBJECT To cXAX66 _ ' .RORO6EOP..UI➢6RGHTXEPSXONM Fer Addrf enal RlW+eka don SSN2M y1 ,rl ¢ ■� r•1 Ir-r'C T')r` r--' \"_• 1 I Wv t{se'rv,Yi . / / F.am Porcnla 3519 1 3915,< 3534 Sne •I+' � . I\AF_�K i'�J �bJ T J�1 1=.J\A Z N r,�.,_. ya F'L,�i' r,xuarr9=NAr OR NA.XOT e6 Y v pKVA'.aA%rif 6EEXING cUMENT .1 ! Pa k YSiya,1•s•a5\4l%SE♦.IWun _ i' L {f SSR kM NCAtS..L.SOH iAfdR SIGY pp L.._-.Y I I 'aIi'1nsPwirn6� Ta..vw `rnnolr ! 1v' 'h{,a1•a.c+la.ix.t,.n9y °` $1= [5'A) 210 VOID SR 5165tg.210,00 West. ... F � r ,� r»�A "rC� K ,h1T • ,upX'a•ranl K" cat uc..6+orven rxa\r6,grr cE�rcwr f ,, y y •.�N, ���� .�. i_....... �} - - 0 - -- - C% T.c aE.AA,9am a•- m.,K.l / ._.s� I y� �� •'••. 39 - i1 •caxuams+rx ESrnY(6tdWttf R6Ic6 �...: In 1........-. i '3 NOTE' Right df 1MV and Limllad W aea Walt •••- '�"' z1\+90 SR516 sto.210,00 Sugim"dcd by .'I'}4� n SR 516 Jct.SIR 5 To Jc+.SR 167 Esfo6lishad by Crn F.40.iesuad Nov.M.196s. r.J _ - _ ; f yG I f DO P ee o ov'f Lot CC mP�n _-- TFa C?.L '3 � ti++5 I .`,• °• - .�, ..�..+,r-:-w� •. .,P-�-;vr�.1< i�' Tii cam. P5Q _—S-r4,'- 1- .-. Sec.247 ®d �a4 d rP•� { _ 1 'x 2O N In I0Ve. ro Gv't Lof Ir AN 1 !�}/LG S?�;6 s�01,nS¢c.2 r 1 19 ..4 � r. 5 SOD � �Xao'eas eLi •� I �� r`e: SR 167 J1I/ I}� II '0 � �S Imo- .' i � I PT 809+Z4.64 �+tl 1 ,,. ._ - •S�JI�•�___ ____. i 1 -1 L [¢C. G$ I _ _c x ly�+".yD' Y3 '____ 14V+� �'r Y�.•�I _T TJ>< FY7 � �1l lim sF.l r 'p�cEAw�aa.a�"� ,. -irk �•�,+�-+ � .�.. ,_=g.,� :� I�'; �Z_ _...,_+�� I ; P� II .v+ Lof 6 Sec.24 .2 Go GII -� _ 11 MA.OLSG.'N _A°V�• _-- sw. RMAIt Dl_c•al Tvwaaea6u e x r� t�Z �r7C �� I ® y it ; Ti �.? fl .. in "T L.+.br 9C9 SId O r ct rq I 1gl 'F q Poje � VAT-57 nr'9 Vcinity { ;mot K� ___ _ Z Y ''L Paka1 1}LL� xT m EXHIBIT A ;s •�`• Y•-i_ s 'y-• 'I .% _ arc+4-s' * NOTE APPROVED PER STATE HIGHWAY *yhng M.Y&94E qr µtit%%Tp AREAS COMMISSION ORDER (FEB.1S.1966) 3] H TE R a*w a PEQRTtW F".01t'wx TK"O ll W WR TO T j ussR ocsuwEYm.sar�+'+a�vie MIM SR 167 y��}CH1CA60,M\LW AV KII,E, I i'%M"'• 1Y ..ar' 1 ,uR3oltreorwXv%lR[CT Tb TNG cr ir+s Port.oR KENT:SO.285TH ST.TO 50.228TH ST. A C C E S S NOTE _ xA6ur36T%PErnsa En�ccess+ruE grc KIN a r it s.Te,. 4,sp�•«.rMksdur..r'er\Vse.Htq'nwey glen.6.l..rca yY T -^- i y LOA%O PAft TCTXc rRMCLm}%WA,%T orounn }WMgA:�1y R. aW e1 Aletkv S! . .7ler � RIGHT OF WAY e\o p,�,c,rae...,.\I be «1 a F..,eE,.,;t••R Ta.s,.de., ..<a-wey !! S+a,90 00 ,o stv.szz,00 y .. Wr,,,...\..a*' +,way ...•:.-c.>,n. •P.gP a.ictrss.w t. sTn 5p1z2s wco I.na}u,t:..r_ -7 E�= _ ACCESS APPROACH SCHEDULE ...I..wo. u - ,Y w+••,.... £ ( Jhcc}No 7�10) AR11,a6""TER5ECT10N RT. 2 mi] IIOIT 3fa 1B0.Mll34 YX19 LT,l�rTICW a<_�Y O,YIYer.4•�R�On• NOTE'. Foc TOTAL PARCEI.DETA\L MAP,Sn�.shae.4 1.1:2 ST�..yq s16 zzl+qo -- ........� }: 6cwr,ngr grrd A4 Y.0 c\.dvn w�}h an a}ec\h ^•• nMgP 114.RpPocb�Gwn}y Assee�oi-� LE CAE NiND 7URPLU9 PROPERTY CR 7•.-0 .Nw a tW`slen Ikm WB �W •.�.. F"nr ovvWl.tEa�E-+\r•s ems. --Alp A PC y BePreh\P 1tedSMomnll,.ls �. w.w.n.. tom.`-a " "n ,• ,•,••• � c C VE Ti 0. p%o h Oulner9'ni t�lum6ea-s 1-6 T 9 w•• •. •"•"••••• �• cacT+i3 N Y�y 4 KET1 O i .1 "�:' R` iXELT '( OP CIO SXEfli Z6T•i\.90 Pcopehy L\I\esFIN -I ♦' w.'� °� � �S.ers+t.�1\!+ar yY.*•�+aR'f li�M.fP.K 6.net. '*Em LK tlJSao Tza9a � "" - �« •• c•a u `'�`.""" r"' 4. NC eas.�tti.ec Iwaam sze6.aY L'ST.y e._ ae _my �••••• ,,,�... E toblishad by Comm Res NaAJTG-'MaV 1'1,1965 Drawer V028 Sequence 03 sa `6''v PUBLIC WORKS Chad Bieren, PE, Director 400 West Gowe Kent, WA 98032 KEN T Fax: 253-856-6500 WAS HI NGTGN PHONE: 253-856-5500 DATE: May 13, 2022 TO: Duffy McColloch Local Agency/Developer Services Engineer WSDOT - NW Region Development Services FROM: Thomas Leyrer / Rob Brown / Derek Hawkes City of Kent, Transportation Engineering, Public Works Department SUBJECT: Naden Avenue South and Willis Street Channelization Plan, City of Kent SR 516, MP 4.73 to 4.82 besiprt Approvaf Extension Request The City of Kent received WSDOT approval of the above-referenced project on 3/4/2019 as identified on the attached channelization plan exhibit (Attachment 1). Construction work has not yet commenced for this project since approval was granted, but design work is underway with the expectation that construction will take place in summer 2023. It is recognized that although WSDOT's approval is now outside of the 3-year window, there have not been any changes to the Design Manual that would require changes to the approved ehannelizat",., design. As such, the City of Kent requests an extension of the approval feF the rh...,nelizatien Plan. Concurrence Signature Digitally signed by Dean Moon Date: 2022.05.19 15:58:53 Na n 07'00' Date Assistant State Design Engineer Headquarters Exhibit "C" Sheet 1 of 8 Construction Agreement No. GCC 1011 JA 9775 SR 167/516 (MP 19.62/4.77) Willis/Naden/74th Ave Improvements City of Kent Public Works Department e«"°°wv<`upA9�.�..M9acsses, A'Ann SE 1/4 SEC. 24, T 22 N, R 4 E, W.M. WA.1 NiIE LIW IRWI.iTI i TRAFFFC CURB AND 9Uy•�'�-�''1� PAM44s.4,.irT4nf A.maP.ow,lw4. HATCH LEGEND: F BEar+DauBEE sELLDW +l I 1+74. 11 4V ` 1I ►1/�Tc STAMPED COLORED CONCRETE-B'DEPTH O£71TE�tLINE S,LONG CURB TRANS1TON BRICK PATTERN 81��ARROW TYPE , IA D pDtcl isienW • F I 1- ALL SIDEWALKS RAMPS SHALL MEET ® STAMPED COLORED CONCRETE-B'DEPTH R T. l TY 73' G Z �'IE ILLOW EDGE LINES I CURRENT ADA REQUIREMENTS TO THE SQUARE PATTERN CNL I y F MAXIMUM EXTENT FEASIBLE. TRAFFIC CURB AND GUTTDR `G RIGIMITEDr_o 7U,T PUNS OR 2 DETECTABLE WARNING SURFACES SHALL RI 1 FIIh1L LIMITED ACCESS LINE BE INSTALLED PER WSDOT STANDARD a iris 0' I 7 Z j RAYSfD TRAFFIC ISLAND WITH I PLAN F-45AG-02 S DEWALK ZL IS LONG OURS 1RANpION y 1 STAMPED COLORED AND GUTTER + HS Y STAMPED CQORED IOpNOR£T£ < TRATTIC ARROW TYPE 2SR I PLANTER TRUCK APRON W11H ROLLED CTdiB 1 m STAMPED COLORED CRO�NCLREE�TE t. TRUCK APRON WITH 1 CURB TR CAR W 7TPE 2. BS C fNO 5TL1P E1HE ill' 16 H ALK G I TRAFFICix CURB AND GUTTER L 1� 'A G -STOP L p T I Bf- C 1 l3E.GNdLINE �.... CROSSWALK T'� L TRAFFIC ARROW T7AE a NIS O END CROSSWALK ,o _ ARROW E. D z� 1 $ a?O Al!< IE7W YELLOW EDGE LINEA END VIHITE MDEJ LANE LATE T` A L o EHD WHTE EDGE CI14: END RIGHT TU STORAGE GE 6 s £fY0 YE11VW ED LINE S 5726:1 ISLAND BEGIN WHITE EDGE LINE + LINE TAPER 7 C Q 'A BEGIN 5726:1 ISLAND END WKTE W+ LANE LINE OC EDGE LINE TAPER �r = ST'peA{ I 1 TNUCK APRON WITH ROLLED CUI Do LEFT'RB Tl.�r I O B A END WHITE EDGE LINE d [ 'D T __ r r?rrrixnrrrrrrrrrrmr�rrrmrr.nr W ` I' e^f _. fi '•? J`Y7.rl']Tfr ITJ J77'F'7 1'Y ——— 4-.•—•.� — W lY S �N L Ex FS'.E71LaE LLNC p W+D _ W R PF OW,AII CURS BfpF 1T,.T;T CANE y LLITAPEP N N �1 S'LONG C11R9 TRA#9TII, L Dt+ }'7 T .. .LIP Li {1 MATCH E9$iRiG CURB p AND GUTTER - 1r -^f- Ln r M A I t" AMPED COLORED'CIINO'RE^ - e CL`f.T LINE SR 516(WILLISVILLIS ST) �TRUCK APRON WLiM RDL®CURB '�� � + _ _ �y l I I 219+7!_85.19.G0'L` EXISTING EDCE LINE / 6 N I BEpH L1N1TE LAYS UNE CMSTING CURB AND GUTTER E—END fMY lE LAHEk E UNE a• I =� 1 `� C4 1 x19+OO- SB9.49.06-E 221+00 8 222+00 it 273HO0 ♦r _`- _ +' FQ- Vl a ~----� 1OO'STORAGE W �+ I EXISTING CROSSWALK EXISTING STOP BAR { ]�ExISTIN4 EDGE S� ea.l Z f 1 I. MP 4- 5E1MS11NG GONCTiCTC CURB 2 _ J - R T 710+. 6 r19.5iM4 LANE uNE� U N: 141101.63 7 i f105ANG STOP E: 129115527 I L S EXISTING RAISED YEDfAN 1YY I� F7@ 570P 1.1NE f B[(ary 111{ET>•EDGE L INE n BEG PROJECT EXISTING LANE LPIE i 1 ` SR 516 MP C73 EXISTING CURB ANO Gl1TTER 1} C A - II I I I Ji BE1N w TE LANE DO Ww1F LIVE - II STA 219+71.85 EXISTING STOP UNZ I I BEGIN RIGHT _ STORAGE yLL + EN13 WHITE LANE LIEX_ Nf O EXISTIIG STOP LINE SW _ G" TE43,04- LINE E lft{ILLfsJdr"r'..Ll1fLL/ft1.[rrJft.i.C."A"644L"-,tufs.G Aew L/L/ sr F/.R./ - Ell/ 11vLCfiL/.Ai/liilJL,L�" LIMITED ACCESS ., 7 A R g I V1F CHANNELIZATION NOTES to 6�Yt My ;1Z If' T3• e. BEGIN WHITZ LANE LINE G BEpN�11rIIrE EDGE u j NAMM AVE-a 10+0D I ��e BEGIN STOR 7 [WSDOT STANDARD PUN SHOWN IN BRACKETS] M. 1411 OD 0 ; A EXISILNG EDGE 1 E. 1221431.17 ,LY r l BEGIN STOP:m C r EIPL 1WITE EDCE I NE OF PAVEMENT a f A EDC UNE[M-20.10-02] - -S� Q ILII I LI , END PROJECT d II EI TRAFFIC ARROW 2SR[M-2a40-02] O BEGIN CRpSSWALK - { ., END -O BEGN WHI 4 4 ,L>-V A. I 14, + A SR 516 MP 4,82 EXISTING STOP ILVE P O EH.'1 WNlTE:ODE U C BI TRAFFIC ARROW 2SL[M-24.40-02] A. .t ED CROSSWALK I G S1DP LINE[M-24.6G-04] END 9.1:1 rWRN Lxv£rAs�fn STA 224+55.02 g@$5 ISDOT WORTHWEST REGION L D A%T U J I E.S.E.S.G TRAFFIC ,R APPROVED CHANNELQfLTION PLAN�Y E hVE LINE[M-20.10-02] J A�.Ti01s I TRAFFIC -AREAd'ERAIIdS_-- F WAT L£CENTERLINE[M-20.10-02] / SICNE - DATE 4 I d G WIDE LANE LINE[M-201 0-C2] lI �, PRINT ' `v F ` 20 10 0 20 40 SIMAiEEIbI{{/+ R if 1 DETECTABLE WARNING SURFACE[F-45.10-02] SCALE IN FEETID DATEPrJNT III �- t}Jd5 xana 1�P9 .bylx y rc 'L C- Of[(¢'TLS -9 MY 4.,a IU MY 4.9[ 5N'ET ty lywks DeparnarDt NADEN AVENUE S. AND WILLIS ST, �N 1ONADEN AVE. S. AND WILLIS ST. DE o KrcN7 EDglnetai goomi. ACCESS IMPROVEMENTS MT.KING c0uu vrvNNELIZATION PLA�NRDARr s.2019 c T5 Drawer 245 Sequence 12 SE 1/4 SEC. 24, T 22 N, R 4 E, W.M. DESIGN DATA BOX LIMITED ACCESS R/W SR 516(WILLIS ST) NADEN AVENUE EXISTING EDGE OF PAVEMENTA /77"/777777/7J7777T T��T//1TY77T71FA177T1Ti7f77TFf7.^J7T17 MP 4.74 TO MP 4.61 FUNCTIONAL CLASS U7 URBAN-PRINCIPAL ARTERIAL LOCAL ROAD EXISTING EDGE OF PAVEMENT -. F !^ W W NHS STATUS NHS HIGHWAY _ =' ACCESS CONTROL UMITED ACCESS-FULL W W' W W DESIGN VEHICLE WB-67 SU-40 SR 516(WILLIS ST) _ "' N CAn 17115711NG RA1sDo tAN SR 516(WILLIS ST) ACCOMMODATION VEHICLE w13-67 WB-67 I I ^1 N In POSTED/DESIGN SPEED /4o MPH 25/30 MPH 217+00 SB9'49'Ofi"E 218+00 + + d +}qp 226+00 f TERRAIN LEVEL LEVEL Ham_ SL9'48'OB'E R/W CE m V- _�--__.__�_� -_r- - F __ EV eq TRUCK PERCENTAGE 6% c5% - W W Z Z iB' TRAFFIC CURB AND GUTTER(CURB 1) C) U EXISTING EDGE Qa OF PAVEMENT HarID TROWELED TAPER SECTION EXISTING EDGE OF PAVEybIT (SEE SHEET 1 FOR TAPER 20 10 0 20 40 SECTION LENGTH) S LIMITED ACC SCALE IN FEET R'� g' Er1aT.A'r Sh.. o19 21' ROUNVABOUT Construction a9rrement No.GOO 1411 JA 9775 �. FAIT OF CURB 1 TRUCK APRON SR 167M161MP 19kV4.771 CURB(CURB 2) CA WiIIiS..tl Qh Ave Imp ovemen s 1+ I.ON)R. r ■A' 12' 12' 7 I ]' S$' 12' 4 1/2"(IN)II_ rMATCH ROADWAY ' SHIXF3IEF 119 TWAJ meOPE TiRAISE G EB Ea '"M SHGIRRER � ESLTlr RAISED RAISED t/y(W)R. AUGN MEDIAN MEDIAN RgADtiAV NOTE:CURB 1 FACES OF C CURBU2 FOR EXISTING CURB � COV WTC CURB � 1 r ♦ -' VARIES m VARIES r� CURB TRANSITION -.� `tea•. MAINTAIN FLOW LINE WITHOUT TYPICAL ROAD SECTION CURB 1 VERTICAL LIP BETWEEN EXISTING ROADWAY°--' GUTTER AND L7WIB— is SR 516 STA 219+70 TO SR 516 STA 221+40 CEMENT CONCRETE 4.. NOT TO SCALE TRAFFIC CURB AND GUTTER FACE OF CURBCA •" �y 1r Ia .� PLANTER O.T 0.5' 5" Y SEE NOTE 2 12, a` 51 8" 17' 12:' 12' kw T71 12, 12' 1 Y S' I ' Gr17'T7/7M W.$MR. U6 1HRU 12.8' S5.5 EB U t ST+DlA11'Jf XWALI( Y ROADWAY CURB 3 SLOPE WHERE LEFT TO LANE WHERE SHOWN SHOWN 1/2-(IN)R.(TYP) ADA RAMP CURB AND GUTTER .� ON PLANS 7 1 CUB19 ON PLANS •• `v CiT�REr.+Ku1 vVARIES VARIES • AP WSDPROVED CHANNELIZATION PLAN ... 1'-10" Tlzkq Ic N£ER-AREA OPERATIDIAS l�R OA'TE LC4-t1 t PAN ExlsnNClmAOeAr TYPICAL ROAD SECTION CURB tN ROUNDABOUT TRUCK APRON SIR 516 STA.222+44 TO SR 516 STA 224+10 NOT TO SCALE CEMENT CONCRETE CURB S GUTTER strsED ATE> ' WlINT A! wm w wc+1e p x••i - "^ sneer 1+.naI NADEN AVENUE S. AND WILLIS ST. I NADEN AVE. S. AND OUTLETS ST� 4O�I l=_r . Public FT%WDFks I II of KE}I7 E naniD Divisiwl ACCESS IMPROVEMENTS COUNTY LIZATION PLAN s g KENT.KING COUNTY fEBRUARY 5,2019 SnEETS SE 1/4 SEC. 24, T 22 N. R 4 E, W.M. I 1. ALL STAMPED COLORED CONCRETE ° d d ° m ' A SHALL BE B-THICK(MIN). ° In d ° — ---a- ---`'-- ----- G a— /�/ LANE CURS T61uuK APRON PLM a Y / SIAW— LORE N nETE 0-1 d d / F BRICK PATTERN ° IFI.S% 2'R — 5.f 2' d O � _ .rxV♦ y.` C�a 41'R Do ` a ° c 61'R 221+63-03,53-14'L o d (MIDPOINT) uc d SECTION A-A 1+st.1a N86'49'02'W,L=4.83' +.'�. 22E#0Ci.57,69,A0'L ° f ! d LANE CURB 3 TRUCK AP LLPIB 3 F11P F'E_ D. STAMO COLORED GDNCRETE VSQUARE PATTERN O d0 d I 15 O ISLAND } O O b AREA v •• - / 0 606 SO PT 2'R 7 61'R�, 60'R 2'R �y- 4 SECTION B-B 2'R 4 O. NTS N �NYQ2-NL L=t9.B2 R 1 221+63.93,45.06'L mygs APRfOh CURB 2 TRUCIT APROft 2 APRON (M { STAMPtU C0i0Ntu STAMPED ODLOREU CANO -L SIAMFLU CULUKLU CONCRETE BRICK PATTERN SQUARE PATTERN CONCRETE BRICK PATTERN 221+36,47,31.02'L 221+93.73,31.01-L SR 516(WILLIS ST) ( S89'46'32-E,L=30.98' 1 5 2-5 0 5 10 I 4 SCALE IN FEET SECTION C-C R NTS LAW CURB i CtiRB 1 LAt1E LA Cu1i8 RR SmE— crtlCrc'rFll[nFi ',IAMY[B COLORED RUNG..IE BRICK PATTERN 1 5R F • l Y SECTION E-E SECTION D-D NTS NTS A OURB! STAMPEO COL WNCr+EIE CURS 1 FEDESYRIAN RM 1 $TAM COLORED CONCRETE CURB 3 LA11E BRICK PATTERN BREbf PATILRN Tu11AK'G' 6iacll cenaryma++vrn.�wn Mm me 1e11 JA 9115 WSOOT NORTHWEST REGION SR 167/516(MP 1962477) APPROVED CNANNELIZATLON PLAN y wllisM9deM416 Ave ImO�ovement5 TRAFM EMGJEETL_AREA OPERATIONS j Y. somm GATE PanrT !• .. ENS MANAOM SECTIION F-F DATE TS PmNT '0w A City y• .PuLlx WorksUcpar[mrnI NADEN AVENUE S. AND WILLIS ST. NADEN AVE. S. AND WILLIS ST. F • "' r� KEli7 Engineering OivislDn ACCESS IMPROVEMENTS ENLARGED PLAN AND SECTIONS 3 �Ra. g g KENT.KING GOUIIT7 FESRQARY 5.2019. 'rR:C3 HATCH LEGEND: SE 1/4 SEE. 24, T 22 N. R 4 E, W.M. NOTE CURVE DATA STAMPED COLORED CONCRETE-B"DEPTH 1 ALL SIDEWALKS RAMPS SHALL MEET BRICK PATTERN CURVE M RI BTnTIOry OELTn Rn0lu5 TnNGENT LENGTH CURRENT ADA REQUIREMENTS TO THE Oat' 14013' MAXIMUM EXTENT FEASIBLE ! C1 2+fi214 6'10.3453' 1300 SIDEWALK 322E 26 79' 66' 1 B6_81' 37.41 2 DETECTABLE WARNING SURFACES SHALL BE �t = 1 Y } Y. C3 +24.BB 47'401682 76- 7524` 633fi IF-W 10LE0 PER WS00T STANDARD PLAN DESIGN VARIANCE Z 5 3 ALL S"THICSTAMPED COLORED CONCRETE SHALL BE _ I B"THICK(MIN) DESIGN DECISION MEDIAN ! m T DM 123906,MARCH 2022 Z 1 4 -• � R1A 0Z 'T- ... •. -: - -. .. ... ...a .... ... ... Ex SW N Z BEGIN PROJECT .--EMrTV44 C01i AMD GUTTER SR SJS A73 = 'Gk' ,� � • ���- :- - - ----- _ • - "( I w /+ STA 221+00 1. ,i.:�'•txr� -•. •1—_.. - x DO P ! LAP i - av£ExSr DUAL W 33 MGr-a51$iurr - W SIR 618 fMLJ SST) _ � FACED SLOPED ` ; �IVR PROJECT_ W cn I _ 316 Lr, fE MPA9.1 Chi WIfH FeLIUBIC r5 _ _ MOUNTABLE CURB { pyLON PER 40"SECTION) '� S'Is MP 4•BU D res frtlSTfaL LRBF. N. 1:11[Y Ty + {I)HIGH-VISIBILITY YELLOW END CAP •[pGi Gr Twk-EL.. E: fFBL1A F I• ,;;- ire .. STA 223+20 N �lF — ! S89-4906'E �.I W $ :.'2• T `::5�ft(•"� F- �.`� ry 22�4Vi 1 •r W u + �+yw E• C a ..mr r� s(. Do -3'�, �[niTR'K:5r9P't�4 > <y I SEE-.lffE ,�1 nh!a s4 ae'E Cn EXISTING GRS WIIUf / y[p!y{1gayjp ( ,�s1:4" ,,yy1C .� rl" EXIS iING CONCRETE CURB—� 'N $ yp 7 TRAFFIC CURB �� _ !'+.. -�N 11M:(y76�Lkl[9k_ F6- 27dw 00 �... �, '1 ! '- 506E W to e:4L NA_-T $ AND'UTTER EXISTING LANE 1!d H N: 141101.63 •. N, 1411fi07� ; - ` pry E: 1291155.27 * ! E I:YI+AO ad I ..- —1%,F^N'F-Top IJIC•= UD In EXISTING RAISED ME[Nd1J EXISTING EDGE 'W OF PAVEMENT 'Z EXISTING LANE LINE G !,••,+- S J Pr-"I70! ExISTING STOP LINE mcz tlr�N a T;nf41i STOP LINE h W Z M.TY. LIMITED ACCESS p '�' p- R/W m ` A �`o--•L --"I"'R 19 6' 21) �,O+.RQ�' CHANNELIZATION NOTES 1 ��rr� sy um „Br[ Lllx s %N(]STOPLJ IWSDOT STANDARD PLAN SHOWN IN BRACKETS] S P1• �' y' A WHITE EDGE LINE[M-20101 54 hCI-OLM F -9 4 STOR UN[ G. 1 END DOUBLE ! TRAFFIC ARROW 2SR[M-2440] ue1�lY tT15TINC FF2D YELLOW CENTERLINE STOP LINE IM-26 BOJ P j BEGIN DOUBLE s �N R._'. j _-„ + 4 4 *• F '�,•:�1�5� YELLOW CENTERLINE END Will EDGE:Wt LJ O CROSSWALK IM-15101 It �.�. PC fi.F F ONLY IM-03 101 T Ae IC ARA I �, jf 4-AI`. !• 1-F' Y X � S3W TYPE 2SR 0 fjT{Y-011 ECv"E L11,E 4c 6 T.. R DOUBLEYELLOWCENTERLINEIM-20101 6 YELLOW DETECTABLE WARNING SURFACE IF45101 ] ' 1' ,r• / /�: LIMITED.ACCESS R/W +, EXISTING CURB AND GUTTER V(y }I 1.05. 1 .$-00'L _ ` AVE S. -&::I T VIIS TNORTHWEST REL30N I 74TH ,\ Mal, , �(sesarBlTa'#IaN.pL1 % \ TAAYT,-G Maw Trn n f�5 67 '' E I ✓Nar Ewen q0R' ecrco WSO'I]tTtrrR':45- PC.B LSIiE ' e�a Lxmun.c.m.cw 3,Bb XI _ zD' tD' D zo' ao' SCALE IN FEET °awm �` "L3 Rw1]�i966 YI a.R s o,E Na o� City of Kent GR Sm °""•Ewa !"'�"^ {ma Public Works DCptartmlBCI 74TH AVENUE S AND WILLIS STREET rj' TlOnspOr[OtiOn Solutions CHANNELIZATION c4 t aF a .o aLv.sv+ q' ar.rc +6.:.K VlCENT Engineering Divia. rr ACCESS IMPROVEMENTS PLAN uam m/ze/2o22 g g EA$YF,If11C COUNTY DULY FlLE N0 221050-CHoI SE 1/4 SEC. 24, T 22 IN, R 4 E, W.M. DESIGN DATA SR 516(WILLIS ST) 74TH AVENUE MP 4-74 TO MP 4.81 FUNCTIONAL CLASS Ul URBAN-PRINCIPAL ARTERIAL LOCAL ROAD NHS STATUS NHS HIGHWAY ACCESS CONTROL LIMITED ACCESS-FULL DESIGN VEHICLE W8-67 WB-40 ACCOMMODATION VEHICLE WB-67 WB-67 POSTED/DESIGN SPEED 40/40 MPH 25/30 MPH TERRAIN LEVEL LEVEL TRUCK PERCENTAGE 67 <57 7 irV LIMITSD ACCESS7� vriR/W ,^frr�rrt.P/fe�,ri t�,arYiT✓ �irirr�/r rrn EXISTING EDGE OF PAVEMENT-� � EXISTING EDGE OF PAVEMENT W W W W 2 2 W W W W SR 516(WILLIS ST) €x151rrc15 RAISED MEDIAN SR 516(WILLIS ST) Z, VI V) Z Z _ = mstING 0 i } Q Q of Ax+€A1E41_J EXISTING EDGE OF PAVEMENT^� ■� -L/liL.GLMITED ACCESS sXf.LlL/1/JJ1(/JL/111L/L/J LGLUG/1/1LLL ! LIMITED ACCESS R/W t 1 (E WSDOT NORTHWEST RC�ON �. /PPIi3VCDi`t44ME1.�'ATION t��l ✓r 20 10 0 20 40 I. �•f�•rtl Wr4wnn Dp SCALE IN FEET hF � o VLS ]>'iQ]9 "SCl cnu oAi�nuiu Cty of Kant 'sm+so N= PtlhlicWorksDepanment 74TH AVENUE 5 AND WILLIS STREET Transportation Solutions CHANNELIZATION z of a ����...✓ll����T ACCESS IMPROVEMENTS •-^•• °• �_°•• PLAN +,c.: Rr.�. ae 1 oM1rt "'p"° u'*L'�"w�01/D!f#037. Y co 10ENT Engineering DivisionpyF1. y, --------- wow---mow --• rlLe luo 2ziosD cnD: SE 114 SEC. 24. W.M. xr a B£A!i•t:.yi-H'�&CfXti Taon Ipa AFCB MR-IF WITH FLEXIBLE POSTS(1 PYLON PER 40 INCH SECTION) SR 516(WILLIS ST) PT =} e•s•�n.c::-•....�lu WITH FLEXIBLE POSTS(1 PYLON PEP.40 INCH SECTION) A F4 , BEGIN HIGH VISIBILITY YELLOW END CAP i PRECAST SLOPED SLOPED MOUNTABLE CURB -' _ MOUNTABLE CURB .}O 7}_- f'!C-�l+: - ''r%Flit CAP PER WSDOT STD MOUNTABLE CURB xC.L. x+5. �. /e - MATCH EXISTING PLAN F-1062 r r $LOPED MOUNTABLE CURB /' - {I 1—a •NEL R, �-� ii � '�t9^5C C18Y.t�•C G7 S89'49'06_E 221T?! R y.► �•c�.F1 »-•f{o� '-!�i 222+00 223+00 FACEG SLOKID k4, !+>•7lMN 11 CURB ' 7..I PEP.W STD F-10 OT C PLAN F-10 fi4 UMATCH EX Cun9 ✓ ".zzl..�r:cti•-s.T'L 7wC� MATCH EXISTING f [ PT �i '� x= za _ s� NEW TRAFFIC MEDIAN 'tiH AVY 5 s 5 00 VAI >< �f♦sn n.:�_ g! _ x5;5.p_ N 14110073 cif E 1291440 45 .. CEMENT CONCRETE e *7.! 4 • :+lift S' y SF$OF 'x 2_•yrU1',_ 1n 5!'? .R yam. $[C3R SPXTC('4P� ie3 f TRAFFIC CURB,PER ffx(lTS`P.MATCH#:•!5 IG1'"�'18 WSDOT STD PLAN >< E 1291p3 1 YELLOW DETECTABLE E 1?91�430 I6 WARNING STRIP,PER YELLOW DETECTABLE WSDOT STD.PLAN F-45.10 •krt ;."'R WARNING STRIP, PER yyAyf WSDOT STD PLAN F-45.10 tt PC l+AS S' 3�� 7�.t:aa• SS 4!'a • � ° o I'v C � _7P.a7.56 S%-Y74 PRZ iJn +xV Q F w:: • • •- •; Pi k+A P '• +!1' R. �• l e CTI MATCH EXISTING �• f x „ /' }25 )3 d1. j /X f BEpN SMOi.0 OIB RAMP fy + •• .07 i!q CURB RAMP V ; � ! �� • ..a �'DC .223_ o 1 ! 7>$iW'Sg$i'R7 ' • ' '} CEMENT CONCRETE RAMP E•�SRMTIC CU 9 AND CEMENT CONCRETE y G TYPE PERPENDICULAR A. GUTTER MATCH EXISTING 7�"35•. .d9•P PER WSDOT STD,PLAN TRAFFIC CURB,PER , m' 197Y 41.5es+Q MATCH EXISTING +,+ WSDOT STD PLAN F-4015 AN8 WAUi F-1062 p ,0s e6'_Ba.}S'R0 (TALK alai SNGc.E DIRECTION CEMENT CONCRETE RAMP 7i :11tSF. 6D`!P � I`• CURB RAMP TYPE DIRECTIONAL A, f i PER WSDOT STD PLAN END TRAFFIC CURB F-40.16 AND GUTTER I� FC`1 a '•�a LEGEND i PROPOSEDSIDEWALK �� L u ,!'S"'7'R�s r� ff, BEGIN SIDEWALK 3 NLY 5• �zea� d 4/fp AN AFFIC CURB' f=. ENLARGED PLAN FOR CURBS, RAMPS, MEDIAN, AND SIDEWALK 10 9 6 16 20 «+'ungll~ e x W �'/ 'Y• SCALE IN FEET Y S+orwrco 1 "y �111 ayirac. SEE N CITY of � • °Ri'"cu "�°'^a'�!! r moFNI Public Wixils DCpmVtll'Bt 74TH AVENUE 5 AND WILLIS STREET 9f TlOnSPO!lnflOn SOlnllOnS CHANNELIZATION s 3 ov 4 _ e xw ox " - I •.-ew•s Q„I a 'w En�mmnns Division ACCESS IMPROVEMENTS � � •^�y• ••^ max_ I PLAN IS OA I ESE N.22t050-CH09 R°A'.KF i• !J!E e°7l 7�Y3 1:):TTe'-!4'4 C/L i4' 12' 12 7 Y 12 12, a+' SHOULDER sv9— THAH %13 %75 iNG 9 U ES nfkoR RAISED I RAISED MEDIAN MEDIAN i n VARIES VARIES n CURB _......._-- _` _ LEXISTING CURB EXISTING SLIADWAV TYPICAL ROAD SECTION SR 516 STA 219+70 TO SR 516 STA 221+26 NOT TO SCALE PRECAST SLOPED PRECAST uauwTbEILE WR9 LIDU NT AWX CU l PETS WOOT STD. CA PER N50D1 SrD FLAW P-10$2 PLAY r-ta.52 24' n2" 1$' NEW.£% DBD. i$ 42' ii" SYr6.rc.DER Wn 7n Zi rvo HT?D FFP _ -b TK4U S,,I)V I IDEA I VARIES VARIES L EXISTING ROADWAY ` TYPICAL ROAD SECTION SR 515 STA.221+26 TO SR 518 STA 222+81 NOT TO SCALE C/L I VARIES a-5 VARIES i'K iY 17 wani VARIES 17r 12 4'-15` 5-20' aR RN V v9 PU 12:8'• 1,7.5' E'Y «L' 8 1iFlf lIaULO R �tozwg-1 L4EF LANE MERE'$MaNN 1 GQR'S PLANS '• VARIES VARIES PRECAST DUAL FACED 1/y EXISTING ROADWAY SLOPED MOUNTABLE CURB ( CURBNANDOGUTTER TRAFFIC J J emsFvia CURB TYPICAL ROAD SECTION Eb$Ma PLANTER EwSSD1e SIDEWALK SR 516 STA.221+81 TO SR 516 STA,223+19 NOT TO SCALE 4 MATCH 1 Ead5FINC NEW EXTIDNUED UUNA ISLAND PpECASF %p NIAALE ell ERE6POVE EwS?Ii1G PER N F-1 STD. :%S ING' PLAN DOT ST®L[CS1f1S = {dlr1 EXISTING SECTION A-A MEDIAN ISLAND NTS FOR INFORMATION ONLY �tf.t.,•zs a2aso` City of Kem c.�_•'^'�""'��A+A s'w' �cnr N��= Publie Works K"M Department 74TH AVENUE S AND WILLIS STREET Transportation Solu!!OnS CHANNELIZATION 4 01 4 No r.7. er as m.i�.lr`1i4 orr•lnfam: �CEIiT Engineering Division ACCESS IMPROVEMENTS lip-� �� � ^�� PLAN KENT.KNG COUNTY JULY ISIUIT FLE NO 221050-CH04 SHEETINDEX 1.COVER SHEET 2.NOTES AND LEGEND Exhibit" Lrw IMT7 Construction ml No.QCC 1011 JA 9]]6 3.CONSTRUCTION BID ITEMS AND ABBREVIATIONS SF 167I616(MP 19 19 GL0"77) 4.TEMPORARY EROSION AND SEDIMENT CONTROL PLAN rAm.+NaAN].In A"^rmPlo..rnnn S.DEMOLITION PLAN 6.PAVEMENT DEMOLITION PLAN 7-8.SECTIONS KEY PLAN - 9-12.TYPICAL SECTIONS 13.ROADWAY DETAILS 'Z� s 14.CURB DETAILS KEN T 15.ALIGNMENT PLAN 16.ROADWAY KEY PLAN 17-22.ROADWAY PLANS W A S H I N G T O N 23-28.GRADING PLANS 29-30.CURB RAMP GRADING DETAILS 31.STORM PLAN 32.STORM PROFILES 33.NADEN AVENUE PROFILE SGO1—SGO5.SIGNAL AND ILLUMINATION PLANS SNO1.SIGNING PLAN PAVEMPLANS CITY OF KENT SHEET 1.HADENI AVENUE S AND WILLIS STREET CHANNEUZATION PLAN SHEET 1.74TH AVE S AND WILLIS STREET CHANNELIZATION PLAN DANA RALPH-MAYOR s MEMBERS OF CRY COUNCIL MAPo_I LAPoMER SATWINDER KAUR JOHN BOYD TONI TROUTNER �'• � t x BILL BOYCE BRENDA FINCHER ZANDRIA MICHAUD CHAD BIEREN-DIRECTOR OF PUBLIC WORKS KIM KOMOTO - CRY CLERK KELLY PETERSON-DEPUTY DIRECTOR-ENGINEERING TAMMY WHRE-CRY ATTORNEY t J: = " - PUBLIC WORKS PROJECT � LIT Cry -T ?,y 4 r itno L^r 'IM' WILLIS STREET IMPROVEMENTS . � -:' �� •i _ a ; �" ,� r. L 1 r �I1(1 t — _ —]`_} I � I I fIy 77 KBowwhat§bC1olA6 PROJECT NUMBER 22-3029 VICINITY MAP SHEET 1 OF 33 Call bebxe ym ft NOT TO SCALE A.l«.1.n.,- r,a,.,.V<...m.:c1,.171.w1-.. GENERAL NOTES LEGEND DATUM: I. PRIOR TO ANY CONSTRUCTION ACTIVITY,THE CONTRACTOR SHALL ATTEND A SCHEDULED PRE-CONSTRUCTION CONFERENCE WITH THE CITY OF KENT EXISTING FEATURES APPEAR SCREENED L Eahlbi["D" >�wn tsltl CONSTRUCTION INSPECTION PERSONNEL PHONE(253)856-5500 TO SCHEDULE CONFERENCE- 91iR C...I i-Agreement No WC1011 JA 9775 SECTION LETTER OR I—IL NUMBER SR 16]Ifi1fi IMP 19.fi210.]]) 2. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 2024 EDITION OF THE WSDOT STANDARD SPECIFICATIONS,AND THE KENT SPECIAL wnl.mJ.aeNn4m Ave lmprovemem. PROVISIONS FOR THIS PROJECT. s DUAIL NSM�CRWNEEEO secnoN OR HOglzorvra L oaruM cm of uENT 3. THE CONTRACTOR SHALL COMPLY WITH ALL PUBLIC CONVENIENCE AND SAFETY AS DESCRIBED IN SECTION 1-07.23 OF THE WSDOT STANDARD -� SCN S.PCS.NOR— SPECIFICATIONS FOR STORING OF EQUIPMENT AND MATERIALS DURING NON-WORKING HOURS. oNB MAILBOX VBRTIOALDATUM: NAVD9e 4. THE CONTRACTOR SHALL KEEP STREETS CLEAN AT ALL TIMES BY STREET SWEEPING WHEN NECESSARY,OR WHEN DIRECTED BY THE ENGINEER. SURVEY CONTROL %— FENCE S. ALL ITEMS OF WORK NOT LISTED IN THE BIO PROPOSAL WHICH ARE SHOWN ON THE CONTRACT DRAWINGS AND ARE REQUIRED TO COMPLETE THE SURVEY CONTROL 8369 WORK THAT IS SHOWN SHALL BE CONSIDERED INCIDENTAL TO THE LISTED BID ITEMS. %�-- STREET UGHT/LUMINAIRE NORTHING: 141140.3575 3.00010 6, ALL TREES SHALL FEMAIN IN PLACE,UNLESS NOTED OTHERWISE,CONTRACTOR SHALL PROTECT TREES FROM DAMAGE RESULTING FROM unutt POLE w/Guv EA VATI 12912178 CONSTRUCTION ACTVITIES INCLUDING DAMAGE TO ROOT SYSTEM.ANY TREES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE T TELEPHONE MANHac/VAULT ELEVATION: :2"AL O DESCRIPTION:2"ALUMINUM DISK LOCATED AT NE CORNER U INTERSECTION ID WALU ST CONTRACTOR AT CONTRACTOR'S EXPENSE ❑T PEAµ AND NORTHBOUND ON RAMP SIDEWALK. SR 167.MONUMENT IS ON N SIDE W1W5 ST 7" TREES AND VEGETATION WITHIN THE PROJECT LIMITS TO BE REMOVED AS NOTED ON PLANS SHALL BE CONSIDERED PART OF CLEARING AND —I— UNDERGROUND TE3IFHONE LINE AND E SIDE OF ON RAMP IN SIDEWALK. GRUBBING.TREES OUTSIDE OF THE RIGHT OF WAY ARE TO REMAIN EXCEPT FOR THE TREES THAT ARE NOTED ON THE PLANS TO BE REMOVED.ANY —I— UNDERGROUND—UNE SURVEY CONTROL: 8205 TREES OUTSIDE OF THE RIGHT OF WAY DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AS DIRECTED BY THE PROJECT NORTHING: 141042.2161 ENGINEER,AT THE OONTRACTOR'S EXPENSE. OVI]TNEAD POw UNE EASTING: 1291489.937 P UDOO1 wNo""UWS ELEVATION: 45.527 8. THE CONTRACTOR SHALL RESTORE ALL LANDSCAPED AREAS ON-SITE AND ADJACENT TO THE SITE THAT WERE DISTURBED BY CONSTRUCTION TO DESCRIPTION:2"ALUMINUM DISK LOCATED IN CONCRETE SIDEWALK IN WHEEL CHAIR RAMP ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED BY THE ENGINEER.THE COSTS FOR GENERAL RESTORATION AND CLEAN UP REQUIRED IN P UNDERGROUND FIBER OPEC UNE AT THE SE CORNER OF THE INTERSECTION OF W WILLIS ST AND 74 AVE S. COMPUANCE WITH IHE SPECIFICATIONS FOR THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND INCLUDED IN THE UNIT CONTRACT PRICE FOR THE EnsTING JUNCTION BOX BID ITEMS INCLUDE['IN THE PROPOSAL. O NEW JUNCTION BOX 9. UNLESS OTHERWISE NOTED,THE WORDS"REMOVE,REMOVAL,EXCAVATE AND EXCAVATION"IN THE CONSTRUCTION NOTES.SPECIFICATIONS.AND © POM VAULT/CABINET SHOWN ON THE PLANS MEANS REMOVAL,HAUL AND LEGAL OFF-SITE DISPOSAL BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE, —ems 1..4 Alm vx%K 10.THE ISSUED-FOR-CONSTRUCTION PLANS,THE APPROVED TRAFFIC CONTROL PLANS,THE APPROVED TEMPORARY EROSION AND SEDMENT CONTROL cONMUNICAnowS CONDUIT PLANS,THE STANDARD SPECIFICATIONS AND KENT SPECIAL PROVISIONS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 11 y- FIRE HYDRANT 11 UNLESS STATED OTHERWSE THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,METHODS AND SEQUENCE OF CONSTRUCTION AND FOR THE m ICv IRRIGATION CONTROL BOX SAFETY OF THE WORKERS. 0 WATER METER 12,ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE UNLESS OTHERWISE NOTED. 01p: VALVE POSITION INDICATOR 13.IDENTIFICATION,LOCATION,MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER TJ RRL:�T Cpo¢IAi1 19-122,REVISED CODE OF WASHINGTON. W] WATER VAULT 14.THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTIUTIES LOCATION SERVICE(811)AT LEAST TWO WORKING DAYS PRIOR TO CONSTRUCTION. eµTEyILM 4 v.w THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF A CONFLICT EXISTS. —DfO— STORM SEWER UNE c CATCH BASIN 15.CAUTION-EXTREME HAZARD-OVERHEAD AND UNDERGROUND ELECTRICAL SERVICE LINES ARE GENERALLY NOT SHOWN ON THE DRAWINGS.THE 'ymu,•JEAe Lg4 a uA-w CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER IN ALL FdtCEMNN AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION,INCLUDING BUT NOT UNITED TO WAC 296-24-960,296-54-529,AND 296-155-53408-PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL MEET WITH UTUTY OWNERS AND DETERMINE —s--ems— SA Mtlr>tllp I� M t NI THE EXTENT OF HAZARD AND REMEDIAL MEASURES AND SHALL TAKE WHATEVER PRECAUTIONS THAT MAY BE REWIRED. FL- FIRE PROTECTON LINE 16.ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM THE BEST AVAILABLE -_- CENTEquNE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTUTY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER DITCH FLO',WNE UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN, ----- WETLAND BOUNDARY 17.DURING THE PROCESS OF RELOCATING UTILITIES,THE CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND BRACING REQUIRED TO PROTECT AND N/W UNE SUPPORT EXISTING UNDERGROUND UTILITIES AND STRUCTURES DURING CONSTRUCTION. -- PROPERTY UNE AND OWNERSIIIF HOOK �r 18.ANY OPEN CUTS OF EXISTING PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND • MONUMENT IN CASE KENT SPECIAL PROVISIONS,ALL CUTS INTO EXISTING ASPHALT SHALL BE ALONG NEAT,CONTINUOUS,SAW CUT LINES.A TEMPORARY HOT MIX PATCH EF—- 0.51.4 CWw a PA1�9Fpi1 MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION, UNLESS OTHERWISE DIRECTED BY THE ENGINEER THE EXISTING SURFACING MUST BE REPLACED IN KIND(OR 3 INCHES OF COMPACTED HMA CLASS 1/2",PG 58V-22,ASPHALT CONCRETE,WHICHEVER IS GREATER),THE TS 1RAfNc S IK uiL.lc CONTRACTOR SHALL CLOSELY FOLLOW REQUIREMENTS SET FOR WORKING HOURS,DETOUR AND WARNING SIGNS,AND NOTIFICATION OF ROAD CULVERT ALTERATIONS TO THE POLICE AND OTHER EMERGENCY SERVICES. f�n�"`� BUILDING 19_ALL UTILITY LIDS,COVERS,ETC.,LOCATED IN THE STREETS AND SIDEWALKS SHALL BE ADJUSTED TO GRADE- I'�^ EXISTING CONCRETE 20.IT IS ILLEGAL UNDER WASHINGTON STATE ADMINISTRATIVE CODE 332-120 TO WILLFULLY DESTROY SURVEY MARKERS. STAKES,MARKS,AND OTHER RAMP(DOWN IN DIRECTION OF ARROW) REFERENCE POINTS SET BY CITY FORCES,AND EXISTING CITY,STATE OR FEDERAL MONUMENTATION,SHALL BE CAREFULLY PRESERVED BY THE C� TRAFFIC SGNAL CONTRACTOR.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF IT BECOMES APPARENT THAT A SURVEY MARKER WILL BE DISTURBED DUE TO CONSTRUCTON. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR CITY SURVEY DEPARTMENT PERSONNEL TO ACQUIRE ADEQUATE { FipE5M-PUB.DUTTPN INFORMATION SO THAT THE MONUMENT MAY BE REPLACED IN ITS ORIGINAL POSITION AFTER CONSTRUCTION. O 1111OUS TREE 21.DRIVEWAYS SHALL REMAIN OPEN AT ALL TIMES.CONTRACTOR SHALL COORDINATE 111E WORK SCHEDULE WITH THE PROPERTY OCCUPANTS TO EVERGIIEEN TREE DETERMINE THE BEST TIME TO FULLY OR PARTIALLY CLOSE THE DRIVEWAYS IN ORDER TO PERFORM THE WORK.IF A DRIVEWAY CAN NOT REMAIN OPEN,AND AN EXISTING SECONDARY DRIVEWAY IS NOT AVAILABLE FOR USE,THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY DRIVEWAY. ssss BID ITEM TEMPORARY DRIVEWAYS WILL BE REMOVED,AND THE AREA SHALL BE RESTORED TO MATCH EXISTING CONDITIONS WHEN THE CORRESPONDING -- PORTAND CEMENT CONCRETE PAVEMENT PERMANENT DRIVEWAY IS OPEN FOR USE AT NO TIME WILL CONSTRUCTION ACTIVITIES BE ALLOWED TO PREVENT ACCESS TO PROPERTIES HMA OVERLAY 22 ALL STORM AND SEWER PIPE PLUGGING DURING CONSTRUCTION SHALL BE DONE WITH SPEED PLUG OR APPROVED EQUAL * PfK9BILAN WI 9t PAL 23.THE COSTS FOR GENERAL RESTORATION AND CLEAN UP REQUIRED IN COMPUANCE WITH THE SPECIFICATIONS FOR THIS PROJECT SHALL BE WATT CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER BID ITEMS EXCEPT FOR THOSE ITEMS INCLUDED IN THE --fff— FILTER FABMC FENCE PROPOSAL INLET PROTECTION / 24.STATION AND OFFSETS SHOWN FOR STORM AND SEWER STRUCTURES ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. —0Lr OLYMPIC PIPBLNE PI City of Kcnt ` T �r �Public Works DtpartrsTens NOTES AND LEGEND WILLIS STREET IMPROVEMENTS Engineering Division Nc REVISION Dv OaTE - CONSTRUCTION BID ITEMS: ABBREVIATIONS NOT ALL BID ITEMS ARE SHOWN ON 14S SHEET.SEE SPECIFICATIONS FOR ALL BID ITEMS. ABAND ABANDONED L LEFT SCHEDULE I: STREET SCHEDULE IV: STORM SEWER BW BACK OF WALK MH MANHOLE 100.5 ICLEARING AND GRUBBING 4015 DUCTILE IRON STORM SEWER PIPE,12 INCH DIAMETER CB CATCH BASIN N NORTH 1010 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT 4060 CA CH IXCAVATION INCL.HAUL CDF CONTROLLED DENSITY FILL NB NORTHBOUND 1020 REMOVE CEMENT CONCRETE SIDEWALK 4060 CATCH BASIN+TYPE 1 C/L CENTER LINE N/A NOT APPLICABLE 1025 REMOVE CEMENT CONCRETE CURB AND GUTTER 4120 .VANED CATCH BA51N FRAME AND GRATE DI DUCTILE IRON NTS NOT TO SCALE 1035•REMOVAL OF MEDIAN TRAFFIC ISLAND AND PRECAST SLOPED MOUNTABLE CURBS 4125 BIDIRECTIONAL VANED CATCH BASIN FRAME AND GRATE E EAST R RIGHT 1040 REMOVAL OF RAISE)PAVEMENT MARKERS AND PANTED AND/OR THERMOPLASTIC TRAFFIC 4135(REMOVE EXISTING SEWER PIPE OR CULVERT EL ELEVATION R/W RIGHT OF WAY MARKINGS 4145 jREMOVE EXISTING CATCH BASIN OR MANHOLE 10.3"OVAL OF TRAFF.0 94M5 EP EDGE OF PAVEMENT S SOUTH ii75L CR119A®iVRFACING;DP COVRSF.$/8 1kCH.MINUS 1046 IREMOVE EXISTING BOLLARD 4180[CONTREED DENSITY FILL - EX.EXIST EXISTING STA STATION 1048 1REMOVE RONFORCED CEMENT CONCRETE BLOCK RETAINING WALL FG FINISHED GRADE SW SIDEWALK 1050 SAW CUT EXISTING ASPHALT CONCRETE PAVEMENT SCHEDULE V: TRAFFIC CONTROL FL FLOWLINE(GRADING) TESC TEMPORARY EROSRka AND SEDNEN,' 5160 LOW—PROFILE PLASTIC CURB AND REFLECTOR CONTROL 1055 SAW CUT EXISTING CEMENT CONCRETE PAVEMENT GALV GALVANIZED LOCO RDADWAr F�ICAYAT ON 11ACL HAUL, SCHEDULE VI: ELECTRICAL HMA HOT MIX ASPHALT r1p TYPICAL 10T5 NE13.BORROW,DK'LUDING HMMH AND COMPACTION 6002 REMOVE EXISTING SIGNAL CONNECTION_ HP HIGH POINT W WEST 10N9L9 CRU9ffJ)$LNRFJCN0 T{A COURSE.5/0 INCH MINUS BOOS ILLUMINATION SYSTEM COMPLETE JB JUNCTION BOX LOBS CRUSIff.O SURFACING BASE COURSE,1-1/4 INCH MINUS 6007 TRAFFIC SIGNAL COMPLETE 1095 IHMA CLASS 1/2',PG 5BV-22 SCHEDULE VII: TEMPORARY EROSION AND SEDIMENT CONTROL 1100 IHMA FOR FULL WIDTH OVERLAY CLASS 1/2%PG 5BV-22 7000 SEEDING,FERTILIZING.AND MULCHING 1102 !STAMPED COLORED CEMENT CONCRETE PAVEMENT WITH DOWELS 7005 FILTER FABRIC FENCE 7DOB V198EUTY FENCE ExNiBR"D" S1*111141 1105 STAMPED COLORED CEMENT CONCRETE PAVEMENT WITHOUT DOWELS 7TUT4 Co,tN bon Agreement No GCc10II JA 9779 SR 167MI 111D IPLANING BITUMINOUS PAVEMENT 7015 PROTECTIPROTECPROTECTIONatl 0111 —h Ave lmprovem 1125 HOT PLANT MIX FOR TEMPORARY PAVEMENT PATCH 7039 WA01JZED CONSTRUCTION EM1RANCE 1145 ICEMENT CONCRETE SIDEWALK SCHEDULE VII(: ROADSIDE RESTORATION 1150 CEMENT CONCRETE SIDEWALK RAMP TYPE PERPENDICULAR A 4—INCH DEPTH BOOS TOPSOIL TYPE A 1155 CEMENT CONCRETE So--RAMP TYPE PERPENDICULAR A B—INCH DEPTH 1200 CEMENT CONCRETE SIDEWALK RAMP TYPE SINGLE DIRECTION A 1205 CEMENT CONCRETE CURB AND GUTTER 1207 ROUNOABOUI TRUCK APRON CEMENT CONCRETE CURB AND GUTTER 1209 rmcAsl SLOPED MDNTABLE CURB 1211 DUAL FACED SLOPED MOUNTABLE CURB 1212 CEMENT CONCRETE TRAFFIC CURB_ 1213 ITRANSITION CURB 1214 PEDESTRIAN CURB 1215 CEMENT CONCRETE PASS—THROUGH,9 INCH THICK 1217 CEMENT CONCRETE PAVEMENT.9 INCH THICK WITH DOWELS 1220 ADJUST EASTBNG CATCH BASIN GRATE to FINISHED GRADE I= ADJUST E70STING VALVE BOX TOP SECTION AND LID TO FINISHED GRADE 1235 ADJUST EXISTING MONITORING WELL CASE AND COVER TO FINISHED GRADE 1740 ADJUST ENSTNO JNHCT M BOOS TO F"MCD DRADE 7242 Un Utr C MINATIDN WL1N OLTNPIC PWRINE 170 ACJJS1WG CQSTINt MONUMENT.CASE MID COVER TO FINISHED GRADE 1250 INSTALL NEW MONUMENT.CASE AND COVER TO FINISHED GRADE �1255REMOVE EXISTING FENCEINSTALL NEW CHAIN LINK FENCE (POTHOLE UTILITIES PRDEUT SIR! Mi NC! a City Of Kent CONSTRUCTION BID ITEMS AND 3 ov 33 jPublic Works DeElatTrnrnl OUTLETS STREET IMPROVEMENTS DY •x KENT ErIgince in;Division ABBREVIATIONS . ,•4'�^:: :;� ..+-.ILw M1Fs.M+4 r/'14lCw 3!!xaa SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. Shr!N4 fC1 Conslruclion Agreement NaGCC 1p11 JA 9]]5 SR 1./Nwl IMP h A. I]]) WillisMatleMllh Aw Improremmis TEMPORARY EROSION AND SEDIMENT CONTROL NOTES 1. THE IMPLEMENTATION OF THE TESC MEASURES,INCLUDING CONSTRUCTION,MAINTENANCE, � � I� I& REPLACEMENT,AND UPGRADING OF THE TESC FACILITIES,IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE CITY. 2- THESE TESC REQUIREMENTS SHALL APPLY TO ALL AREAS OF THE SITE SUBJECT TO CONSTRUCTION ACTIVITY,INCLUDING CONTRACTOR CONSTRUCTION SUPPORT FACILITIES, y t¢¢¢pg l --� CONTRACTOR STAGING AREAS,CONTRACTOR PERSONNEL PARKING AREAS,EQUIPMENT AND g. \. { {A MATERIAL STGRAGE/LAYDOWN AREAS,AND OTHER AREAS UTILIZED BY THE CONTRACTOR FOR a11RAK0E g� Il p. [ ` a I COMPLETION OF THE WORK. J r 3-Q 1111 _ _ 3. THE TESC FAGUTIES SH fOWN ON THIS PLAN SET MUST BE CONSTRUCTED IN CONJUNCTION WITH Z OR PRIOR TO ALL WORK,AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER 1k Z DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE STATE WATER QUALITY STANDARDS.THE N TESC FACILITIES MUST BE FUNCTIONAL BEFORE Y LAND DISTURBING ACTIVITIES TAKE PLACE. 4. THE TESL FACUTIES SIG"ON INS PLAN SET ARE THE WLN% IL REQUIREMENTS FOR ANTKWATED STE 0ONDIT[0k&DURNG THE COk$TRUCT1pR PER100,THESE TESL FAC1LISffS R p SHALL E UPGRADED AS NEEDED PER UNEXPECTED RAINFALL EVENTS AS DIRECTED BY THE 5. THE TESC FACILITIES SHALL BE INSPECTED BY THE CONTRACTOR DAILY,OR AS DIRECTED BY THE ENGINEER.TESC FACILITIES SHALL BE MAINTAINED AS NECESSARY TO ENSURE THEY CONTINUE G ` I TO FUNCTION AND OPERATE AS INTENDED.WHEN TEMPORARY CONTROL DEVICES ARE NO LONGER _4 - I I NEEDED,THE CONTRACTOR SHALL REMOVE THEM AND IMMEDIATELY WORK TO STABILIZE THE AREAS THEY OCCUPIED AS THE ENGINEER DIRECTS. 70 15 lI ` a t' y 1 T 70Fd 6- ANY EXPOSED AREAS THAT HAVE BEEN STRIPPED OF VEGETATION,INCLUDING ROADWAY 2te.0o n _ - '`'IOtti �''�� �— f' � EMBANKMENTS,SHALL BE STABILIZED WITH APPROVED TESC METHODS(E.G.SEEDING,MULCHING, 11, E NETTING,EROSION BLANKETS,ETC)WITHIN 2 DAYS DURING THE WET SEASON(OCTOBER 1 _ THROUGH APRIL 30)AND WITHIN 7 DAYS DURING THE DRY SEASON(MAY 1 THROUGH WILLIS ST (SR 516) T1n6 ^ I I SEPTEMBER 30)OR AS DIRECTED BY THE ENGINEER 3 e - 7. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE CLEANED MEN SEDIMENT 7ofo REACHES 1/3 THE CAPACITY OF THE BMP.ALL SEDIMENTS REMOVED DURING THE CLEANING I_ OPERATION SHALL BE PREVENTED FROM ENTERING INTO THE CITYS STORMWATER SYSTEM OR ANY SURFACE WATER SYSTEMS(WETLANDS,STREAMS,CREEKS,ETC) B. RJZATIIXJ AND SWEEPING MAY BE REQUIRED TO ENSURE THAT TRACK-OUT DOES NOT OCCUR I f7 s 7'OIO ; y' � �' � I OCCUR OFF OF THE SITE AND ALL PAVED AREAS ARE KEPT GLEN FOR THE DURATION OF THE 1, PROJECT. # * R rI I �iO ___,_ I _ 9. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REWIRED,WSDOT STANDARD EROSION , La-- —'1--� SEED MIX WITHOUT CLOVER(45x CREEPING RED FESCUE,45R PERENNIAL RYEGRA55,10x 7�15( HIGHLAND COLONIAL BENTGRASS)SHALL BE APPLIED.SHOULD THE AREA BE DISTURBED DUE TO {IJ II * 7016 11l RAINFALL IEVENTSMMEDIATELY BEFORE PREVENT GRASS GROWTH,OTHER PROTECTIVE MEASURES WILL BE j - REWIRED IMMEDIATELY TO PREVENT EROSION WITHIN THAT AREA.UPON COMPLETION OF f+f 5 CONSTRUCTION ACTIVITIES CONTRACTOR SHALL APPLY SEED TO ALL AREAS OF EXISTING GRASS • r. 4TH -, " - _A DISTURBED BY CONSTRUCTION 10.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED,IT SHALL BE APPLIED _ 1 , r AT A MINIMUM THICKNESS OF 3 INCHES. 11.SHOULD THE CONTRACTOR FAIL TO INSTALL THE REQUIRED TESC MEASURES,OR TO PERFORM MAINTENANCE IN A TIMELY MANNER,OR FAIL TO TAKE IMMEDIATE ACTION TO INSTALL ADDITIO r I • II g I I DELAYSNAND AL ADOWN-TIMEPPROVED RSHALL BE BOTECTIVE ORN BY THE CONTRACTOALL FINES, R CLEANUP,COSTS FOR 12.PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION STAGING PLAN TO THE CITY FOR APPROVAL �o y II � IIjA I kz I y i I LEGEND NOTE --FFF— FILTER FABRIC FENCE 7D05 THE TEMPORARY FENCE AND WATTLE LOCATIONS SHOWN ON THIS SKEET ARE CONCEPTUAL ONLY.TO ENSURE THAT TEMPORARY FENCE AND WATTLE LOCATIONS ARE I WATTLE 7010 COORDINATED WITH THE CONTRACTOR'S CONSTRUCTION PHASING,THE CONTRACTOR SHALL SUBMIT A TEMPORARY FENCE AND WATTLE LAYOUT PLAN FOR APPROVAL PRIOR ® INLET PROTECTION F7-0-1-51 TO INSTALLING ANY TEMPORARY FENCES OR WATTLES. STABILIZED CONSTRUCTION ENTRANCE 7035 City of Kent N/A ADI Public Works Oepa tmem TEMPORARY EROSION AND SEDIMENT WILLIS STREET IMPROVEMENTS 4 or 33 EnginecringDivision CONTROL PLAN \ SW 1/4, SEC. 24, T 22 N. R 4 E, W,M. I 4 LEGEND \ r ii 1 I Y} W I I r QI.Y1an PIPELINE - - CLEARING LIMITS \ J 7 I I (W RENTON-PORTLAND) ; �' l� \ $ Z C ewwrt•o• SNee 5-1 Ui I 1 3 11; Lgn t—i—Agr—.—N.GGe1011 JA 9]T5 SR 16i1516(MP 19,6214.%7) WWWy MIeh Ar.wpnarmwed. Z \\ 1 [[ a CL i RE , k R&Wi E OF mIM•1kC9[l TNL 1RM PIPLNE41 O0SW vNT 1 � � 71y QII Z wk- MOTIMT {i{S v _ - - 41- Ica (mncka u9sw PK 196 - I - �>zen 13 me Irvl xw �,-- i' (� WILLIS STREET (SR 516) PRanct EASTW0 I�IONLaw - I } I ' �- 000 ro vx ---�-— IiJ 04 I ¢ (' 0 0 m � I C I J I { � - City of Kent =T N/A �,.�.•,bo,Puhlic Works DegAen,ncm DEMOLITION PLAN WILLIS STREET IMPROVEMENTS s of 33 No. 1E1s1ON onTE """`" KiEHT Engineering Division - _— a.r,w an rw• I .n,2:•x.+:�• ..>•�:6 ,�er.•1+'s.s w SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. I LEGEND A"T2+#6,l sssyyy,�A�51.87'R iiyytt STA724�61 7 P _ Ia10 1 f { REMOVE ASPHALT CONCRETE 1010 ra19,*D QT 4 I PAVEMENT-FULL DEP SIDEWALK H y Q REMOVE CEMENT CONCRETE 1020 €A . REMOVE MEDIAN ISLAND .J - AND PRECAST CURB W y \ 1 (14•RENTTIIN-P RN,IOr I FULL DEPTH SAWCUT 1050 1055 �\ \ / f rw 4"r1d.25.-}2&72t SQIa - inZ AA �y PLANING BITUMINOUS PAVEMENT 1110 273.19.a3.-}]2.5St 1010 � 0 11 1010 1050 STA 421 9961,-1172SI'L ,1 I a' NOTE: P T+1.22Y+13,7[C-Y23"05L 1a14 ALL CHANNELIZDESTROYED N WITHIN THE LIMITS IDENTIFIED THAT — - —I} 1 _ 2 S NOT DESTROYED DURING CONSTRUCTION ACTIVITIES T +Si,P7,11'5.22Y 1010 { I 4 SHALL BE REMOVED.1040 U ..._-_1gr -SrA 11+1Q.21.--dL,68t 4 1 a - }a1D roso rD1D A.72q.+97,6,,I8 P.75'L iala z sTA ra+91.a> -Si92t O iala 1a611 1f Z A Tai-b1.,5'+--i 7{.$,gt 1a1G 145a — 111 �GCG 1011 JA 977fi 3.-�15,9GL 7 i6il"o' SNM6ol A OIa 105a TA }+i9",,4,-55,24� i a la2a I 6R 1671616 IMP 1967J4.717x WillisMatleM4lhAv<ImP/ovemen[5 .1.-� - A.222+ID6.87.-�7.71t 1DiSD sDIIO _- A 223•mL46&.^ra.2a'�010 1Dxa I 1D4G A ?J5.09,-h7.95'L TA 225.51.02, 4&7211aA Y-- +k lar i?9d,-174,71t� 1010 1020 on f�l- ? 1p16 1050 ( TGRp Ts 771-h$6,D -4x6.Ssy r t, V —3'A.223P72"IL4 -N,D7t ss� 2zar73 59 -SaAst _ _ - -_ _ of 1 +a6 39 -41 PROTECT I 11wG 1a5a I_ -1Via 1026.1U5a jple' 1W7arOR91G SFA 2P5-ex2..9C�-3a.991 I i STA;•70�79..6'7,-31.Oa1 ' iOTD 1p5q nia —�- IhIO I lase itio WiLlfS STREET saes laeo sna� I .� _ STnt 2x0+74"aa.-7.J4t vxaT[crgwsr9+a+u>•+SM+ulr. I 7 rna S7A.p21+OA29,6: - A 243.72_Eq 6.86'R n,a CCT EXISTING//EdA1# E I � 4 9.5a A k.PDaTECT'E77tlSaTa;IG a STA.223FS1.,)0.6.&112 1710 1070 Tb6a,7Ta;7A 2214a:4aD.Yr_yY- 1035 iGoO A5,7.6 3tha 105a.T11a 1 - TA.2 5*S4, 51,4171 —..IOIO I1�$1150.SdA 22t+03.29,33.9a' - lOTP TD'A r1iD— too ,a a 71150 J=� IIQ,62 76•R STA.221+44.50.53.1 > 4 102a 1�14 _ -_ lazD � z9a,5&21^R tD2o Of` � '� lala,p7D _ y --- ... A;[23+,0.t,A.a593^R 164E -• 222+45.89. 4,4Y.4'S1R 1 ; Ima I= ' IaSD 1020 I 222+35.74,71. 02 s7xr z9tD la5a -�'[-- �7•�. • 9a.7134gI ry �,. � A' A 2TS+19.19.5P"SDTt `� — 18Da'70Si 10 TA 7?J+5S64,69 - 'IJ A 22R�•2a0.■$,8ST6lt,O10 1096 I iala Iona i u. rate 10ffi ono STA.221+,/s�a'.7i.ax717' Ima 1a9Q ll:m e9 axfl—' I iS01 { 't I' PROTECT q�gSTXG 1e0NUUMERT }, L• 7 STA.221+C0. I lala 1a50 1ilD I ,osa 1056AD laT a6 In0 TA.221.40,6%171.E �- Ty —�ja<' —_�-J. —�—�--- 1•EY' y� fig' TA 71, T22 W4.6. A222,0121 lo&2E'R 1P25 1455 17}a Y� � iIi ►`n• $I / 222 0121 HM6DYf yy +r{ l� A. - 1070 1067 Ina IA I.� ( •,�tnp� Jam' W.77 15J.59 I 0.E6. -WA6_. ._eW_. CityofKent " Public Works Enginccl Dgaumwaal PAVEMENT DEMOLITION PLAN WILLIS STREET IMPROVEMENTS 6 or 33 rwa Itr titSh �'-' � T ing Division c:\oe�9�\zx naz9 rvme�a�a pan.,.w..••'.;..-.:..-.",ua-os va.�m�re o�m�awg ,-"--s+1.w \ 1/4. SEC. 24, T 22 N, R 4 E, W.M. S t 14) f i • g " sxhlbA•� sneN 977 \\1 qq p 4 Ga�Y�eWwAp�nmsa No OCC 1011 A9/ifi 'R 2iq s i o o� ti m ll l e a - - g1 g II ip z Li 1 WILLIS ST (SR 516) ? I a 91Or-0D oo 221+00 2 4 22 oo 224-.1 9 i - tp dow 0 Z + & I I 1 0 0 C - l ----------- . Cny of Kcns �° � PuSEic Works Ucpartnxm SECTIONS KEY PLAN WILLIS STREET IMPROVEMENTS ov 33 Ho aEvivoN -sY ••r r r =- "r KENT Engineering Division ° _ r u-ma�.,.va .0..� .avr- u-ac•-..•-=.o rnsrsw.rr SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. XI G .t. of Eahibil"D" Shee1Bo161 a 15 I I Lon3Wcllon A9reemen[No ALL 1011 JA 9]]6 v SR lfirlbl6(NP 19 fi]/4 rl) WillislNatleMdlh Ave Improvement I a c wvcune -- - — SI+•rsFr.rert-aa�.�wo1 di yl lx I S3 WW WILLIS ST (SR 516) I -Not._ +sum City oFKcn[ B ar 33 e y +�- N► 4^.>-Public WorksOcparnncn SECTIONS KEY PLAN WILLIS STREET IMPROVEMENTS _ En.inccring Division rY`�'.". an na,a,a - ,.......,- .F 4:d.q.+x.. . emJn ru:z.rp-.... •-. ,as-oa wry.aax o'p d, .av C 12' 12' r E" 17 ,^ 4' tar°u AN TKw "a THRU E215R'a E$ ea T.1RU DUL7 RAISED MEDIAN RAISED MEDIAN EXISTING TJfR9 POSTIt10 C'JR$ E1c51$40 CURB £T95NIPa CURB A7 __ I'Loq _q FLOW__ ROW 11pp T110 0.17' �A�WILLIS ST. SECTION RnY,0 Sheet9u141 7 1SR 516 STA 220+75 Conslruclion Agreement No OCC 1011 JA 9775 ��S.ALE; NTS SR 1671616 IMP 1967/4.77) lllll W IIi,M-ff4th Ave Improvements i' mTwG RASM MED-AN CAL 1,3Y i" 1 5TW0 d119 7' CUR9 9. 1g 1Y O1� 5` 9` 12' S]' TR111%A 41 PRd 01A_C- Yid 11,00 m IKKU RAISE. E.GSTIN9 Le I14HU Gtl IHHU 1-ULULX 21 1t02 MEDIAN RAISED 11 as MEDIAN 1212 1 007 t025 1050 1209 _ --- - ___ _ 1050 1205 _..-_- -____ _-.- --- *-____ _- 10H5 0.35' Im 0.35' 1095¢35' 1100 1110 0.17' 1003 0.35 1100 1110 0.17' 105*aW GJJS'1995 1095 0.55' low 0-50' loss 034' 7075 IWIWS ST. SECTION 1075 IS?510 STA 221+18 SCALE: NTS 05' C 05' TML Ry id' 4.5' 12' 17 12' 7' IS' 12' 12' 6' 10' SIC[WAiJ1' PLAJITeft RIGHT TLMN -11 U m1 InI1u Lehi TURN LL-lunry EH TMRu ED THON SHOULULR -- TI�S 9025 1203 1050 we 111 1 1205 �1145� 1025 7000 6005 a5' +095 0.55 1043 0.55' R10tl ]110 O.fY 0.1r Sl1p 11pp a35`+p95 1095 ais' - low 0.t7' 1p6a°.+r t9l5 asp' 1065 pap' (�F)WILLIS ST. SECTION 1075 Q /SR 516 STA 223+00 /SCALE NTS 13.5' C L a E 65 ai0 72' 12` _ 12' 7' 8' S' 12' It' EWALK .AN T TURN 1Y!TH�A1 I r.1 L{PT TURN LEFT T1}RN r E9 I � W'1HRU SMm 114✓ 1305 1050 ------------ 7ao0 77-0.M 7095 G-W 1100 111 ir ,+r ilia 100aa il \- 70Tp a17' 9085 0.50' 1075 p WILLIS ST. SECTION 7 VA1C1 HIS `44 �Fra�t F' >sa'M._' Jr1NF_ " ,a4e M A City of Kent '- " �E6� "' _ `"`t- N A �pUblic Works Department TYPICAL SECTIONS WILLIS STREET IMPROVEMENTS 9 °F ItEHT Engineering Division NO R-VISION HY DATE g LL 1ne's'T'R-. Na°.n ars tr9•..9 SWrt.rY.ti-'; - +.�9 tetra me e�a�;1r'Y r:a7�.W w 1.33' 0.5' CURB 16' 3' t0" GAL 10' 5' }6' 10' 51OEwr II UUK SB LANE NB LANs TRUCK APRON 1�d-Afl +NrmlliaAY 1NM- ili5 APRON 1102 1i45 I.SX U" i312 1102 1207 1207 1212 f 5.511;MAX l EXISTING:FWUID 1080 0.17 - _._ _____--. --• _.. __ -._-____ __� _-_ __-___� _ _ _ __ __ _______________. 1 ion0.3S' 1065 0,35' a 1000 OD03 D.W f 1045 R53' 70M 0005 05' 1075 1' 0.25 1095 0.25 i005 0.67 1075 ] (1 1V RE OLYMPIC PIPELINE (1.� A"RNTON-PORTLAND PIPELINE) IORS 0.50' , rEEINADEN AVE SECTION JE-W— 9Netll0041 7 /SCAAT AVE STA 10+95 Canso di—Agreement No ACC 1611 JA 97TS SpLE NIS SR 16TIS 6IMP 19 SVJ 77) WillisM d,N4tN Ave Improvement. 0.5' 1.3:y 0-5 CURB OPRB C 10' 3-5' 75' L6' 7' 20 10' 9DEWAldt PLANTER SN LANE NU LAni, --WTER iiv l[tturcc Aiv' irtAiO 9165 095 1205 1207 t1pR 1212 YA1f 1.5%MAX .........-' a 11fAk - -____ --__..-.- ______. -- ___. --_ 70M 5005 0.5' Im 617, 7000 5005 O.Y 1095 0.25 1035 025 109.4 0.67' 1075 1055 0.35' 20013 0-5' r � 7000$0105MV • t1 r01f01, Y16M PIPELINE PORTLAND PIPELINE) S0� • F NAO£N AVE SECTION 6C35 ALf Nr5 + vutEs IRilAORMY FRA;L EXISTING M 31 p�q t I-$16AX lOSS 0.33' 1^f E70TFING OLYMPIC PIPELINE • (14"RENTON-PORTLAND PIPELINE) 100p 0,.60' G NADEN AVE SECTION 7 N 2+15 a scA1F NTS '9tLndd`1. 7!y�'2tf lY6Fr ,.jyAt1- AW_ .a.i ii A City of Kent 1p OF 33 public Works Dppa"gat ..TYPICAL SECTIONS WILLIS STREET IMPROVEMENTS NO - �- I�U!'f ERgf"mnag Division — �f�.it t 1w'Rq� weadi 4`a w w. 1 to 4ee\'.I+ee+ .:ly i J6�0. lM tl1M MUCK M°Rr1J PLANTER F%TRiJL ip7. 1102 7000 FLOW � 4 x 1 i'6'r'�•- tp4.i 9•tY 017' 0.1 1100 1085 .w i212 1015SSD' 0.76'1ogs i D75 1fJ75 1t1!!S `'� OM iws ti SECTipN M LANE CM CMMSWALKCUR6 CLM RAµP 1205 1717 1205 1156 ExINI"D" SIwP1S el�l CC WIIiSR zMad Mh Nv,amTprovDemeM511 A 9TT6 FLOW ". A 065 0.50' ;� 0.17, 0.i IiC0 1095 Sw O.m 10@3 5075 im ;5° low .w 0.35 1 C95 1075 I SEC71C9�F I g srxr•NTa -RWCX WRO" au" Q",xm&X Cum 1111JC1r F11021 E 120T I102 1085 ,w i0lLS 5a IPBS 0.15' S0p9 .50° 1065 13' 1077 1075 lo7d J S£CTl6N J Cil RIGHT TURN IMM1R13t7f N S10TWALY LANE- 1207 111V2 iiss FLOW 1080 IT CA 1100 1065 oso' ti1e6 ;s' 1212 9 A075 a15 lots K 5EC71QH K. 'F°'L°`0� �u g SCALE' VbfLw _stAa_ u�A City of Kew nor ss s�. — �.ND>slic Works Dcy+arimenl TYPICAL SECTIONS WILLIS STREET IMPROVEMENTS rp�� Engineering Division 1 1—- n° LANE CLSIS MEDIAN tSLF}A_ Clliie LANE 7405 11aS f2W" o.17 1100 79Si 1aeS 0' •laeS 10e5 0.517' 0 SD A9ld 0 5 _ 0.1 � 0.35 loss fa73' t0T5 4.00 1. Exhibit"D" Slw}tt e75 095 a.35 too SR 16T51,.A6 IMP 1961 1-OCD 1.11 JA9Tl6 L SECTION L Wili—d-9ath Ave lmixvve — 0135 A g sr„a• 77) NTS LANE CL1R$ MEDIAN ISLAND CUPS WC(RAN PASS-114MG0 }]6'.R mmtA AND CURB LAME 1 11 t15. M A 12L6 1}00 12ICS 0.1 1104 ,';i�' '10e0 ,35' Ion ,50' `ra' 3�6 TOSS ex tt>gs -5tl' 1G7S 0.50 }OLl 01 17atl 1De5 o.ss tws lees .ss' le7s D.sS tops 1075 4.35.f OL4 107$ 11775 0.35 1095 M SECTION Al 8 �AL�:Nt5 VAIa Rti D}1FllUN 1xOp nDy 1209 1100 1110.D.Ar Ims D.]S' flnD 11�O117' N SECTION N g scar;>trs VASES VAME4 AN hm'.G RAID MXMX tp;0 7}as 7209 e L. loss A}5• 1100 111E 0.1T P SECTION P g SCALE NTS pp 7r Bj24 1 • City of Kcnt t2 a:33 w N A Puh9t Works C6cpannlcPl TYPICAL SECTIONS WILLIS STREET IMPROVEMENTS rx1r °'••�•;_ a,.tmu. ow.�sr ua 1 !CENT Engineering OiAisicn li .- N Aatlm�6 Max"�;;n.�: ...:-}]]P W 4::.- .- .-•�} I,w 9T cv CONCRETE CURB AND GUTTER SEE PLANS FOR TYPE . 1Tlptap VARIES-SEE PLAN 0,7V PORTL"CEMENT CONCRETE PAVEMENT\\� r 0.17'HMA CLASS 1/2". 1100 {�).�PSA AND SPECS7CATHM FOR ✓%SBV-22FlNAL UFT CORR�Jtlrl17 $TAHTOONTL BAR,Jk7EGRAL DD1.M0.70'HMA CLASS 1/2-,PG STAMP PACOLOR�q#LEMEITS ASE AGEAIi ANDSBV-22(IN 2 UFTS,O.JS'EACH) TOSS NT CONCRETE IS SHEET 0.50'CRUSHED 0,35'CRUSTEDSURFACING BASE COURSE 1O__ SURFACINGBASE COURSE 1085 GRARVEL ORROED j DEPTH GRAVEL BORROW DEPTHE COURSEAS AS REWIRED TOTS W DEPTH TOTS AS REWIRED TYPICAL STAMPED COLORED CEMENT TYPICAL STAMPED PCCP SECTION I TYPICAL RMA PAVEMENT S€CTION z CONCRETE PAVEMENT SECTION 3 ISLANDS AND TRUCK APRONS S;,ME.NTH sGJU.L NTS '9irAi NTS FULL DEPTH EXPANSION JOINT Exmbil"O^ SNw61]cl Al n=r 04F�LAY Cansl fi.nAS...—N.GCC1011 1A17. 11u� CONCRETE CURB 00 CUTTER SR 16-16 IMP IS 6Z 77) SEE PLANS FW TTK LANDSCAPE RESTORATION WillisM 94tn Ave Imp-11-1 1133'CEMENT CONCRETE - ISIDEWALK/RAMP MU4 1145 •:*7 NIECRAL ASE AGENT --' - -0.11'CRUSHED SURFACN6O 1050 SAWCUT EX. : _ •Ismur PAVEMENT -:\�,O.13'HMA CLASS 1/2',1095 PG 58V-22 IN 2 LIFTS f HMA PE PATUS 0.50'CRUSHED HOBS SECTION,THT IDS�AL 94M BASE COURSED150UBS CRUSHEFACING SURFACING BASE COURSE I005 GRAVEL BORROW DEPTH 1075 ROADWAY EXCAVATION AS AS REWIRED DIRECTED BY THE ENGINEER FILL WITH CRUSHED SURFACING BASE COURSE 7060 HOBS STAMPED COLORED CEMENT 4 TYPICAL INTERURBAN TRAIL SECTION 5 SAWCUT AND RESTORATION DETAIL ,r6(CONCRETE PAVEMENT DETAIL SCALE NTY - SCALE:! $CAeE NT5 AN WCRF PRECAST 12116 1206 MATCH ETa$1N+C STAMPED COLCREO[I OHCRETE MQ*TAHLE ON8 7 8MCK PATTERN PER WSDOT STD EXISTING MEDIAN ISLAND STAMPED COLORED PLAN F-10.62-02 7105 "OTH VARIS-'SEE PLANS 1105 REMOVE EXISTING PRECAST CEMENT CONCRETE 1209 - SLOPED MOUNTABLE CURB .SEE SECTION THIS SHFST -- . AO.� 6.75'CEMENT CONCRETE PASS-THROUGH 1215 tl..SS'CRUSHED SURFACING BAS€COURSE 1085 .35'CRUSHED SURFACING BASE COURSE HOBS LAp GRAVEL BORROW DEPTH GRAVEL BORROW DEPTH AS REQUIRED 1075 AS REQUIRED En MEDIAN ISLAND DETAIL 8 TYPICAL MEDIAN PASS—THROUGH SECTION SCAB NR SCALE:NTS 71;Tr{n City Of Kent 13 of 33 aeAA ^"_•n Public Works Dc{gidm 1 ROADWAY DETAILS WILLIS STREET IMPROVEMENTS TE.,sIOH e. oArE Engineering Division r w #3 REBAR—REOUIRED ONLY IN 1'R, Y R TANGENT BLOCK.WHEN LENGTH EXCEEDS 30-(1-1/2•CUR. 6 1/Y —MAINTAIN FLOW LINE FACE OF L6M8 BOTH ENDS)-SEE STANDARD 6 t(Y" iACff OF CURB WITHOUT VERTICAL LIP SPECIFICATIONS 9-07 15R NA% BETWEEN GUTTER AND CURB 16' k ;�R- 1//2'R 1'R YAlCN ROADWAY SLOPE l f VA" ROADWAY y' 1S. OPE TPt ROADWAY �.• F CURB RAAiP Yl J! SL ROADWAY 1•R�1/2•R ROADWAY 1/2"R.(TYP.) G. fff c ,2.J/S" ADA RAMP AND SIDEWALK TYPICAL END VIEW COMBIN D CURB AND GUTTER TO SHOULDER TRANSITION SEE WSDOT STD.PLAN F-10,62-02 FOR ADDITIONAL DETAILS. ROUNDABOUT TRUCK APRON CEMENT 1 CEMENT CONCRETE CURD AND GUTTER DETAIL x CONCRETE CURB AND GUTTER DETAIL r3-'\PRECAST SLOPED MOUNTABLE CURB 54^A,LL NT14 - -120,; SCAILL,AIM 1707 SCALES Nr;. 12D9 2"R. 6 1/2' 2"R YS BAR(TYR) EZMGI•a• Shee114 o141 51f$' ConsVuclbn Apreemenl NO OCC 1011 JA 97I6 iACf OF CURB WRIT TN6161MP,Am I p 1{2� Wi1114NatleM4M Ave lmprovemencs 1!I i:' 4BEn'AUL 1/2"R 1'N TRucK Ce+1ENr coNCRETE OR w APRON ASPHALT CONCRETE ws. rZRIx w � `� SIOEWAUC OR PAhI 3/d'PREMOLDED JOINT FILLER TYPICAL END VIEW (MIEN ADJACENT TO CEMENT SEE WS00T STD.PLAN F-1064-03 1/A CONCRETE SIDEWALK FOR ADDITIONAL DETAILS. CEMENT CONCRETE PRECAST DUAL PACED SLOPED MOUNTABLE CURB TRAFFIC CURB DETAIL /'6-"\PEDESTRIAN CURB DETAIL SCAW NTS 1.11 SCALE:Nib 1217 SCALE-NY5 1214 �,p9 At10 IT? P 0 0 9 5 lup9 I 1 eon `� •p h +` AO TRUCK APRON TRANSITION_CURB DETAIL /'S,1MEDIAN TRANSITION CURB DETAIL �9 CURB COMBINATION DETAIL SCAll: N75 121:3 SCALE NTS 1-3 k" -N15 ?ifB�aY N A City of Kent '`p`� .Y= 8�•"' "";�{„a`�""�' �r,. Fabric Works D:mncNt CURB DETAILS WILLIS STREET IMPROVEMENTS to a`33 tl, w.ry - _ - Mf�1fT Engineering pi>.isiam ' 1"' ��...r SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. 12 s - I w U �7E AUGNMENT=NADEN AVENUE W I i } U Q STA=12+60.03,0.00= Q` d K N=141379 B576 l Z} Z J '� E=1291407-3167 I Q o all pZ � Na 40 � rI I ^-------- ._�----- Consl Auction Agreement No GCC 1011 SNeetJA 9776 SR18TI618 9� COMSPKr7�MM AUGNMENT=74TH A SOUTH WillisM ,,VTQI,Ave Improvements J $ SYA-7+0R00,0OD -- '� AUGNMEMT-541 518 ROAD CENTERLINE _ SYA-221agO.n,9-00 ------ H+141700 2266 AUGNMENT=NADEN AVENUE p { I SYA.10400.00,0.00 $ i AUGNMENT=SR 516 RW se9.49'DAgYY 57A'�1� - y sbs•49'0&9-'E I WILLIS ST (SR 516) 6a1.05' [-12M43n:1537 tp0.- 216+00 217+00 216HO 210 220+9g 221+00 72e.00 00 Y2lyd0 =7 1 tr„d°�•P.yt 516 ROAD O�HTFAL $eM222 91.41,0-00+ I S89'49'OSWE_ AUCIiMEHY-SRR Sib ROAD CENTERUNE I 406.57 �YA.215+50,00,A00. 50'10'S4.06"W 141105LO877 >:-fa}14i726B 9t,2i' E=129155UNE CONSTRUCTION AL`.wVME9{i.7aTN AVT_NU[5D1jT11 � E:=1290809-6800 57A.ca91,24,0.0IN+ M1DiidENY" 516 ROAD CENTERLINE I ALIGNMENT=SR 516 ROAD CENTERLINE H-taY009.4917 $T`221 :0,00- I SYA,.327400.90,O.00L• E=1291440.1595 (.-12Dl450,72TA I 1�fa5oEl9-08O2 srexc or WA(vAc.Ns'7 I 4p ' PARCEL RIRD3CR5 6000000092 CONSTRUCTION AM67ME4T-74TH AVFTiUE SOOTN —�""- $YA+.3e66;4].0-c0- f;DY5 RR7LTI0N ALIGNMENT=74TH AVENUE SOUTH r -- Ef�140007.6573 'AN.19, 7205 ILI k.70 E=1291190.4487 $-12Y1361.594O / -------- J CONSTRUCTION ALIGNMENT=74 H AVENUE SOUIEI1 Y 74TH AVE S t A4O96 oc°o_ ! CURVE DATA __ E.a29ya1S6yt7__� ! _ _---- CLRVE W STAMIN• DELTA RAON15 IFNCM e+a LYRBR'6rArale Cl 1+24.66 4TI0'18.6Y 7&15' 63.36 SO'21'0271"E ` I `may R-Im I } I I N C2 1+73b2 132'2d2&T9' ee.ar 3].{1' N51'03'PS.B6'E _ �4 r I } I I I j C3 2+6Z14 1610'.AW- 1300.Od.140.1Y N63'31'34.WE 0 f 1 CONSTRUCTION AUGNMENT=74TH AVENUE SOUTH } Z } I I I a I ! r ssti•3.3ali.c.Go. } m I I f I 1 m I N•14937 I 2 { f� I c.s29124141x43.46x YO I 54.351 45 69 W W I I I l I I I I • 1r1�rF, o�AA-'••"•� ,�` - r•.40' CitynflC.ens E�""•�a N/A 4 �P11bli[WorksL)e;rrrlPneTH ALIGNMENT PLAN WILLIS STREET IMPROVEMENTS s of 33 N. RE�nsioN enn ", -�' �€kff Engineering Division "O SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. SHEET 22 �s f ex—di 9lnet to 9*141 776 �,'{ \•�, I g g eonatr1616(A9reemeM No aCC 1011 JA 9TT6 t 9R 19TI619t /d TT 4MA, ) 1 1 I I S WillizMaCeM/M Ave lmprovemeMs �+; 4 SHEET 21 IL y 1 a L� F { rt_ s SHEET 19 - --- _pt - ! WILLIS ST (SR 516) — I 21TI#00 ?'r]rat; _. 2231.W 3241-0G —I .d6 2Z&40 �> s, SHEET 18 -- s I i. r--- —---------- K -fix SHEET 17 I h S vim,oim SHEET 20 4M � 4 le AI �_ �� ------ IN. p• Public Works Department ROADWAY KEY PLAN WILLIS STREET IMPROVEMENTS is or ss we - •r fCEM7 Engineering Division ew z•�.«-...,.. .. rti+CCe+s9 •pe.r.e�nr+rM W-C.xer W.wp e 4 ♦A+T W SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. i 1260 TA. 218.a10. , ..1 E6hibil"O" She 170141 10.50 t545 1 Si71,219+69.44,--9Y.23'L v 70��� C...-di-Aprce —No GCG 1011 JA 9776 SR 1671616(MP 19 6214 77) Willis ,a ,,74N Ave Improvement. 3050 1145 STh I(4+E2.�.-60:B0"L Z CJY 8TA 4 N O �.¢- � 7a00$Od3J-__, _ _ _62a4 1146 Z IfIIL I CURVE TABLE .CURVE PC/PCC/PRC LENGTH I RADIUS DELTA PT/PCC/PRC = - C28 20+74,34,-62.49 L 16.10 100.00 913'30' 220+90.36,-61.09 C29 20+25.96,-70.53 L 10.73 208.00 27-57.17- 220+36.70.-70 74 C30 20+26-34,-62.54 L 10 31 200.00 2"57'17' 220+36.65.-62.74 W W W S N W W 2t9FW I SR 516 (WILDS ST) l^ ^ + 0 N (n J , IW Z_ IJ � U F- Q .,y -f055 1145 18TA,230+01E 2X+Sra50,62.76'R F11457 7DD0� r f 0s 10% 1145 TA 2209.0i90,71.24 1" .y 220+15-30,70.76R 1145� � ` _--.L 7000 6003 y Oim I Y. Aq Y 7f1�1�r CityGfKent ROADWAY PLAN - } �,Public Works Depaa0,.,,l WILLIS ST (SR 516) WIWS STREET IMPROVEMENTS 7 of 33 --- My E,ngi—rind{Division STA 219+89 TO 220+77 SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. C y t 1205 1212. , 70pD dDDS STA 221+3i.10.-74.77L 1145 1212 - ry2QS 12Q7 ,A.221+37.14,-]k711 T2@ MATCH LINE STA. 10+75 _ 1095 I E,6ibit"Q• S..__.160141 126Q A.221.01.Ba;-]3,y2'L _ _ SEE SHEET 21 tl� 12+2 ° SR167M16(MP196V477) Cans4uR,an Agreement No OCC 101 JA 9776 ltc+7 1 A.2Y2}OQ Q3,-737BY 1ry45 1205 125$ f WillizlNatleM4M Ave Improvements 221+43. -73.34E 53G7 ZIT.22.6� 70, 7p,A6T 5146 -' ", 1102 12fix C. . A.222+0011. 7266 F2D5 1207. 7000 8005 M1 ry206 1257 TA.22Si26..01,-45.73i M1 ry2Q7 STA 221+84.4, Q : 7 i 2p,-34---L $TA 27t+24.01 -59,39i 1105 66,fi2'L 1207 4 l 7203 12D7 C71 C7b 1145 1205 1212 12� 1217 I' STA.220ig0-] lyp5 a2B7 TA 222+1234.-y},�'L 1145 1205 1212 CURVE TABLE -fit-09'L 1145 1205 1205 12i8 r$TA 22y+43,08 -48.53 12D5 s - 1205 g eig 1155 STA 221+.11 65, Arm CURVE PC/PCC/PRC LENGTH RADIUS DELTA PT/PCC/PRC 121 1$15. -�T1, '-� A2i5 lm7 �4' 4145 A1Q7 �"7215 1i� � lfg2 Cl 20+97.17.-35.12 L B2b1 4998 94'4144" 221.4Q82.-�.35 L 3 tars'{!'+ 12D5 G9 ` -' 1217 7�'a • p2L g1Ay C2 221+79-30,-55-09 L 30,00 50.00 34-22.39" 21+90.39,-57.70 L -Si.61'4 11Q2 A.221 F -{7.36'L.1207. 1TQC 1205 t'2D3 A 322+43QB,-4]041 1205 C3 221+90,39.-57,70 L 33.17 40.01 47'30'13" 22+19.11,-43.06 L 1, 4 1207 1206 3 C4 221,51-37.-62.60 L 5.14 1.95 151'25'40" 21+65.14,-62.47 L TA 222+21.24,-4d82'L 4 12115 12Q'7 I C5 221+6511,-6247 L 20.54 41.53 28'20'04" 1+74,64,-44.49 L f 1205 12W7 STA 222+04.76, 4E.." #2C7 C1 C6 21+74.64.-44-49 L 8,48 63.44 T39'24" 7+80.64,-38.52 L STA 2211+17.17,-35.12'L 1207 >1 12 Wi TA 222}2D.24,-48,271 ry149 12Q6 1212 C7 221+80,64,-38,52 L 4,86 2.00 139'06'24" 21+79.33,-35.01 L W -STA.220+8460.-35.11'L 1207 1213 } Q '� r- ".A 222+19.tL-43.06'L 1207 Z C8 221+48.35,-35.02 L 4.68 2.00 13411'43 21+46.92,-38,41 L LOA,220+79,60.-35.04E 1213 STA.2214 .71 7.551, 'e I y i m W 12W # Q. A.222+1303,-7.BIl, 1.111 61dQ N C9 21+46.92,-38,41 L 2843 61.00 2642.25" 221+61.37,-62-60 L f-ST W 1275 T. a 39.-7.41-L 1213 A 1 81:$6,-7.801 $ D C10 21+48-45,5-44 R 12-79 20-00 3638'50" 221+60-38,2-45 R 1213 STA.221+12.38,-7.4oL 1213 1209 12tl9 1215 12ry1 A 222+25.53,-7.06'L 51811 - �A1 171t C11 221+67-13,-2.fi1 L 12 BS 2000. 36'49'01" 221+79.12,-6.60 L ^i' - - -I SR 516 (WILLIS ST) 1I1 N C12 21+0328,34.90 R 31.88 58=39 3117'17" 221+33.58,43.50 R 1165 1 F R;b-24DD 61BC 1+ C13 221+33.58.43-50 R 53.23 48.00 6332'11" 221+56.39,8&60 R CV GD C16 222+G4.86,88.33 R 75,95 42-00 1033634"222+45.92,36.63 R cV - 10+00 17 0 In _ 9260 1245` 1yTSyLT71PIL•PIPELINE _ _ _ _- C17 221+03.84,-70,29 L 1505 15.00 5730'05" 221+16.61,-77.01 L (ICRENfON-PORTLAND) to ~ `1209 Ir/' o m C79 22+09.87,-55 96 L 14.88 15.00 5649012" 22+22.07,-45.55 L V) .221+25.08,8,53 I I*I 1213STA W, 1213 g N C20 110+69-72,65-33 R 31-20 55.GO 32'30'20" 10+96.14,53.50 R Z STA.221+67-1 -261Y L? $iA.222.S7,Q2, 2 C21 222+29.66.-75.00 L 44.44 55.00 46'1736" 222+69.42,-58.00 L JI 120Q 1,715 A.221+30.08.6,50'R- 12Q6 121g o 5756'R 1m6 m m C22 220+8492,6198 R 14.67 2000. 42-02'03" 220+9829,56.77 R x I C23 A 722+4s9z - U 120512Q5 220+98.29,58.77 R 14.67 20.00 42'02'03" 221+11-66,51.56 R STA.22! 3.7d, W 20-54 28.00 42-02003" 21+03.68,fi2,6B R F J4.9Q�_1�S pp qy xA 92 C24 20+84,96,69,98 R - -- I STA.222+2141 g { s6.72'R 1203 C25 221+03,68.62.68 R 8.80 12,00 42-02.03" 221+11.70,59,56 R -- C12 1205 i1.Q3'R ry4+Q5 Il - - - j o Y C26 22+12.45,9604 R 50A9 50.00 57'31'09" 222+40.59,57.02 R TA 221+41.35,49.40'R 1205 STA +1 C27 22+40.59,57.02 R 45.19 100.00 25"53'24" 222+84.33,47.31 R 1214 STA 221+23.67,S1,CQ SL44'R 12pg, 1205 �1145 ;tea C28 220+74,34,-62.49 L 16.10 100,00 9T3'30" 220+90.36,-61.09 L 1145 STA.221+11.66,51-M 1 # 1-4 A 221+43,36,31,4witr 1205 $ "1160 i A 53. 1203 [I B1.a6"R 114a 4 _ C23 e'1" 1a49.4B,59-37'R V) STA.222A 04u3f, i 1145 1205 5599'R F Lty r ; n6 • - 1145 1095. ` E„y ray 1214 Q • y • r A¢2t+ )1, 2 4STA- 22} 1 A 222+45�89,65,70'R 10956D.04"R 12i41Nl5 q` ' • A,221411-70, • 1095 1145 �• R N" 1145 413 1205 tl! A 222 74,71.87'R fQ06 B/•N LLl1J��✓i'ELL/ � 69.98'R 1145 MATCH LINE STA. 0+75 SEE SHEET 20 arson px A °i Ae, "° r. City of Kent ROADWAY PLANE' 6RAA n "' a A ,Public Wo1ks OcpBrdneDl WILLIS ST (SR 516) WILLIS STREET IMPROVEMENTS ear 33 I'ds,, mr „'t - �� 'K ENT Engineeria�Dillsion STA 220+77 TO 222+83 96 SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. R/W_—__—_ ®——_—ram.r.. r1-223•S5.6S.-74.00' 1260 ly�p iA.223+77.08.-74.01'L I,�q iU00 1145 STA 223+5781, , .rl 223+47.81„-.001- 1.274+SA31.-5420'L 1205 W - 45 4 A.2"+ .31. 54.20'L 11 . 1145e a '4 1446 R 225+47.80.-4 LOO _ „t . 4 • 1205 4148 A.223+57.80,-44.20'L 1145 - 7000 - �' Exbibil"0" Shw114 eS41 C.—di-Agreement No.WC 1011 JA 975 A.223+5330,—4"w,1i45 SR 1671616(MP 19 fi114 77) 32Q5 * 1276 \! WillisMatleMalb Ave Improvement¢ t A.223+56.30,-43MINE] 00 - � W to `f - W - M SR 516 (WILLIS ST)00 V + V 224-W N Q I V W �I Z -Stk 223+11.30,37.44'R 1145 1 O 47.,ry J _ A.223+19.30,37 45.48'R 11 y a A.223+19.00,36.98'R 1205 1 1205 1 U -A.223+24.61,56.- 1146 (i `9 c 1205 n 45 7A 223+24 76,47 50'R 1145 Z 700C SODS L e 1&223+19.76,47.48'R 1205 T&223+19.26,47.44M Z A.223+11.26,47.44'R 1145 #`` y �I "`" """�• a.w ,p,, r.1 City of Kent ROADWAY PLAN " n4� E +�'•• " Public Works pepatinwrt WILLIS ST (SR 516) WILLIS STREET IMPROVEMENTS 19 or 33 wo. REV510N ar oar•_ '- KEtf7 Engineering Division STA 222+83 TO END wg _ _ —_ __— SW 1/4, SEC. 24, T 22 N, R 4 E. W.M. MATCH LINE STA. 0+75 SEE SHEET 18 o \ I raaooA.E4 Isbs l A 6a6mb•D" shed 90 m 41 24.3BR t2M t ( I \ c......I�A9l.—N Gec loll JA 9Tl9 SR 16T/616(MP 19 M4 r!) M�/ Y26J WAt9iawv7i AviF�ekm..• &4t9N. 24.99'R 12Wy $ 1 5 • STA 1+04.12,-31,43 114S PIP NE 1 'I RERM"-PDRlum) `y\ STA.I.a.271220, ' J 1 _ u� CURVE TABLE m I CURVE PC/PCC/PRC LENGTH RADIUS DELTA PT/PCC/PRC C13 221+33.58,43.50 R 5323 48-00 6332'11" 221+56.39,BB.60 R g v H `� C14 0+88.60,24.38 R 5,00 50.86 5'38'De 94.35,24.99 R Z I C15 +04,21.-26,03 L 20.24 50.00 2311'2s- 0+8833,-24.09 L I C16 222+04.86.8&33 R 75,95 42.D0 103'36'34"222+45.92,36.63 R iC26 222+12.451 96.04 R 50.19 50.00 57'31'09" 222+28-42,65.16 R i e _-_n=t--_------------- Y99 -i'-�_ F 7�+Sri+e City of Kent ROADWAY PLAN urA.4 """n "" "" .e N A /',.•+'�Public Works DrponmeDt 74TH AVE S WILLIS STREET IMPROVEMENTS zo of 33 7 =ray+ EY DAiE I KSNT Engineering Division STA 0+75 TO END - " - .. ..,+ka�-.n�lei rt.... - .. ._.-..�_. v �T 9 • d.X A+ SEE SHEET 22 k SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. MATCH LINE 1 +63 1.sm,o9s 1 1 1 1 I}}1 � 1 ]'A 12+46118.40.87^i4 1C95 1 \ I k � I N=141347.78,.1� '`•. i I 1 I E=12913'$S9 OLY \ `+ (14-It PIPELINE I \'•`. \ 114"RExTON-P6RTLAHO) Ex�iUit`i S6M 21 o141 I I ~ I SORW i6(P196 47No GGL 1011 JA 9]T6 \- 1 Z ♦ I 8R 16T/616(MP 186)/4 TT) WilliL.a 4tn Ave Improve . \ Ce Q \ \ ,. N. \ ion M-Si12S7,77. /3\ `\ NOW E.1271402.47 \ /\ STA.I1+45R1 44 �/ sans � ° I A tfai6- S 3g,67'R 1W5 1205 STA,11+45.00,r16-00L STR 11-40-57,16.d1}- ° / /� 1213 1205 1 9 TA 11+45 0.$1"R IU25 t 1205 ' 1145 STA.11+45,00._20,00'L I 7213 1075 .,.'.q- lo' 1 -— _ _—__—_ c STA,91+36.Si 16. 7900 1145 STA 11+45.00,-30.00X 1d 711b0 1213 1207 8005 S• ��•l• 1} 1213 1205 STA 11+20.49,-,6.00'i -" -•-,Il2 • 4 CI TA 11+20,18,-20. " —— 126Y STA 11+17.t13.71.34R 1095 R 120 S STA.11+*SL48.-16.00'L W TA 114LIC-b,41.40'R 1095 v 121a ,287 - I 1213 Q •F•'�' 1095 7 I 4 a S 1212 4 V C1e naz ', . . . CURVE TABLE STA 9G•$i.W,t6.00 f •"e • CURVE PC/PCC/PRC IENGTH RADIUS DELTA PT/PCC/PRC A. 1207 � ClC1 220+97-17,-35.12 L 6261 49.96 94'41'44' 221+46.62,-89-35 y •� t102 C2 �^ s C2 21+79.30,-85 09 L 30.L70 50.00 34'22'39' 221+90.39,-57.70 1. �, C16 iD+69.32,-4079 L 33.47 50.00 38"21'31" 11+20.35,-30.00 L A CH LINE S f 11+ 5 C20 L0+6972,6533 R 31.20 55.00 32-30'20" 10+98.14,53.50 R -ljf��2y SEE SHEET 18 a•En „m,i 1•_1u �� City ofKcnt ROADWAY PLAN z, or 33 �'"` r N/A 4F,,-->.Public Works D;TwUwal NADEN AVE WILLIS STREET IMPROVEMENTS `KLlMy Engineering Division STA 10+75 TO 12t63 ` A SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. \ \\ \ ExINI"D" Shee1220141 \ \ C...—fio0 Ag,ee0l No GCC 1011 AW76 \ \\ \ SR 167516(MP 19 6 rr) WillizMaAe,N9th Ave 11WIM11M \ \\ \ Eri ia03ua7.1 ' E-'a2�lwxai taw MOD MA�LINE STA 12+63 SEE SHEET 21 7{+t;td�y d1'''A °is' Ate r_1o• DEKenI ' ROADWAY PLAN Public City Works DCpanmuu NADEN AVE WILLIS STREET IMPROVEMENTS OF 33 �r onre ti-�' KE�i7 ErkoGCf1RK 1716'Ist11R STA 12+63 TO END — � a- ee��....,..w - 9••w rw.e.; a ars a v SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. a n Q ro-stn N0 '^_—'It'YATCX 11�61NF.. ................... r....-�^.«.....+.-.-�......_... ... :�p���.... m Z a &1ww Z SXeelD.f4l �- Constnxtion Agreement NO OCC 1r11 1A 9716 SR 161,516(MP 19 GM 17 ) MllisMaG Qh Ave Img,ovememe ® I� N W W 2 fn W W SR 516 (WILDS ST) ��N n i N N �—' ice— •— � to Q F i 4 W Z � J - - U ti f_� PIS o �� .•-4 � 6 -� is�„ MA9Ln - N O Er m ! _ wrve ocerr�c +�t' ` W aie`` rw City ofKeat GRADING PLAN 2a , "'_ �n KK"/ ,Public WorisLkpanrnrnl WILLIS ST (SR 516) WILLIS STREET IMPROVEMENTS Xo aevision 9r- ..i v `' KEIIT EngineeringDivision STA 219+89 TO 220+77 SW 1/4, SEC. 24, T 22 N, R 4 E. W.M. � \ I MATCH FYS1r1G / MATCH cwsTMP \ ` ❑Tc.D MA1p UTi7M7 / \ / fMITOI Cq'iWG MATCH LINE STA. 10+75 � T \ __-- �— SEE SHEET 27 T� CURB RAMP PER '=� 5, + �'�- 1 �RAMP PER DETAIL A,SHEET ' qu�'( 'C S 2Ce 9 AIL A.SHEET a Sv' E•Hnshucl.di' SHtt[2491a1 • T p�` Co on ABnmmen[Na.G pg ; tQ SR16JI616(MP 19 GV4-I I W�IIisMatlen/lMh Ave lm 15'L"' provemen FL ca _ I+ CURB RA $PER EET 3 u5 TGZA9 1 LIE-E�VI A.,91ECT 29 N f D � +![ W MJ+�Ys.1i GE-i6.Y3 p MATCH n.ASp Cm.11YC R�AR01 NATCH E%ISTNG r-" = M.E]ISTNp�YATW ia,3WS MATCH E%ISTING Y4TW E]O[19�C Z W ® SEX={i6{ \IX=43.J0 is \E%=a6.09 \E%=46.39 E�11.M e m W �MATCH cw$V4 MATCH EXISTWG M1ATCH EXISTING MATC11 EASTING MATCH EASING YATM o�TwG R St 6 (WILLIS ST) EX In I �TeAlvr DIGRNC MATLN D1�?dlG ?�'�r p4° �+ ii.8t D MATpI GOSTiN7 o w,m n aJawo FeaTa nulrc m1c r,me I+ N p+ + N _ IGr. i - Y 7W C�bNC ED Q PL-4& jj x ��,rr�q NMATCH DO MATCH E16:•lYG & i�1 a'�MATCH�ISnNC� 3 O m'� TiS Ot-aT.25 w r'NT .�.. La MA1W 6T'je m Q I OLYMPIC PIPELINE ` m WNL4] (14"RENTON-PORTLAND) FO•D6^...IHC �!m _ � 7 N ",� ,,,� CURB RAMP PER (n `""�� DETAIL C,SHEET 30 n � r n-asaa EA'.Ha.m 4 - '6.4 a�nn �]I NdFCN OOSNIlM MATCH f{91T.0 � - 2� 74� CURB BA+L►!' DETAIL C,S}KET ET 39 .,• .aB-.. . P Msu"�ETOirIN6 CURB RAMP PER �(r p.y, - ':l �•A .• •DETAIL B,SHEET'J®-+ ""•• a V lu.fa,uLs11gK MATCH LINE STA. 0+75 SEE SHEET 26 iflAfyT ""„, $,, 1. Cily of Ken[ GRADING PLAN ' 1� `�1 Public Works rXTartmew WILLIS ST (SR 516) WILLIS STREET IMPROVEMENTS 24 0`33 No PEv�siGs BY oATr ° """' K61tT EngfnsrnBg DIVINIEFTI STA 220+77 TO 222+83 +r w _ - Y 1. -lR!4aQe+T+e.•V A•s lSMeS ab[ 1C]u W dat�ci � . ... sa fE•u SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. i 1A— MATP� I t` f; f YA�1;198WIG� 1 II ''�g�J ■-' C n1s4uc11on Aprcenient No GCC 1011 S A 9R6 N o s� A7.77 SR 19]I919(MP 1992M TT) MA 1` WIIIis ,&tl 4M Ave Improvements r W - W ]] 1 1 EX-4).W OaAT.90 MATCH EX.nNG SR 516 (WILLIS ST) MATCH IXI NG ,w exi9T9YG La I En I M I CO 2x1100 I 9Mem + N Hn"Ifbyt�511Xy - N N - \IX-eB OB FMATCH IXIGTNG I N I �� _ I Q — T\ O Z J \EX=1].61 C �\ ]9 J MATCH EtlSIING MATCH E%ISTNG r E1o9'94 I � �¢ t \MAip SE U X15 G I a I 'J YAifi19]9{A110 � � - �i2iV^ T�fg 24 Fm „p„� iTld Cityof Kent GRADING PLAN NI1,1A r - �x .;' N�" ,Public Works Depanmcni WILLIS ST (SR 516) WILLIS STREET IMPROVEMENTS KENT Engineering Division STA 222+83 TO END G .-7" I 0C1e te•�1ea SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. MATCH LINE STA. 0+75 SEE SHEET 24 h t I T., t II xM eg6nw H l I �� � 4+ JJJ fff l Q mt r�� 9= Ex iG"43 .l \ 1} MAn E f]CSiMg 4 ems- rhMR'D' 9hee[16 of At O �.( � � [ .1 Y~` � } Construction Agreement No.GCC tgtt J119]]6 SR 16)1616(MP 19.6] .]]) Willi.N..e Nh Ave lmpresemeMs m a m I4- - I � z ------------- La a z.� _x--j Y I Tf]e�2k aw City of Kent GRADING PLAN BRAN "14 y r i'll[ilk-Works Ihry:rnms-III 74TH AVE S WILLIS STREET IMPROVEMENTS r °F 6o aevisio9 ar on.e no-,.oav (CENT Engineering Division STA 0+75 TO END - SEE SHEET 28 SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. 12+63 — i I °-o Srafs re MATCH LINE STA — I w p 1 \ Tw I row \ rn6ro U-a1.26 OL04FIC PIPELINE i 1 ,ww \\�� \ MATCH rwsnM6\ [61 nExroN-r6wnnNoi i 1 ,µP1W \ IR� MATgf©441F6.. umoe m� of \5 • \ mEI y la! ,axe � `{ 1 Ea/stM•a• shttt2T ola1 I \ , 1 ,g1- 1 J Consnu w.A9reemenl W WC 1011 JA 9TT6 TpE \\ Y ,• \\ CCvjb6 ,.• 16TI6&6 P 1 196f//TT) rovemm 5 11 wllisMadeM Ave Impis J. rec \\ \• \� lone! µft 1 ¢ l I at I0$69 `•• Dtbs t i f 1 r -AT d.1 o„ MAOW \ �r e 113oi T 0a � `l� MF9!'i!6]63.1010 ia.42 1(I Pi90 � EGA 77Y7« .. ! 1006 .01-'�-•1-. 1. $�� l'�' '•'�' IIFYG!1EpSM. __ __ __MATCH E3x79f6--- - _ _-- - � � �•• � � --.—�_�_a�a�]r�v MFfbl POSpW••y. 3 ID —0 "(fy 1 �., Eba1Al. W MATCH L%6SM0 7 YFT01[YS4lG a• Dp16 Q �•• z. o � _ \ \ fL% � F�9 gs� 2 S-�� S• 8� ja MAC + 5 ij e�zy SEE SHEET 24 City ofKenl GRADING PLAN 21 ur n �^ Public Works 15epaFurwr NADEN AVE WILLIS STREET IMPROVEMENTS o K�1UT Engineering Iliviniuo STA 10+75 TO 12+63 "' SW 1/4, SEC. 24, T 22 N, R 4 E. W.M. ExNCit"IY' sheetaB o/fit 'R ISM SSA 196Mdna(1CC 101t JA 9Tr6 Wi 16rAi1B(MPt9.I.K.- TOE . WillisMatleM4lh Ave IC a6 IwfT InE y,+ 1 Iplli iT 'a° r , 1 TPA \To, P&aa, 1 _ t MATCH LIKE STA 12+63 SEE SHEET 27 �ryce ��raJay IFp1A p«. �1 •.•�.�" ,-.1�. a.R s m.t�R�oR City of Kent GRADING PLAN1-4� - •_.r..l auA_ re "' ..'A= '�" Public Works Dcpartmcnt NADEN AVE WIWS STREET IMPROVEMENTS ND. REV M BY 1 DATE " Enginming Division STA 12+63 TO END u w SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. g,}xOn ro• sn.wnsln Construction Agreement No OCC 1011 JA 9776 SR 16I1616(MP 18.6L4,,) wm;uaxvTwn An Nnplewlwnn a J Z y \\ D005 10001' f a 6.4,1 boos --� P 1a027 / 1OOS4 ,, \ sw was m H ss / Sw \ --- — r ---- -- -- — ----- ----- 1 W30 ---- " SW 10 f � Q ,Dart {q ,Hasa V 4625 gyp- 10 �55 411wn 6 8 YIBDSS yPB C 10.6' ^17,016 •, d SW o •100D7rS 4 XC 9- 71 d IDGM1y avar.. - { � 78 . J o o« ssxe 92 h c T0C S T LANOINC,i ,1TCO020 030.1 I - 10044 TBC1 a 5WA100D25< 10004 a 002 d�7 SEf 9iEET 2irOR ISLAND GRADINGTBC P w11fOD3d — G l PIPELINE �_—P% (14"RENTON—PORTLAND) WILLIS ST (SR 516) jA�WILLIS ST (SR 516) & NADEN AVE 1 B SCALE 1'-5' •iTa LEGEND THE CITY VA CONSIRDE CN STARING CON SHE CITY ONLY FOR T E FINISH GRADE CONSTRUCTION I STAKING ONL7 FOR THE POINTS LABELED WITH 1Q .ALL 1— aM RAW-PAY LIMITS OTHER CURB RAMP LAYOUT AND CURB RAMP CONSTRUCTION 1 STAKING IS THE RESPONSIBILITY OF THE CONTRACTOR. IWM "'y2■ -�,_1•_6 �GtyofKew CURB RAMP GRADING DETAILS ., 6_ N' A.�N a- aficHu oRnw.nc 29 or 33 YAAA T� •,� °` .o„ N/A PublicWD,ksCh,ParL,nen1 INTERSECTION — WIWS ST (SR 516) 8t WILLIS STREET IMPROVEMENTS r, °moo w-•: - o KENT Engineering Division NADEN AVER C.-t"D•' snttt 309776 SW 1/4, SEC. 24, T 22 N, R 4 E, W.M. coy:1,�eio�A9rrem�t No ccc 1911 JA 9»s SR 167M 6(MP 19.—7TI W IlisMatleM4th Ave Improvements I'-RENTON-PORTLAND PIPELINE O1 10062 46.06 yp 46. TBC 10064 - P .�neV'aa 7O94 TBC 70056 0{ C4pV- ._ R RAMP .i []f 10055 6 14054.%owo a 1007 10049 10051 i 552 1 6.13 48.32 11 BC W TK S46.0 - Q. k-is% •1.75f 1 LJ1i01N0 4 - -..,.... .... d .. c p 40064 4s oG 9 50670 10026 iANWNG qva TBC `4 07 L SW y.,•1' / lom,,1,, I U RAWP Ll SW •I 90 g' w01C mc 10Ptl9 4 ff I ///i •:! 10050 1 7 10048 45.14 `I 4$,p0 SW +• -0 44.46 SW 5W d''� t �, 12X j. je' l 1 f • � � 1 I I t 1 r' B WILLIS ST (SR 516) & 74TH AVE S C WILLIS ST (SR 516) & 74TH AVE S 3l1 1 B E r'S THE an vat PRflNOE Ffd31[YRAE9E c�nN STRUCTION 18 1 y STAKING ONLY FOR THE POINTS LM1BEL.W N1TH 10 ALL OTNER CUM RAMP LAYOUT AND CURB RAMP CONSTRUCTION STAKING IS THE RESPONSIBILITY OF THE CONTRACTOR- City of Kent CURB RAMP GRADING DETAILS y nth Public WorksDqunmrnt INTERSECTION — WILLIS ST (SR 516� & WILLIS STREET IMPROVEMENTS ucw.vJR a, a.a - ---'t.m Engineering Division 74TH AVE S - _ �-ua:Jr4..�e,.��.• •-ram..,,",'a n a.- are-o.:a.y r ra]...x \\ \ I I SW�1/4, SEC, 24, T 22 N, R 4 E. W.M. 7 ; NOTES: I \\ 45 \ dt P g } 1. SEE SHEET 32 FOR STORM DRAIN PROFILES. I 2 STATONS AND OFFSETS SHOWN ON PLAN PER ' y PI 111 ALIGNMENT PLAN SHEET 15. SEE KENT STANDARD PLANS 3-22,6-64,AND 6-66 Z ± FOR TYPICAL STORM DRAIN PIPE TRENCH SECTIONS. / / /�• / 4` Qm r L 4. STATION AND OFFSET VALUES FOR STORM STRUCTURES ARE TO THE CENTER OF STRUCTURE UNLESS NOTED OTHERWISE. y 5. TYPE I CATCH BASINS PER CITY OF KENT STANDARD F I� g � PLAN 5-1. Li4 y(l ` Q .`_T _• 9 �j I CenlslRuRion A9reemenl Na aCC tOtt Shee11041 JA 9T6 • I I•. SR 167M16 IMP 196]/4TT) W = Winism,ae„n41h Ave ImPmvon- 1• g De f o 3? �L Z +oBD 4120 w n'T.PE Rfr I ' •. . • ' 3 CB y5 TYPE 1 e • S • •�'• 1 'A .� I` - — �p � �. y6g0'd125 .� 7 • '♦ 4 I #4 TYPE 1 4080 4120 i WILDS ST (SR 516) gz TYPE $ EXISTING OLYMPIC PIPELINE } (14`RENTON—PORTLAND) 1 g g � I _ I .,,.�,.� _ INIl�Cl city 1,rlt�11 ,+ b a `" �1Z >a/"f L'bli0 Works Dcpaimmem STORM PLAN WIWS STREET IMPROVEMENTS 31 o`33 U I Ecusu. - r r, KEIVT EaMirtloing Division I : 9J xn. *a••ruT-w 9 he:+..w .w. t ,., - ... w•�,H.,n,�a�.r�rra nad�� 50. , - I I 50 50 I 50 r R�'OSED iFh ®7.OF PIPE GRADE®rE 0...PIPE y _..E19'SSING GROVl10®CE(;r PIPE GIiS / I�n I I. ! t%351M16 GROON O OF Pft .—. .._ {{ —7 45 -_._ _._ 45 45 - - _ I 39 LF 12 DiR D.7NE. 45 _-p V 13'DI O 1.43R• I.E 3Y QI Y . aG IF U GI O J.32ti- �•._ 63.F 1°'D G 0.22% 40. - 40 40 - Ixi 66.49 IM—oa - -"!40 A. -17, I I -X-43.47 KIM r-- ara,.u,o A i ` IE at4q,l2-y/ 1 a1 a 14 Nw `>=n�'1keC CL4iaMt =a3 t3's 7II 35 I l .- �.- 35 35 I `.� ' A--a3 35 v1 STORM PROFILE Oi ox STORM PROFILE 02 EaM1ibR"D" SM1eet02o141 C...—ti.,Agreement Np OCC 1011 JA 9775 SR 1671516 IMP 19 629 rr) Willi--4 4th Ave Improvements 50 I I 50 I r � � _ r !FADE®CE OF_SN'A:[ I I I XIS G GROUND O OF SWAiE VNg SWALE 451 -- _. I� a060 a1G1 -�- - - I......- .- .4m 6 45 I BOTTOM Gi`SCALE 90.IXA. I. .. ._.. .._.. J ALL s! 40 EE 40 35 03 STORM PROFILE 03 31 SCALE: 1-=10'(H),1'=2.5'(V) 7�r11ftR y- 'M"' mr-}t-3pol ,m,x r•. HI 1 11 1City of KeD[ _ h�.Public Works l)epmtlncit! STORM PROFILES WILLIS STREET IMPROVEMENTS az or 33 �, ,R *- KE11T Engineering Oitiiclan yyx.. ,. ;:-E&r9 f'ru'•+tcenl f!y J1:J .L iY Eahilft"" S4,eet"041 Co..—ian A9leemenl No DCC 1011 JA 9771 SR 1611616(MP 19.6T C77) W,11i,M.d,,7Mh Ave Improvements bd e0 . .,��'��._.____ .._.—.-- - �Eno PonDwa•. J.EW+f:H* . F�0 HAC 1 3ASf �4. ... _s.. 9.. X.. 0.65Z -' .. .. _. 40 S 1Ait' Y .. . ,_SrA 10+62-7 40 `—2L'C NADEN lwlaSELWE t-__.. ............ .._ 14+00 10+20 1DM0 10+60 10+80 11+00 11+20 11+40 t++s-, I NADEN AVENUE 5va T..1cdiv) 4 �f+ 3'IBI2y m¢t - a INAA AIW A:e6t F'.1NCM L'i i}'Ofta7l 33 OF 33 _ .ex, xe r.1a PublicWorksDeFutlnenl NADEN AVENUE PROFILE WILLIS STREET IMPROVEMENTS "`err' ICEIi{T En&earing Division nc p. - GAT o..1vP.e.ln xr ',;3-k':ls ar�i m[v+.at tivinpr'r f1C. V Av LEGEND FxISTINc PROPOSED SIGN LEGEND SIGNAL DISPLAYS ALL VEHICLE DISPLAY HEADS SHALL VEHICLE SIGNAL HEAD CSD 1 BE STABILIZED POLYCARBONATE PLASTIC vmwTRLW=NAL"&%a �,•.. S'd 2 HAVE VISORS FLAT BLACK INSIDE I DARK GREEN OUTSIDE ■ Illil. R ■ PEDESTRIAN PUSH BUTTON - i c e 3 USE ALUMINUM A1'WIDERETR-REFLECTIVE BACKPLRIPI PREEMPTION DETECTOR v DISPLAY I(VyZ/-1UV�TYPE SHALL INCLUDE A LOU-RID WIDE RETRO-REFLECTIVE STRIP IN TRAFFIC CONTROLLER CABINET "�7 th AV SERVICE � L ACCORDANCE WITH STANDARD SPECIFICATION 9-2916 SERVICE CABINET -.. - 4 USE 1T LED TYPE DISPLAYS •TRAFFIC SIGNAL POLE POST KENT STD.PUN 5 SEE CT'OF KENT SPECIFICATIONS FOR SIGNAL HEAD �;�� - 36"x 114" DISPUY 46,4], DISPUYS 46,49 JUNCTION BOX(TYPE I,2,L B) e•• aO� NUMBERS 41,42.63,B1,B2 71 21,22,61,62 W,69,6B,89 52 �--- - ALL WITHPEDESTRIANZ- VISORS I ACCORDANCE ANCESHAL BE COUNTDARDOWN TYPE OVERHEAD SIGN �- i-L WITH Z-CRATE VISORS IN ACCORDANCE WITH STANDARD BIANKOUT SIGN ` - SIGNAL DISPLAY MOUNTINGS SPECIFICATION 9-2920 #^ $fANFW1OP1A/2 J-7510 Y'IS2p CONDUIT E K ✓V •D- Sheet 51 o141 SPAN WIRE ✓si - - Sr. 46,47 1449,68] 69 65 111,22,41,42 Gonalruction A9reemeM No.0001011 JA 9T)6 BB,B9 61,62,71.91SR LUMINAIRE _ DISPLAY NUMBERS R'1si/61P�1N411r1 �N STRAIN POLE _ KENT STDL PLANS 36^x1u" INDUCTION LOOP Q CONSTRUCTION NOTE O# POLE NOTE O 51� yT�}w LUMINAIRE SCHEDULE FOR CONTACTOR CABINET @STA 221+234,923'LT.CABINET# t '—AAA,kk LUM O CIRCUIT STATION TYPE-DISTRIBUTION POLE I WIRE NOTE # KENT STD PLAN 6-66 NO. NO (OFFSET) -WATT IES DESIGN FILE HEIGHT POLE TYPE l COMMENTS l 1B"x&" 221+11..fi COBRAHEAD-R3 SIGNAL POLE 2 INTX (46A'LT) BO LED ATBM PI D MVOLT R34K NL P7 40' TYPE III ® fl INTX M 16.4 COBRAHEAD-R3 ATNMPI6WAXTM4KNLP7 40' LIGHT (57.1'LT) BD LED STANDARD i1•766 COBRA LED LIGHT 6 INTX ATBM P10 MVOLT R34K NL P7 40' (31 6'LT1 00 LEO STANDARD 7 INTX D'fi2B COBRAHEAD-R3 ATEIM P10 WOLT R34K NL P7 1. LIGHT (431'RT_I BD LED STANDARD ONLY _ R- 30"x 30" sfi BREAKER SCHEDULE NO. LOCATION:SR516WESTOFNADENAVE 240 VOLTS 1PHASE 3WIRE SERVICE:LIGHTS AND SIGNAL 150 AMP MAIN BREAKER _- CIK LOAD DESCRIPTION WA KVA LOAD DESCRIPTION No NO. I 1 SRTFVI-3R S'66 14Tk ALE S 22 15 70 LIGHTING INTERSECTION 2 3 FUTURE TRAIL LIGHTING 22 1 A>l NOp 20 LIGHTING SPARE 4 4B"x30" S LIGHTING SPARE 28 r 71I 1 B GFCI 6 E B6 7 SPARE 1$r REMARKS: PEAK LOAD: 4BKVA 413AMPS NO BUSSWORK SHALL BE RATED AT 200 AMP MINIMUM CANTINUOUS LOAD: 30 KVA 215AMPS RIGHT TURN ON RED R10-tta(MOD) 3 z 46' BLANKOUTSIGN SIGN NOTES: S1RHA 1.FOR SIGN FABRICATION AND INSTALLATION REQUIREMENTS, 4 w py iryy SEE CITY OF KENT DESIGN AND CONSTRUCTION STANDARDS }9$ AND PROJECT SPECIFICATIONS. 2 FOR MAST ARM MOUNTED STREET NAME SIGNS,SEE CITY y3 a �� ��TttJNS100Mtl11YM15pf4fIOn5 l7<IgFlf bTAVDAAn RlJt FMS AWL 'el :�row^�NwuN p Y1Mle I�ulemnxlwM»w� fimmw� I�'"`"zw`so�° wn City of Kent SG01 w» m..t.en wow Public Works lycpSrtLncm SIGNAL LEGENDS AND SCHEDULES 74TH AVE S & WILLIS STREET (SR 516) 4 TRAFFIC SIGNAL DESIGN — PO#170364 wA KEUIT Engineering Division ,�6 WIRING SCHEDULE SIGNAL POLE NOTES: ' VEH E.V. PED LED TEMP[GED . O7 CONSTRUCT FOUNDATION PER MOT STD.PLAN J-26.10.PROVIDE AND INSTALL SIGNAL POLE TYPE II WITH 50-FT MAST ARM.INSTALL(2)TWO VEHICLE SIGNAL HEADS.(2) CONDUIT LOOP PPB SIGNAL ILLUM POWER PULL TRACE AC^U'.... ALLOW ALLOW TWO EMERGENCY VEHICLE DETECTORS,(1)ONE LANE CONTROL SIGN,(1)ONE BLANKOUT SIGN,AND STREET NAME SIGN ON MAST ARM.INSTALL(1)ONE BUILT IN TERMINAL ■ DET DET HEAD BLANKOUT VIDEO NOTES CABINET ON POLE. SIZERYPE #14 2C3 2CS 3C5 5C 20C fiC CABLE 2/0 STRING WIRE FILL FILL26% FILL40% NO. O2 CONSTRUCT FOUNDATION PER MOT STD.PLAN J-26.10.PROVIDE AND IN5TA11 SA^iPSAL POLE TYPE III W1R1 FdsT MASTAi96.VRTACI 1SFf MA•NA•tE lfL11AND FlXTIJAE I b*vwor 1 009 J• PER LUMINAIRE SCHEDULE.INSTALL(5)FIVE VEHICLE SIGNAL HEADS,(1)ONE EMERGENCY VEHICLE DETECTOR,(2)P 0LAM"T$IORIm AM SrRM LAW SIGN ON so m MASTARM INSTALL(4)ONE LANE CONTROL SIGN,AND(1)ONE BUILT IN TERMINAL CABINET ON POLE } S'P iwRIM 4 4;N Aw _ O CONSTRUCT FDWpMTIO61 PER IMXIF STD.RAY}3G,10.PROVIDE AND/NSTALt SIGNAL POLE/YPE II WITH WFT M%VARM.W4TALL(2)TWO VEHICLE SIGNAL HEADS,(1) Y Pvc SCHM P1i ¢i ONEEMERGENInYVEHHME—(1)ONE LM&CONMOL S .I OSTREET NAMES ON MAST ARJA WS (1)%tWCLE SIGNAL HEAD.(1)ONE PEDESTRIAN 1 rWCKxq i!r 84Gt1 WAD.[t)ONE APS PU91SUTI'OI<AS'$EIWLY P¢R-$PEECl9GTI�iS kNO(1)ONE BUSF PI TERN CABINET ON POLE 4 ?R ,MR0 } Yit O4 CONSTRUCTFOUNDATION PERWDOTSTD PLANJ-2110 PROVIDEAND INSTALL SIGNALPOLE TYPE PS INSTALL(1)ONEPEDESTRIAN SIGNALHEAO,AND(1)ONEAPS PUSH T TI Z7. _ I t G9y tl1 BUTTON ASSEMBLY PER SPECIFICATIONS. • ?PYCOCr 0 017040 O CONSTRUCT FOUNDATION PER CITY OF KENT STD PLAN 6d99 PROVIDE AND INSTALL LIGHT STANDARD WITH B-FT MAST ARM PER CITY OF KENT STO PLAN G36 SEE SGO1 • f S 1Ji 11r FOR LUMINAIRE SCHEDULE. 10 TtY[Ynn ' t } f lt• .0 O CONSTRUCT FOUNDATION PER CITY OF KENT STD PLAN 6J399 PROVIDE AND INSTALL LIGHT STANDARD WITH B-FT MAST ARM PER CITY OF KENT STD PLAN 6436 SEE SGO1 TWCKl110 _ 1 1 A•0 in. FOR LUMINAIRE SCHEDULE. I TRTrpi! } } 1;!} tyy It 1 O CONSTRUCT FOUNDATION PER CITY OF KENT STO PLAN 6d90 PROVIDE AND INSTALL LIGHT STANDARD WITH 1SFT MAST ARM PER CITY OF KENT STD PLAN 6E6 SEE SG01 EFAREFOR LUMINAIRE SCHEDULE. 13 r - � -- ?- 1� �W O CONSTRUCTFOUNDATION PER MOT STD.PLAN 1N-11.PROVIDEAND INSTALL SIGNAL POLE TYPE PS-INSTALL(1)ONE PEDESTRIAN SIGNAL HEAD,AND(1)ONE APS PUSH BUTTON ASSEMBLY PER SPECIFICATIONS. --CH 2 t 1 } 1 tH 1# 1a TFIC W`tb MYI6E O8 CONSTRUCT FOUNDATION PER MOT STD,PLAN J-2110 PROVIDE AND INSTALL SIGNAL POLE TYPE PS-INSTALL(1)ONE PEDESTRIAN SIGNAL HEAD,AND(1)ME An PUSH BUTTON ASSEMBLY PER SPECIFICATIONS. h 1�M1GmT.Cf y y y y }y MM 10 CONSTRUCTFOUNDATIONPERWDOTSTD.PLAN.421.10.PROVIDE AND INSTALL SIGNAL POLE TYPE PS INSTALL(1)ONE PEDESTRIAN SIGNAL HEAD,AND(11 ONE APS PUSH 11 rhClwb 3 F 150 1. - - BUTTON ASSEMBLY PER SPECIFICATIONS. I• EXISTIRG T t fL }i0 11 CONSTRUCT FOUNDATION PER MOT STD.PLAN J-21 10.PROVIDE AND INSTALL SIGNAL POLE TYPE PS.INSTALL(1)ONE PEDESTRIAN SIGNAL HEAD,AND(1)ONE APB PUSH e r6N 0 1 rtrTua tilLL Ubfdwp BUTTON ASSEMBLY PER SPECIFICATIONS. 20 I—.fin 2 Rir M 12 CONSTRUCT FOUNDATION PER MOT STD.PLAN.F20.11.PROVIDE AND INSTALL SIGNAL POLE TYPE PS.INSTALL(1)ONE PEDESTRIAN SIGNAL HEAD,AND(1)ONE APB PUSH ( rlVC'Ja y 4T} •a9 ig•KT6li(➢ BUTTON ASSEMBLY PER SPECIFICATIONS.PUSHBUTTON SHALL HAVE ARROWS POINTING IN EACH DIRECTION. } t kw a•0 n 1%gTYOT x}f T1y z36xISTwGr r -i } } CONSTRUCTION NOTES: IK rJAc evmn 1 rvnr•BBnlae. ri TR'F 9�i.I10 1 13 INSTALL 6-FOOT DIAMETER INDUCTION LOOP PER CRY OF KENT STO PLANS 6-98,6-99,AND 6-100 INSTALL 2"STIBOLITS PER CITYOF KENT STD.PLAN 6-99. FUTURE FII— fi.0 l>r.m Ari FIII__ 14 EXTEND CONDUIT INTO EXISTING JUNCTION BOX: E M1iNI"D" BheN 3fi ol41 }t ]'MfC•o.p t 1 } 0yf" 1IpMt•IG 6WJ MRW tILtB! 15 INTERCEPT EXISTING CONDUIT AND EXTEND TO PROPOSED JUNCTION BOX Cons) Iion A91KIIIen1 NO GCC 1011 JA ST76 SR 16-16(MP 19.6Z4.T7) 16 PROTECT AND MAINTAIN EXISTING STREET LIGHT WO•LgIfA+MitM1 Av} 411nutYa 1T DIRECTIONAL BORING PER WSDOT STD-SPECIFICATION B-20.3(5)E4. 1B STA 221+234,923'LT,CONSTRUCT FOUNDATION AND INSTALL 150 AMP SERVICE CABINET PER CRV OF KENT STD PLAN E-% 19 COORDINATE WITHE PUGET SOUND ENERGY(PSE)FOR SERVICE CABINET POWER CONNECTION CJ REMOVE AND REPLACE EXISTING JUNCTION BOX WITH TYPE 2 JUNCTION BOX 21 INSTALL TYPE R1 W INDUCTION LOOP,PER WSDOT STD PLIW JS0.13 INSTALL 2"STUSOUT PER CRY OF KENT STD PLAN 6-99 OINSTALL(2)TWO TEMPORARY VIDEO DETECTION CAMERAS FOR NS AND WB VEHICLE MOVEMENTS ON EXISTING WOOD UTILITY POLE CAMERAS MUST BE INSTALLED PRIOR TO DEMO OF EXISTING LOOPS AND REMAIN IN OPERATION UNTIL TRAFFIC SIGNAL TURN ON F 23 INSTALL STREET NAME SIGN ON STREET LIGHT POLE PER CITY OF KENT STD.PLAN 6-85 A 0B8W ��d113vaypw rami"Iim0 _ n 516) �,�wn _ City ofKcot "' SG02 WKT wr Public Works DtVmuwtli SIGNAL NOTES AND WIRING SCHEDULE TRA ACE I & WILLIS STREET (SR 364 k�u TRAFFIC SIGNAL DESIGN — PO#170364 Engineering nt6slsG EMERGENCY VEHICLE EXISTING SIGNAL SHALL REMAIN OPERATIONAL I JUNCTION BOX SCHEDULE PHASE DIAGRAM ALL PREEMPTION SCHEDULENEW HEXISTINGCON AN D PULIED NTILTHROUGONDUCTORSA ARE DD �I I STATION OFFSET TYPE CONDUIT FILL ELEV. SR 167 79TH AVE S. CONNECTED TO EXISTING SIGNAL CONTROLLER. Calla'aL PHASE I 11. t 'itT1T l R ay 11 NOT NOT PA dV = I w1 o "211 i ffi dibt 01 T USED USED EVP"@ YSr j >N,•1P.a aNllf N IF as + �YF.'C 'l1 �- `t i2t•g14 IF:zi a 4 41.1; } lV B WI- 51 4 fY ffi1 i a,rti 3 a IIyD USED �I rAy{ - ' 1 s"- t s qs +r trae9 m r� i S4Etl! 171 rr•SfJ "NLYNi 1 1 aAq NOT NOT ,! f 1 - 6.. I IDi4•]la. Tf�MP N q Y]f 40 (Bl USED USED 07 x 1 5 'GE7AAB 'j W zM41,o arts • 1• ;;w FR /� 3 0 I al-ass art= ? 4 aS.s1 � OLC Q 11 Ilk2D /.t- Z { j Y RiWfa iRI r i Nea O4 PED -"�-� 00 04 FYA 01 i0B { l } _ SEE DETAILA- �{,� /q.�• ! ,� 1 ?lYt3 Y K ] a 34i 00 04 � � (D) OB PED N !' s 'L/ �1 1 oulol9uws:�+aA 10 !� 3,r II, 1 4 { 10t7MLp W stRlx'eWtt l �PROTECTED NOVEMENi PERMISSIVE MOVEMENT 555 2 I ri p.. I I +--��PEDCSTtINN INVBiEVT 17 � _ '_ _ - ¢ •.• �« � irltY.m DN44ff 1AGCPIG 6 3j(TYP) le`L�S PHASE 07 SHALL BE LEADING 10 ..li �._ -..-.-. •1f` _ __ E%.421 - / 4 74 !B � - A 0 E%.622 421 - 76 '7 it 12�. � � y � EX 923'� _ j—' Q Y �S E%.411' - III ;,. u t" A ill SR 516(WILLIS ST) VI "�Vy1 �IH EX.412�,J�IyI[1j.�...�,`y EX 413',. - — --- — ----p — r, a EX.PH B r>< -1iT1�A 15 M&-) Sn-36o141 Conztruo—Agreement Na.GCC 1U11 VA Kis •' -- 4 1 _ f/���--�. — w SR 16T1616(MP 196-7]) - _J •^ T ( L�1 y • '1� — '_ W�ILzMatleM4tN Ave mprovements • a 1 Y N Ni ��-- LLi 4 f W Riw EX PH6 Ni a GENERAL NOTES: TransporinDon So W bons 5I SEE SHEET SGO1 FOR LEGENDS AND SCHEDULES 0+ �d 4 �,,,„,�,p„,o„m„,,,m„o„ r •„ DETAIL A i DETAIL B n..r.wler 2. SEE SHEET SGO2 FOR SIGNAL NOTES AND WIRING SCHEDULE. •,Ha Iasslawivl•--m+-� dBem.wt —F t SCALEt a MITCity of Kent g _ - R '� P SIGNAL PLAN 74TH AVE S & WILLIS STREET (SR 516) ���rrr... Ijtl Works De aztmenl � - "m +^^� K.,F111T Engineenng Division TRAFFIC SIGNAL DESIGN PO#170364 FaENo n V r4F __ NOTES: LEGEND: O 1'-0"MIN.TC 2'-6"MAX. O FORPOSTMOUNTEDSIGNS CL OMOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART a VEHICLE DISPLAY FROMOL PE CENTERLINE THERE SHALL BE 2'-0"MIN.FROM C FORTYPE N MOUNTS ONLY,DRILL VDL4.HOLE IN MASTARMAND INSTALL h MAST ARM MID.SIGN TO SIGN EDGE THEFACEOFTHECURBORTHE -�I PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE c STREET NAME SIGN EDGE OF THE SHOULDER tl PRE-EMPT DETECTOR TO THE EDGE OF THE SIGN O2 FIELD INSTALLED SIGN SIZES SHALL NOT EXCEED THE MAXIMUM a POST MTD SIGN Wt,�3u5TF:a HERE: f LUMINAIRE O O g PEDESTRAN DISPLAY I h TERMINALCABINET 2 ftT BIO1P 11f 'R MIIQni i. APB PPS I j'r�~ �2 ,J b 36 FT FW ]55O,FT. 1 HOWDHOLE of f / - r p 1 t 30PT NN 71LG IW.R ff v rx FL"L ]AFT f3.@&1 PT, LUMINAIRE MAST ARM STANDARD PLAN REFP,KF3ICES � IN, AS as2 XVZ(0) TYPE POLE _Tpy �.ECTR•CAL b @7 1 1 MAST ARM X Y Z(0) rYY1DA�C1)� D aM tli LENGTH FU(ED J-20,10 J-20.10 J-2010 ----- - --_ F _ 4 b B PP@ _B, 26.4 J-20.15 J-20-15 J-20A5 - - - /// E P MEASURE ATTACHMENT POINT ANGLES CLOCKWISE - -- - .. A FROM POLE ORIENTATICN LINE(Et ATTACHMENT sr 33A PS J-20.16 J-21.10 LID 20 POINT)TO THE ATTACHMENT POINT LOCATION F2' 396 I 4 E2 TT 462 1 J-z1.1s J-2110 J-rs0 SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY 1 fe tfi' 526 0.b..SD NIA $,{3' WA NIA AtW I F � F NOTE' FR—.TOP LWEI�rvt,t ALL 40' 45' ITS3'-180' _ TYPE E MOUNTS SHALL BE USED FOR PMESTRM DISP YS ON TYPE II OR III 3 SECTION 12" 16 5' 1TS' 19 2' ZO.9' SIGNAL STANDARDS,WITH THE FOLLOWING EXCEPTION:PEDESTRIAN 5 SECTION CLUSTER 12' i e Al O DISPLAYS MOUNTED ON OCTAGONAL IS SIDED)SIGNAL STANDARDS AT AN N A H ANGLE OTHER THAN A450EGREE INCREMENT SHALL USE ATYPE AMOUNT 45ECTION 1r 105' 17-0' 10A' 19 T' 206' ATTACHMENT POINT FOR TWO PEDESTRIAN DISPLAYS,ORA TYPE B MOUNT FOR A SINGLE SSECTION I2" 16S' 170' 175' 1B 5' 196 PEDESTRIAN DISPLAY _ - ja 7 18a` 1 16A611R�1gtOM bcaTOai ITF°141bx1IffAb/1Dtf8Y4O Tp H6WWAY O; 6 w U- { ALL HANDHOLES AT 180" Q TOP OFIFO IS tKW-FROM E1 a a a aPOLE ORIENTATIONANpgR BOLT PLATE 774 E1CURB OR EDGE OF(El ATTACHMENT POINT) O O b1 I j I klr1PO LE ORIENTATION ANGLE 1P.Oh) l" 6 6 ICI UJUITB OFDEGREES CLOCKWISE FRCLL 1yI OFFSET LINE TO POLE ORIENTATION L9C+4TgN yTAIION LINE(El ATTACHMENT POINT) W ADMS LLOW VMS IS NOT TYPE S ANDA OS T-G'MX crLN.ACI!a 0•wN fROM FACE OF CURB OR EDGE OF SHOULDER; O I DEW MEASURED FROM ALLOWED ON THESE POLES SIGNAL STANDARD 3'-o'L TLN1fl OCHC M lVP SIDEWALK SURFACE TO TYPE PPB TYPE PS TYPE 4'-D"Lsr fnDlr CG1G.bNM1Yk+'R TYPE2(MEASDRED FROM APOINT WHERE THE POLE ORIENTATION AND ATTACHMENT POINT DETAIL CENTER OF PEDESTRIAN PPB POST PED.HEAD VEHICLE HEAD BARRIER BASE MEETS THE SHOULDER SURFACE(TOE)MEASUREMENTTAIQN PUSHBUTTON STANDARD STANDARD FROM TRAFFIC SIDE OF BARRIER:TO FACE OF POLE) SIGNAL STANDARD DETAIL CHART OL 51ISH&MMAM GATA L fApl� POLE ATTACHMENT POINT ANGLES tl IiDR � FIELD LOCATION TYPE H.—FIT *F*SM SICATTAOIT MINI} Y71tAAlAFO Am"tri L>m >m >9 (eB=1 MMFDAIq►MY/MN ALllBNATE I ALTERNAIl2 - -� IYSF) 61'ATgN dPT3£T,IT n3Y.l}AeL A7 ,u 91 62 R3 1w BS LM.:MF as 8F 81D 811 I11 az a b+t "JOB MT BF ba ata sit C r-r P [1 F p1 02 It T tI i2 rRa,rsa fAO. rba 4M T 10+650 726 X x46..79 5° 4 180 495 NS 3"41 315 1 10 92 1 9.2 1 63 120 10.5 1525.5 a S. 1B0 1900 10oo i5'.a'10'-0° Ia'p O 221+116 486 X x45 79 352° m 160 40 50 4USi ?I 145 6 92 P 120 12D 285 16 163D2 0 352 1Fa. 1900 1000 i5ti0.10'-O' IIF•a �.` 222.360 So X x464D D° B 180 36.5 2fi 32 116.6, 10 92 9.2 10 I BLS 11994 0 A 215 270 _ 180 270 1350 1DOD tt'-o" WO 7d •..b I M 37 t 575 x a4665 PS g ® 222+16 4 571 X x46 46 0° LT STD 40 16 a? 10+7B.9 316 % x4631 5° LT STD 40 16 y 6+628 45.1 X x4465 0° LTSTD N 16 Exhibit"D" Sheet 37 of 41 .......m A6ree I N.GCC 1011 JA 9775 { 0+60.0 409 X 44.BB PS SR ISTIS161MP 19 SVCTT) M WillizMatleM41M1 Ave Improvements G 0+596 42.4X -4632 PS 10+679 *6657 pg 11 10+J]5 x46.27 10+446 4fi 32 PS _ 1� -.••- _ - _—. .. t TOP OF FOUNDATION IS 0.1'BELOW FINISED GRADE FIELD VERIFY **CALCULATED POLE XYZ(FT')IS THE SUM OF THE TOTAL XVZ(FT)FOR ELEVATION PRIOR TO ORDERING SIGNAL STANDARDS THE SIGNAL ARM AND THE x (FT')FOR THE LUMINAIRE ARM(IF PRESENT) E �Te x r �n111� ��Transpor[atian Solutions m 4vLIM d�Ylaloex City of Ken[ SG04 Public Works Deps[4Txnt SIGNAL POLE DETAIL PLAN 74TH AVE S & WILLIS STREET (SR 516' w aevnlrl fIr QA,� __ KElIT Engineering Division TRAFFIC SIGNAL DESIGN - PO#170364 TO T'9`AE3Jp \ >+oXeL.N.AaM iXW4XFAA4 IXntilOtl wfw.;__ __t —Ru SERVICE sg O MEL NO 1 O 0 4 ihN • iM i TURN1 ON REDLT STDw 9C 1 w aas r±mt I ExhiUl-D" Sh 311041 TO EX I`�r''� O i 1 EL r ConsVuction Agreement No WC 1011 JA 9776 CONTROLLER i !J Y rM Y Y 1 a Y_ SR 16T/6161MP 19 UA TT) tt-zcsH axsX TYPE fd6 fffllliiiiii FFJ ti t -0 _ r WillialNaAeM.N Ave Improvements r-t PR(SH) f SXl1/AL E.v.P- Ev�.c i 1Y AreA AY a9c WAEA 1 q � I MTUfKi 1 ®' Dtl y j PS POLE i 10 PS POLE I ® r 3EC,61PR lSH.zne ( w 1 Y BiA Pm HE-U 1 xL Y P°__Jc--1 a +es i�Q a Rr w is X a�`1.' �O�ms�o��e3 �a sd�i a u U/J1ff �__JJJ 1O TYPE II POLE j� 3 il$98� ae�'QI vow LT STD OS rTPEiJs r OTYPE III POLE I"��FAOE -°- - I +an.s=oa.t 9:re o+aserr■ a I I 1- i M'E1JY 1 I 1 w a +•tlq rwg � Y I TRa w r•pc6ti z-3csH,vmc,tcC,z-t PR(Stl.z.x9 a�iA aw rtOav§ 12 PS POLE a PS POLED -- .4 e ` ,T � PED READM 11 A p a ??? y vrlR l9n� 2 R 611 • i Z w i LYT 1x 1-47 PD P �a a r dC9 IJ n1 A • su �a qy p - INTERFACE 3 em SR 516(WILLIS ST) �Oe � !Ilely9¢bl_I 8 � i , 0- �—► �' J �Caen 'a SI P6D xFwD a TYPE II POLE O r LT STD O7 ,. _ -a Illy ..yam�� a CU7 4rRp1q PFD IIFwO M .S RRR "w __ PEALS t `— TERMINAL STRIPS S MAY BE IN POLE TERMED TMi�O END OF N� — 61 [COMPARTMENTS,BUT NOT MANDATORY I , * O 1 0 G 1 1 a O I � �SDq I w m w I s PAik 0 TA $ • 11la N6Mb ! 0is N O l �+ t w' PS POLE T a p�T iJ 1 RG m. = /� X 8 nor19A r o 1 ,w1 sxy+ nawUq V PS POLE tr w[ - en[bKa 1 wvl n tat- 3xcsX,t 3csX,t-zoc,.t-sc,z-t PR IsHI 31r 1 OM a AUK TI iAN 1 M LwA ' w Imo• a 1 7I�Trnnsporfaf10n Sofu[ians i � luleewiv j...n...m.'YV laedna EX JB City of Kent SGOS -ti wn m•t .+�• Public Works Skpa70alr:nl WIRING TERMINATIONS 74TH AVE S & WILLIS STREET (SR 516)��../l��..//�{ TRAFFIC SIGNAL DESIGN — PO#170364 DATe FF NT Engineering D1V15IOD �ILEo asao9t.w SIGN SCHEDULE SIGN NO, STATION, LOCATION StGNCCTIE DESCRIPTION SIZE COMMENTS OFFEST 1 219-82.83, WILLISST W23-2 NEW TRAFFIC PATTERN AHEAD 36.36 INSTALL ON WOOD POST W/ORANGE FLAGS 3795'RT (EASTBOUND) 2 22-5., NA EO N-A- R4B NO PEDESTRIAN CROSSING(SYMBOL) 16x16 50.36'LT (SOUTHBOUND) R93bP(L) USE CROSSWALK(WITH(LEFT ARROW) 16x12 221-26.7) -WN AVE8 R9-3 NO PEDESTRIAN CRUSJ NG IaYTxnuLj 18.16 3 4492'RT (NORTHBOUND) R9-3bPIR7 USECROSSWALK(!ITHRIGHTARROW) 18.12 I Z25+42.95, WILLIS INSTALL APPROX 160 FEET EAST OF DO NOT STOP 4 W23-2 NEWTRAFFIDPA7A lAmm 36x36 ON TRACKS SIGN INSTALL ON WOOD POST WI 11 45.]]'LT WESTBOUND) ORANGE FLAGS '•'• ••�5 Y .'.'�S.', 1*]6.15, 14TH AYES -- S W23-2 NEW TRAFFIC PATTERN AHEAD 36x36 INSTALL ON WOOD POST W/ORANGE FLAGS 2LI56'LT (NORTHBOUND) l■1 1 _ WILLISST W 1, 6R STOP SIGN REMOVE SIGNS AND POST _ •> _• (EASTBOUND) G 10a89.6], NADEN AVE 11f�1'liumppWL510N9 " T RELOCATE SIGNS ON NEW PORT 40 B]FIT ISOUTHBOUND) B�Ntl5 PEL 516HA1 RNhKSPON] W 9 5952LT-T (WESTBOUND)WILLISST DRIVER LICENSING AeUICATiESQM(NNEWF09I - � 5952 9 25952'LT )WESTBOUND)0, WILLISST KC METRO BUS STOP RELOCATE SIGN ON NEW POST 5952 L - WILLIS ST. 10 IWFSTBnt l WARNING PETROLEUM PIPELINE COORDINATE RELOCATION WITH AND BY UTILITY z I. ■ SR 516(WILLIS ST) --- ExM1ibil"O" SM1re139 of41 C SR 1671516(AOreemenl Na.GCC 1011 JA 9176 - 6R 1fi11616(MP 19 6]/4.]]) 1 W,IIisMatlm/141M1 Ave lmpravemenls e 1 Lu I Q I I F I SIGN LEGEND: GENERAL NOTES: a - "'. I n OX -NEW SIGN 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL SIGNS WITHIN THE PROEJCT I LIMITS NOT NOTED ON THE PLANS REMOVE EXISTING SIGN 2- SEE CITY OF KENT STANDARD PLAN 682 AND 6d2A FOR SIGN INSTALLATION NEW SIGN LOCATION INCLUDING SIGN POST SIZE,TYPE,ANCHOR,AND BASE UNLESS OTHERWISE NOTED �y X I I LEXISTING SIGN LOCATION 3, SEE CITY KENT STANDARD PLAN 6J13 AND 6-94 FOR STREET NAME SIGN /JJ INSTALLATION N — /" ;, It — •EXISTING SIGN 4., SEE WSDOT STANDARD PLAN G-20-1010-W FOR GROUND-MOUNTED SIGN 4■E (-/('�}r//.` i •NEW SIGN PLACEMENT,ADJUST STATION LOCATION AS NECESSARY. 5- SEE WSDOT SIGN FABRICATION MANUAL,AND MUTCD 2023 FOR SIGN CODE Z Y yl REFERENCES AND STANDARD DETAILS. 31 L- 0 6 ALL SIGNS SHALL BE MARKED OR STAKED PRIOR TO INSTALLATION FOR �'I anmem sportnnon Solutions li{ 'u � i��7■ ` 1pN wry olu r —A—— i. EDGE(5)OF SIGNS SHALL BE 2'FROM THE FACE OF CURB UNLESS OTHERWISE Glwwew 1,3 j NOTED ADJUST STATION LOCATION AS NECESSARY rvmmm wnamz $L ,�u,em��vl•w�.� g " EO,ws '�"1°�'�'n•aan� „�. City of KC"l SPublic WorksF3+alTment )GIVING PLAN 74TH AVE 5WILLIS STREET SR 516) m TRAFFIC SIGNAL DESIGN — PO#170364 - onTe ""° _ _ M,ENT Engineering Division 7�� SE 1/4 SEC. 24, T 22 N, R 4 E, W.M. � iNAFTFc alpB Arro w Ezhibic"[Y' sneecaoolal HATCH LEGEND: P BEGIN POURE «1 I -A s 1 Ta. 1 a• NOTE Conshuclion A9reemenl No,OCG 1011 JA 91T6 CENTERLIME1 }�' sj r LONC CUffI TRANSETIDN SR 1fi]161fi(MP 19 fi1lan) STAMPED COLORED CONCRETE-B-DEPTH . Im P I • 1 YBtlYdNdYV1W,Ave Imprevemems T. ALL SIDEWALKS RAMPS SHALL MEET BRICK PATTERN BA�ArF1C �,TYpE ly DOUBLE w A F I CURRENT ADA REQUIREMENTS TO THE TERLNIE MAXIMUM EXTENT FEASIBLE STAMPED COLORED CONCRETE-B'DEPTH N +55:01 1, 7 !Z YELLOW EDGE LINES I SQUARE PATTERN '0,1LY La D RIGHT-OF-WAY PLANS FOR 2. DETECTABLE WARNING SURFACES SHALL TRAFFIC CURB AND.PJ77ER ''{{'�m FK4L LIMITED ACCESS UNE BE INSTALLED PER WSDOT STANDARD SIDEWALK 2iaa5.6' l0 7S ���,= 1 y�..AMP£D COLORED CONCRETE i PLAN F-45.10-02. tLLs���JJJ 15"LONG CURB TRdWSI'IP�! y 1:';.- STAMPED[]7LOFRE0 CONQTFIE % N'TA PFIC� CUn TRAFFIC ApSfOW 11YE ZSR®1 9 PLANTER TRUCK APRON NTH ROLLFA CLtllB 1 STAMPED COLORED C I TRUCK APFiC97 7WTN 8011E 1 CURB 1RAF}TC IT{+E 351 02 C 1 � EIS 5F0P LDd= 15' 16 _ W7 � 0 L TpPfFTC CURB AND GUTTER \1 1 C BEEN UHE •• t D 1 Y 9t meSTOP 111 CROSSWALK" 4 D ENO CROSSWALK '! a2 PCC 1R AR1N7W D A c 1 l tl 6EON CROSSWALK 1>10 T'EELOW EWE LRaE END T"TE WH}fj LANE LINE \1 Fri A ,yyp��i,,,�0,1Y1ntE EDGE 11NE END RICKI STORAGE El- YELLOWWHITE EDGE UNE 5 5726:1 lPEW ¢ eEGW WHITE E:Otd UNE �+ LINE TAPER C p END EDGE LWE T S AM'ED COLORED END FBtlrE� LANE Tm"APRON 1WTH ROLLED CLMMB E 1E3'T STORAGE WIa rE EDGE.UNEBEGTN DRc>SSwALK D M /TFT7 — W 5 T/7fTT1+J'STi�7TrJ7J7 rr7frrrr�r ,. ti7 '.ter ILL' 7 // hyr OWL W w _ R PEDESTRIAN G1NB _ BECiN B.1:T TURN LAME tM if' TAPER `LN { 1 5'LONG L11R8 TR+W9R0N \ W W I`I -1y-, RAMP \\ V1 N i Sf' MAM4 E'XISiW6 CURB d' IV AND OUTTER 2 •,'•, ti I ffi STChA4E - n n211 SR 516(WILLISS srAMPEo OOLCM CONCRETE ■I1111� tl i. + - BEGn7 Td•F1E EDGE LINE T] a TRUCK ON TAT17 ROLLED CT1fb3- - 1 E 214a71.B5_F4.0C_L_� EVSrK EDGE LINE N 25eiI.Sa 19.90'L� I �N C4 WWI1 WHITE LANE IA4E } � N } `-y LV 04 F]IrS M CURB AND GUTTER END�UK n MUMS IT+OO z23+3! 584-+9'0dE +r% "�"r.,� g zzz+OO - 1! O0 ^.� - W W EXISTNG WALK E Sr"STOP BAR Z Y +.' .. C704T16 LANE IAiEJ - E)OSFIMG STOP E11eE�- g _ - N: 141101.63 .. �- •.s. U 1-- 1291155 27 .. T 1 .0 A CU AND OU Q EXISTING RAISED LI�FAN f BEG PRW UNE END EXISTING LANE I END d IN zm+ WWTE EDGE LIME 51 6 MP11 i.Y`f. E7a5FKiC CL'WB N10 WrTER f� I I I224+09 .,WNtTT: G E71D WROTE E31f1E UN STAM+ .65 EXISTING STOP LINE— '- III I l N BEAN RICHT N ST0RA0E TE LANE UNE E W,iI CC W Cifdla 1Wi7E LJIVE l 0 Eld mm STOP UNE ..�r yif iffps/i.�LGLG[!J'lr••••••L/f .t/LJs' 4'L [f CfLpi/i.%1G� elf1 CJ�r�•��ttlJGf.G+.Zf1+ -,.R —- R/W 1110rD ACCESS BEG9!WHITE LANE UNE° A SE(NN EDGE LINE CHANNEUZATION NOTES N W2:10+00 f BEGim STORA _ +i [WSDOT STANDARD PLAN SHOWN IN BRACKETS] N: 141100-75 '/ 4 C A '�WHITE� OF PAF£YEDG �] E: a291w1a-i7 / LM 6 ` BEON ST P O)rE UNE[M-20.10-02] 0 1 Q 1 0 A.C4GIN WHITE EDGE UNE END PROJECT YY f// ,y �° �" A SR 516 MP 4,92 Bt TRAFFIC ARROW 25R[M-24.a0-02] CWiAOP LINE f /_ �. END WMI'E EDQE iY� EXISRNG STOP LINE np II F-�- ` 'END+ ° END 9.T:I TURN UNE TAPER STA 224+55.02 B2 SRAF►6C ARROW 25L[u-24.40-02] 1. � I z C STOP UNE[M za.fio-oa] W500T NORTHWEST F*610N S I + D CROSSWALK[M-15.10-01] ® APPROVED CHANNOMATION PRAN o- ,µme E LANE UNE[M-20.t02] Y .. CRSTIHG TRAFFIC y x - ppCpwTKrls + } Y ARROW w Y I CENTERLINE[M-20,10-02] 1 Imo, I - r y I VVY 0 MOE LANE UNE[M-20.1 p-02] � 1 E ^ 20 f0 0 20 a0 1 r y M*o-y[M 80.10-01] DETECTABLE WARNING SURFACE[F-aS1G-02] SCALE IN FEET P T 9AT[3 v6LP IOU PB 1. aola „a1,z r-zo' °M Gtity of Kept 1 Pub,WDrks fkpa]tmcut NADEN AVENUE S. AND WILLIS ST. NADEN AVE. S. AND WILLIS ST. Engineering Division ACCESS IMPROVEMENTS CHANNEL IZATION PLAN j KDR.X1MG GOI,NEY rEBRVART S.2019 w�]3 Drawer 245 Sequence 12 HATCH LEGEND: SE 1/4 SEC. 24, T 22 N, R 4 E, W.M. _ — NOTE CURVE DATA STAMPED COLORED CONCRETE-B•DEPTH 1. ALL SIDEWALKS RAMPS SHALL MEET BRICK PATTERN CU— PI STATION DELTA) RA-S.TANGENT LENGTH CURRENT ADA REQUIREMENTS TO THE _ .� '�•. Ct 2+6214 fiTti JSS" 1300' V"- 140 1J' MAXIMUM EXTENT FEASIBLE. SIDEWALK G2 5r)1rr.1 32.2B'2a 79 66' 06 al- 37.41" 2 DETECTABLE WARNING SURFACES SHALL BE y - — INSTALLED PER WSOOT STANDARD PLAN 1 1216 r C3 1+24 BB h7 h0'16 82- 76 J5 24• 63 36' F46 10. - Z . 3 ALL STAMPED COLORED CONCRETE SHALL BE Q DESIGN VARIANCE m B"THICK(MIN) DI DESIGN DECISION MEAN DM 1239 W,MARCH=22 IC.'n=,' �".7-Agreement No.GLL1111 Jq 9T7fi W �ti m SR 1671516 IMP 19 6214 77) Will,sMatle-th Ave Improvements k 7 � a If A ` J Km s� EX,SW Z _� IN T7 /-EXISTING CURB AND GUTTER $R$'A. ]�{ 'r\ Y=" L w STA 221+00 c=i) ti �� 1ECASi DUAL \ so 1 YP 4 7 -1 S)HIGH-VISIBILITY Y[UOW TRAS alO W In - $R$16(WILLIS$T) _ 5T8 FACFD SLOPED xaL6:. (. ARA10R CURB WITH FLE%ISLE POSTS _END PAfJJECI' � • / NAPfH AME 10100 1 MOUNTABLE CURB (ORL PYS,ON PER 40'SEC110N) SR 518 M 4—80 y r EXISTING EDGE LINE N. 141 I00.7s 9{(1)HIGH-VSI 1.ITT YC"OW rNO CAP STA 223+20 \ Lo &EDGE OF TRAVEL WAY E: 129114J4.17 I _ n ` •: � -.r N! 21 SB9 i9+00 220+00 •� 49'06'E '21 ea zza+oD SHEEI LJj1� EXISTING dIC$MAE1f s CI0S,W0 STOP LINE = fir i SC'— 5 ISLAND �G ea+D 54.09E - ( �� '' EXISTING,COBNR�ET�E N j 47 .' .. � -- --_ ' 16 I+ 7r TRAFFIC CURB -- s iRAYEL WA AND GUTTER '`' +{I - ,I ,.s n; '` '+ 1 EXISTING LANE LINE _ f� a W. 1491W.81 N: 141100�72 !, �1+' N N ••. ___�.�..._ _..., .« - E: 1291440.44 111 E: 92�11E527 _ __ y __- '1 Fri _ _. -— EXIGTINGAAISLQ 1R91A5 _ _ _ __ { � EXISTING EDGE W EXISTING LANE LINE \ OF PAVEMENI Z G NIL \ J EXISTING STOP LINE \ �u' III 1 III ' + , � A \ C) Q -E45TING STOP LINE - 4N 1AMU`E0C`UNE A .2 1 7.m 22' Jl•••• 21 ... W R/* LIMITED ACCESS 0 BEGIN O j R/W A D»p[ROSSA'AU[ Illlll ENO Ire EDGE 19.6' xag' � CHANNELIZATION NOTES 3 `I yjr u iIM6 S Op LW [WSDOT STANDARD PLAN SHOWN IN BRACKETS] E L T 4 PT � p LNT A 10011E EDGE LINE IM#,1a P5 END DOUBLE 15 TRAFFIC ARROW 2SR[M-24.401 1 _;•O R +< t NA 'i�1�1� Wad- YELLOW CENTERLINE 4 2), 5' G STOP LINE[M-24 b0] BEGIN DOUBLE 1+5a.0D'.0.00E H y 14 YELLOW CENTERLINE Px ENQ WHfTF..E0OF LINE q 4 CROSSWALK[6M15..l Ol I• 1 + 7',1T,19'L R €ONLY IM-B0.10J s! A BE:Jl7 NM!FE-`'-li.c �� 7� F DOUBLE YELLOW CENTERLINE IM-20-10] y - 1 @ P �j YELLOW DETECTABLE WARNING SURFACE IF45.10] _ LI6ATE0 ACCESS R/,W \—EXISTING CURB AND GUTTER _ I.05.Ep' tq-ov T4TH ACE S. z+00 j Cal E WSDOT NORTHWEST REGION + TRAMC. 7 APPROVED«H NN LRAT_ION PLAN - A E%..9N -2' L 3,00 -*qL. G �_ 2 i 'T17 1 3+66 ZO' 10' 0 20' a0' SCALE IN FEET -— s..-yMl Yl SEE PW City of Ken% gAf6 .4 .A r.0 _ "r"l'V "Qr1 �+ a Public Works Department 74TH AVENUES AND WILLIS STREET 0-;Transporla6on Solutions CHAN N ELIZATI ON a J"���KIIT ACCESS IMPROVEMENTS �' PLAN m/2a/zazz Engineering Division KEM,KING COUNTY JULY 20_ 0 2zmsa-cI10I