The URL can be used to link to this page

Home My WebLink AboutCAG2019-188 - Original - Miles Resources, LLC - 2019 Asphalt Overlays - 04/02/2019 T Records Management Document CONTRACT COVER SHEET This is to be completes! by the Contract Manager prior to submission to the City Clerk's Office. All portions are to be completed. If you have questions, please contact the City Clerk's Office at 253-856-5725, Vendor Name: Miles Resources, LLC Vendor Number (JDE): Contract Number (City Clerk): C h 1 of - 1`6<i< Category: -Contract Agreement Sub-Category (if applicable): None Project Name: 2019 Asphalt Overlays Contract Execution Date: Mayor's signaturE Termination Date: 100 working dad Contract Manager: Drew Holcomb Department: PW: Engineering Contract Amount: $3,227,355.00 Budgeted: Grant? 1-1 F-1 Part of NEW Budget: F-1 Local: State: Federal: Related to a New Position: Basis for Selection of Contractor? Other Approval Authority: 1:1 Director F-1 Mayor WI City Council Other Details: The proiect includes new pavement on S. 208th St. from 96th Way S. to 108th Ave. SE, as well as residential areas on the east and west hills. Also included are curb ramp upgrades, and minor curb and sidewalk repairs. C 1 TY OF KENT KING COUNTY, WASH I NGTON KENT SPECIAL PROVISIONS FOR 2019 Asphalt Overlays Project Number: 19-3001 . 1 B I DS ACCEPTED UNT I L BID OPENING March 12, 2019 March 12, 2019 10:45 A.M. 11 :00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR t�� 4^ KENT W A 5 H I N G T 0 N PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.E. Public Works Director 400 West Gowe Kent, WA 98032 KENTFax: 253-856-6500 W A 9 H I N G T O N PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON 2019 Asphalt Overlays Project Number: 19-3001.1 ADDENDUM No. 1 March 8, 2019 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE REFLECTED IN RED I - KENT SPECIAL PROVISIONS Page 1-16 - Section 1-07.23(1) - Construction Under Traffic ADD the following to the first paragraph: Lane closures for Benson Rd. SE are prohibited at all times except weekdays from 9:00 a.m. to 3:00 p.m. and weekends. II - APPENDICES Appendix 3 - Traffic Control Plans ADD the two attached SE 2241h St. & Benson Rd. SE Traffic Control Plans to Appendix 3. END OF ADDENDUM No. 1 � ! 003/ /�ct > Chad Bieren, P.E. Date o°, Deputy Director/City Engineer Q c Attachments: Y Traffic Control Plan - 2 sheets Mayor Dana Ralph 1 E a.Z Z N OU �sA S6 �� 44 8$V l7� O Oi m (,� O �`fa 3 i ^�N Z. J > O r V Q y CN '•tip 10ma „ (�°'�R i v m m vs� f m n L da 3 Q~ C H u7 O J W C O WN k e JZ`, flfl `r; ; n Z, N • * `v 22 p m a 75UIILHfn i i c T� 3 $ $ m�E U > M 3 + i z � � fy '^ uj Q 0 p o Y cn m Q c06 Fn a n Q p O a 1 •� 6 a FnU u a a coi d ulIz J wo 9.0 a ?c n E 0 ja q a o e N °'E`° E Q z �j c LL .0� o h a clUw U 2 2 ++ ° C� YI m a rO,{ma a J J = c a � aamm � � W !A c a m o VIA c a a m o o o "U O Cd i v/ U K m LL N O N R N H Z 7 W = X X X Ov o D N + W cY C c m p(J Qm > m NItN 0 C c U > � c E c m N J Q U w Y L m a Y 4.1 OC a` N W 105th Ave SE • •�N N m O "0m _I- "m z pp m �NTNN� D C 0 J L WS N 3 o y�Q o CL Q r w " z o LL a Q O W J Z o o a z Qo a a o c G^ � Z W ? Q W ❑V W _ C 1 WO ri 'S�Q O " Z a — u :- ° y g a a s °0 _ a zaw v 3 o v W U a h� >p0 O gW(9 W '. Z <W YW" F- WJZ W tl Jp W J bO OUO W JaLL' O + r w�^ '-''a Qaw o z"a tJi g o a c m Q O Z^Z H N 3 C o _ O 0 W O o> h"Q Q W O O N Q Z Z OI N O U UNW NOW fKLL U aj (7W L C W ` " N Z 0J > >OW~WK FZQWW d X Q li 0 Z 0- 7 ; N" > > O �w Ow O 0CW J 00.2 "O. L pl-L O E Q^ O W W Y p 0 U QQ -,: U O O Z Y�Q Z ;` Y " O R f.d U2WxQ"W W > Qa,WF WF-V7 p O NL W >O U O F W W JX W W Q O pl C V C p1 Vl f� a J Z3Ja W W Q V' O W Oz'og m " N u_ O'O W " U Ja<f'e 2 W°p aQ�zQ�� 2 m« 3 u a OT W 2 OJ °o OY-=C7 >?FQQ- �"aiOQ W " G Vi 0 V/ Z fa J''W W JW Z WAN Z_Z"QWQa WLL ;;. tL 2z a W=020.0 a"�Z J U�"K=UQ '� " N '`U m i0 /Y Y. go LLa W'Ua'Q "OH4lZ "UWj j��W w L V d� 00-2 J p1 NV 0 ZJ W 02JjJ W UZa'J2NJ W p�=aQ U W W O.m m pl LL W Q aZQapQ�y NO a QU O Q F- �� =H C7�"14 4aO 6 U'n nmao;?��n"� O i2 D o m� t f.j m g $ O !p T OZ�W > V my�m 31. yyI'--QQy�'m NdN a� C m 0 Y V W X 'Q' 3 W'.aC O o Ut E ;at; 3 O �N9d03m `BOA inH nn �a8 - 3 vfUaLL�y v TZ'� L tc3 3� .roN =W i� e n W f o ER, Zv N ^ZOF 0 ?.da 3 m'S I �pU o z �Z'F �n oQ'� Cn w ^a p 0 S V _ � _$ ary y L $♦ b m U o uE m L a ^ J ^W Q w LZ " W tt LL L Q` N �r33 $ y$,yg} j 0 0 d•W E E O y '40 a z COLL U 2 d � m m < O Q� F-� CI 0 a m < d N Yw a m a < ° C m m < a ¢ o o U Q ��W//�� < aci � � o o a � m � o r V/ 0 a J m m C `a pcn + m m rn � ❑ ° e a m \ U ¢ ia. Q m != O w m U o Y � E . y W �• X x p a n n n r r r ^ ^ x II O ' w m o 3 > m r m L a (7 U v M r CC + 3 0 G 0 + N W 105th Ave SE > ry v N M N � O � 3 v + + + DWG U CO w N N N aEa m + a 3 3 3 } W W J 0 w w z i o a C T rev j a V Y w Z Q J w w O + 3 N 4 o p Fz w U) g �O� dG > o o a > z Qo a a N v u)fn cn g v av� y N + 3 ap0 `gym O q Z Q Q U n W .0 f W O + lr�U o f a < W w �q gJQWLU f N 3 8 v w�? Z W w �F WmJZ j W (mj O W O� m Z j ♦♦ O LL'LLZ W JaY w W + 3 d 0)0 nFQa W Z wwd U •O t�V o m C m 0 nUw Ww> O W q '0 o DYz "�¢ m_wv a <.0 3 c m OEo O q m w �=o> ..mz Q w O mN�zi C CYF V 0K D=W N Faw NO LL > rc z0� w0: z3Oww V m Z�K %IZ CZ) O �w aOF � J U O O w O N w N W O Q U O Z N pZO W 2 w oa�yoa� Oza w>C110<00 a•r mL.+N q wg0o=gg3�w Wmw o-- -Q! ;$ ° w`oo vI U W Q y O F W m W X w W O Q W O m m C 3 U C w 0 d Q Z33J<W W Q U_ O m020UZO a N m _«_ O9 W = vio UO OQU�YLLf >ZO '<' <K~ w dy.. O ; d 2 ~a ow�� Z W2N �Zlrca°ww v to Oq J>ZLLWQ UfN�w- ZOw JLL CA6Y3O 61 W ZZ Q COYOFS ¢Z~z W UM UQ m`m = i go LL0w 0w< NP W W Z aw V awmw C m 3• m m•- q /Y tY y4w%�o¢z¢Q Z~Hw ZNww>2J'J C' U m 0 017 m z J W O 2 J j J� �Z K J 2 y J W G F=Q Q U N w d m m N ai W Qa2QQO QLL 4O .6 UwOd6UO Qf 2 0.=w ei�eiQ u ri o PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.E. Public Works Director 400 West Gowe Kent, WA 98032 KENT Fax: 253-856-6500 WASHINGTON PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON 2019 Asphalt Overlays Project Number: 19-3001.1 ADDENDUM No. 2 March 11, 2019 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE REFLECTED IN RED I - BIDDER'S DOCUMENTS CLARIFICATION: Schedule II includes all work on SE 208th St. (pages 53 - 62 of the plans). All other work is included in Schedule I. II - KENT SPECIAL PROVISIONS Page 5-9 - Section 5-04.3(3)D - Material Transfer Device or Material Transfer Vehicle REVISE the last paragraph as follows: Additionally, a material transfer device or vehicle (MTD/V) is only required to be used when paving SE 208th St. and Reiten Road on this project. END OF ADDENDUM No. 2 Chad Bieren, P.E. Date Deputy Director/City Engineer 0 m c v Y ® Mayor Dana Ralph 1 I NDEX Section 1 Bidder's Package Section 2 Payment and Performance Bond and Contract Section 3 Table of Contents Section 4 Kent Special Provisions Section 5 Kent Standard Plans Section 6 WSDOT Standard Plans Section 7 Traffic Control Plans Section 8 Prevailing Wage Rates CITY OF KENT KING COUNTY, WASINGTON KENT SPECIAL PROVISIONS FOR 2019 Asphalt Overlays Project Number: 19- 001 . 1 BIDS ACCEPTED UNTIL. BID OPENING t j March 12, 2019 March 12, 2019 10:45 A.M. 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR I S. KENT Q WA ©l�Q WAS HINGTON co 54902 IST I NAL BIDDER'S NAME Miles Resources,LLC CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2019 Asphalt Overlays Project Number: 19-3001 . 1 BIDS ACCEPTED UNTIL BID OPENING March 12, 2019 March 12, 2019 10:45 A.M. 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY ]. LAPORTE, P.E. PUBLIC WORKS DIRECTOR 4^* K E N T WASH INGTON ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration — City of Kent Equal Employment Opportunity Policy Administrative Policy 1 .2 — Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Certification of Compliance with Wage Payment Statutes Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans WSDOT Standard Plans Traffic Control Plans Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through March 12, 2019 up to 10:45 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 11:00 a.m. for the City of Kent project named as follows: 2019 Asphalt Overlays Project Number: 19-3001.1 The project consists of constructing ADA curb ramps, minor curb and sidewalk repairs, planing bituminous pavement, asphalt overlays, and other work in residential neighborhoods and 208tn Street, all in accordance with the Contract Plans, APWA/WSDOT GSP, Kent Special Provisions, and the WSDOT Standard Specifications. The Engineer's estimated range for this project is approximately $3,500,000 to $4,000,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Drew Holcomb, P.E. at 253- 856-5561. 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 KentWA.gov/doing- business/bids-orocuremen, . Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the bid. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 22nd day of February, 2019. 4 BY: Vt �11u ,,, TeMAAW Kimberley A. luJlAoto, City Cler Published in Daily Journal of Commerce on February 26 and March 5, 2019. CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date 03/12/19 This statement relates to a proposed contract with the City of Kent named 2019 Asphalt Overlays Project Number: 19-3001.1 I am the undersigned bidder or prospective contractor. I represent that - 1. I x have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. Miles Resources LLC NAME OF BIDDER BY: A IJ General Manager SIGNAf,IJRlTiTft Bradl Griffit 400 Valley Ave.NE Puyallup,WA 98372 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) 2019 Asphalt Overlays/Holcomb 1 February 25, 2019 Project Number: 19-3001.1 DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree fulfill the five requirements referenced above. By: Bradley Gr7rces, For: Miles R LC Title: General Manager Date: 03/12/19 2019 Asphalt Overlays/Holcomb 2 February 25, 2019 Project Number: 19-3001.1 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. 2019 Asphalt Overlays/Holcomb 3 February 25, 2019 Project Number: 19-3001.1 CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. I, the undersigned, a duly represented agent of Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as 2019 Asphalt Overlays/Project Number: 19-3001.1 that was entered into on the (Date) , between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. By: For: Title: Date: 2019 Asphalt Overlays/Holcomb 4 February 25, 2019 Project Number: 19-3001.1 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Miles Resources, 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 2019 Asphalt Overlays/Project Number: 19-3001.1 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. 2019 Asphalt Overlays/Holcomb 5 February 25, 2019 Project Number: 19-3001.1 SCHEDULE I - RESIDENTIAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ 16UM0,00, $ v510,00oo'co WSDOT LUMP SUM Per LS 1005 2-02.5 2,700 Saw Cut Existing Asphalt $ 5 --1 5 $ 1 51 S2S.00 * KSP LN FT Concrete Pavement Per LF 1010 2-03.5 170 Roadway Excavation Incl. $ `(3U.00 $1 Lp%0,OD * WSDOT CU YDS Haul Per CY 1015 2-03.5 50 Unsuitable Foundation $ ?Q,W $ L Icco- C-0 * WSDOT CU YDS Excavation Incl. Haul Per CY 1020 2-02.5 520 Remove Existing Asphalt $ 1� �� $ ,�g 0 .00 * KSP SQ YDS Concrete Pavement Per SY 1025 2-02.5 1,500 Remove Cement Concrete $ 19r1 .00 $joc)'5aaco * KSP SQ YDS Sidewalk Per SY 1030 2-02.5 2,300 Remove Cement Concrete $ `'` $ t3i?C)O•CXD * KSP LN FT Curb and Gutter Per LF 1040 4-03.5 50 Gravel Borrow, Including Haul $`15.CC) $ 3 ,rt50-CC) * KSP TONS and Compaction Per TON 1045 4-04.5 250 Crushed Surfacing Top $ 5-1 .00 $1 ", Zi5D.UD * KSP TONS Course, 5/8 Inch Minus Per TON Items bearing this description is found in more than one schedule. In accordance * with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2019 Asphalt Overlays/Holcomb 6 February 25, 2019 Project Number: 19-3001.1 SCHEDULE I - RESIDENTIAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1050 5-04.5 22,000 Planing Bituminous Pavement, $ 3.S'5 $ ,-IUD 0C KSP SQ YDS 2 Inch Thick Per SY 1055 5-04.5 6,600 HMA Class 1/2", PG 58V-22 $gD-00 $1�59iI-,ODO.C)a KSP TONS Per TON 1060 5-04.5 1 Asphalt Cost Price Adjustment $33,000.00** $33,000.00 KSP CALC Per CALC **Common price to all bidders 1062 5-04.5 2 Speed Cushion $3,DOO.C) $�0,Cx.�C).0 c) KSP EACH Per EA 1065 8-14.5 400 Cement Concrete Sidewalk $ �;,'-} .Cw $2-5A c)0,00 * KSP SQ YDS Per SY 1070 8-14.5 37 Cement Concrete Sidewalk $ 1 1-150-W$ 0.CXD KSP EACH Ramp Type Parallel A Per EA 1075 8-14.5 3 Cement Concrete Sidewalk $ 1 ,-150•00$ ;2`a�.C>0 KSP EACH Ramp Type Parallel B Per EA 1080 8-14.5 3 Cement Concrete Sidewalk $ 2,"L-W,00$ �,lobl7.C�c� KSP EACH Ramp Type Single Direction A Per EA 1085 8-14.5 17 Cement Concrete Sidewalk $ I ,1SU. C-D $ SD'D0 KSP EACH Ramp Type Combination Per EA Items bearing this description is found in more than one schedule. In accordance * with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2019 Asphalt Overlays/Holcomb 7 February 25, 2019 Project Number: 19-3001.1 SCHEDULE I - RESIDENTIAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1086 8-14.5 8 Cement Concrete Sidewalk $ $ , KSP EACH Ramp Type Single Per EA i t+, 0C)D O Combination 1090 8-04.5 2,300 Cement Concrete Curb and $ '-;D•DO $Uq ,C00.00 * KSP LN FT Gutter Per LF 1095 8-04.5 1,200 Pedestrian Curb $ J3()•L)(D $3(P(OCO.00 * KSP LN FT Per LF 1096 8-14.5 50 Detectable Warning Surface $ �po.00 $ 3,G0D-000 KSP SQ FT Per SF 1097 8-22.5 25 Directional Striping $ 2.°Q-00 $T ZGjO,00 KSP LN FT Per LF 1105 7-12.5 29 Replace Existing Valve Box $�DLS'00 $jS,\25 'Od KSP EACH Top Section and Lid to Per EA Finished Grade 1110 7-05.5 45 Replace Existing Manhole $ 1,4DO,0 0 $��PCO.CO KSP EACH Frame and Cover to Finished Per EA Grade 1111 7-05.5 4 Replace Existing Rectangular $ i ,4W-00 $ 1400,00 KSP EACH Frame and Cover with Round Per EA Frame and Cover 1120 7-05.5 23 Adjust Existing Catch Basin $-T-1S.D0 $1-1,g2cE%O0 KSP EACH Frame and Grate to Finished Per EA Grade Items bearing this description is found in more than one schedule. In accordance * with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2019 Asphalt Overlays/Holcomb 8 February 25, 2019 Project Number: 19-3001.1 SCHEDULE I - RESIDENTIAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1121 7-05.5 3 Replace Existing Catch Basin $ l -'?0.0O $L} OSD .00 KSP EACH Frame and Grate with ADA Per EA Frame and Grate 1122 7-05.5 1 Replace Existing Catch Basin $ I1 3 50•OD$ ��aeO,C0 KSP EACH Frame and Grate with ADA Per EA Locking Frame and Grate 1125 8-13.5 46 Install New Riser for $ 4`-�0.00 $ 2-0,1O0.00 KSP EACH Monument's Case and Cover Per EA to Finished Grade 1126 8-20.5 2 Non-skid Type 1 )unction Box $ _ D2,00 $` ��I- ,OO KSP EACH Frame and Cover Per EA 1127 8-21.5 3 Remove and Relocate Existing $SL0 �' $ j 1500 •C� ' KSP EACH Sign Per EA 1129 8-21.5 17 Permanent Signing Including $ I c;C)..CXD $ -2,550,00 * KSP SQ FT Post Per SF 1130 8-18.5 1 Mailbox Support, Type 2 $ 1+,DOD.00 $L�t00c).0(--�) WSDOT EACH Per EA 1400 8-02.5 150 Topsoil Type A 00 .00 $ 00 * KSP CU YDS Per CY 1405 8-01.5 800 Hand Seeding $ b •OO Co * KSP SQ YDS Per SY Items bearing this description is found in more than one schedule. In accordance * with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2019 Asphalt Overlays/Holcomb 9 February 25, 2019 Project Number: 19-3001.1 SCHEDULE I - RESIDENTIAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1500 1-10.5 3,500 Traffic Control Labor $ 01 ,00 $ 2-I3,SW.�O KSP HOURS Per HR 1505 1-10.5 950 Traffic Control Supervisor $C 00'00 $Q�S, KSP HOURS Per HR 1510 1-10.5 1 Temporary Traffic Control $ 11,000•CO$ 1 ,CX •oD KSP LUMP SUM Devices Per LS 1515 1-10.5 300 Portable Changeable Message $ Ctt ,00 $2-1;OW,00 KSP DAYS Sign (PCMS) Per DAY 1520 1-10.5 150 Sequential Arrow Sign (SAS) $ qL�, Z) $ i,pi LoOO.00 KSP DAYS Per DAY 1525 8-22.5 350 Removing Plastic Crosswalk $ s"So $ 1 '2.2soo WSDOT SQ FT Line Per SF 1530 8-22.5 7,250 Single Solid Plastic Edge Line $ 1 •-lS $12(�Qj'I ,Sd KSP LN FT Per LF 1535 8-22.5 2,500 Profiled Plastic Double Yellow $ 5 ,'-�)U $ 1 �a,�50.'DO * KSP LN FT Centerline Per LF 1560 8-22.5 520 Plastic Crosswalk Line $ �P.00 $ 3;12©•0O * WSDOT SQ FT Per SF Items bearing this description is found in more than one schedule. In accordance * with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2019 Asphalt Overlays/Holcomb 10 February 25, 2019 Project Number: 19-3001.1 SCHEDULE I - RESIDENTIAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1565 8-22.5 110 Plastic Stop Line $ C-1 '150 $ 1 , GttS.GG * KSP LN FT (24 inch wide) Per LF 1700 8-01.5 75 Inlet Protection $ '?)0,00 $ to ,C)OD. CC * KSP EACH Per EA 1705 8-01.5 250 ESC Lead $ 5.CX, $ KSP HOURS Per HR 1710 8-01.5 200 Street Cleaning $ 1 -1'+.GG $ 3'+} S00.cO WSDOT HOURS Per HR 1715 1-07.15(1) 1 SPCC Plan $ C0-00 $ co_CUQ KSP LUMP SUM Per LS 1720 8-01.5 1 Temporary Erosion/Water $10,000.00** $101000.00 WSDOT FORCE Pollution Control Per FA ACCOUNT "Common price to all bidders 1900 1-04.4(1) 1 Minor Changes (Schedule 1) $15,000.00** $15,000.00 WSDOT CALC Per CALC "Common price to all bidders 1905 5-04.5 23,500 Asphalt Interlay Fabric $ 3, W $'10, 500-CXD KSP SQ YDS Per SY 1910 5-04.5 4,700 PG Tack for Pavement $ O. ?C- $ I , cl S .cc' KSP GALLONS Reinforcement Per GAL Items bearing this description is found in more than one schedule. In accordance * with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2019 Asphalt Overlays/Holcomb 11 February 25, 2019 Project Number: 19-3001.1 SCHEDULE I - RESIDENTIAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT Schedule I Total $ g0Dq I OLO 2019 Asphalt Overlays/Holcomb 12 February 25, 2019 Project Number: 19-3001.1 SCHEDULE II - B&O ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 2000 1-09.7 1 Mobilization s Y0,00.0D $ oo, 00D-00 WSDOT LUMP SUM Per LS 2005 2-02.5 550 Saw Cut Existing Asphalt $ 15 .-1r5- $ ; 11p2.So * KSP LN FT Concrete Pavement Per LF 2010 2-03.5 50 Roadway Excavation Incl. $ (-t)- O•00 $ 111DCO•00 * WSDOT CU YDS Haul Per CY 2015 2-03.5 10 Unsuitable Foundation $ 42O. 0G $ 12)C)o • 00 * WSDOT CU YDS Excavation Incl. Haul Per CY 2020 2-02.5 110 Remove Existing Asphalt $ 1 01 ,00 $ 2.,Dq 0 .00 * KSP SQ YDS Concrete Pavement Per SY 2025 2-02.5 350 Remove Cement Concrete $U-1 . C)C) $Z�6,L�5O .00 * KSP SQ YDS Sidewalk Per SY 2030 2-02.5 500 Remove Cement Concrete $ LP-00 $ 3,COO,00 * KSP LN FT Curb and Gutter Per LF 2040 4-03.5 50 Gravel Borrow, Including Haul $ 15,C)D $�3 ,�5D.CAD * KSP TONS and Compaction Per TON 2045 4-04.5 50 Crushed Surfacing Top $ 5-1 C)C) $ 2, 001 0sacO * KSP TONS Course, 5/8 Inch Minus Per TON Items bearing this description is found in more than one schedule. In accordance * with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2019 Asphalt Overlays/Holcomb 13 February 25, 2019 Project Number: 19-3001.1 SCHEDULE II - B&O ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2050 5-04.5 7,000 Planing Bituminous Pavement, $ 3-2E�) $ 22-1--15O KSP SQ YDS 2 Inch Thick Per SY 2051 5-04.5 15,000 Planing Bituminous Pavement, $ $ CDC ,55C)0,UC; KSP SQ YDS 4 Inch Thick Per SY 2055 5-04.5 5,100 HMA Class 1/2", PG 58V-22 $ 010.OD $L . IC-GD.W KSP TONS Per TON 2060 5-04.5 1 Asphalt Cost Price Adjustment $25,500.00** $25,500.00 KSP CALC Per CALC "Common price to all bidders 2065 8-14.5 180 Cement Concrete Sidewalk $ 1py— Oct $ ZG.00 * KSP SQ YDS Per SY 2070 8-14.5 6 Cement Concrete Sidewalk $ 1 ,1 �-'O•Cc$ 1p, 1500• CO KSP EACH Ramp Type Parallel A Per EA 2075 8-14.5 2 Cement Concrete Sidewalk $ ►1'�>O.OD $ 3,SOD.00 KSP EACH Ramp Type Parallel B Per EA 2080 8-14.5 1 Cement Concrete Sidewalk $2,2-0D.00 $2s2W.CC> KSP EACH Ramp Type Single Direction A Per EA 2085 8-14.5 1 Cement Concrete Sidewalk $ l,150.co$ j 1 5c),00 KSP EACH Ramp Type Combination Per EA Items bearing this description is found in more than one schedule. In accordance * with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2019 Asphalt Overlays/Holcornb 14 February 25, 2019 Project Number: 19-3001.1 SCHEDULE II - B&O ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2090 8-04.5 500 Cement Concrete Curb and $ 30.00 $ 1S,000.00 * KSP LN FT Gutter Per LF 2095 8-04.5 220 Pedestrian Curb $ �() ,C)C) $ �D IP��O•� * KSP LN FT Per LF 2111 7-05.5 11 Replace Existing Rectangular $ 9ZD. C)C) $ 10 2_0.CC) KSP EACH Frame and Cover with Round Per EA Frame and Cover 2120 7-05.5 29 Adjust Existing Catch Basin $ ':--;1E3.0D $10,l61S,00 KSP EACH Frame and Grate to Finished Per EA Grade 2125 8-13.5 6 Install New Riser for $ T-1 5.00 $ Ur;lo�0•00 KSP EACH Monument's Case and Cover Per EA to Finished Grade 2126 8-20.5 2 Non-skid Type 1 Junction Box $ 7 02 .CIO 4 ,0(D KSP EACH Frame and Cover Per EA 2127 8-20.5 2 Non-skid Type 3 Junction Box $ I,, C) .v.W $ L+,2. 1 -CXD KSP EACH Frame and Cover Per EA 2129 8-21.5 70 Permanent Signing Including $ 150-UD $ C}leoo.co * KSP SQ FT Post Per SF 2400 8-02.5 20 Topsoil Type A $ qC). OU $ ,g2)oo-OO * KSP CU YDS Per CY Items bearing this description is found in more than one schedule. In accordance * with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2019 Asphalt Overlays/Holcomb 15 February 25, 2019 Project Number: 19-3001.1 SCHEDULE II - B&O ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2405 8-01.5 30 Hand Seeding $ J-l0 $ ( <2;CJ.Gb * KSP SQ YDS Per SY 2410 8-33.5 31 Remove Existing Landscape $ 2-2-r---),CO $ lD�cil� o� KSP EACH Tree Per EA 2500 1-10.5 2,000 Traffic Control Labor $ U1 .UU $ 1 2•2-+ 00 KSP HOUR Per HR 2505 1-10.5 700 Traffic Control Supervisor $ gD.0D $�9310oo-oo KSP HOUR Per HR 2510 1-10.5 1 Temporary Traffic Control $ L+, xx ,W $i- 'c0c)-00 KSP LUMP SUM Devices Per LS 2515 1-10.5 150 Portable Changeable Message $1() ,0D $ '25,ESC.O.CX7 KSP DAYS Sign (PCMS) Per DAY 2520 1-10.5 150 Sequential Arrow Sign (SAS) $ 4''t CO $ U IUCC.DG KSP DAYS Per DAY 2522 1-10.5 600 Uniformed Off-Duty Police $ l 00.00 $ l90,00c) GO KSP HOURS Officers Per HR 2535 8-22.5 2,900 Profiled Plastic Double Yellow $ r--� - G'C' $ i Gj,�CE)O QG * KSP LN FT Centerline Per LF Items bearing this description is found in more than one schedule. In accordance * with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2019 Asphalt Overlays/Holcomb 16 February 25, 2019 Project Number: 19-3001.1 SCHEDULE II - B&O ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2540 8-22.5 7,000 Profiled Plastic Skip Lane Line $ ' lXo $ �CXCO KSP LN FT Per LF 2545 8-22.5 2,500 Profiled Plastic TWLTL Line $ `' I Z'E�, $ ,I&, �o25,00 KSP LN FT Per LF 2550 8-22.5 430 Solid Plastic Wide Lane Line $ 4 00 $ 00 KSP LN FT Per LF 4-1 2560 8-22.5 2,050 Plastic Crosswalk Line $ lP-00 4V2i ')C-0-O'D * WSDOT SQ FT PER SF 2565 8-22.5 300 Plastic Stop Line $ q •50 $ 2 ; gE50,v© * KSP LN FT (24 inch Wide) Per LF 2570 8-22.5 12 Plastic Traffic Arrow $ 2_90- D $ ?J,L+SO,00 WSDOT EACH Per EA 2615 8-20.5 70 6' Diameter Traffic Loop $ C(�IT30.Ca $ LP ;"DW-00 KSP EACH Per EA 2620 8-20.5 500 Additional Lead-In Wire $ 2 .50 $ 1 ,25-DD•00 KSP LN FT Per LF 2700 8-01.5 31 Inlet Protection $ Qw,ao $ 2_)L+g©.C�0 * KSP EACH Per EA Items bearing this description is found in more than one schedule. In accordance * with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2019 Asphalt Overlays/Holcomb 17 February 25, 2019 Project Number: 19-3001.1 SCHEDULE II - B&O ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2705 8-01.5 100 ESC Lead $ �:-),a0 $ 5 Dc.00 KSP HOURS Per HR 2710 8-01.5 250 Street Cleaning $ 11 4-L-'o $L�3, C-0 WSDOT HOURS Per HR 2715 1-07.15(1) 1 SPCC Plan $ F,00.00 $C50c:>•00 KSP LUMP SUM Per LS 2720 8-01.5 1 Temporary Erosion/Water $10,000.00** $10,000.00 WSDOT FORCE Pollution Control Per FA ACCOUNT **Common price to all bidders 2900 1-04.4(1) 1 Minor Changes (Schedule II) $15,000.00** $15,000.00 WSDOT CALC Per CALC **Common price to all bidders Schedule II Total $ i -2-4 50 2019 Asphalt Overlays/Holcomb 18 February 25, 2019 Project Number: 19-3001.1 BID SUMMARY Schedule Residential 2 ,—p Schedule II { 1 �3 , � V B&o TOTAL BID AMOUNT �i�� 1 �CJ��0C) 2019 Asphalt Overlays/Holcomb 19 February 25, 2019 Project Number: 19-3001.1 CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: 2019 Asphalt Overlays Project Number: 19-3001.1 Subcontractor Name LN on C, Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers N CONTRACTOR'S SIGNATURE Bradley Gnttrth - er I Manag 2019 Asphalt Overlays/Holcomb 2 February 25, 2019 Project Number: 19-3001.1 SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: Miles Resources,LLC Project Name: 2019 Asphalt Overlays Project Number: 19-3001.1 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: N/A Plumbing Subcontractor Name: N/A Electrical Subcontractor Name: 4 M, J 03/12/19 Signature idd r Date Bradley Grit -Gen ral Mana er 2019 Asphalt Overlays/Holcomb 21 February 25, 2019 Project Number: 19-3001.1 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. 2019 Asphalt Overlays/Holcomb 22 February 25, 2019 Project Number: 19-3001.1 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: Miles Resources, LLC NAME: Bradley Griffith ADDRESS: 400 Valley Ave. NE Puyallup, WA 98372 PRINCIPAL OFFICE: Miles Resources, LLC ADDRESS: 400 Valley Ave.NE Puyallup, WA 98372 PHONE: 253-383-3585 FAX: 253-572-8648 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. Sce Attached 1.2 Provide your current state unified business identifier number. 602-870-349 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. See Attached 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under 2019 Asphalt Overlays/Holcomb 23 February 25, 2019 Project Number: 19-3001.1 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). See Attached 1.5 Provide a signed statement, signed under penalty of perjury by a person with authority to act and speak for your company, that within the three- year period immediately preceding the bid solicitation date, your company is not a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. See Attached 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? 10 Years(90+Formerly Woodworth&Co., Inc.) 2.2 How many years has your organization been in business under its present business name? 10 Years 2.2.1 Under what other or former names has your organization operated? Woodworth&Co.,Inc. 2.3 If your organization is a corporation, answer the following:N/A 2.3.1 Date of incorporation: 2.3.2 State of incorporation: 2.3.3 President's name: 2.3.4 Vice-president's name(s): 2.3.5 Secretary's name: 2.3.6 Treasurer's name: (LLQ 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: 11/01/2009 2.4.2 Type of partnership (if applicable): LLC 2.4.3 Name(s) of general partner(s): Walt Miles,Member Lisa Kittilsby,Member 2.5 If your organization is individually owned, answer the following: NSA 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:N/A 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. 2019 Asphalt Overlays/Holcomb 24 Washington-General Contractor- February 25, 2019 Project Number: 19-3001.1 MILESRL897RK 3.2 List jurisdictions in which your organization's partnership or trade name is filed. Washington 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. General Contractor specializing in all phases of heavy construction including earth moving, underground utilities,roadway grading and asphalt paving. 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? N/A 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? N/A 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? Yes, See Attached. 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.) No 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. See Attached 4.4.1 State total worth of work in progress and under contract: 46 Million 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. See Attached 4.5.1 State average annual amount of construction work performed during the past five years: 50 Million 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. See Attached 4.7 On a separate sheet, list your major equipment. See Attached 5. REFERENCES 5.1 Trade References: See Attached 5.2 Bank References: Wells Fargo - Erik Hynes - 253-593-5974 5.3 Surety: Propel Insurance 5.3.1 Name of bonding company: Liberty Mutual Insurance Company 5.3.2 Name and address of agent: Mandy Keltner,206-676-4210 2019 Asphalt Overlays/Holcomb 25 1001 4th Ave., Ste. 3700 February 25, 2019 Project Number: 19-3001.1 Seattle,WA 98154 6. FINANCING 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: See Attached Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); N/A Net Fixed Assets; N/A Other Assets;N/A 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). N/A 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: N/A 6.1.3 Is the attached financial statement for the identical organization named on page one?N/A 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). N/A 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? Yes 7. SIGNATURE 7.1 Dated at this 12th day of March , 2019. Name of Organization: wales Resources,LLC 1-2 By: Bradley Title: General ana er 2019 Asphalt Overlays/Holcomb 26 February 25, 2019 Project Number: 19-3001.1 7.2 Bradley Griffith , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and Tswbefore me this 12th day of March , 2019. Notary PublicMy Commissi o 1 Nam: PUBUC ;2` 0401-200`L. � . ' � • �. O ►► FWASH; 2019 Asphalt Overlays/Holcomb 27 February 25, 2019 Project Number: 19-3001.1 k' a 4., x �fTj � s, LTJ 14 x w �o > � c -0 cn ? c> a 171 C� voua PCI NN rn 010� rfl 3r BUSINESS LICENSE F" '"'ASHINGTON E OF fry, Unified Business ID#: 602870349 (. Limited Liability Company Business ID#:001 Location: 0001 MILES RESOURCES LLC Expires: Oct31, 2019 MILES RESOURCES 400 VALLEY AVE NE PUYALLUP,WA 98372-2516 UNEMPLOYMENT INSURANCE-ACTIVE INDUSTRIAL INSURANCE -ACTIVE , MINOR WORK PERMIT-ACTIVE TAX REGISTRATION -ACTIVE -- E 1I; CITY ENDORSEMENTS: FIFE GENERAL BUSINESS-NON-RESIDENT-ACTIVE PUYALLUP GENERAL BUSINESS#2007901 -ACTIVE f: LAKEWOOD GENERAL BUSINESS-NON-RESIDENT#BL16-00163-ACTIVE YELM GENERAL BUSINESS- NON-RESIDENT#11293-ACTIVE KIRKLAND GENERAL BUSINESS-NON-RESIDENT#OBL29457 -ACTIVE BONNEY LAKE GENERAL BUSINESS- NON-RESIDENT-ACTIVE V BUCKLEY GENERAL BUSINESS-NON-RESIDENT-ACTIVE COVINGTON GENERAL BUSINESS - NON-RESIDENT ACTIVE DUPONT GENERAL BUSINESS-NON-RESIDENT#774-ACTIVEt EATONVILLE GENERAL BUSINESS- NON-RESIDENT-ACTIVE EDGEWOOD GENERAL BUSINESS- NON-RESIDENT-ACTIVE ENUMCLAW GENERAL BUSINESS- NON-RESIDENT#GUST00007303 -ACTIVE t! FIRCREST GENERAL BUSINESS- NON-RESIDENT-ACTIVE GIG HARBOR GENERAL BUSINESS -NON-RESIDENT-ACTIVE LACEY GENERAL BUSINESS - NON-RESIDENT#18567 -ACTIVE MILTON GENERAL BUSINESS- NON-RESIDENT#9066-ACTIVE NEWCASTLE GENERAL BUSINESS- NON-RESIDENT-ACTIVE OLYMPIA GENERAL BUSINESS-NON-RESIDENT#19321 -ACTIVE PORT ORCHARD GENERAL BUSINESS- NON-RESIDENT#B006162-ACTIVE POULSBO GENERAL BUSINESS- NON-RESIDENT#2605-ACTIVE ! This document lists the registrations,endorsements,and licenses authorized for the business I t, named above.By accepting this document,the licensee certifies the information on the application �;; was complete,true,and accurate to the best of his or her knowledge,and that business will be ' �� c«nducted in compliance with all applicable Washington state,county,and city regulations, Oi+rector,Department of Revenue � `r -� -^:r..'="'""" .�nr�„`s �.`.�-.: `.- ::.�pd'�-fz"` ., `—=;"df#`h -.-°�" �t.�,.::�'�5i�`•-:- Y-�, ,.'.w,�,sr„�:: ,_;� �;.,;-'�=r"' "__ ,.,., STATE OF WASHINGTON UBI:602870349 001 0001 Expires: Oct 31, 2019 MILES RESOURCES LLC UNEMPLOYMENT INSURANCE- MILES RESOURCES ACTIVE 400 VALLEY AVE NE INDUSTRIAL INSURANCE-ACTIVE PUYALLUP,WA 98372-2516 MINOR WORK PERMIT-ACTIVE TAX REGISTRATION-ACTIVE FIFE GENERAL BUSINESS- NON-RESIDENT-ACTIVE PUYALLUP GENERAL BUSINESS #2007901 -ACTIVE LAKEWOOD GENERAL BUSINESS- NON-RESIDENT#BL16-00163- ACTIVE YELM GENERAL BUSINESS- NON-RESIDENT#11293-ACTIVE KIRKLAND GENERAL BUSINESS NON-RESIDENT#OBL29457-ACTIVE BONNEY LAKE GENERAL BUSINESS ga60002 DETACH THIS SECTION FOR YOUR WALLET Director,Department of Revenue. y BUSINESS LICENSE STATE OF F,1XVASHINGTON Unified Business ID#:602870349 Limited Liability Company Business ID'#: 001 Location: 0001 MILES RESOURCES LLC Expires: Oct 31, 2019 MILES RESOURCES 1 400 VALLEY AVE NE PUYALLUP, WA 98372-2516 c RUSTON GENERAL BUSINESS- NON-RESIDENT#09-219 -ACTIVE SUMNER GENERAL BUSINESS- NON-RESIDENT-ACTIVE TUMWATER GENERAL BUSINESS- NON-RESIDENT#R-009774-ACTIVE UNIVERSITY PLACE GENERAL BUSINESS-NON-RESIDENT#L2919-ACTIVE DUTIES OF MINORS: Ages 16-17: office support LICENSING RESTRICTIONS: 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. t'3 Minors employed in manufacturing or in a manufacturing plant must be at least 16 years of age. No restriction on clerical work.WAC 296-125-033(1) . REGISTERED TRADE NAMES: 1 MILES RESOURCES a f t� This document lists the registrations,endorsements,and licenses authorized for the business + ,+L named above.By accepting this document,the licensee certifies the information on the application was complete,true,and accurate to the best of his or her knowledge,and that business will be fd� conducted m camphance with atl applicable Washington state county and city regulaUmis Director Department of Revenue e I > ;.,+-. .`-�,,:-'"�_.,�'��-�;=-,'arty„` -'eii�:=��; -,,..�,�'.,-'�,. Q '""�'"'..."'°'*d.H�"..,a ^"r.."", �' .�.: �-*r- ;,*,+rr -'sin^' '^t+- '-"�- -_;��r-•. _-:"'�+�_ STATE OF WASHINGTON UBI: 602870349 001 0001 Expires: Oct 31, 2019 MILES RESOURCES LLC UNEMPLOYMENT INSURANCE- MILES RESOURCES ACTIVE 400 VALLEY AVE NE INDUSTRIAL INSURANCE-ACTIVE PUYALLUP,WA 98372-2516 MINOR WORK PERMIT-ACTIVE TAX REGISTRATION-ACTIVE FIFE GENERAL BUSINESS- NON-RESIDENT-ACTIVE PUYALLUP GENERAL BUSINESS #2007901 -ACTIVE LAKEWOOD GENERAL BUSINESS- NON-RESIDENT#BL16-00163- ACTIVE YEM GENERAL BUSINESS- NON-RESIDENT#11293-ACTIVE KIRKLAND GENERAL BUSINESS- NON-RESIDENT#OBL29457-ACTIVE BONNEY LAKE GENERAL BUSINESS gaL0002 DETACH THIS SECTION FOR YOUR WALLET Director,Department of Revenue MILES RESOURCES LLC Page I of 2 Department of Labor & Industries Certificate of Workers' Compensation Coverage March 1 1, 2019 WA UBI No. 602 870 349 L&I Account ID 183,696-00 Legal Business Name MILES RESOURCES LLC Doing Business As MILES RESOURCES LLC Workers' Comp Premium Status: Account is current. Estimated Workers Reported Quarter 4 of Year 2018 "Greater than (See Description Below) 100 Workers" Account Representative Employer Services Help Line, (360) 902-4817 Licensed Contractor? Yes License No. I MILESRL897RK License Expiration 12/12/2019 What does "Estimated Workers Reported" mean? Estimated workers reported represents the number of full time position requiring at least 480 hours of work per calendar quarter. A single 480 hour position may be filled by one person, or several part time workers. Industrial Insurance Information Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial insurance accounts have no policy periods, cancellation dates, limitations of coverage or waiver of https:Hsecure.Ini.wa.gov/verify/Details/liabilityCertificate.aspx?UBI=602870349&LIC=... 03/11/2019 MILES RESOURCES LLC Page 2 of 2 subrogation (See RCW 51.1 2.050 and 51.16.190). https:Hsecure.Ini.wa.gov/verify/Details/liabilityCertificate.aspx?UBI=602870349&LIC=... 03/11/2019 Employment Security Department ► WASHINGTON STATE P.O.Box 9046 Olympia,WA 98507-9046 1 Fax 360-902-9287 March 11, 2019 MILES RESOURCES LLC 400 VALLEY AVE NE PUYALLUP, WA98372-2516 RE: ES Ref#: 59663700 0 This letter confirms that, as of the date shown above, you have an account and it is in good standing with the Employment Security Department of the State of Washington. This letter may be used for purposes of documenting bidder responsibility for public works contracts. If we may be of further assistance, please call the Registration, Inquiry, Standards and Coordination (RISC)Unit at(360) 902-9450. EMPLOYMENT SECURITY DEPARTMENT MILES RESOURCES To Whom It May Concern: Miles Resources, LLC is not and has 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). Miles Resources, LLC is not and has not been in the last three (3) years, been a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW. Sincerely, By: Brad Griffith General Manager LLC WWW.MILESRESCUR'CES.CC)M 4.2.3—Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? • Yes, Unforeseen underground site conditions proposed arbitration. Details • Arbitration, Private Owner, Unpaid contract value to Miles Resources, LLC Disposition • Arbitration for Miles Resources, LLC c m E a) = p = _ _ LL (D @ Y O Y 00 Y G 2 (j 7 a) � U O'0- O O O O M O O O O O M ao O O a) O d 0 0 " E t ++ W U N a) U CL o o a o o a o G1 y E v m v ITO o V a U N o? rn N 0 0 = o co LO o r- of ci co LO O to � co U') O O LL V Q 6) V r co O Co V N V N N M N 4 W M E O I� V LO U) M •�1 E V r� ll L? N N O 7 A d NN co m «') 'IT N LL O M M M M M M � O � LO T) to LO LO N aN N N N N N V i.(. d E _O _O CO O E c O N m (1) O C O O 1 z O > c > z z >N ++ O- = N W T T Q J O -� o U w` m m U C D co co E EE O U a o `) J 0 Q O 3 O .0 .T- O w > > m a) N U U LL w U c c a S U L.L. O z o O � o z z d y LL } C C C C C C a) �.� H > > > > > > E O V a a a a a a Q a) E E E E E E a o 0 0 0 0 0 T V T 6 C N C > U (n CO L O O C d a) N a- (D a> o -a w a E a� d m aci > m > 0 aci z CO Co a) � E ,° Q io - a o o > c m E m (D ^ d CO O >, a S Q a 0 z 0 E 0 3 `- � o — a-a a � d o a) o a> U) N p -O C/) m m mc m 3 0 E c c c 3 CL O O O c a o 0 0 m ar (v o o >, 0 U U 0 T o (n U) N O_ c.Nj O M N N m O O O O O M n co O co 0 0 s co oo O N O O V N N (D M cOD co o O N N O (no co M (p Cl! N All sM� N O O M O N O m N m cn (D O N co O n n n N O n V n N (O n n (n n N n M co (O 0) 0 O c ch 0) co co N V m M n m O m co N m O Ln �. 0 co co ch O M O co (�7 co M 0- m U') IA (n M N O u' (f7 (A In (n co N N N M N M N N N N N a Q m CI O C E Y L N N 0 C N O N C C _ a }� 'D y y _ = C O O a7 V Q c .— N N Y m 0 q m O ar 3 in >. c O (o a c m 0 a Y T N a) O L j 'U O` 7 z co F> m O m �C.• .a �' E O 8 O Op U F° m U co CD E U) a) >N J J o 0 : � C> a U 2 a U U a U Y U J (b Z ' _ y 0 0 0 0 N N O 0 0 0 0 0 C z z z Z } j z z z Z z Z M d (o N O W a. N a) N a) N N N a7 N a) N a) E Ea a 'o 0 0 0 >o o> o o> >o >o o >o n > > > a a a n a `0_ a a d E o 0 ) E E E E E E E E 0 0 0 0 0 0 0 0 0 rs^ o 0 c > r a) m c c n 3 n x E a1 ¢ 'O-' (n N 0 pI > 65 N W 7 N W J L '> N N a co cu ° m 3 M >o N o > > m > 00 o m v c m m U m —° � E vi o w ,m 0 6L �E .@ � E a) E � a tl E > 8m me (n (a o � oco � $ Qo O m O a C- T vi o ° a > a w a N m 3 _ d o J Q o f �_ m a cu c a' O > U a) L � j N N N E N N C co U Q N L n cn O Q N co W N 9% O. cD Q O O J W N uj CD U)O co N N Miles Resources, LLC Key Personnel/Supervisory Forces Personnel Qualifications Miles Resources, LLC Key Personnel has extensive experience in the following: • Earthwork and site development with Federal, Public Works, City, County and State projects. • Management of Grading/Earthwork Operator • Management of Paving/Operator Supervisory Key Personnel List with Date of Hire: • • Brad Griffith, Asphalt Manager August 2015 • Michael Bradley, Project Manager March 2005 • James Newhouse March 2017 • Jeffrey Williams, Project Manager May 2007 • • Patrick McBride, Project Manager January 2015 • Kevin Christopherson, Project Manager January 2016 • Bryson Dunlap, Project Engineer June 2010 • Erik Wheeler, Project Engineer January 2016 • Joe Harrison, General Supt. May 2011 • Ron Mathews, Supt. June 2010 • Ryan Palmer, Supt. May 2015 • Dave Wichern, Foreman November 2014 • Troy Anderson, Foreman September 1998 • Doug Stiffarm, Safety Director February 2002 • Angela Reis, Contract Admin. July 2003 MILES RESOURCES,LLC Equipment List"HEAVY DUTY EQUIPMENT"Blue Book Rates 02/06/2019 Updated 01/30/19 j UNIQUE ID MAKE I MODEL YEAR SERIAL ENGINE H.P. Axle CONF. OPERATING BODY CAPACITY NOTES RATE 01101/19 30.302 Wheel Loader John Deere 824J 2007 DW824JX608920 Diesel 275 2 Axle 42,916 lb 6 cu yd $ 113.44 30.304 Wheel Loader Cat 980H 2O08 JMS04061 Diesel 315 2 Axle 47,700 lb 7.5 cu yd $ 127.21 30.305 Wheel Loader Cat 980GII 2003 OAWH00973 Diesel 311 2 Axle 7 cu yd $ 119.53 30.306 Wheel Loader Cat 980K 2012 W7K01199 Diesel 369 2 Axle 53,548 lb 7 cu yd $ 149.88 30.311 Wheel Loader John Deere 644J 2005 DW644JX596471 Diesel 180 2 Axle 40,082 lb 4 yd $ 70.15 30.313 Wheel Loader John Deere 644J 2004 DW644JX590360 Diesel 180 2 Axle 40,082 lb 4 yd $ 70.12 30.316 Wheel Loader John Deere 644K 2010 IDWS44KZKA0630045 Diesel 198 2 Axle 40,955 lb 4.25 yd $ 67.90 30.317 Wheel Loader John Deere 644K 2013 1 DW644KZJDE650935 Diesel 232 2 Axle 40,4081b 4.5 yd $ 69.11 30.318 Wheel Loader John Deere 644K 2018 1DW644KZPGF674728 Diesel 232 2 Axle 44,6851b 4.25 yd $ 71.27 30.319 Wheel Loader John Deere 644K 2016 1DW644KZHGF674853 Diesel 232 2 Axle 44,685 lb 4.25 yd $ 69.80 30.320 Wheel Loader John Deere 644K 2018 17924937 Diesel 232 2 Axle 44,685 lb 4.2 cu yd $ 69.80 22.217 ISkid Steer CAT 2368 SERIES 3 2013 A91103930 Diesel 71 2 Axle 7,007 lb 0.52 yd $ 35.39 33.219 ISkid Steer CAT 236 2004 4YZ07056 Diesel 71 2 Axle 7,007 Ib 0.52 yd $ 30.05 38.216 Bobcat S160 2010 A31_336015 Diesel 61 2 Axle 1,600 lb 0.52 yd $ 29.23 33.918 Genie Boomlift S-65'SBOOM4X 2004 7531 Diesel 75 2 Axle 22,000 lb 500 Ib $ 55.63 40,202 Backhoe John Deere 510D 1992 T0510DB781432 Diesel 90 2 Axle 16,315lb 1.3 yd $ 43.85 40.206 Backhoe John Deere 410E 1997 T0410EX832401 Diesel 98 2 Axle 12,800 lb 1.3 yd $ 41.54 40.207 Backhoe John Deere 410L 2016 IT0410LXEGF295642 Diesel 113 2 Axle 18,028 lb 1.3 yd $ 42.85 40.208 Backhoe John Deere 410L 2016 1T0410LXKGF295646 Diesel 113 2 Axle 18,028 lb 1.3 yd $ 42.85 40.209 Backhoe John Deere 410E 1997 T0410EX831988 Diesel 98 2 Axle 12,800 lb 1.3 yd $ 41.54 40.210 Backhoe John Deere 410E 1997 T0410EX832724 Diesel 98 2 Axle 12,800 lb 1.3 yd $ 41.54 40.211 Backhoe John Deere 410G 2006 T0410GX961235 Diesel 96 2 Axle 12,800 lb 1.5 yd $ 44.00 40.212 Backhoe John Deere 410G 2006 T0410GX961241 Diesel 96 2 Axle 12,800 lb t5 yd $ 44.00 40.215 Landscape Loader John Deere 210K 2012 1 T8210KXKC0891164 Diesel 88 2 Axle 14,6161b 1.18 yd 88"Box Blade $ 47.46 40.216 Landscape Loader John Deere 210L 2015 1T8210LXHFF892761 Diesel 84 2 Axle 11,32 1Ib 1.12 yd 88"Box Blade $ 47.46 50.550 Dozer CAT D6N 2007 DJA00273 Diesel 145 Track 36,497 lb 4.16 yd $ 112.27 50.551 Dozer John Deere 750K LGP 2013 1T0750KXKDE239615 Diesel 165 Track 37,595 lb 13 yd $ 112.24 50.553 Dozer CAT D8N 1992 9TC05982 Diesel 285 Track 83,580 lb 11.4 yd $ 161.34 50.554 Dozer CAT 08N 1995 5TJ02658 Diesel 285 Track 83,580 to 11.4 yd $ 164.22 50.563 Dozer John Deere 650J-XLT 2005 T0650JX101639 Diesel 99 Track 19,000 Ib 2.6 yd $ 68.34 50.564 Dozer John Deere 650J-XLT 2005 T065OJX101710 Diesel 99 Track 19.000 lb 2.6 yd $ 68.34 56.502 Blade CAT 143H 2O04 APN00344 Diesel 205 3 Azle 33,6701b 14 ft Moldboard $ 88.22 56.503 Blade CAT 143H 2O06 APN00804 Diesel 205 3 Axle 33,6701b 14 ft Moldboard $ 89.22 56.504 1 Blade CAT 140M 2011 09GO1124 Diesel 213 3 Axle 43,834 lb 12 It Moldboard $ 96.43 56,506 Blade CAT 140H 1997 2ZK01930 Diesel 185 3 Axle 29,800 Ib 14 It Moldboard $ 78.19 57.583 Scraper CAT 623E 1989 06CB00844 Diesel 330 2 Axle 73,450 Ib 22 yd $ 227.79 57.584 Scraper CAT 6278 1979 15S 01204 Diesel 225/225 2 Axle 76,300 Ib 15.3 yd No Data Available $ 57.586 Scraper CAT 627E 1989 6GB00736 I Diesel 1225/2251 2 Axle 1 79,655 Ib 14/20 yd $ 217.57 57.587 Scraper CAT 627E 1989 6GB00724 I Diesel 1225/2251 2 Axle 1 79,655 Ib 14/20 yd $ 217.57 58.595 Off-Road Truck John Deere 300D 2005 BE300DT201531 Diesel 288 3 Axle 40,124 Ib 21.6 yd $ 105.84 58.596 Off-Road Truck John Deere 300D 2005 BE300DT201537 Diesel 288 3 Axle 40,124 Ib 21.6 yd $ 105.84 58.597 Off•Road Truck Volvo A30G 2016 A30GP00030132 Diesel 355 3 Axle 51,368 lb 23.3 yd $ 145.74 58.598 Off-Road Truck Volvo A30G 2016 A30GJ00740212 Diesel 355 3 Axle 51,368 Ib 23.3 yd $ 145.74 60.701 Paver IR/BK PF5510 1999 551025-45 Diesel 184 Track 34,530 lb 13 t Hopper With 10 ft Screed $ 288.79 60.703 Paver IR/BK PF4410 2007 194133 Diesel 158 Track 36,000 lb 8.5 t Hopper With 8 ft Screed $ 235.18 60.704 Paver CAT AP1055D 2010 FAC00943 Diesel 224 Track 46,000 Ib 6.7 t Hopper With 10 ft Screed $ 302.79 60.705 Paver CAT AR555E 2012 OA51DO0272 Diesel 142 Track 39,044 Ib 219 CFT Hopper $ 255.30 60.706 Paver CAT AP1055F 2016 OTJ500428 Diesel 225 Track 45,090 Ib 10 FT.Screed $ 284.83 60,708 Paver CAT AP1055F 2018 OTJ500857 Diesel 225 Track 45,090 lb 10 FT.Screed $ 284.83 60,710 Paver CAT AP1055F 2015 TJ500141 Diesel 210 Track 45,130 BFT.Screed $ 284.83 60.711 Paver IR/BK PF5510 2002 551031-27 Diesel 188 Track 38,000 lb 13.6 t Hopper $ 290.20 61,300 lAsphalt Zipper AZ300B-99 2013 30000296 No Data Available $ - 61.715 MTV Roadtec SS-2500B 2001 557 Diesel 275 2 Axle 78,000 lb 25 t $ 269.15 61.717 MTV Roadtec 1000D 2011 158 Diesel 300 2 Axle 52,000 Ib 600 is per hour Data from 61.717a $ 217.71 61.718 MTV WEILER e2850 2018 E2850-1238-00-17W01075 Diesel No Data Available $ 61.726 Road Widener Midland WA 1995 239 Diesel 40 8 FT Spread Width Mounts on Loader $ 105.72 61.727 Road Widener Midland SPD-10 2008 1039 Diesel 100 2 Axle 25,500 to 10 FT Spread Width $ 115.09 62.820 Roller HAMM HD+120 VO 2012 H1840607 Diesel 136 2 Axle 26,489 lb 78"Rolling Width $ 92.74 62.821 Roller HAMM HD-120 VO 2011 H1840398 Diesel 136 2 Axle 26,489 lb 78"Rolling Width $ 92.41 62,822 Roller Sakai GW750 Rubber Vib. 2004 50131 Diesel 109 2 Axle 20,5801b 77"Rolling Width $ 59.06 62.823 Roller Sakai GW750 Rubber Vib. 2004 50134 Diesel 109 2 Axle 20,580 lb 77"Rolling Width $ 59.06 62.831 Roller I/R DD70 2016 276430 Diesel 80 2 Axle 15,000 lb 57"Rolling Width $ 66.55 62.832 Roller I/R 0070 2015 276416 Diesel 80 2 Axle 15,000 lb 57"Rolling Width $ 66.65 62.841 Roller I/R 0028HF 2003 171023 Diesel 42 2 Axle 6,651 lb 52"Rolling Width $ 33.01 62.842 Roller I/R DD28HF 2004 177415 Diesel 42 2 Axle 6,651 lb 52"Rolling Width $ 33.07 62.844 Roller I/R DD28HF 2007 187444 Diesel 44 2 Axle 6,750 Ib 52"Rolling Width $ 33.32 62.845 Roller 1/R D031HF 2007 194382 Diesel 44 2 Axle 6,840 Ib 49"Rolling Width $ 41.68 62.846 Roller Volvo DD14S 2010 DD14S193829 Diesel 16 2 Axle 3,172 lb 35"Rolling Width $ 17.80 62.847 Roller HAMM HD 12 VV 2012 H2001381 Diesel 31 2 Axle 5,964 lb 47"Rolling Width $ 26.79 62.848 Roller Volvo DD120B 2014 E120BVOS287054 Diesel 148 2 Axle 28,008 lb 79"Rolling Width $ 88.00 62.849 Roller Volvo DD120B 2015 BHOS287074 Diesel 148 2 Axle 28,008 lb 79"Rolling Width $ 88.37 62.850 Roller CAT C624B 2014 42000332 Diesel 31.8 2 Axle 5952 47'Rolling Width $ 40.22 62.851 Roller CAT CB248 2015 42000500 Diesel 31.8 2 Axle 5952 47'Rollin Width $ 40.22 62.852 Roller CAT CB24B 2014 420004161 Diesel 31.8 2 Axle 5952 47'Rolling Width $ 40.22 62.853 Roller Volvo DD1208 2015 E1208VOS287071 Diesel 148 2 Axle 28,008 lb 79"Rolling Width $ 88.37 63.801 Grade Roller I/R SD116DX 2006 5726188875 Diesel 155 2 Axle 23,930 Ib 84"Rolling Width $ 64.56 63.802 Grade Roller 1/R SD122DX 2003 170986 Diesel 174 2 Axle 27,000 Ib 84"Rolling Width $ 69.91 63,803 Grade Roller Dynapac CA3500 2013 10000146COA011670 Diesel 160 2 Axle 26,200 lb 84"Rolling Width $ 84.27 63.806 lGrade Roller I/R SD116DX 2007 192196 Diesel 155 2 Axle 23,930 lb 84"Rolling Width $ 65.55 MILES RESOURCES,LLC Equipment List"HEAVY DUTY EQUIPMENT"Blue Book Rates 0 2106/2 0 1 9 UNIQUE ID MAKE/MODEL YEAR SERIAL ENGINE H.P. Axle CONF. OPERATING BODY CAPACITY NOTES RATE 01/01/19 63.807 Grade Roller Dynapac CA3500 2013 10000146HOA011674 Diesel 160 2 Axle 26,200 lb 84"Rollin Width $ 84.27 63.811 Grade Roller Dynapac CA3500 2014 10000146LOA011673 Diesel 160 2 Axle 26,200lb 84"Rolling Width $ 84.27 63.839 Grade Roller I/R DD24 2000 163205 Diesel 30 2 Axle 6,190lb 48"Rolling Width $ 26.14 63.840 Grade Roller I/R DD24 2000 163958 Diesel 30 2 Axle 6,190 lb 48"Rolling Width $ 26.14 63.843 Grade Roller I/R DD28HF 2004 177416 Diesel 42 2 Axle 6,651 lb 52"Rolling Width $ 33.07 70.222 Excavator CAT 308D CR SB 2009 OFYC00403 Diesel 56 Track 18,519 lb 0.52 yd $ 50.81 70.223 Excavator Hitachi ZX350-5 2013 1FFDDC70JDE930405 Diesel 271 Track 76,258 lb 2.63 yd $ 152.21 70.225 Excavator John Deere 470G LC 2017 1FF470GXJGF235035 Diesel 367 Track 112,916 lb 3.06 yd $ 216.96 70.225 Excavator John Deere 450C LC 2005 FF450CX091585 Diesel 315 Track 97,9DO lb 2.36 yd $ 195.70 70.228 Excavator John Deere 470G LC 2012 1 FF470GXCBE470101 Diesel 367 Track 108,952 lb 2.36 yd $ 212.91 70.230 Excavator John Deere 450 LC 2000 FF0450X090519 Diesel 285 Track 97,900 lb 2.36 yd $ 177.01 70.233 Excavator John Deere 330C LC 2004 FF330CX082977 Diesel 246 Track 81,200 lb 2.15 yd $ 140.76 70,235 Excavator John Deere 2250 LC 2007 FF225CX500768 Diesel 108 kW Track 53,440 lb 1.3 yd $ 96.61 70.236 Excavator CAT 314C LCR 2007 PCA01606 Diesel 90 Track 32,590 lb 0.68 yd $ 72.74 70,237 Excavator CAT 321D LCR 2009 NAS00399 Diesel 148 Track 53,308 Ib 1.3 yd $ 99.83 70,239 Excavator John Deere 210G LC 2014 1FF210GXAEE522049 Diesel 159 Track 50,4631b 1.3 yd $ 105A0 70.240 Excavator John Deere 21OG LC 2014 1FF210GXLEE522506 Diesel 159 Track 50,463 lb 1.3 yd $ 105.10 70.241 Excavator John Deere 85G 2013 1 FF085GXPDJ017059 Diesel 57 Track 19,564 lb 0.64 yd $ 55.65 70.242 Excavator John Deere 85G 2015 1FF085GXCFJ018129 Diesel 57 Track 19,564 lb 0.64 yd $ 56.04 70.243 Excavator Hitachi ZX85-5 2015 HCMDEF60E00017490 Diesel 57 Track 19,564 Ib 0.64 yd $ 68.93 70,244 Excavator John Deere 210G LC 1 2017 1FF210GXEHF524807 Diesel 159 Track 51,940 lb 1.19 yd $ 105.69 70.245 Excavator John Deere 85G 2018 HJ019025 Diesel 57 Track 19,244 Ib 0.64 yd $ 56.23 70,246 JD 160G HYDRAULIC EXCAVATOR 2018 1FF160GXPJF056908 Diesel 121 Track 437391b 0.81 yd $ 97.46 70.247 JD 245G EXCAVATOR-WF 2018 JF800776 Diesel 191 Track 554401b 1.38 yd $ 115.27 70,248 Excavator Hitachi ZX85-5 2015 HCMDEF60K00017740 Diesel 57 Track 19,564 lb 0.64 yd $ 68.93 91.420 IR Light Tower 2003 32679OUAM789 $ 1713 91.425 IR Light Tower 2004 4FVLSBDA74U344061 $ 1713 91.432 IR DOOSAN Light Tower 2006 4FVLSBDA56U365980 $ 17.13 91,433 MULTIQUIP Light Tower Trailer 2006 4GNLT091458903429 $ 1713 91.434 MULTIQUIP Light Tower Trailer 2006 4GNLT091258903820 $ 17.13 91.607 Compressor Joy 1982 169387 Diesel 70 Single Trl Mounted 185 cfm No Data Available $ - 91.609 Compressor Joy 1985 201863 Diesel 70 Single Trl Mounted 185 cfm No Data Available $ 91.611 Compressor Le Roi Intl. 1995 3272X783 Diesel 80 Single Trl Mounted 185 cfm $ 20.11 91.612 Compressor Le Roi Int'l. 1995 3272X784 Diesel 80 Single Trl Mounted 185 cfm $ 20.11 91.613 Compressor I/R P185WIR 2003 4FVCABAA63U337771 Diesel 65 Single Trl Mounted 185 cfm $ 16.29 91.614 Compressor I/R P185WIR 2003 4FVCASAA13U337774 Diesel 65 Single Tr1 Mounted 185 cfm $ 16.29 91.615 Compressor I/R P185AWIR 2006 4FVCBBAA66U370755 Diesel 65 Single Trl Mounted 185 cfm $ 16.31 91.616 Compressor I/R P185AWIR 2008 4FVCABAA59U403770 Diesel 65 Single Trl Mounted 185 cfm $ 16.35 92.627 Generator Multiquip 25 KW 2000 4GNFU1015Y8004189 Diesel 30.6 2 Axle Trl Mounted 25 KVA $ 28.75 92.635 Generator Multiquip DCA-60SSI 2018 3667278 Diesel 78 n/a Skid Mounted 60 KVA $ 28.75 92.652 1 Generator Multiquip OCA40 1 1990 4AGDU12D6LC014043 I Diesel 52 Single Trl Mounted 40 KVA Data from DCA45 1 $ 28.75 T M U7 M M (D(O N N N M M(D f�t` N N !7 M O N K CO N M M M M M o v w m v v N N m O (D co m N W r O.-n M v t` O r O(D M M M o 0 0 0 0 O (D(D O CO . .t` CO N O O 0)0)0)aD M 00 00(D O O O 01(O O)0)O O r O O N r(O o r n n n r�r r to n N lO r M M M t r r n r, t`co co r (D(O n r`(o O n Lo N M N N N N(D (D(D N N N N ¢ G O(D r N N N—N N N — N N — N —N N N N N N N N N N N N N N N N N N N O f9 fH Vi 6S fA VA(A 69(A 613(A(A Vi EA fA 69 69 6%6i(A V)(fl(A 69(»69 w 69 fA(H V3 t,fA 69 Vq Vi<A Vi 63 69 6,fA o IA Vi di N 69 6%o Vi V3 N 69(N Vi Vi 6% O pp (DJ oO o S N N NO >w O cn O O O Or � j0000000000000Do$000000000000oo0o0o0000000000000000000000000 0 00000000000000000000 > 00000googoogoS�oq000000qooq0000qo000000000000Oqqqoq000000qo 0 N N D('T v(`N')(0O w w O W c0 m•aJ 06 N W OJ M W N N N N O O O c aJ O c N N O N N W 01 N O N(O(D(D(D(D(D(O c0(D(D(D(O tD(D(D(D(D(D(D N N N N N N N N N N N N N N N N S Y � U W Z O W J O Q O J } a Y U( j Z Q Z } I-V Q Q Q~~~ N N N N N N'�N N V v �' N N N N N N N v v N v v N N 'J N N N N N N N N N N Q 11— O c)Z Z Z Q Q J N J 75 75 O Q m U (V () a) a) a) a) o m a) a) a) a) a) N N a) a) a) a) a) a) W W d y y y y C C C.0 c c N 6 N N N—y—y—y y N-y z-y w d m 5 6 y a) O in a a w (n a N N o 0 0 0 0 0 0 0 0 0 0 6 �' O O O O N N N w a N . N N N w N N (n N a u! N H N O m N N a) N m a) N N of a N a N N N of a) a) a) a) N a) 0 W W W u) a a W W M a) a) y y) a) y) N a) N a) a) m a) N Q) (D (D () a) a) a) a) a) a) a1 a) O2 00000000 U( U( C7 CC U( 0U( U( O�OOO�U( U( U( U' C7 Um( (m mU' U( 00 m m000��0000��000�� 0 W K V7 w 0 0 0(n 0 0 0 N N N N N(D O mr-r O O O O O O N N N N W M(n o0 0(o(1)O(O t`O O O N N N oO O N N N N N O N O O a' (O In N O N r O CO aD O m m w V (D m O O V v v v S (D m M W M n n I-.r v V 1�r� v, 0)O O O N N N N M M N N N N N O r-r-O O 0 0 N V v M M v v (D M M M M M M v M M M M'ITv v v M M Cl)M co Cl)M M M Cl) v Cl)Cl)v M M M M M M co Cl)M N N Cl)Cl)co co co N M M sa w 3 3 3 3 3 3 3 3 3 3 3 > > > > 3 3 3 3 3 3 3 3 3 3 > > 3 3 > > 3 > > > > > > > > > > > > > > > > > > > Q �- @ f6 m f0 m 10 m a) m o w o °) °� o 0 0 0 0 0 0 m o °� a) °) °) o o o o o 0 0 0 0 o o o o o o o o o o o o o o z0 U 000 O O O O O D U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U V U < m W w m m wa O 2 - LL z~ Z Z a w w O J w IE X LL p Q LD J Z X v v v N v x v v v v v v v v x v v v v v v v x x v v v v v v v v v v v v v v v N N N v v v N N N N N N N N N N N v C Q O (XO(XO(XDO v(XD((DD(XD V V V VvvV VvV Vvvvn VV V V 'RvV V V VvvVvV V VvVvvvV V V-1 V V VVv U r N V 0 0 0 CO W W O a00 O^ N (D N O O N v f�M yy v N N N M(D O O M m O v M N M v C N M v M O O 0) (p r O 0) O M O W N O)N v n(D v N N r N t2 M W O to N'I v v(N(O M�OJ 4�O)N I� a0 Lo M co co (O O(D lD N c)r r t`r r N co O v r O M M LO N N o a7 (D O N N(D N v N c)N M M v v'R N(O N N M M o1(D r s N O M M (+)a0 N CO G o o) O O O O O O N v Lo O O O M O M N L N N N o o N N N N N r r� c0 I� r� (O O N N W p0 O M M O N O(D O O)N N 00 (D(O O W m M i�N (D!O N NON(D M O o_ m o m N N (D M w w N�-o�-p0 '-N N v;i§MMv000000U 7 NN(DQQmmO<M W V U W UU W mm(D Q QQpD(.)<( OmQQvO O O O J p> w woo LL D-LL LL LL Y W W LL LL W W W W LL LL LL LL Y LL Y W W Y W W Y W W W W W W W W w W W W W W W W>Y Y W W Q CO LD 0 wv�u)-�(7 U` U' U( (72 2m000 U( OOOOO W LLLLLL-)- -----U' p CEO O_OU` wLL(.7Y}(D(Dnrmro mS2 W Q)O(� M O W O co X(D C N r S M M r O N 01 O V (O N O c0 M n N N o (D O CJ v M N X.- O t` O O V v v 4')m M X v(D w XX XI- XXXXLLLLLLLLLLa OULL O w FF.,r w LL LL LL N(p cp (OAF(D�HOOrFFrrrF-LLLLaaaaa'NmU)FF- w FOOor 000 W W W_W_W__W~W W W W mmmm W W W_W_W_W W_mm W mm W W_ LL(DU(�(�(�2=(�2(p(O W m v r O p J S v�- >> m a'>>>M M M M >> >>>N N M M lt7 LLo o U 2 p X )??)>? Y> Y_Y_X X X X >> >>? X X X>�Y X X X LL LL LL LL LL LL LL LL LL LL LL J add 2d Y Y a} Y LL a LL LL LL LL LL W H=LL U U F H FM-~LLLLLL W W W F F H F H F F LL O~0 0 0 0=O O D O O O O O O m(o(o~O~O X m Z Z Z X r~L(~L(~L t~L(~L u- 0(L U U( LL LL LL LL�LL�LL LL u LL LL LL--LL LL � LL�C�LL LL LL LL LL LL LL LL LL LL LL LL LL LL J J LL LL M M M M v(n(D (D W O O O a0 W W(0 M cD (D M M M(D w N O O o(D ON-Oolwol", W O N O OOw000O0)OOOO00000000000000oo0000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00OONNN N N N N V m a 12 �m�Yg ? NU m L =�'c UUU m Y (L o Q o 7 ('c) (L M o coin a m r c c.c c m m m a) = m m m O }OU Y }> to (Lmpm m c Lw !� o m°)YE= >m >m >mEEEo oEEE �?ww v U 00 d op UQ�¢- ULL(L m r c c 3 L v m m a a a LL � d m Of O m m 3 3 3 3 3 a 3 K _ x -0 0 LL a y m m a) o `m U v a a a m _.c o 0 o (o a o o o a m Y O m m m m O O O LL LL LL-) t LL LL LL m U w 00 UUUUU 3�U d c c c c m��Z 3Q000U�WO m m (wn(")nu o00orU-'a000QaQ(=i Z)mo J J v m m m m m 3 3u. A D O m� v X v v v d v o o 3 d U 3 3 3 3� 3 3 E E p LL LL LL(n oo o -- 00n D D U U-- m Of a s x x x X o x LL LL E E E E o v d a) a N m y p p p v v v v o o D n v o 2 2 O v U F J 0 0 0 v v v v v V o v 3 U U 3 �i 2 LL LLLL LL �- LL N -LL LL LL ~ ~r�F-v��pp O O O O U F- a)UUUUwou o oo LL � J�J(n n O W W J o O O O O O O O 0 0 0— O J UO UOU JJJJJJ x�J22LLLLLLLL Uv vC V V vv CLLLL LLLL HLLF-mm a) Q o m O o Q U U X X X X X X X o o U x U U x U x x x x x x x LL LLLL w E w w w ]p a J °D�mM�� oo(�0000w00000000(�v0000vvvvvvvoo }}}OOOOppO00ppp.u),:20 W M W H F F-F H N N U')(O(n N J (n t0 N(n(O N M(D O(O N(O N O O O O O O O N N 3 0 0 0 LL LL LL LL m LL LL LL F LL LL U = p r F H LL �-�- M D N N M M M co N�- �"m N(D c,m Loo N M M d O O O O O-- 2 2 J W 2 2 LL LL LL LL LL LL LL LL LL LL LL LL li LL LL LLLL N N M M——LL LL O O O Y Y Y Y LLLL Y Y Y LL LL LL g O Y m O F�-mF-t- UmmmUUUU UUU u)U p O J J O p p p p p p LL p p p p LL LL LL LL LL LLLL p p W 0 7 p 0 0--0 0 0 0 0 0>O >W W W O O p O O O O O O O O O p O O p O J 0>0> 0 0 0 0 0 0 0 2 0 2 2 0 0 0 0 0 0 `o O O O O `o `o `o `o o `o `o O O D U U a a w a w w a a w w w w w LL a W m w »W O»W wLLLLLLLLLL LLLLULLUULLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLL0>>>HHF'F-mmFhF-F��F�pF- 'O Y Z Z F w Z Z F F O O p O O O O O O O O O O 7 O O O O 7 O O O O 7 O O O O 7 O O 7 w 2�U V 0 0 0 Q U U U Q Q Q Q U rn Q W W WO W W W W W W W>>>> JJ>>>J J J J O> W O r2 YYaLLYYaaaaaaaaaaaaaaaaaLLaQ.aaaaaaaaa aaaa dm Uwwiw o w m LL LL In w 0 LL LL LL LL LL LL co J_ � O W O (D(D n a0 N m v v V 4 4 v o O N M N M V N(D r CO O N N N N N N v v V v v v v v v v v V N N_M M M M N M V 00 O)O?O O N M N(O N M Co co() co M v v N(D(O O (D(D N N N N N(n O .0 0 0 o 0 o O O o `- Z 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N N N S 0 0 0 N O N M a-(0 N e-N N N o(0(0 L0(0 0 l0(0 N N N N N N N N N N N OJ l0 t0 O N T M^M M M T r N N(0 l0 w; D D D 0 0O N0M �W a0.MMM 0 0 0 0 D V TT T T MMMMMM M . W OT,v TT c0 T W rr ct of N� F MC)M 0) C-4 NNtONNM T'I K0)O) OO TT TT TTTTTTT TT V T M N � (D(0(D rr OrT M U-)U-) Q O N N NNN N N M N N N N N M O O O N O S O)m O)0 0 0 0) O)W 0 0 0 M 01 O O O O W 0 T 0 M M O V9 69 6-9 613 V)613 V)t9 V9 619 69 V)V)V)V9 V)V)to Vi V)V)69 V)V>t)69 w V)V9 0 V)t3 69 t%V)69 V>0 0 0 V>0 V)V!V)V!V>V9 V9 co V)V)6,9 V9 V)Vi Vi V)VI W (O H w O S S S S S S S S S S 0 0 0 C:,S S O S S S S S S S O S S S co:, O p J l0 N)0 l0 l0 10(0(0 t0 t0(0 t0 O L0 t0 (0(0 L0(0(0 t0(0 t0 O O O O O O to l0 O Q (0(0 L0(0 U)(0 l0(0 N N N N N to 0l0 l0 L0(0 (0 l0 Lo lf) O O N N N N l0 (0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 00000000000 000SSOSSSSOSSSSSSSSOSSSSSSSSoSSSSSSS S S 00 J O O O O O O O O o 0 0 0 o O O O o(0 L 0 u 7(0)0 c 0 0 O O O O O O O c O V N LQ 0 0 0 0 0 0 0 c c O O (0 N N N N co N N W N N N N N S 0 0 O(O 0 0 0 O O o0 W m(D to(0 ID(M co MO w(MD(0(D(D m m N a0 m N V Co co h 2 (0(0 Y F W Z O LU ❑ (0(0 (0 N�0 0 O N N N N N N N(0(0 ul a vv�*uNVNi�� « m(0 N l0 l0 l0 l0 t0 l0 t0(0 Q O O O N(0 l0(0 N N N N N N l0 N N N N N N N N N a D p r r r r r r r r r r r (o(o(o(o(n(o w '- UZ a a a a a a a a a a a a a a a a a a < 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 a o 0 0 0 0 0 o u o u u o 0 u o 0 0 0 _ _____m m E E a a a a a a a a a a a a « « « « N N N N N_N N N _N N N N_ N N 6 5 5 N N W O 0 Z ` « .- ... N « ., ««« «« `\`1^\ 7 7 7 7 7 '- 7 7 7 7 7 7 7 00 O O a !F' N N N —N N NNNN M,�a,O a a a a—0 V V U U U,O a ,O,O a s,O,O a .0 U U U U U U U p S(0 O O O O O O N m m (0 u7 N N l0 000000 (0 `-N O M N l0 l0 _ F Q N N N N N N N N N N N «�j« N N N N N«O O M (") } 7 7 7 7 7 7 7 7 7 J 7 7 7 7 7 7 7 7 O O ❑ a 0 0 0 0 o u o 0 0 o u 0 0 0 0 0 0 0 O Q T T T T T T T T T T T T T T T T T T m U w w V U U C C U V U V U U N 75 75 V a a V U N U V U a V U V U V U V U a V U V U V U V U 75 U V U N U V U ❑ V U V y y VLL) V U V U V U 0 0 0V 0U 0 0 00U0V 0U00 0 0 U ono❑o ❑ V V00(D(D w (n w (0000 0000000 O 000p O O 0 i0 0 (0 t0)0 000 O N 0 NNN N1010 Nt0(0(0 (0000 O O N O0 0 0(D(0 M(0 (0 N(0(0 O O O Nt0 N N O O t0 0 0(0 lD l0(0 (0 N N N NNN N(D(D(0 N N u7 N l0 N O 00 T O O m 0 0 0 O ID coLo O M M M M M M N N M M M M co M N t0 N(0(0 T T T T T T T T N N(0 l0 N l0(0 T T T T T T T T T M«N T T 00 xa m w > > > ; ; > > > > > > > > > a c C C y y c c c c c c c c c Q 0 0 0 0 0 0 0 0 0 0 0 0 OZ U U U U U U U U U U U U U U U Q W� m w W LL z ~ Z Z w aW w J N N N N N N N N M Cl)M M Cl)N N N N N N ddc,N l M M M M M W X U. ❑ a c� J LL T T T N N T N N N N N N N N T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T N N T T N N X Z X X X X X X X x X X X X X X X X X X X X X X X X X X X X X X X X X X X x X X X X X X X X X X X X X X 40 T T T T T T T T T T T T T T(D(D 0 ID(D(0(D 0(D W tD W (D(D cD 0(D W O(O O O O O O 0 to(0(D(D T T w (D T T U ID O ,mv T N N cD O O T N O O O W O M N tD r N 0 O r 00 O)O«N M r W OD r OJ aD m 0 r(p O N (0 M T N M(0 MN T(0 M 0)(0(0NN OO «T T W O) «_rrrrowmcOOOOOOTTTTO(0(D O O(0(DN M M M N N O M M c0 r r t0 N a0 m cO N N N 0 0 0 p 0 0 0 (D (D (D cD(0(0 cD O O O O O O O M N M(00(00 0 M (0 W O N r •- O O T O O O N(0 m 0 0 N N N N N 0 0 0 0 0 0 0 O)Q) Q)O O« r 0 T w m r N O O O O N r T M M 10(D O N N N r r N l0 (0(D W o 0 N N N N N N N l0(0 M M M N N of OJ O (D t0 N O O O(0wwww O¢¢000mm¢T TT000OOT T TT (DT T TT TT T O00 N NTTTT OOr O(rjMON OS a 2 2 2 w'W w W W W W 0 0 0❑ N g p❑D O O==O 0=O O O O O g m U g p z T r (o X a' T O W W W(D S 2 x rn 0 O)O N N T(D n�M U_ N N N w X M N(D T O X M.O N O O O O O O O O tD T N N T O N r 0 0 (0(p S m mO O m 0 N w - a'��HU XXXXXUVUXXXXXXXXXXXXU V UXXXXXXUmxom «OM«�LL><T UcoMM 222 U` C7xr(n(D(D (D(D(-0 W W W F-F-000 W W W w W w W W w W W woo0 W W W W W W rNrNO��NO)�rm N l0(010T TTT (D(0N l0(0(0rT TTmm� •-a as aaT T TTTT T «�« Ooaaaa,n `-Z.- « 2QLLNMO p_'a' jjj��QJZQ¢¢LL LL LL LL Z)DZUUUOOQQ¢UUVUUU UUUUUU¢¢¢ O❑UUUUF-�J (L aQ¢F(D¢¢ ❑❑❑❑p❑00000❑❑ O a a a Y Y N N N m a a a a a 0.0_a a a a N N N Y Y a a a a N o a 0)0 0 0 a 0 N O 0 LLLL LLLLLL�LL�-LLLLLLLLLLZ ZZZZ22�ZZZZZZZZZZZ' �� ZZZzzzmo W Omm¢>CU2 W M�" ((pp .>N «N a r r r ro aD N o o 00 c0 T T t0 r r r 0 0 0 0 0 OD N 00 c0 W .r-.r- ^.r,-r r r O)0 c0 co co O T CO 00 O)M (D (O(O r(O 0 000 oo co rnomm oo coo w000000rnoo S000000000000000000000000S0000000rnmSrnomrn000rn0,00 } N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N C cco I C EE (0 C m E E E m Y Y ¢ E d N a s F- LL00 a3 c F r g LL LL C6 U5.0 U _ W —W a - - - a z=UVUUc� 00 00 w O 0ao w ww❑❑ ¢(nZZZZZ 0 0 0 a mx(n V U U W W❑ x O¢a¢a¢ x x OJ 0J J U ¢ >> d U W W r r U U U U U U (n n 0 0 0 0 W W W g g X �>w W W W W K (LL N a t E U U U U U U U J J J J O m Y W m U U U LL LL T m J 2«2 rL�m W W w Z Z w W W 7 0 0 0 0 0 0 0 mI a a W W O O O O « F W U a W W O o 0000OOO LL LLLLQ¢LLLLLLO ��l-F-l-aam00and 0J ww O F,J 10 t00 NM O(NO UUU a'K O O 0 oHHl-i-�F-F-aaa»aaaa 3 aQ J J W W N ¢ t0 l0 (0 0(0(17 t0 N ,(n co O (0 T t0 u7 t0 N N r c0 co U LL MTTLL LLLLLL LL LL LLzZZHHZZZ 0 0 0 0 0aaaaaaa UU W W W W U aaa--JJr- w�TT LL LL LL LL ¢¢Q Q¢¢w 2 2L 2 r 2 2 2 a a a a - ¢r a¢-- a= F- J 000 OOOLLOOOOO ODW W XOOxxx �m(nm�0000000000000000 a>i (nHY a'F- W mZF�� K� tYK�p �� tY tY F-F-i-O0 U U a`) d0❑0❑0❑❑00000(�(A(�(nY�O�UHFmm Y�¢J J 0000000Y0000000r 0? 0?wwu 7 rrrrrrrw W W OOrrrrJF-J QYY�'-F-�Z �F¢ W M LL LL LL LL LL LL LL LL O O O H H H U 7 7 7 7 p 0 0 0 0 0 0 F H H ¢¢�[ x 0. W LL LL LL LL 0 H F'�—__ F H m 0 0 0 F U U Y Y U N ❑ LL uO (n(n r(n(n�m(n (n(n(nW 'o0�>�¢¢UU�F cZp_ U c YYYYYY YYYYYYY 2xZZZ rrrr FF�.., FZZZxx r OH HF-¢¢mF- OU) U d D U U U U U U Y U U U U U U U J J J~f-¢¢¢(0 (D(D O O J J J J J J J ¢ ¢¢~~J J J J J J U I-I- J F- Q >i 3 O O O O O O❑O J 0 0 O 0 O— — —a'a'w w a«(0 u7 (0(0——— ——— —w w w a'X——— —O——�'Z 1'❑ (n V!n U) a a a a a a 0 a a a a a a R m m m 0 0 0 0 0- « «_ «m m m m m m m 0 0 0 0 p m m m m p p m m Y m z Y>o m x j W W R W FFFFHHmHF-F-HFFF-W W W��YYYaa9�awx W W W W W W YYY��W W W W YY W Q�QOmm'_'WDY�00 a Y UUUUUUUUUUUUUUH FFZ ZUUU N O v d N�F-.�r r H r U U U z z H H H r U U r w W�Iw lww W�¢FZ-O O N 7 2 u>iu v>ivwwiw(oi'wi(n(nc>nu>ivwU)Wa m wa Y Y 22�aO m m m M d MMIM wa M a 222 Y Ye ad22dUmU01i-1¢aU�W�m w J_ w r a0(D r W N M T O 0 0« N N N O.-N M T M l0(0 r N M T r O N Cl) (J M T 0 O r W M M M M M M M M V(0 t0 N M T r co O O O O O M T 0 D r OD O O N N t0(0(O r N O 00 O2 N 02 D O O r Q 0 0 CO c0 Z rrrrrr.-.-.- OtDr rrrr � �r nr r r l�r W CO cO cq o]O)O?� O�a'«m��e-��-��MM N N N N N N M M M M M ai M M 0 0 0 0 0 0 0 0 « « « �N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N O1 O r n n W(o U)M co r n fA m U1 U)N N N N V V V V 00 0 0 (O(D O O O N O u0 W = V U?M U) O N O O M CO 0 0�- .2 N N N O(D(D (D(D In U)N(n O(D U) O)0)07 V O V O W N N yy N O Cl)(D n r O lD O)m 0 0 0 0 V'Q V V R V V M M M M M M M M M M N M 00 Cl)O'r Q G co N(D N N U1 V V N N N N O O O O O O O N V3 V3 Vi Vf fH fH Vi V)(fl 69 63 fA 69 V)0 f9 09 0 69 fA 6%0 000 69 Vi fA 69 V)0 fA V)f9 fH 0 69 0 0 0 0 fA f9 69 b9 V!Vi Vi 6%fH Vi Vf 6%fH V!69 m p LWLI 00 0pp0pp 0Ui N( NO 0 U)1N < N lD(D U)(D c) 0 ~ O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 J O O O O O O O O O O O 00 O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � OOOOOOooOOO 0 0Ocgo8000000gogOo0o0000p mmwwwwwDwq Oa�aOa" 00mm0n�a0m , , 0m x =x= = rar as O o U')(D V) ITn QW M V NNN N Z(V z z J ¢ E E E E E E E E E E — O N N 0 0 0 C U N N N N N N N O O O O O O O 7 U)N y0 E1 U) D Q Q J OOOOO00000 Uj Uj 6U0 1N sf 44 Uj Uj U)NNNU) U)u'iN U)U)U)U)U1 N M U)r r t-U)Z N Z d} U)to U)h..(D U)N In mmmmrorowmwo� Z S QN9 W 0 l0 l0 f0 N t0 (0 V 'OO 'O V VV 'J V U V V U V N (0 6 (p N N N N N N S O O O O O O O O O O 7 7 7 7 7 J 7 7 7 77 7 J J 7 7 J 7 7 7 7 7 7 J J 7 2 � U O O O O O O O O O O N O O O �a V U a 0 0 W aD 01 N N O O O N N N N N N N N N N N N N N N N N N N N N N N N N OQ V V K V V m U UJ w 0 a) a m a�a�a� -a -a w 0 h N N N N N N 0 N N N O N N N N N fU N (U N fU 0 o200000000000 W W 0 W o00c00a mOOU)U) x 31 n O U) U)r U)ID co O o �"K M fh M M M M v M M x as W W a z 0 U Q In W O ZLL 2 i F O W W O W W J X LL O Q N JLL Z X X X X X X X X X X X N N N M M M M M M M M M M M Cl) M Cl)M M M M Cl) M M M M M Cl)Cl) -ItM M M V M 7 N Q O V O(D ID U)O (D O O(D ID U 0) p(D U)n O O V O N Cl)!r O D)m m 0 W N U)O 00 M M N O a ¢m O M N(A O M N N M U) N N N 01 0 0 M M V O O O M O())(A p'- O (D (D lD 0 0 N W n N N 0 w M N N N N m U) N.-0 O (V 0 0 O�-- (D 0 M M N N(D NNN r D)r tD n N V R V M M M (')M M M M M M p p W W V V V 7 y c)0 m n n M r(7 0 N N r U)N p r O �j O O O O 0 0 0 0 w 0 0 0 O(D co m O O O O_O O O fA N M r N M M M _N N U)r N l n M N O p O O O O O O O O O 00000 0 0 O O O J 2(nm �o�(n��oxx(n(n(nUUU��: : JJJJYyY(n(n(n��gu"ngNg Q ¢ Jx0Y(n(n�v�Xr m(Dvc(D(D (DOU0 LLO2�(n(n�U)(D(D� M�> (')(nd' (DmmZNrZ Wr(nK�(�v(')� rri rO1i rnim 0(nn MC7 C7 C7 C7 U(Cl 10(�nr°J)rNi rmi rX) rX)r(0)rM) rxi r�i(�rNi r°ii v w Z X X>X X>X U X W M 0 V O O n n r ^ M M M(r7 M M M V V V O U) u7 N r n n tD (P N O M co F 00 00 y rn(P F(A O)FONo W rrrnnnn m (n w m N O p N U)p N O A Q p M V V N N N V V V V O U)N U) n U N O O m Q N �opo?pOp LL j�QJ� aaaao ��aaaaaaaODUca>° °aaaaOU V UJF U Z Z fn zzzz m m m m m m m m N N N N N N N 0 0 Z Z Z Z Z Z Y Y F F N N ~ SZX XX Z�yy (n(n(n(nmmmmmm�FF N o N N N NNNN C12O 0,omoao m �8oW} o 00000 o P 0I1 SNN N NNN N N NNNN N 00000�� m� 8mmmo V UJ X N W 0 w x (D J U-) W W W W W W W 2 d a ID Q Q aQQ ¢aQ Q x W W (`_W Fy x w YY Y Y ofxCCm x x x x JJ JLU >'F- UU U U w f-F--F- rf- Hr F-F-oo , z - O W waX WXa J x x W'x LL LL(1 LL a a¢¢ O co F`� m W J ��XWwW �xxmw� w2w_w2 W U 2 a W Y W W W J J J N U) J 2 J Q J 2 FF HS F YYa' � Z (n(n(1) 2227�W FFFFJJa0a'(O } p0¢ J W W J O ¢OQ CL Q0 K� �� K SSFXF W W W ZZZXF-W 0000 J J Z 222Q Qy FUOj W0FJ cl:- 2}WF'X} W W W W x,LU JJJxx d: .FF OOOOQQO227�w- mcl xox2xz F F F 2 F F F W �- Q�� a 000 F�"F F F O F U Q. 2 o K��o D=Q Q y Q W Y a y F W¢ F F F Z Z Z Z� v w F xxL - �� W W w wwwwFF0oo0}>-xxxo�xfj2W �aLLowD_ J LL 0 ¢0 0 w w F ¢F F F o 0 0 LL W LL J J J J J�( w 0 0 S 0p0 JJJ(/)fnm��W D-�D.O_D.CLWd mmJ JJ JS0 !n (n (n J w o o O F F ¢ X X X W W W W W W W W W w 2 D D o 2 W w w>w>> a -F W W J O J ui ° J w 0�x. x a ¢a Z W LC uW a a a J JJJ J J J LL d 0 LL 0 0 >>3 0 0 0 J w Q(n 0' a w Q J a w W io W �FH�Hn�1-��2 W�Q(nVl y YY 2X2¢aa000QOODOooYYY>Y00K��XJ�F-z 2 W'WR U O U22w 2M W 2 W 520-)y ZZUUUF FF��S��JJJJ}}UUUUJJFFF OFLL(�w F F�F 2 O F F F F >3¢¢2 2 2 F F F F F F F W W w w z z 2 2 2 2 U' U' U' U` U' -z U' ¢U' LL J O J y J 0 O p F F F F F F� a a a _ N > o 2 m X m¢w ¢ ¢ — - --a a a a a a a O O x z z z z z z�z J J o J m 0 N � Uoo�O-�O<oUz oZFF��mmm27222» }}} LLo Fit YYYYYFu)YUYa aD-www>> > O �22m(ICLM0-mm0000JJJJJ zz (n wwFw�w U>>0 W 0 y> J y J J J J J 0 7 J 2 W'Q' J J J J J J J JJJ J wWZJ ED(n m F m� zzwzFEzUzzJooQJJJ � »»a ¢aaaaaaa¢aLLa¢Q wwOww0w¢ww¢pp wwwwwo00(n(n(n(n(n(n(nFFFFwwwwwwwwwwxwwQfxw�yyLLyaLLye Y e0(no3:co mmUUU0000000(n(n(n(nmmmmmmFFFFF¢aFFFN Z 333 3 3 3 J_ ON(D Cl)N V U) 0 Q W z0nmr(Dn 7 (D 00 O C N M V n tD (D r m D7 O N M V 0(D n c0 N O N M�O n 0 N (O DI (D�Y A'T'T Y (J+ W W W 0)O N M 0�7 M M O V 'OV v r r r n n(dD,(D(Op M M M M V R V V V 7'R R(()W W fD N N N M M M O)0 n r n n r Z er��rrr;�r� ��n o 0 0 0 6 D o �r�� ;�r�� r�r` err rr`aoc000rocococoaoeoeoco 0000000 7 N N N N N N N N N N N N N N N R < C'7 V V V?V V V V 7 V N N N N",NJ omo 000rom W CR 7 m 0 0 0 F � 000�000 rn 69 69 69 69 69 tq(a 2 F o 0 0 0 0 0 0 O J IQNh h N l�- p � O O O O o 0 0 0~ O (�O In Y Fx- U W z 0 W J 0 O J } Q a ~ U V U U U U U Q U Q U U U V U U V OQ V V V V V m U W W a 30 02 a w m (n w m sa m w a 0 U m m w m � m O >� z z w a w O J a LL Q W LL O U Q K W fn Q W } W W J_ J Q Q F- F- aQaQ w�w2 J_ J D Q O Q O Q Q Q Q}Q}W W w F Z Z J J J U w d w m x w x O F-F-F J pl Z J Z J a-a-Q viLLJ U N w Q 0: Z)7 Z) F F 0 0 D C 0 J _J 1L J J J W R W m(n co(n mm m 0 Q < L L_L_ 3 3 3 w J 2 V co (o O N o n j vvLobmo z � eoo N �r-nmoom 7 N N o N N N N Miles Resources, LLC Trade References: US Oil Refining Contact: Benjamin Kamithe P.O. Box 2255 Phone #: 253 383-1651 Tacoma, WA 98491 Fax # : 253 383-9970 Miles Sand & Gravel Contact: Erica Sorenson P.O. Box 130 Phone #: 253 833-3705 Auburn, WA 98071 Fax # : 253 833-3748 Washington Rock Quarries Contact: Linda Belnap P.O. Box 1806 Phone #: 360 893-1661 Orting, WA 98360 Fax # : 360 893-1664 Shope Concrete Contact: 1618 E. Main Phone #: 253 848-1551 Puyallup, WA 98372 Fax # : 253 845-0292 HD Fowler Co Contact: Sherman Portzer P.O. Box 160 Phone #: 425 746-8400 Bellevue, WA 98009 Fax # : 425 653-3190 WILES ,� RESOURCES 400 Valley Ave.NE/Puyallup,WA 98372 Office(253)383-3585 •Fax(253)572-8648 •MILESRLS97RK Financial Information To Whom It May Concern: Due to the closely held nature of Miles Resources, LLC, our ownership declines to provide detailed financial information for bidding purposes. If Miles Resources is selected as the Contractor for its proposed scope of work at the time of bid, more financial information may be provided as directed by Walt Miles, Managing Member. We appreciate your consideration of our company as a qualified Contractor, and thank you for respecting this matter of privacy. Sincerely, J r Bradley Griffi h General Manager BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (March 12, 2019), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Miles Resources,LLC Bidder's in Name B J Signatur A thori ed Official* Bradley Griffith Printed Name General Manager Title 03/12/19 Puyallup Washington Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. 2019 Asphalt Overlays/Holcomb 28 February 25, 2019 Project Number: 19-3001.1 PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within one hundred (100) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s l f �i- to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: 03/12/19 Miles Resources,LLC NAME OF D E .� Signatur A thori ed Representative Bradley Griffith-General Manager (Print Name and Title) 400 Valley Ave.NE Address Puyallup WA 98372 2019 Asphalt Overlays/Holcomb 29 February 25, 2019 Project Number: 19-3001.1 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Miles Resources, LLC as Principal, and Liberty Mutual 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 2019 Asphalt Overlays/Project Number: 19-3001.1 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 12th DAY OF March 2019, Miles Res ce PRINCIP ( , clLrll (%�,r� ��-V► C1 v'�1 o vt0.G,t',✓ Liberty Mutual nsurance Company SURETY Aliceon A. Keltner,Attorney-in-Fact 20 Received return of deposit in the sum of $ 2019 Asphalt Overlays/Holcomb 30 February 25, 2019 Project Number: 19-3001.1 This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Liberty Mutual Insurance Company Mutual, The Ohio Casualty Insurance Company Certificate No:8200306-023049 West American Insurance Company SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Holli Albers,Heather L.Allen,James B.Binder,Brandon K.Bush,Carley Espiritu,Jacob T.Haddock,Diane M.Harding,Brent E.Heilesen,Kyle Joseph Howat,Cynthia L. Jay,Aliceon A.Keltner,Christopher Kinyon,Michael S.Mansfield,Jamie L.Marques,Annelies M.Richie,Sara Sophie Sellin,Donald Percell Shanklin,Jr.,Karen C. Swanson,Misti M.Webb,Eric A.Zimmerman all of the city of Tacoma state of Washington each individually if there be more than one named,its true and lawful attorney-in-fact to make, execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this l 5th day of January 2019 Liberty Mutual Insurance Company P�1NSU,y P0*4 INS& %NSU pq The Ohio Casualty Insurance Company j2GpRPORgfoy�Rt QJ2Goaro�rQ9yn �P2oaPo�royR` WestAmericanlnsuranceCompany co g 1912 0 0 1919 F 1991 0 En r v Cy3 % yF o-" ° a o to Ui dj1�S4CH �.da D��NAMPS�`,aa� `�s �NDIANP ,da� By: 4��, 17, Cn C: David M.Carey,Assistant Secretary ca State of PENNSYLVANIA 16 � County of MONTGOMERY ss ca a) 0) On this 15th day of January 2019 before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance 0 0 Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such, being authorized so to do,execute the foregoing instrument for the purposes—U) N > therein contained by signing on behalf of the corporations by himself as a duly authorized officer. LU E IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. Q —� �o C.N P PAST M O N <1 0 NwF F{ COMMONWEALTH OF PENUSYLYAMA Q� 4rQ o`� q<a { Notarial Seal "-0 do i- OF s 9 Teresa P'astatla.Notary Putt ,! 0 W upw m.Twp.,( ey county';. By: C: M �3 My Commmsion Ecpaes Mar&28.2021 i �r� 3 L SNP eresa Pastella,Notary Public 0 M A _,py� Harmer.PerursyC w a As abon of Notares N CD O 0)a) This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: 0 aa) E a�i ARTICLE IV—OFFICERS:Section 12.Power of Attorney. "S o Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the -0 >, President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety >o CU C: any and all undertakings,bonds,recognizances and other surety obligations.Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall c N have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed,such '"°O 0 c0i instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attomey-in-fact under the M provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. o 0 ARTICLE XIII—Execution of Contracts:Section 5.Surety Bonds and Undertakings. 0 co Any officer of the Company authorized for that purpose in writing by the chairman or the president,and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings, bonds,recognizances and other surety obligations.Such attorneys-in-fact subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company.When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation—The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attorneys-in- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Renee C.Llewellyn,the undersigned,Assistant Secretary,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of Attomey executed by said Companies,is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 12th day of March 2019 1NSUrp �SY INSU 1NSUR Jp oRroR4 9y JP oaro� 11, VP ov-0 qL r n h e r J 3 Fo ctt Q 3 Fo c� � 3 Fo co 1912 y 0 0 1919 0 g 1991 0 � * 'Y rss C3 ZZF r ° a y+ By: dF sA,Nuse �a h I M? dD ems, 14,0IANr' da Renee C.Llewellyn,Assistant Secretary LMS-12873 LMIC OCIC WAIC Multi Co 062018 CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. 2019 Asphalt Overlays Project Number: 19-3001.1 NAME OF PROJECT Miles Resources, LLC NAME OF BIDDER'S FIRM SIGNATURE OF H RIZED EPRESENTATIVE OF BIDDER Bra ley Grifti i-General Manager 2019 Asphalt Overlays/Holcomb 31 February 25, 2019 Project Number: 19-3001.1 This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER NO. [Enter # 1, 2, 3, etc.] NAME OF CONTRACTOR: fInsert Company Namel ("Contractor") CONTRACT NAME & PROJECT NUMBER:jInsert Name of Original Contract & Project #, if applicablel ORIGINAL CONTRACT DATE: fInsert Date Original Contract was Signedl This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or 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 II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ (incl, applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ 2019 Asphalt Overlays/Holcomb 32 February 25, 2019 Project Number: 19-3001.1 Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (±) for this Change 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-referenced 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, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. 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: By: By: (signature) (signature) Print Name: Print Name: Timothy J. LaPorte, P.E. Its Its Public Works Director (title) (title) DATE: DATE: APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department 2019 Asphalt Overlays/Holcomb 33 February 25, 2019 Project Number: 19-3001.1 BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: / Bid Document Cover Sheet filled out with Bidder's Name ....................2 Orderof Contents.................................................................................G� Invitationto Bid................................................................................... ContractorCompliance Statement........................................................C Date..................................................................... Q"- ....................... Have/have not participated acknowledgment.............................1311, Signatureand address ................................................................CY11- Declaration - City of Kent Equal Employment Opportunity Policy ........0-"*" Dateand signature .....................................................................13-` Administrative Policy ...........................................................................0" Proposal............................................................................................... First line of proposal - filled in ...................................................[ Unitprices are correct ................................................................ Bid the same unit price for asterisk (*) bid items.......................C3-11, Subcontractor List (contracts over $1O0K) ..........................................G�/ Subcontractorslisted properly....................................................[Y/' Signature ....................................................................................Lam' Subcontractor List (contracts over $1 million).....................................a Subcontractorslisted properly....................................................El Dateand signature .....................................................................191*1 Contractor's Qualification Statement ...................................................C3' Completeand notarized .............................................................. Certification of Compliance with Wage Payment Statutes.................... ProposalSignature Page......................................................................C3"' AllAddenda acknowledged .........................................................21r Date, signature and address .......................................................13/, BidBond Form .....................................................................................C Signature, sealed and dated .......................................................L3� Power of Attorney....................................................................... (Amount of bid bond shall equal 5% of the total bid amount) CombinedDeclaration Form ................................................................ Signature .................................................................................... ChangeOrder Form.............................................................................. Bidder's Checklist ................................................................................ The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. 2019 Asphalt Overlays/Holcomb 34 February 25, 2019 Project Number: 19-3001.1 AUTHORIZATION TO ACT ON BEHALF OF MILES RESOURCES, LLC A WASHINGTON LIMITED LIABILITY COMPANY WHEREAS, Miles Resources, LLC(the"Company") is a Washington limited liability company organized for purposes of(among other things)managing and operating business assets used in connection with the Company's construction,paving and related activities; WHEREAS,all authority to operate the business and affairs of the Company is vested in one or more mangers,and the managers of the company are Walt Miles, Lisa Kittilsby,and Tim Kittilsby (hereinafter the"Managers"); WHEREAS,the Mangers of the company intend to delegate certain authority relating to the day- to-day operations of the company to the individuals identified below; NOW THEREFORE, be it resolved as follows: RESOLVED, that the Managers hereby delegate a portion of their authority to the"Operations Managers: of the Company named below; RESOLVED,that each of the Operations Managers,acting individually, shall have the power and authority to manage the day-to-day business of the company. Without limiting the generality of the foregoing,the Operations Managers shall have the power and authority to negotiate and enter into contracts on behalf of the Company,sign documents relating to such contracts,and to engage in any other acts related to the Company's day-to-day operations; RESOLVED,that Angela Reis is hereby removed as Operations Mangers of the company. For the purpose of execution of the Authorization,a facsimile or electronically scanned signature shall have the same force and effect as an original signature. This Agreement may be executed in one or more counterparts,all of which shall be considered one and the same Agreement. SIGNED and EFFECTIVE this 1s' day of Aue,ust,2015 MILES RESOURCES,LLC OPERATIONS MANAGERS By: Walt Miles Br ale ifYh Its: Manager and Member General Mangeri0 erations Manager By: Lisa Kittilsby Krystal Amos Its: Manager and Member Controller/Operations Manager By: Tim Kittilsby Its: Manager PAYMENT AND PERFORMANCE BOND KEN TO C 1 TY OF KENT T Bond No. 023210009 W♦9 n11,0 TOh KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Miles Resources, LLC as Principal, and Liberty Mutual Insurance Company *Massachusetts a Corporation organized and existing under the laws of the State of Vft%t4kXg1VLq, 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 $ 3,227,355.00 , 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 2019 Asphalt Overlays/Project Number: 19-3001.1 (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. 2019 Asphalt Overlays/Holcomb 35 February 25, 2019 Project Number: 19-3001.1 TWO WITNESSES: Miles Resources, LLC PRINCIPAL (en p ipal's name above) +, BY: TITLE: DATE: IC( DATE: CORPORATE SEAL: PRINT NAME DATE: aS_ I G� Liberty Mutual Insurance Company SURETY CORPORATE SEAL: BY: Q.—�G, Aliceon A. Keltner DATE: 3/22/2019 TITLE: Attorney-in-Fact ADDRESS: 1001 4th Avenue, Suite 3700 Seattle,WA 98154 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 kod ( -nFhth Who signed the said bond on behalf of the Principal M I AJ kOtLx%(aS (.LC.' 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. SECR ARY OR ASSISTANT SECRETARY 2019 Asphalt Overlays/Holcomb 36 February 25, 2019 Project Number: 19-3001.1 This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Liberty Mutual Insurance Company Mutual., The Ohio Casualty Insurance Company Certificate No:8200306-023049 West American Insurance Company SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana(herein collectively called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute and appoint, Holli Albers,Heather L.Allen,James B.Binder,Brandon K.Bush..Carley Espiritu,Jacob T.Haddock,Diane M.Harding,Brent E.Heilesen,Kyle Joseph Howat,Cynthia L. Jay,Aliceon A.Keltner,Christopher Kinyon,Michael S.Mansfield,Jamie L.Marques,Annelies M.Richie,Sara Sophie Sellin,Donald Percell Shanklin,Jr.,Karen C. Swanson,Misti M.Webb,Eric A.Zimmerman all of the city of Tacoma state of Washington each individually if there be more than one named,its true and lawful attomey-in-fact to make, execute,seal,acknowledge and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 15th day of January 2019 Liberty Mutual Insurance Company P�\NSU,q� Poo INSUR t, \NSU/tiq The Ohio Casualty Insurance Company o GoRPoRgr k 5J 40aPOt? '9y `PooRPORAr �C, West American Insurance Company J 3 �o m Q 3 Fo n r Fo F � $ 1912y0 0 1919 1991 044� �� N � : o Q / cn Yd��sq CHUS��.da SONAMPSa,aa3 `�s �NDIANP' .da� B I �1 C N i� * t� H1 * �� dyt * >� Y / u> 0 David M.Carey,Assistant Secretary -to State of PENNSYLVANIA > :3 County of MONTGOMERY ss c I:u L) a) On this 15th day of January 2019 before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance o o m Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such,being authorized so to do,execute the foregoing instrument for the purposes > therein contained by signing on behalf of the corporations by himself as a duly authorized officer. c)LU a 73 IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. c Q C P PAS oM MO W �y ortwF TF! COMMONWEALTH OF PENNSYLVANIA ;A�- , Q &I- ��o�� 4�rt P Notarial Sean BQ%� 0 0 OF Teresa Pastella,No Public � � O� Upper Marion Twp..MontgorneryCounty y: My Commission Expires March 28,2021 Alt 3 CU L ysy�NP eresa Pastella,Notary Public OCU � Member,Pennsylvania Association of Notaries C:) O a) This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual o Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: o 4) ARTICLE IV—OFFICERS:Section 12.Power of Attorney. o Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the ) _0 >, President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety >o M c any and all undertakings,bonds,recognizances and other surety obligations.Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall N have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such '"°D CN 0 instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attorney-in-fact under the Z L) 00 provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. o 0 ARTICLE XIII—Execution of Contracts:Section 5.Surety Bonds and Undertakings. L)CD Any officer of the Company authorized for that purpose in writing by the chairman or the president,and subject to such limitations as the chairman or the president may prescribe, � shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings, bonds,recognizances and other surety obligations.Such attorneys-in-fact subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company.When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation—The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attorneys-in- fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company,wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with the same force and effect as though manually affixed. I,Renee C.Llewellyn,the undersigned,Assistant Secretary,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct Copy of the Power of Attorney executed by said Companies,is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 22nd day of March 2019 P�1NSU'D P-1 INS& \NSU/tiq JGoaPogg o�co eJ ooePorg o -C) `vP`oaPopy o f Z 1912 � 0 1919 � � 1991 � A��AiillWo z s 3 d� SgCHU`� as hHgMPsa as 9j7 �s NDIAN� as Renee C.Llewellyn,Assistant Secretary * *� dy1 * 1� dyl * 1 LMS-12873 LMIC OCIC WAIC Multi Co 062018 CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ('City"), and Miles Resources, LLC organized under the laws of the State of Washington , located and doing business at 400 Valley Ave. NE, Puyallup, WA 98372 ("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: 2019 Asphalt Overlays/Project Number: 19-3001.1 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 2018 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 2018 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within one hundred (100) working days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing all the work provided for in the Contract, except where the specifications allocate that responsibility to the City. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. 2019 Asphalt Overlays/Holcomb 37 February 25, 2019 Project Number: 19-3001.1 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. 2019 Asphalt Overlays/Holcomb 38 February 25, 2019 Project Number: 19-3001.1 CITY OF KENT BY: DANA RALPH, MAYOR DATE:- L ATTE KIMBERLEY A. JOTO, CI CL K APPROVED AS TO FORM: &Uor , KENT LAW DEPARTMENT CONTRACTOR n BY: A� - PRINT NA f I( TITLE: DATE:' 2019 Asphalt Overlays/Holcomb 39 February 25, 2019 Project Number: 19-3001.1 EXHIBIT A INSURANCE REQU I REMENTS 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. 2019 Asphalt Overlays/Holcomb 40 February 25, 2019 Project Number: 19-3001.1 EXH I B I T A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1 ,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1 . The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. 2019 Asphalt Overlays/Holcomb 41 February 25, 2019 Project Number: 19-3001.1 EXH I B I T A (Continued) F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. 2019 Asphalt Overlays/Holcomb 42 February 25, 2019 Project Number: 19-3001.1 Client#: 17793 MILESAND ACORD,, CERTIFICATE OF LIABILITY INSURANCE DATE IYYYY) 3126/201/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). ACT PRODUCER NAME: Sharnel Di Vona Propel Insurance PHONE o Ext:800 499-0933 FAX No: 866 577-1326 Tacoma Commercial Insurance ADDRESS: Sharnel.Divona@propelinsurance.com 1201 Pacific Ave,Suite 1000 INSURER(S)AFFORDING COVERAGE NAIC# Tacoma,WA 98402 INSURER A:Union Insurance Company 258" INSURED INSURER B:Sirius International Insurance Corp Miles Resources LLC INSURER C 400 Valley Ave NE INSURER D: Puyallup,WA 98372 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF IN DDLSUBIR SURANCE NSR WVD POLICY NUMBER MMIDDY EFF MWDDY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY CPA2865825 4/01/2019 0410112020 EACCH�OECCCURRENCE $1,000,000 CLAIMS-MADE �OCCUR PREMISES EaEr ante $300 000 X PD Ded:$1,000 MED EXP(Any one person) $10 000 X CG0001 04113 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY PRO- LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: A AUTOMOBILE LIABILITY CPA2865825 4/01/2019 04/01/202 COMBINED dee,ntsINGLE LIMIT $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS PROPERTY DAMAGE $ X HIRED NON-OWNED AUTOS ONLY Ix AUTOS ONLY Per accident X A0001 10113 $ A X UMBRELLA LIAB X OCCUR CPA2865825 D410112019 0410112020 EACH OCCURRENCE $5 000 000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5 000 000 DIED I X I RETENTION$0 _. _ $ WORKERS COMPENSATION WA Stop Gap Only: ISPTER OTH- TAND EMPLOYERS'LIABILITY A LITE ER_ A ANY PROPRIETOR/PARTNER/EXECUTIVE� CPA2865825 4/01/2019 04/01/2020 E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBEREXCLUDED? [NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 B Pollution w/Mold CPL00011320 8/20/2018 04/01/202 $3,000,000/$25,000 ded. A Installation Fltr CIM2982131 Z01/2019 01/2019 04/01/202 $100,000/$2,500 ded. A Leased/Rented E CIM2982131 04/011202 $800,000/$5,000 ded. DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: 2019 Asphalt Overlays, Project No. 19-3011.1. Additional Insured Status applies per attached form(s). CERTIFICATE HOLDER CANCELLATION City of Kent SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 400 West Gowe ACCORDANCE WITH THE POLICY PROVISIONS. Kent,WA 98032 AUTHORIZED REPRESENTATIVE J s^r v,y.�t w it n ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S3584379/M3582503 KTR00 Rating Company: Union Insurance Company Proposed Policy Period: 04/01/2019 to 04/01/2020 12:01 a.m. Standard Time Quote No.:CPA 2865825-43 Named Insured Name and Address Agency Name and Address 31088 Miles Sand &Gravel Company (253)759-2200 400 Valley Ave NE Propel Insurance Puyallup, WA 98372 PO Box 2940 Tacoma, WA 98401 SCHEDULE OF FORMS AND ENDORSEMENTS The following Declarations, Coverage Forms, Conditions, and Endorsements are applicable to: Commercial Common Forms State* Number Edition Description ALL B IL DS 00 09- 0007 Commercial Lines Policy Common Policy Declarations ALL BN PJ CK T 12-2018 BNPG Policy Jacket Letter ALL CL IL 99 22 01-2015 Schedule of Named Insureds ALL CL IL FS 01 09-2008 Schedule of Forms and Endorsements ALL CL IL SP 67 06-2018 BNP Signature Page ALL CL LOC 09-2008 Location Schedule ALL PROPOSAL 01-1900 Package Quote Proposal Commercial Auto Coverage Part State* Number Edition Description ALL IL 00 03 09-2008 Calculation of Premium AK IL 00 21 09-2008 Nuclear Energy Liability Exclusion Endorsement-Broad Form AK IL 01 21 09-2008 Alaska Changes-Attorney's Fees WA IL 01 23 11-2013 Washington Changes-Defense Costs WA IL 01 46 08-2010 Washington Common Policy Conditions AK IL 01 76 06-201 1 Alaska Changes-Appraisal WA IL 01 98 09-2008 Nuclear Energy Liability Exclusion Endorsement AK IL 02 80 09-2008 Alaska Changes- Cancellation and Nonrenewal ALL MCS 90 01-2017 Endorsement For Motor Carrier Policies Of Insurance For Public Liability Commercial General Liability Coverage Part State* Number Edition Description ALL IL 00 03 09-2008 Calculation of Premium WA IL 01 23 11-2013 Washington Changes- Defense Costs WA IL 01 46 08-2010 Washington Common Policy Conditions WA IL 01 98 09-2008 Nuclear Energy Liability Exclusion Endorsement ALL IL 09 85 01-2015 Disclosure Pursuant to Terrorism Risk Insurance Act Commercial Output Coverage Part State* Number Edition Description WA CL 01 03 03-2010 Common Policy Conditions-Washington WA CL 04 65 01-2001 Loss Payable Endorsement-Washington WA CL 06 00 01-2015 Certified Terrorism Loss WA CL 06 05 01-2015 Certified Terrorism Loss Disclosure of Premium and Federal Share of Insured Losses Commercial Umbrella Coverage Part State* Number Edition Descritation AK IL 01 21 09-2008 Alaska Changes-Attorney's Fees WA IL 01 23 11-2013 Washington Changes-Defense Costs WA IL 01 46 08-2010 Washington Common Policy Conditions WA IL 01 98 09-2008 Nuclear Energy Liability Exclusion Endorsement AK IL 02 80 09-2008 Alaska Changes-Cancellation and Nonrenewal ALL IL 09 85 01-2015 Disclosure Pursuant to Terrorism Risk Insurance Act 'When the word"ALL"appears in the state column, the form applies to all states on the quote. Commercial Output Program State* Number Edition Description WA B CO 11 00 04-2002 Commercial Output Program -Declarations WA CL CO FS 01 09-2008 Schedule of Forms and Endorsements WA CO 03 20 04-2002 Amendatory Endorsement Washington WA CO 1000 10-2002 Commercial Output Program-Property Coverage Part WA CO 1001 04-2002 Commercial Output Program -Income Coverage Part WA CO 1003 04-2002 Equipment Breakdown Coverage Part WA CO 10 04 04-2002 Spoilage Coverage Part-Scheduled Coverage WA CO 10 05 04-2002 Spoilage Coverage Part-Blanket Cov WA CO 10 51 CW 01-2010 Schedule Of Coverages-Commercial Output Program WA CO 10 72 05-2002 Loss Payable Schedule WA CO 1075 04-2002 Scheduled Locations-Spoilage Coverage WA CO 10 80 11-2003 Limited Fungus and Related Perils Schedule-Blanket Limit WA CO 12 93 11-2003 Limited Fungus and Related Perils Coverage `bVhen the word"ALL"appears in the state column,the form applies to all states on the quote. Commercial General Liability State* Number Edition Description WA B CG DS 01 10-2001 Commercial General Liability Declarations WA CL CG 99 32 01-2015 Commercial General Liability Supplemental Declarations Schedule WA CL CG FS 01 09-2008 Schedule of Forms and Endorsements VVA Al CG 53 01-1999 Composite Rate Endorsement WA CG 00 01 04-2013 Commercial General Liability Coverage Form WA CG 01 97 12-2007 Washington Changes-Employment-Related Practices Exclusion WA CG 03 00 01-1996 Deductible Liability insurance VVA CG 04 35 12-2007 Employee Benefits Liability Form WA CG 04 42 11-2003 Stop Gap-Employers Liability Coverage Endorsement-Washington WA CG 04 50 05-2008 Washington Changes-Who Is An Insured WA CG 20 26 04-2013 Additional Insured - Designated Person Or Organization WA CG 20 32 04-2013 Additional Insured-Engineer,Architects Or Surveyors Not Engaged By The Named Insured WA CG 21 06 05-2014 Exclusion-Access or Disclosure of Confidential Or Personal Information and Data-Related Liability-With Limited Bodily Injury Exception WA CG 21 09 06-2015 Exclusion- Unmanned Aircraft WA CG 21 41 11-1985 Exclusion- Intercompany Products Suits WA CG 21 54 01-1996 Exclusion- Designated Operations Covered By A Consolidated (Wrap- Up) Insurance Program WA CG 21 65 12-2004 Total Pollution Exclusion With A Building Heating, Cooling And Dehumidifying Equipment Exception And A Hostile Fire Exception WA CG 21 71 01-2015 Exclusion of Other Acts of Terrorism Committed Outside The United States; Cap on Losses From Certified Acts of Terrorism WA CG 21 76 01-2015 Exclusion Of Punitive Damages Related To A Certified Act Of Terrorism WA CG 21 86 12-2004 Exclusion- Exterior Insulation And Finish Systems WA CG 21 96 03-2005 Silica Or Silica- Related Dust Exclusion WA CG 22 33 04-2013 Exclusion-Testing Or Consulting Errors And Omissions WA CG 22 34 04-2013 Exclusion- Construction Management Errors And Omissions WA CG 22 79 04-2013 Exclusion- Contractors- Professional Liability WA CG 24 04 05-2009 Waiver Of Transfer Of Rights Of Recovery Against Others To Us WA CG 26 77 12-2004 Washington- Fungi or Bacteria Exclusion WA CL CG 00 20 10-2018 Contractor General Liability Platinum Endorsement WA CL CG 01 14 09-2016 Primary and Noncontributory -Other Insurance Condition (Additional Insured) WA CL CG 01 74 09-2016 Amendment of Insured Contract Definition WA CL CG 02 02 01-2012 Notice Of Cancellation To Designated Person(s) Or Organization(s) Other Than The Named Insured WA CL CG 04 92 10-2018 General Liability Ultra Plus Endorsement WA CL CG 05 29 10-2018 General Liability Ultra Platinum Enhancement Coverages WA CL CG 20 68 09-2016 Additional Insured -Owners, Lessees, Contractors or Others-Ongoing & Completed Operations-Scheduled Person(s) or Organization(s), Including Primary Noncontributory WA CL CG 20 69 09-2017 Additional Insured -Contractors-Ongoing and Completed Operations- Scheduled Person(s) Or Organization(s)-Acts or Omissions WA CL CG 20 70 09-2017 Additional Insured-Contractors-Ongoing and Completed Operations- Scheduled Person(s) or Organization(s) WA CL CG 20 71 09-2016 Additional Insured -Owners, Lessees, Contractors or Others-Completed Operations-Automatic Status, Including Primary Noncontributory WA CL CG 21 08 05-2018 Asbestos Exclusion -Washington WA WA CL CG 21 45 11-2010 Exclusion-Lead Exclusion WA CL CG 21 72 08-2009 Drywall Contaminant Exclusion Endorsement-Washington WA WA CL CG 24 04 09-2016 Loggers Broad Form Property Damage WA CL CG 99 27 01-2012 Exclusion-Cross Suits *When the word"ALL"appears in the state column,the form applies to a;l states on the quote. Commercial Auto State* Number Edition Description WA B CA DS 03 06-2015 Business Auto Declarations ALL CL CA FS 01 09-2008 Schedule of Forms and Endorsements ALL CA 00 01 10-2013 Business Auto Coverage Form WA CA 01 35 10-2013 Washington Changes AK CA 01 79 09-2014 Alaska Changes ALL CA 04 44 10-2013 Waiver of Transfer of Rights of Recovery Against Others to Us (Waiver of Subrogation) AK CA 05 17 01-2018 Alaska Public Or Livery Passenger Conveyance, Transportation Network and On-Demand Delivery Services Exclusion WA CA 20 17 10-2013 Mobile Homes Contents Not Covered WA CA 20 70 10-2013 Coverage For Certain Operations In Connection With Railroads WA CA 21 34 10-2013 Washington Underinsured Motorists Coverage AK CA 21 60 01-2019 Alaska Uninsured and Underinsured Motorists Coverage WA CA 23 45 11-2016 Public Or Livery Passenger Conveyance And On-Demand Delivery Services Exclusion AK CA 23 88 10-2013 Alaska Exclusion of Terrorism Above Minimum Statutory Limits WA CA 23 92 10-2013 Washington Exclusion of Terrorism ALL CA 23 94 10-2013 Silica Or Silica-Related Dust Exclusion For Covered Autos Exposure AK CA 25 24 09-1998 Exclusion-Year 2000 Computer-Related And Other Electronic Prob-With Exception For BI On Your Prem ALL CA 99 03 10-2013 Auto Medical Payments Coverage WA CA 99 28 10-2013 Stated Amount Insurance WA CL CA 01 08 02-2015 Asbestos Exclusion AK CL CA 01 08 02-2015 Alaska Asbestos Exclusion For Covered Autos Exposure AK ALL CL CA 01 49 06-2017 Commercial Automobile Expansion Endorsement Platinum AK CL CA 01 52 02-2015 Commercial Auto Expansion Endorsement- Platinum -Alaska Amendatory WA CW 16 35 02-1998 Important Notice- Stated Amount Insurance ALL MC 16 32 08-1999 Uniform Motor Carrier Auto BI/PD Liab *When the word'ALL"appears in the state column, the form applies to all states on the quote Commercial Umbrella State* Number Edition Description WA B CU IDS 01 09-2016 Commercial Liability Umbrella Declarations ALL CL CU FS 01 09-2008 Schedule of Forms and Endorsements WA CL CU 21 67 01-2007 Exclusion Punitive Damages AK CL CU 21 67 09-2016 Alaska Exclusion-Punitive Damages AK WA CL CU 21 75 01-2007 Exclusion-Lead AK CL CU 22 11 09-2016 Alaska-Asbestos Exclusion AK WA CL CU 22 11 09-2016 Asbestos Exclusion WA WA CL CU 22 62 01-2013 Exclusion-Cross Suits Liability ALL CL CU 22 76 09-2015 Exclusion-Cyber Liability WA CL CU 24 04 01-2007 Changes-Premium Audit AK CL CU 24 04 09-2016 Alaska Changes-Premium Audit AK WA CL CU 2405 12-2016 Per Location, Per Project And Products-Completed Operations Aggregate Limits Of Insurance AK CL CU 2405 12-2017 Alaska-Per Location, Per Project And Products-Completed Operations AK Aggregate Limit Of Insurance WA CL CU 24 16 01-2007 Employee Benefits Liability Coverage WA CL CU 24 70 09-2016 Additional Insured -Primary Non Contributory WA CL CU 2474 09-2013 Blanket Waiver of Transfer of Rights of Recovery Against Others To Us WA CL CU 99 05 08-2008 Amendatory Endorsement-Individual as Named Insured (Solely Owned Business) WA CL CU 99 42 06-2008 Contractors Limitation Endorsement ALL CU 00 01 04-2013 Commercial Liability Umbrella Coverage Form WA CU 01 21 09-2000 Washington Changes WA CU 01 24 12-2001 Washington Changes-Employment-Related Practices Exclusion AK CU 01 71 12-2007 Alaska War Liability Exclusion AK CU 01 93 04-2013 Alaska Recording And Distribution Of Material Or Information In Violation Of Law Exclusion WA CU 21 08 04-2013 Exclusion- Intercompany Products Suits WA CU 21 17 09-2000 Exclusion- Designated Operations Covered By A Consolidated (Wrap- Up) Insurance Program ALL CU 21 23 02-2002 Nuclear Energy Liability Exclusion Endorsement WA CU 21 25 12-2001 Total Pollution Exclusion Endorsement WA CU 21 31 01-2015 Exclusion of Other Acts of Terrorism Committed Outside the United States, Cap on Losses From Certified Acts of Terrorism WA CU 21 36 01-2015 Exclusion Of Punitive Damages Related To a Certified Act of Terrorism WA CU 21 42 12-2004 Exclusion- Exterior Insulation And Finish Systems WA CU 21 50 03-2005 Silica Or Silica-Related Dust Exclusion ALL CU 21 71 06-2015 Exclusion- Unmanned Aircraft AK CU 21 80 09-2008 Alaska Total Pollution Exclusion ALL CU 21 86 05-2014 Exclusion-Access or Disclosure of Confidential Or Personal Information and Data-Related Liability-With Limited Bodily Injury Exception ALL CU 21 90 11-2016 Public or Livery Passenger Conveyance and On-Demand Delivery Services Exclusion WA CU 22 11 09-2000 Exclusion- Logging And Lumbering Operations WA CU 22 84 04-2013 Exclusion-Testing Or Consulting Errors And Omissions WA CU 24 03 09-2000 Waiver Of Transfer Of Rights Of Recovery Against Others To Us WA CU 24 14 09-2000 Fellow Employee Auto Coverage ALL CU 24 32 04-2013 Limited Coverage Territory AK CU 26 23 12-2001 Alaska Changes-Definition Of Metatag WA CU 26 77 12-2004 Washington-Fungi Or Bacteria Exclusion 'When,'he word"ALL"appears in the state column,,the form applies to all states on the quote. COMMERCIAL GENERAL LIABILITY CL CG 04 92 10 18 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. GENERAL LIABILITY ULTRA PLUS ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SUMMARY OF COVERAGE EXTENSIONS Provision Name Of Coverage Extension Included or Limit of Insurance A. Miscellaneous Additional Insureds Included B. Expected Or Intended Injury Or Damage Included C. Knowledge Of Occurrence Included D. Legal Liability—Damage To Premises Rented To You (Fire, Lightning, $300,000 Explosion, Smoke, Or Leakage From Automatic Fire Protective Systems) E. Medical Payments See Declarations F. Mobile Equipment Redefined Included G. Newly Formed Or Acquired Organization, Partnership Or Limited Liability Included Company And Extended Period Of Coverage H. Who Is An Insured—Amendment Included I. Non-Owned Watercraft (Increased to maximum length of less than 51 Included feet J. Supplementary Payments—Increased Limits 1. Bail Bonds $3,000 2. Loss Of Earnings $ 1,000 K. Unintentional Omission Or Unintentional Error In Disclosure Included L. Waiver Of Transfer Of Rights Of Recovery Against Others Included M. Liberalization Clause Included N. Incidental Medical Malpractice Included The above is a summary only. Please consult the specific provisions that follow for complete information on the extensions provided. The provisions of the Commercial General Liability in writing in a contract or agreement that such Coverage Part apply except as otherwise provided in person or organization be added as an this endorsement. This endorsement applies only if additional insured on your policy, provided such Coverage Part is included in this policy. that: A. MISCELLANEOUS ADDITIONAL INSUREDS a. The written contract or written agreement is: 1. Section II —Who Is An Insured is amended (1) Currently in effect or becoming to include as an insured any person or effective during the term of this policy; organization (referred to as an additional and insured below) described in Paragraphs A.1.c.(1) through A.1.c.(9) below when you (2) Fully executed by you and the and such person or organization have agreed additional insured prior to the "bodily CL CG 04 92 10 18 Includes copyrighted material of Insurance Services Office, Inc., Page 1 of 8 with its permission injury", "property damage" or (1.1) The preparing, approving, "personal and advertising injury". or failing to prepare or b. The insurance afforded by this provision approve, maps, shop does not apply to any person or drawings, opinions, reports, organization included as an additional surveys, field orders, insured by a separate endorsement change orders or drawings issued by us and made a part of this policy and specifications, or or coverage part. (1.2) Supervisory, inspection, c. Only the following persons or architectural or engineering organizations are additional insureds activities. under this provision, with coverage for This exclusion applies even if the such additional insureds limited as claims against any insured allege provided herein: negligence or other wrongdoing in the (1) Persons or Organizations For supervision, hiring, employment, Whom Operations Are Performed training or monitoring of others by that insured, if the "occurrence" which (a) Any person or organization for caused the"bodily injury"or"property whom you are performing damage", or the offense which operations when you and such caused the "personal and advertising person or organization have injury", involved the rendering of, or agreed in writing in a contract or the failure to render, any professional agreement that such person or architectural, engineering or organization be added as an surveying services. additional insured to your policy; ii "Bodily in urY' or "property and damage"occurring after: (b) Any other person or organization (1.1) All work, including you are required to add as an materials, parts or additional insured under the contract or agreement described equipment furnished in in paragraph (a) above. connection with such work, on the project (c) Such person(s)or organization(s) (other than service, is an additional insured only with maintenance or repairs) respect to liability for "bodily to be performed by or on injury", "property damage" or behalf of the additional "personal and advertising injury" insured(s) at the location caused, in whole or in part, by: of the covered operations (i) Your acts or omissions; or has been completed, or (ii) The acts or omissions of (1.2) That portion of "your those acting on your behalf; work" out of which theinjury or damage arises in the performance of your ongoing has been put to its operations for the additional insured. intended use by any (d) With respect to the insurance person or organization afforded to these additional other than another contractor or insureds, the following additional subcontractor engaged in exclusions apply: performing operations for This insurance does not apply to: a principal as a part of the (i) "Bodily injury", "property same project, damage" or "personal and (2) Managers Or Lessors Of Premises advertising injury" arising out A manager or lessor of premises but of the rendering of, or the only with respect to liability arising out failure to render, any of the ownership, maintenance or use professional architectural, of that part of the premises leased to engineering or surveying services, including: CL CG 04 92 10 18 Includes copyrighted material of Insurance Services Office, Inc., Page 2 of 8 with its permission you and subject to the following contract or written agreement with additional exclusions: you for such leased equipment ends. This insurance does not apply to: This insurance does not apply to any "occurrence" which takes place after (a) Any "occurrence" which takes the equipment lease expires. place after you cease to be a tenant in that premises. (6) State, Municipality, Governmental (b) Structural alterations, new Agency Or Subdivision Or Other construction or demolition Political Subdivision — Permits Or operations performed by or on Authorizations Relating To behalf of such additional insured. Premises (3) Mortgagee, Assignee Or Receiver Any state, municipality, governmental agency or subdivision or other A mortgagee, assignee, or receiver political subdivision subject to the but only with respect to their liability following additional provisions: as mortgagee, assignee, or receiver (a) This insurance applies only with and arising out of the ownership, respect to: maintenance, or use of a covered premises by you. (i) The following hazards for This insurance does not apply to which the state, municipality, structural alterations, new governmental agency or construction or demolition operations subdivision or other political performed by or on behalf of such subdivision has issued a additional insured. permit or authorization in connection with premises you (4) Owners Or Other Interests From own, rent or control and to Whom Land Has Been Leased which this insurance applies: An owner or other interest from whom (1.1) The existence, land has been leased to you but only maintenance, repair, with respect to liability arising out of construction, erection the ownership, maintenance or use of or removal of that part of the land leased to you and advertising signs, subject to the following additional awnings, canopies, exclusions: cellar entrances, coal This insurance does not apply to: holes, driveways, manholes, marquees, (a) Any "occurrence" which takes hoist away openings, place after you cease to lease sidewalk vaults, street that land. banners or decorations (b) Structural alterations, new and similar exposures; or construction or demolition operations performed by or on (1.2) The construction, behalf of such additional insured. erection or removal of (5) Lessor Of Leased Equipment elevators; or An person(s)s or organization(s)from (1.3) The ownership, Y P O maintenance or use of whom you lease equipment but only any elevators covered with respect to liability for "bodily by this insurance. injury", "property damage" or "personal and advertising injury" (ii) Operations performed by you caused, in whole or in part, by your or on your behalf for which maintenance, operation or use of the state, municipality, equipment leased to you by such governmental agency or person(s) or organization(s). subdivision or other political subdivision has issued a A person's or organization's status as permit or authorization. an additional insured under this endorsement ends when their written CL CG 04 92 10 18 Includes copyrighted material of Insurance Services Office, Inc., Page 3 of 8 with its permission (b) This insurance does not apply to (iii)Any physical or chemical "bodily injury", "property damage" change in the product made or "personal and advertising intentionally by the injury" arising out of operations vendor; performed for the state, (iv) Repackaging, except when municipality, governmental agency or subdivision or other unpacked solely for the political subdivision. purpose of inspection, demonstration, testing, or the (7) Controlling Interest substitution of parts under Any person(s) or organization(s) with instructions from the a controlling interest in the Named manufacturer, and then Insured but only with respect to their repackaged in the original liability arising out of: container; (a)Their financial control of you; or (v) Any failure to make such inspections, adjustments, (b) Premises they own, maintain or tests or servicing as the control while you lease or occupy vendor has agreed to make these premises. or normally undertakes to This insurance does not apply to make in the usual course of business, in connection with structural alterations, new construction or demolition operations the distribution or sale of the products; performed by or for such person(s) or organization(s). (vi) Demonstration, installation, (8) Co-Owner Of Insured Premises servicing or repair operations, except such A co-owner of a premises co-owned operations performed at the by you and covered under this vendor's premises in insurance but only with respect to the connection with the sale of co-owner's liability as co-owner of the product; such premises. (vii) Products which, after (9) Vendors distribution or sale by you, (a) Any persons) or organization have been labeled or relabeled or used as a (referred to as vendor), but only container, part or ingredient with respect to "bodily injury" or of any other thing or "property damage" arising out of substance other or for the "your products" which are vendor; or distributed or sold in the regular course of the vendor's business. (viii)"Bodily injury" or "property damage" arising out of the The insurance afforded the sole negligence of the vendor vendor does not apply to: for its own acts or omissions (i) "Bodily injury" or "property or those of its employees or damage" for which the anyone else acting on its vendor is obligated to pay behalf. However, this damages by reason of the exclusion does not apply to: assumption of liability in a (1.1) The exceptions written contract or written contained in Sub- agreement. This exclusion paragraphs (iv) or does not apply to liability for (vi); or damages that the vendor would have in the absence of (1.2) Such inspections, the written contract or written adjustments, tests or agreement, servicing as the (ii) Any express warranty vendor has agreed to make or normally unauthorized by you; undertakes to make CL CG 04 92 10 18 Includes copyrighted material of Insurance Services Office, Inc., Page 4 of 8 with its permission in the usual course of B. EXPECTED OR INTENDED INJURY OR business, in DAMAGE connection with the Exclusion 2.a. Expected Or Intended Injury of distribution or sale of Section I — Coverage A — Bodily Injury And the products. Property Damage Liability is deleted and (b) This insurance does not replaced by the following: apply to any insured person a. Expected Or Intended Injury Or Damage or organization, from whom you have acquired products, "Bodily injury" or"property damage" expected or any ingredient, part or or intended from the standpoint of the insured. container, entering into, This exclusion does not apply to"bodily injury" accompanying or containing or"property damage" resulting from the use of such products. reasonable force to protect persons or 2. With respect to coverage provided by this property. Provision A. Miscellaneous Additional C. KNOWLEDGE OF OCCURRENCE Insureds, the following additional provisions Paragraph 2.a. Duties In The Event Of apply: Occurrence, Offense, Claim Or Suit of Section a. Any insurance provided to an additional IV — Commercial General Liability Conditions insured designated under Paragraphs is deleted and replaced by the following: A.1.c.(1) through A.1.c.(8) above does a. You must see to it that we are notified as soon not apply: as practicable of an "occurrence" or an (1) To "bodily injury" or "property offense which may result in a claim only when damage" included within the the "occurrence" or offense is known to: "products-completed operations (1) You, if you are an individual, hazard", or 2 To "bodily injury", ro ert dams e" (2) A partner, if you are a partnership, O Y "property P Y 9 or "personal and advertising injury" (3) A manager, if you are a limited liability arising out of the sole negligence of company, or such additional insured. (4) An "executive officer" or the "employee" b. The insurance afforded to such additional designated by you to give such notice, if insured only applies to the extent you are an organization other than a permitted by law. partnership or a limited liability company. c. The insurance afforded to such additional To the extent possible, notice should include: insured will not be broader than that which y (i) How, when and where the"occurrence"or you are required to provide by the written contract or written agreement. offense took place; 3. With respect to the insurance afforded to the (ii) The names and addresses of any injured additional insureds within this Provision A. persons and witnesses; and Miscellaneous Additional Insureds, the (iii) The nature and location of any injury or following is added to Section III — Limits Of damage arising out of the"occurrence"or Insurance: offense. The most we will pay on behalf of the D. LEGAL LIABILITY — DAMAGE TO PREMISES additional insured is the amount of insurance: RENTED TO YOU (Fire, Lightning, Explosion, a. Required by the written contract or written Smoke, Or Leakage From Automatic Fire agreement, or Protective Systems) b. Available under the applicable Limits Of If damage to premises rented to you is not Insurance shown in the Declarations; otherwise excluded from this policy or coverage part, then the following provisions apply: whichever is less. 1. Under Section I — Coverage A — Bodily This endorsement shall not increase the Injury And Property Damage Liability, the applicable Limits Of Insurance shown in the last paragraph(after the exclusions)is deleted Declarations. and replaced by the following: CL CG 04 92 10 18 Includes copyrighted material of Insurance Services Office, Inc., Page 5 of 8 with its permission Exclusions c. through n. do not apply to you or temporarily occupied by you with damage by fire, lightning, explosion, "smoke", permission of the owner; or leakage from automatic fire protective systems to premises while rented to you or S. Subparagraph a. of Definition 9. "Insured contract" of Section V — Definitions is temporarily occupied by you with the permission of the owner. A separate limit of deleted and replaced by the following: insurance applies to this coverage as a. A contract for a lease of premises. described in Section III — Limits Of However, that portion of the contract for a Insurance. lease of premises that indemnifies any 2. The paragraph immediately after Sub- person or organization for damage by fire, paragraph j.(6)of Paragraph 2. Exclusions of lightning, explosion, "smoke" or leakage Section I—Coverage A—Bodily Injury And from automatic fire protective systems to Property Damage Liability is deleted and premises while rented to you or replaced by the following: temporarily occupied by you with permission of the owner is not an "insured Paragraphs (1), (3) and (4) of this exclusion contract". do not apply to "property damage" (other than damage by fire, lightning, explosion, "smoke", 6. As used in this Provision D. Legal Liability— or leakage from automatic fire protective Damage To Premises Rented To You: systems) to premises, including the contents "Smoke" does not include smoke from of such premises, rented to you for a period of agricultural smudging, industrial operations or seven or fewer consecutive days. A separate "hostile fire". limit of insurance applies to Damage To E. MEDICAL PAYMENTS Premises Rented To You as described in Section III—Limits Of Insurance. The Medical Expense Limit is changed, subject to 3. Paragraph 6. of Section III — Limits Of the terms of Section III—Limits Of Insurance, to Insurance is deleted and replaced by the the Medical Expense Limit shown in the following: Declarations. 6. Subject to Paragraph 5. above, the F. MOBILE EQUIPMENT REDEFINED greater of: Subparagraph f.(1) of Definition 12. "Mobile a. $300,000, or equipment" of Section V—Definitions is deleted and replaced by the following: b. The Damage To Premises Rented To Equipment You Limit shown in the Declarations, (1) with a gross vehicle weight of 1,000 pounds or more and designed primarily is the most we will pay under Coverage A for: for damages because of "property damage"to premises while rented to you, (a) Snow removal; or in the case of damage by fire, lightning, (b) Road maintenance, but not construction explosion, "smoke", or leakage from or resurfacing; or automatic fire protective systems, while (c) Street cleaning; rented to you or temporarily occupied by you with permission of the owner. G. NEWLY FORMED OR ACQUIRED This limit will apply to all damage ORGANIZATION, PARTNERSHIP OR LIMITED proximately caused by the same event, LIABILITY COMPANY AND EXTENDED whether such damage results from fire, PERIOD OF COVERAGE lightning, explosion, "smoke", leakage Paragraph 3. of Section II —Who Is An Insured from automatic fire protective systems, or is deleted and replaced by the following: other covered causes of loss or any combination thereof. 3. Any organization you newly acquire or form, other than a joint venture, and over which you 4. Subparagraph b.(1)(a)(ii) of Paragraph 4. maintain ownership or: Other Insurance of Section IV — Commercial General Liability Conditions is a. Majority interest of more than 50% if you deleted and replaced by the following: are a corporation, (ii) That is fire, lightning, explosion, "smoke" b. Majority interest of more than 50% as a or leakage from automatic fire protective general partner of a newly acquired or systems insurance for premises rented to formed partnership, and/or CL CG 04 92 10 18 Includes copyrighted material of Insurance Services Office, Inc., Page 6 of 8 with its permission c. Majority interest of more than 50% as an c. Past partnership, joint venture or limited owner of a newly acquired or formed liability company; limited liability company; that is not shown as a Named Insured in the will qualify as a Named Insured if there is no Declarations. other similar insurance available to that I. NON-OWNED WATERCRAFT organization. However, for these organizations: Subparagraph (2) of Exclusion 2.g. Aircraft, (i) Coverage under this provision is afforded Auto Or Watercraft of Section I—Coverage A— only until the next anniversary date of this Bodily Injury And Property Damage Liability is policy's effective date after you acquire or deleted and replaced by the following: form the organization, partnership or (2) A watercraft you do not own that is: limited liability company, or the end of the (a) Less than 51 feet long; and policy period, whichever is earlier; (ii) Section I —Coverage A— Bodily Injury (b) Not being used to carry persons or And Property Damage Liability does not property for a charge. apply to "bodily injury" or "property J. SUPPLEMENTARY PAYMENTS — INCREASED damage" that occurred before you LIMITS acquired or formed the organization, partnership or limited liability company; Section I — Supplementary Payments — Coverages A And B is changed as follows: (III) Section I—Coverage B—Personal And Advertising Injury Liability does not 1. The limit shown in Paragraph 1.b.for the cost apply to "personal and advertising injury" of bail bonds is changed from $250 to$3,000; arising out of an offense committed before and you acquired or formed the organization, 2. The limit shown in Paragraph 1.d. for loss of partnership or limited liability company; earnings because of time off from work is (iv) Coverage applies only when operations of changed from $250 a day to $1,000 a day. the newly acquired organization, K. UNINTENTIONAL OMISSION OR partnership or limited liability company are UNINTENTIONAL ERROR IN DISCLOSURE the same or similar to the operations of insureds already covered under this The following provision is added to Paragraph 6. insurance; Representations of Section IV — Commercial General Liability Conditions: (v) Coverage only applies for those limited liability companies who have established However, the unintentional omission of, or a date of formation as recorded within the unintentional error in, any information given or provided by you shall not prejudice your rights filed state articles of organization, certificates of formation or certificates of under this insurance. organization, and This provision does not affect our right to collect (vi) Coverage only applies for those additional premium or to exercise our right of partnerships who have established a date cancellation or non-renewal. of formation as recorded within a written L. WAIVER OF TRANSFER OF RIGHTS OF partnership agreement or partnership RECOVERY AGAINST OTHERS certificate. The following is added to Paragraph 8. Transfer H. WHO IS AN INSURED—AMENDMENT Of Rights Of Recovery Against Others To Us of The last paragraph of Section II — Who Is An Section IV — Commercial General Liability Insured is deleted and replaced by the following: Conditions: No person or organization is an insured with We waive any right of recovery we may have respect to the conduct of any: against any person or organization because of payments we make for injury or damage arising a. Current partnership or limited liability out of your ongoing operations or"your work"and company, unless otherwise provided for under included in the "products-completed operations Paragraph 3. of Section II — Who Is An hazard" when you have agreed in a written Insured, contract or written agreement that any right of b. Current joint venture; or recovery is waived for such person or organization. This waiver applies only to the CL CG 04 92 10 18 Includes copyrighted material of Insurance Services Office, Inc., Page 7 of 8 with its permission person(s) or organization(s) agreed to in the written contract or written agreement and is subject to those provisions. This waiver does not apply unless the written contract or written agreement has been executed prior to the "bodily injury" or"property damage". However, if any person or organization is separately scheduled on a separate waiver of transfer of rights of recovery which is attached to this policy, then this waiver does not apply. M. LIBERALIZATION CLAUSE The following is added to Section IV — Commercial General Liability Conditions: If we adopt a mandatory attachment form change which broadens coverage under this edition of the Commercial General Liability CG0001 for no additional charge, and those changes are intended to apply to all insureds under this edition of CG0001,that change will automatically apply to your insurance as of the date we implement the change in your state. This liberalization clause does not apply to changes implemented through introduction of a subsequent edition of the Commercial General Liability form CG0001. N. INCIDENTAL MEDICAL MALPRACTICE 1. Paragraph 2.a.(1)(d) of Section II — Who Is An Insured does not apply to a physician, nurse practitioner, physician assistant, nurse, emergency medical technician or paramedic employed by you if you are not in the business or occupation of providing medical, paramedical, surgical, dental, x-ray or nursing services. 2. This provision is excess over any other valid and collectible insurance whether such insurance is primary, excess, contingent or on any other basis. Any payments by us will follow Paragraph 4.b. of Section IV — Commercial General Liability Conditions. CL CG 04 92 10 18 Includes copyrighted material of Insurance Services Office, Inc., Page 8 of 8 with its permission COMMERCIAL GENERAL LIABILITY CLCG00201018 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTOR GENERAL LIABILITY PLATINUM ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. PROPERTY DAMAGE TO BORROWED EQUIPMENT 1. Paragraph 2.j. of SECTION I - COVERAGES, COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY is amended as follows: Paragraphs (3) and (4) of this exclusion do not apply to tools or equipment loaned to you, provided they are not being used to perform operations at the time of loss. 2. SECTION III - LIMITS OF INSURANCE is deleted and replaced by the following: The most we will pay in any one 'occurrence" for "property damage" to borrowed equipment is $15,000. This limit of insurance is the most we will pay regardless of the number of: a. Insureds, b. Claims made or"suits" brought, or c. Persons or organizations making claims or bringing "suits". 3. Deductible a. Our obligation to pay damages on behalf of the insured applies only to the amount of damages in excess of$250 as applicable to "property damage" as the result of any one 'occurrence", regardless of the number of persons or organizations who sustain damages because of that "occurrence". b. The terms of this insurance, including those with respect to our right and duty to defend the insured against any "suits" seeking those damages; and your duties in the event of an "occurrence", claim, or "suit"apply irrespective of the application of the deductible amount. c. We may pay any part or all of the deductible amount to effect settlement of any claim or suit and, upon notification of the action taken; you shall promptly reimburse us for such part of the deductible amount as we have paid. B. CONSTRUCTION PROJECT GENERAL AGGREGATE LIMIT 1. For all sums which the insured becomes legally obligated to pay as damages caused by 'occurrences" under COVERAGE A (SECTION 1), and for all medical expenses caused by accidents under COVERAGE C (SECTION 1), which can be attributed only to ongoing operations at a single construction project away from premises owned by or rented to the insured: a. A Single Construction Project General Aggregate Limit applies to each construction project away from premises owned by or rented to the insured, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations. b. The Single Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under COVERAGE A, except damages because of "bodily injury" or "property damage" included in the "products-completed operations hazard", and for medical expenses under COVERAGE C regardless of the number of: (1) Insureds; (2) Claims made or"suits" brought; or (3) Persons or organizations making claims or bringing "suits". CL CG 00 20 10 18 Includes copyrighted material of Insurance Services Page 1 of 4 Office, Inc., with its permission c. Any payments made under COVERAGE A for damages or under COVERAGE C for medical expenses shall reduce the Single Construction Project General Aggregate Limit for that construction project away from premises owned by or rented to the insured. Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Single Construction Project General Aggregate Limit for any other separate construction project away from premises owned by or rented to the insured. d. The limits shown in the Declarations for Each Occurrence, Fire Damage and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Single Construction Project General Aggregate Limit. 2. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under COVERAGE A (SECTION 1), and for all medical expenses caused by accidents under COVERAGE C (SECTION 1), which cannot be attributed only to ongoing operations at a single designated construction project away from premises owned by or rented to the insured: a. Any payments made under COVERAGE A for damages or under COVERAGE C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products-Completed Operations Aggregate Limit, whichever is applicable; and b. Such payments shall not reduce any Single Construction Project General Aggregate Limit. 3. When coverage for liability arising out of the "products-completed operations hazard" is provided, any payments for damages because of"bodily injury" or"property damage" included in the"products-completed operations hazard" will reduce the Products-Completed Operations Aggregate Limit, and not reduce the General Aggregate Limit or the Single Construction Project General Aggregate Limit. 4. If the applicable construction project away from premises owned by or rented to the insured has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. 5. The provisions of Limits Of Insurance (SECTION III) not otherwise modified by this endorsement shall continue to apply as stipulated. C. LIMITED JOB SITE POLLUTION 1. Exclusion f. under Section I -Coverage A is replaced by the following: 2. Exclusions This insurance does not apply to: f. Pollution (1) "Bodily injury" or "property damage" arising out of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of"pollutants": (a) At or from any premises, site or location on which any insured or any contractors or subcontractors working directly or indirectly on any insured's behalf are performing operations if the operations are to test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of, "pollutants", or (b) At or from a storage tank or other container, ducts or piping which is below or partially below the surface of the ground or water or which, at any time, has been buried under the surface of the ground or water and then subsequently exposed by erosion, excavation or any other means if the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of"pollutants" arises at or from any premises, site or location which any insured or any contractors or subcontractors working directly or indirectly on any insured's behalf are performing operations if the "pollutants" are brought on or to the premises, site or location in connection with such operations by such insured, contractor or subcontractor. Subparagraph (b) does not apply to "bodily injury" or "property damage" arising out of heat, smoke or fumes from a "hostile fire". (2) Any loss, cost or expense arising out of any: (a) Request, demand, order or statutory or regulatory requirement issued or made pursuant to any environmental protection or environmental liability statutes or regulations that any insured test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of, "pollutants"; or Page 2 of 4 Includes copyrighted material of Insurance Services CL CG 00 20 10 18 Office, Inc., with its permission (b) Claim or suit by or on behalf of a governmental authority for damages because of testing for, monitoring, cleaning up, removing, containing, treating, detoxifying, or neutralizing or in any way responding to or assessing the effects of, "pollutants". However, this paragraph does not apply to liability for those sums the insured becomes legally obligated to pay as damages because of"property damage"that the insured would have in the absence of such request, demand, order or statutory or regulatory requirement, or such claim or"suit" by or on behalf of a governmental authority. 2. With respect to "bodily injury" or "property damage" arising out of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of"pollutants" a. The"Each Occurrence Limit" shown in the Declarations does not apply. b. Paragraph 7. of Limits Of Insurance (Section III) does not apply. c. Paragraph 1. of Section III - Limits Of Insurance is replaced by the following: The Limits Of Insurance shown in this endorsement, or in the Declarations and the rules below fix the most we will pay regardless of the number of: (1) Insureds, (2) Claims made or"suits" brought; or (3) Persons or organizations making claims or bringing "suits". d. The following are added to Section III - Limits Of Insurance: 8. Subject to 2. or 3. above, whichever applies, the most we will pay for the sum of: a. Damages under Coverage A; and b. Medical expenses under Coverage C because of "bodily injury" or "property damage" arising out of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of"pollutants" is $100,000 aggregate. 9. Subject to 8. above, the Medical Expense Limit is the most we will pay under Coverage C for all medical expenses because of"bodily injury" sustained by any one person arising out of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of"pollutants". D. VOLUNTARY PROPERTY DAMAGE 1. The following is added to Section 1 -COVERAGES: We will pay, at your request for"property damage"to that part of any property: a. Which you or any subcontractors working directly or indirectly on your behalf are performing operations, or b. That must be restored, repaired or replaced because"your work"was incorrectly performed on it. This insurance applies only to "property damage" to property of others while in your care, custody, or control, and arising out of operations away from your insured premises and incidental to your business. Exclusions j.(3),(4),(5) and (6) do not apply to this coverage. This insurance does not apply to "property damage" included within the "explosion hazard", the "collapse hazard"or the"underground property damage hazard". 2. For the purposes of the coverage provided by D. VOLUNTARY PROPERTY DAMAGE, SECTION III - LIMITS OF INSURANCE is replaced by the following: A. Limits of Insurance 1. Unless a higher limit is shown in the Declarations, the most we will pay in any one "occurrence" for "property damage" under this endorsement is $15,000. 2. Unless a higher limit is shown in the Declarations, the most we will pay for all covered "occurrences" during any one policy period is $15,000 Aggregate Limit of Insurance. The Limits of Insurance of this endorsement apply separately to each consecutive annual period and to any remaining period of less than 12 months, starting with the beginning of the policy period shown in the Declarations, unless the policy period is extended after issuance for an additional period of less than 12 months. In that case, the additional period will be deemed part of the last preceding period for CL CG 00 20 10 18 Includes copyrighted material of Insurance Services Page 3 of 4 Office, Inc., with its permission purposes of determining the Limits of Insurance. 3. Deductible a. Our obligation to pay damages on behalf of the insured applies only to the amount of damages in excess of $250 as the result of any one "occurrence", regardless of the number of persons or organizations who sustain damages because of that "occurrence". b. The terms of this insurance, including those with respect to our right and duty to defend the insured against any "suits" seeking those damages; and your duties in the event of an "occurrence", claim, or "suit"apply irrespective of the application of the deductible amount. c. We may pay any part or all of the deductible amount to effect settlement of any claim or suit and, upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as we have paid. 4. For the purposes of the coverage provided by D. VOLUNTARY PROPERTY DAMAGE, SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: a. The following is added to paragraph 2. Duties In The Event Of Occurrence, Offense, Claim or Suit: In the event of loss covered by this endorsement, the insured shall, if requested by us, replace the property or furnish the labor and materials necessary for repairs at actual cost to the insured, excluding prospective profit or overhead charges of any nature. Any property so paid for or replaced shall, at our option, become our property. Any payment made by us shall not constitute an admission of liability by an insured, or by us. b. Paragraph 4. Other Insurance is amended as follows: (1) Paragraph 4.a. Primary Insurance is deleted. (2) Subparagraphs (1) and (2) of paragraph 4.b. Excess Insurance are deleted and replaced with the following: This insurance is excess over any of the other insurance, whether primary, excess, contingent or on any other basis. All other provisions that apply to paragraph 4. Other Insurance contained in the Commercial General Liability Coverage Form are applicable. 5. For the purposes of the coverage provided by D. VOLUNTARY PROPERTY DAMAGE, the following definitions are added to SECTION V- DEFINITIONS: a. "Collapse hazard" includes "structural property damage" and any resulting "property damage" to any other property at any time. b. "Explosion hazard" includes "property damage" arising out of blasting or explosion. The "explosion hazard" does not include "property damage" arising out of the explosion of air or steam vessels, piping under pressure, prime movers, machinery or power transmitting equipment. c. "Structural property damage" means the collapse of or structural injury to any building or structure due to: (1) Grading of land, excavating, burrowing, filling, back-filling, tunneling, pile driving, cofferdam work or caisson work, or (2) Moving, shoring, underpinning, raising or demolition of any building or structure or removal or rebuilding of any structural support of that building or structure. d. "Underground property damage hazard" includes "underground property damage" and any resulting "property damage"to any other property at any time. e. "Underground property damage" means "property damage" to wires, conduits, pipes, mains, sewers, tanks, tunnels, any similar property, and any apparatus used with them beneath the surface of the ground or water, caused by and occurring during the use of mechanical equipment for the purpose of grading land, paving, excavating, drilling, burrowing, filling, back-filling or pile driving. Page 4 of 4 Includes copyrighted material of Insurance Services CL CG 00 20 10 18 Office, Inc., with its permission COMMERCIAL GENERAL LIABILITY CL CG 05 29 10 18 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. GENERAL LIABILITY ULTRA PLATINUM ENHANCEMENT COVERAGES This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM CONTRACTORS' COMMERCIAL GENERAL LIABILITY ENHANCEMENT ENDORSEMENT GENERAL LIABILITY ULTRA PLUS ENDORSEMENT A. General Liability Ultra Plus Endorsement CL CG 04 92, Provision A. Miscellaneous Additional Insureds, is revised as follows: 1. The following is added to (1) Persons or Organizations For Whom Operations Are Performed, c.(1): a. If the written contract specifically requires you to provide additional insured coverage via the 10/01 edition of CG 20 10 (aka CG 20 10 10 01) or via the 11/85 edition of CG 20 10 (aka CG 20 10 11 85), then in paragraph 1.c.(1)(c)., the words caused in whole or in part by, are replaced by the words arising out of. b. For purposes of this additional insured coverage, the terms "you" and "your" refer to the Named Insured shown in the Declarations. B. CONTRACTUAL LIABILITY - RAILROADS The following coverage is added: 1. With respect to operations performed for a Railroad within 50 feet of railroad property, the definition of "insured contract" in Section V- Definitions is replaced by thefollowing: 9. "Insured Contract"means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract"; b. A sidetrack agreement, c. Any easement or license agreement, d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement, f. That part of any other contract or agreement pertaining to your business(including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for"bodily injury" or property damage"to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including CL CG 05 29 10 18 Includes copyrighted material of Insurance Services Page 1 of 2 Office, Inc., with its permission those listed in Paragraph (1) above and supervisory, inspection, architectural or engineering activities. 2. Other Insurance For purposes of this endorsement, the following is added to the Section IV-Commercial General Liability Conditions,4 Other Insurance condition and supersedes any provision to the contrary. This insurance is excess of all other insurance that is Railroad Protective Liability or similar coverage for "your work"performed for a Railroad. But, if required by a written contract or written agreement to be primary and noncontributory, this insurance will be primary to and will not seek contribution from any insurance on which the Railroad is a Named Insured. No other coverage or limit in the policy applies to loss or damage insured by this coverage. C. AGGREGATE LIMITS OF INSURANCE The following is added to COMMERCIAL GENERAL LIABILITY COVERAGE FORM CG 00 01, General Aggregate Limit under SECTION III — LIMITS OF INSURANCE: The General Aggregate Limit under SECTION III - LIMITS OF INSURANCE applies separately to each of your 1. Projects away from premises owned by or rented to you. 2. "Locations"owned by or rented to you. "Location" means premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad. When paragraph B. Construction Project General Aggregate Limit on form CL CG 00 20 is a part of this policy, then this endorsement CL CG 05 29 paragraph C. Aggregate Limits Of Insurance does not apply. D. BODILY INJURY REDEFINED The definition of"Bodily injury" in the Definitions section of the COMMERCIAL GENERAL LIABILITY COVERAGE FORM CG 00 01 is replaced by the following: "Bodily injury" means bodily injury, disability, sickness or disease sustained by a person, including death resulting from any of these at any time. "Bodily injury" includes mental anguish or other mental injury resulting from "bodily injury". Page 2 of 2 Includes copyrighted material of Insurance Services CL CG 05 29 10 18 Office, Inc., with its permission COMMERCIAL GENERAL LIABILITY CL CG 20 71 09 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES, CONTRACTORS OR OTHERS - COMPLETED OPERATIONS - AUTOMATIC STATUS, INCLUDING PRIMARY NONCONTRIBUTORY This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. SECTION II -WHO IS AN INSURED is amended For purposes of this endorsement, throughout to include as an additional insured any person(s) the policy, the terms "you" and "your" refer to or organization(s) when you are obligated by the Named Insured shown in the Declarations. virtue of a written contract or agreement that B. Exclusions such person or organization(s) be added as an additional insured to your policy. With respect to the insurance afforded to these Such person(s) or organization(s) is an additional additional insureds, the following additional insured only with respect to liability for "bodily exclusions apply to "bodily injury" and "property injury" or "property damage" or "personal and damage" arising out of: advertising injury" caused, in whole or in part by: 1. The rendering of or failure to render any (1) Acts or omissions of the Named Insured; professional services by you or on your behalf, or but only with respect to either or both of the following operations: (2) The acts or omissions of those acting on a. Providing engineering, architectural or behalf of the Named Insured, surveying services to others in your and included in the "products-completed capacity as an engineer, architect or operations hazard" surveyor, and This insurance applies only when you are required b. Providing, or hiring independent to add the additional insured by virtue of a written professionals to provide, engineering, contract or agreement, provided the contract or architectural or surveying services in agreement is: connection with construction work you 1. Currently in effect or becomes effective during perform. the term of this policy; and This exclusion applies even if the claims against 2. Was executed prior to the "bodily injury" or any insured allege negligence or other "property damage" or "personal and wrongdoing in the supervision, hiring, advertising injury". employment, training or monitoring of others by that insured, if the 'occurrence"which caused the However: "bodily injury"or"property damage", or the offense a. The insurance afforded to such additional which caused the "personal and advertising insured only applies to the extent permitted by injury", involved the rendering of, or the failure to render, any professional architectural, engineering law; and or surveying services. b. If coverage provided to the additional insured 2. Subject to Paragraph 3. below, professional is required by a contract or agreement, the services include: insurance afforded to such additional insured will not be broader than that which you are a. Preparing, approving, or failing to prepare required by the contract or agreement to or approve, maps, shop drawings, provide for such additional insured. opinions, reports, surveys, field orders, change orders, or drawings and specifications; and CL CG 20 71 09 16 Includes copyrighted material of Insurance Services Page 1 of 2 Office, Inc., with its permission b. Supervisory or inspection activities D. Other Insurance performed as part of any related architectural or engineering activities. For purposes of this endorsement, the following is added to the Section IV - Commercial General 3. Professional services do not include services Liability Conditions, 4. Other Insurance within construction means, methods, condition and supersedes any provision to the techniques, sequences and procedures contrary: employed by you or performed by or for the construction manager, its employees or its This insurance is excess of all other insurance available to an additional insured whether on a subcontractors in connection with your ongoing operations. primary, excess, contingent or any other basis. But, if required by a written contract or written C. Limits of Insurance agreement to be primary and noncontributory, this With respect to the insurance afforded to these insurance will be primary to and will not seek additional insureds, the following is added to contribution from any insurance on which the Section III - Limits Of Insurance: additional insured is a Named Insured. If coverage provided to the additional insured is No other coverage or limit in the policy applies to required by a contract or agreement, the most we loss or damage insured by this coverage. will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement, or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. Page 2 of 2 Includes copyrighted material of Insurance Services CL CG 20 71 09 16 Office, Inc., with its permission COMMERCIAL AUTO CLCA01490617 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL AUTOMOBILE EXPANSION ENDORSEMENT - PLATINUM This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to the coverages provided by this endorsement, the provisions of the Business Auto Coverage Form apply unless modified by this endorsement. A. NEWLY ACQUIRED OR FORMED "property damage": because of the conduct of ORGANIZATIONS an "insured" under Paragraphs a. or b. under The following is added to Paragraph A.1. Who Is Paragraph A.1. Who Is An Insured of Section An Insured of Section II - Covered Autos Liability II - Covered Autos Liability Coverage, caused Coverage: by an "accident" and resulting from the g ownership, maintenance or use of a covered Any organization you newly acquire or form, other "auto"; than a partnership, joint venture or limited liability 2. The written contract or agreement described company or any organization excluded either by above must have been executed prior to the this Coverage Part or by endorsement, and over "accident" that caused the "bodily injury" or which you maintain ownership or majority interest "property damage" and be in effect at the time of more than 50 percent will qualify as a Named of such "accident", Insured. However: 1. This insurance does not apply to any newly 3. The insurance afforded to any such additional acquired or formed organization that is an "insured" does not apply to any "accident" "insured"under any other automobile policy or beyond the period of time required by the would be an "insured" under such policy but written contract or agreement described for its termination or the exhaustion of its Limit above, of Insurance. 4. The most we will pay on behalf of such 2. Coverage does not apply to "bodily injury" or additional "insured(s)" is the lesser of: "property damage" that occurred before you a. The Limits of Insurance specified in the acquired or formed the organization. written contract or agreement described 3. Coverage under this provision is afforded only above-, or until the 180th day after you acquire or form b. The Limits of Insurance shown in the the organization or the end of the policy Declarations. period, whichever is earlier. This provision shall not increase the Limit of B. ADDITIONAL INSURED BY CONTRACT OR Insurance shown in the Declarations in this AGREEMENT policy or coverage part, and The following is added to Paragraph A.1., Who Is 5. The following changes are made to Paragraph An Insured of Section II - Covered Autos Liability 5. Other Insurance of B. General Conditions Coverage: under Section IV- Business Auto Conditions: When you have agreed in a written contract or a. The following is added to Paragraph 5.a.: agreement to include a person or organization as If required by the written contract or an additional "insured", such person or agreement described above, the organization is included as an "insured"subject to insurance afforded to the additional the following: insured under this provision will be 1. Such person or organization is an additional primary to, and will not seek contribution "insured" only to the extent such person or from, the additional insured's own organization is liable for "bodily injury" or insurance. CL CA 01 49 06 17 Includes copyrighted material of Insurance Services Page 1 of 5 Office, Inc., with its permission b. Paragraph 5.c. is deleted in its entirety. 2. We will also pay reasonable and necessary 6. Paragraph A.1.c. under Section II - Covered expenses to facilitate the return of the stolen Autos Liability Coverage is deleted in its "auto"to you. entirety. 3. It is agreed and understood and it is our stated 7. The definition of "insured contract" under intent that expenses incurred by you under the Section V - Definitions is amended to add the Transportation Expenses Coverage following: Extension will not also be covered or paid under the Rental Reimbursement Coverage An "insured contract" does not include that provided by this endorsement or any rental part of any contract or agreement: reimbursement coverage added by separate That pertains to the ownership, maintenance endorsement to this policy. or use of an "auto" and which indemnifies a H. EXTENDED COVERAGE -AIRBAGS person or organization for other than the The following is added to Exclusion B.3.a. of vicarious liability of such person or Section III - Physical Damage Coverage: organization for bodily injury" or "property damage" caused by your operation or use of However, this exclusion does not apply to the a covered "auto". unintended discharge of an airbag. However, a person or organization is an This coverage is excess over any other collectible additional "insured" under this provision only insurance or warranty providing such airbag to the extent such person or organization is coverage. not named as an "insured" by separate I. AUTO LOAN/LEASE GAP COVERAGE endorsement to this policy. C. EMPLOYEES AS INSUREDS The following is added to Section III - Physical Damage Coverage, Paragraph C. Limits of The following is added to Paragraph A.1. Who Is Insurance. An Insured Section II - Covered Autos Liability 4. In the event of a total "loss" to a covered Coverage: "auto", we will pay the lesser of: Any "employee" of yours is an "insured" while a. Any unpaid amount due on the lease or using a covered "auto" you don't own, hire or loan for a covered "auto", less: borrow in your business or your personal affairs. D. INCREASED COVERAGE - BAIL BONDS (1) The amount under the Physical Damage Coverage section of the The Supplementary Payments Coverage policy, and Extension of Section II - Covered Autos Liability Coverage is amended as follows: (2) Any: The Limit of Insurance in paragraph A.2.a.(2) is (a) Overdue lease/loan payments at increased to$5,000. the time of the"loss"; E. INCREASED COVERAGE - LOSS OF (b) Financial penalties imposed EARNINGS under a lease for excessive use, abnormal wear and tear or high The Supplementary Payments Coverage mileage; Extension of Section II - Covered Autos Liability (c) Security deposits not returned by Coverage is amended as follows: the lessor; The Limit of Insurance in paragraph A.2.a.(4) is (d) Costs for extended warranties, increased to$1,000. Credit Life Insurance, Health, F. FELLOW EMPLOYEE COVERAGE Accident or Disability Insurance The Fellow Employee Exclusion contained in purchased with the loan or lease, Section II-Covered Autos Liability Coverage does and not apply. This coverage is excess over any other (e) Carry-over balances from collectable insurance. previous loans or leases, or G. COVERAGE EXTENSION -TRANSPORTATION b. $5,000, EXPENSES However, this provision does not apply to the Paragraph A.4.a. Transportation Expenses of extent loan/lease gap coverage has been Section III - Physical Damage Coverage is provided by separate endorsement to this amended as follows: policy. 1. The Limits of Insurance are increased to $75 per day to a maximum of$2,500. Page 2 of 5 Includes copyrighted material of Insurance Services CL CA 01 49 06 17 Office, Inc., with its permission J. GLASS REPAIR- NO DEDUCTIBLE When fire extinguishers are kept in your covered The following is added to Paragraph D. Deductible "auto" and any are discharged in an attempt to of Section III - Physical Damage Coverage: extinguish a fire, we will pay the lesser of the actual cost of recharging or replacing such fire Any Comprehensive Coverage deductible shown extinguisher(s). in the Declarations does not apply to "loss" to No deductible applies to this coverage. glass when you elect to patch or repair rather than replace the glass. O. HIRED AUTO PHYSICAL DAMAGE K. INCREASED COVERAGE - ELECTRONIC COVERAGE EQUIPMENT The following is added to Paragraph A.4. The $1,000 limit indicated in Paragraph C.1.b. Coverage Extensions of Section III - Physical under Section III - Physical Damage Coverage is Damage Coverage: increased to $2,500. If hired "autos" are covered "autos" for Covered L. EXTENDED COVERAGE - PERSONAL Autos Liability Coverage and if Physical Damage PROPERTY Coverage is provided for any"auto"you own,then the Physical Damage coverages provided are The following is added to Paragraph A.4. extended to"autos"you lease, rent, hire or borrow Coverage Extensions of Section III - Physical from someone other than your "employees", Damage Coverage: partners or members of their households subject Physical Damage Coverage on a covered "auto" to the following: may be extended to "loss" to your personal 1. The most we will pay in any one "loss" is the property or, if you are an individual, the personal lesser of: property of a family member, that is in the covered a. The actual cash value of the"auto", "auto" at the time of "loss" and caused by an "accident" and resulting from the ownership, b. The cost to repair or replace the"auto", or maintenance or use of a covered "auto". C. $100,000. The insurance provided by this coverage 2. Paragraph 1. above is subject to a deductible. extension is excess over any other collectible The deductible shall be equal to the amount of insurance. The most we will pay for any one"loss" the highest deductible shown for any owned under this coverage extension is $500. However, "auto" of the same classification for that our payment for "loss" to personal property will coverage. In the event there is no owned only be for the account of the owner of the "auto" of the same classification, the highest property. deductible for any owned "auto" will apply for Under this provision, personal property does not that coverage. include and we will not pay for"loss" of currency, No deductible will apply to "loss" caused by coins, securities or contraband. fire or lightning. No deductible applies to this coverage extension. 3. Hired Auto Physical Damage Coverage is M. TOWING subject to the following: Paragraph A.2. Towing of Section III - Physical a. If symbol 8 is shown in the Covered Auto Damage Coverage, is replaced by the following: section of the Declarations page for any of If a private passenger type "auto" or light truck the Physical Damage coverages, then the "auto" (0-10,000 Lbs. GVW) is provided both Hired Auto Physical Damage coverage Comprehensive and Collision Coverage, we will described in this endorsement does not pay up to$150 for towing and labor costs incurred apply. each time such "auto" is disabled. If a medium, b. Other than indicated in Paragraphs a. heavy or extra-heavy truck or extra-heavy Truck- directly above, coverage provided under tractor "auto" (greater than 10,000 Lbs. GVW) is this provision will be excess over any provided both Comprehensive and Collision other collectible insurance or coverage. Coverage, we will pay up to $250 for towing and 4. In addition to the limit set forth in Paragraph 1. labor costs incurred each time such "auto" is above we will pay up to $500 per day, to a disabled. However, the labor must be performed maximum of$3,500 per"loss"for: at the place of disablement. N. FIRE EXTINGUISHER RECHARGE a. Any costs or fees associated with the "loss" to a hired "auto"; and The following is added to Paragraph A.4. b. Loss of use of the hired "auto", provided it Coverage Extensions of Section IV - Physical is the consequence of an "accident" for Damage Coverage: which you are legally liable, and as a CL CA 01 49 06 17 Includes copyrighted material of Insurance Services Page 3 of 5 Office, Inc., with its permission result of which a monetary loss is (1) You, if you are designated in the sustained by the leasing or rental Declarations as an individual, concern. (2) Your partners or members, if you are However, Paragraph A.4.b. Loss of Use designated in the Declarations as a Expenses under Section III - Physical Damage partnership or joint venture; Coverage of the Business Auto Coverage Form does not apply. (3) Your members or managers, if you are designated in the Declarations as P. RENTAL REIMBURSEMENT COVERAGE a limited liability company, We will pay for rental reimbursement expenses (4) Your executive officers if you are incurred by you for the rental of an "auto" because designated in the Declarations as an of"loss"to a covered "auto". organization other than an individual, 1. Payment applies in addition to the otherwise partnership, joint venture or limited applicable amount of each coverage you have liability company; and on the covered "auto". (5) The spouse of any person named in 2. No deductible applies to this coverage. Paragraphs 1.a.(1). through 1.a.(4) while a resident of the same 3. We will pay only for those expenses incurred household; during the policy period beginning 24 hours Except: after the "loss" and ending, regardless of the expiration date of the policy, with the lesser of (a) Any "auto" owned by that the following number of days: individual or by any member of his a. The number of days when the covered or her household. "auto" has been repaired or replaced, or (b) Any"auto" used by that individual b. 45 days. or his or her spouse while working in a business of selling, servicing, 4. Our payment is limited to the lesser of the repairing or parking "autos". following amounts: 2. Changes In Auto Medical Payments And a. Necessary and actual expenses incurred; Uninsured And Underinsured Motorists or Coverages b. Not more than $75 for any one day; The following is added to Who Is An Insured: 5. We will pay up to an additional $300 for the Any individual named in 1.a above and his or reasonable and necessary expenses you her "family members" are "insured" while incur to remove your materials and equipment "occupying" or while a pedestrian when being from the covered "auto" and replace such struck by any"auto" you don't own except: materials and equipment on the rental "auto". Any"auto" owned by that individual or by any 6. This coverage does not apply while there are "family member". spare or reserve "autos" available to you for 3. Changes In Physical Damage Coverage your operations. 7. If"loss"results from the total theft of a covered Any private passenger type "auto" you don't "auto" of the "private passenger type", we will own, hire or borrow is a covered "auto" while pay under this coverage only that amount of in the care, custody or control of any individual your rental reimbursement expenses which is named in Q.1.a. above or his or her spouse not already provided for under the Physical while a resident of the same house-hold Damage Coverage Extension of the Business except: Auto Coverage Form or any endorsements a. Any"auto" owned by that individual or by thereto. any member of his or her household; or However, this provision does not apply to the b. Any"auto" used by that individual or his or extent that rental reimbursement is provided her spouse while working in a business of by separate endorsement to this policy. selling, servicing, repairing or parking Q. DRIVE OTHER CAR COVERAGE "autos". 1. The following is added to Section II - Covered 4. The most we will pay for the total of all Autos Liability Coverage: damages under Covered Autos Liability Uninsured Motorists Coverage and a. Any "auto" you don't own, hire or borrow Underinsured Motorists Coverage is the Limit is a covered "auto" for Liability Coverage Of Insurance shown in the Declarations as while being used by: applicable to owned "autos". Page 4 of 5 Includes copyrighted material of Insurance Services CL CA 01 49 06 17 Office, Inc., with its permission 5. Our obligation to pay for, repair, return or T. UNINTENTIONAL OMISSIONS replace damaged or stolen property under The following is added Paragraph B.2. of Section Physical Damage Coverage, will be reduced IV- Business Auto Conditions: by a deductible equal to the amount of the highest deductible shown for any owned If you fail to disclose any hazards existing at the private passenger type "auto" applicable to inception date of this policy, such failure will not that coverage. If there are no owned private prejudice the coverage provided to you. However, passenger type "autos", the deductible shall this provision does not affect our right to collect be $250 for Comprehensive Coverage and additional premium or exercise our right of $500 for Collision Coverage. No deductible cancellation or nonrenewal. will apply to "loss" caused by fire or lightning. U. LIBERALIZATION 6. Additional Definition If we revise this endorsement to provide greater As used in this DRIVE OTHER CAR coverage without additional premium charge, we Provision: will automatically provide the additional coverage "Family member" means a person related to to all endorsement holders as of the day the the individual named in 1.a. by blood, revision is effective in your state. marriage or adoption who is a resident of the individual's household, including a ward or foster child. R. KNOWLEDGE OF AN ACCIDENT, CLAIM, SUIT OR LOSS The following is added to Paragraph A.2. of Section IV- Business Auto Conditions: Your obligation to provide prompt notice of an "accident", claim, "suit" or"loss" is satisfied if you or a person designated by you to be responsible for insurance matters is notified of, or in any manner made aware of an "accident", claim, "suit" or "loss" and provides us such notice as soon as practicable S. WAIVER OF SUBROGATION BY CONTRACT OR AGREEMENT The following is added to Paragraph A.5 of Section IV- Business Auto Conditions: We waive any right of recovery we may have against a person or organization because of payments we make for"bodily injury" or "property damage" when you and such person or organization have agreed in writing in a contract or agreement to waive such right of recovery, provided: 1. Such written contract or agreement was: a. Made prior to the "accident" or "loss" resulting in the covered "bodily injury" or "property damage", and b. Was in effect at the time of the covered "bodily injury" or"property damage". 2. The covered "bodily injury" or "property damage" must arise out of the operations specified in such written contract or agreement. 3. At our request you must provide us with a copy of the aforementioned written contract or agreement. CL CA 01 49 06 17 Includes copyrighted material of Insurance Services Page 5 of 5 Office, Inc., with its permission COMMERCIAL UMBRELLA CLCU24700916 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - PRIMARY NON CONTRIBUTORY This endorsement modifies insurance provided under the following: COMMERCIAL LIABILITY UMBRELLA COVERAGE FORM Paragraph 5. Other Insurance of SECTION IV - CONDITIONS, COMMERCIAL LIABILITY UMBRELLA COVERAGE FORM is replaced with the following: 5. Other Insurance a. This insurance is excess over, and shall not contribute with any of the other insurance, whether primary, excess, contingent or on any other basis except as shown under 5.c. below. This condition will not apply to insurance specifically written as excess over this Coverage Part. When this insurance is excess, we will have no duty under Coverages A or B to defend the insured against any "suit" if any other insurer has a duty to defend the insured against that "suit". If no other insurer defends, we will undertake to do so, but we will be entitled to the insured's rights against all those other insurers. b. When this insurance is excess over other insurance, we will pay only our share of the "ultimate net loss" that exceeds the sum of: (1) The total amount that all such other insurance would pay for the loss in the absence of this insurance; and (2) The total of all deductible and self-insured amounts under all that other insurance. c. The insurance is excess of all other insurance available to an additional insured whether on a primary, excess, contingent or any other basis. But if required by a written contract or written agreement to be primary and noncontributory, this insurance will be primary to, and will not seek contribution from, any insurance on which the additional insured is a Named Insured. No other coverage or limit in the policy applies to loss or damage insured by this coverage. CL CU 24 70 09 16 Includes copyrighted material of Insurance Services Page 1 of 1 Office, Inc., with its permission COMMERCIAL LIABILITY UMBRELLA CL CU 24 74 09 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL LIABILITY UMBRELLA COVERAGE PART The Transfer Of Rights Of Recovery Against Others To Us Condition under Section IV - Conditions is amended by the addition of the following: We waive any right of recovery we may have because of payments we make for "bodily injury" or "property damage" arising out of your ongoing operations or "your work" done under a written contract requiring such waiver with that person or organization and included in the"products-completed operations hazard". However, our rights may only be waived prior to the 'occurrence' giving rise to the injury or damage for which we make payment under this Coverage Part. The insured must do nothing after a loss to impair our rights. At our request,the insured will bring "suit' or transfer those rights to us and help us enforce those rights. CL CU 24 74 09 13 Includes copyrighted material of Insurance Services Page 1 of 1 Offices, Inc. with its permission KENT SPEC I AL PROV I S 1 ONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQU 1 REMENTS ..................................... 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 .............................................................. 1-7 1-06 Control of Material .......................................................... 1-10 1-07 Legal Relations and Responsibilities to the Public................. 1-12 1-08 Prosecution and Progress ................................................. 1-19 1-09 Measurement and Payment .............................................. 1-23 1 -10 Temporary Traffic Control ................................................ 1-24 DIVISION 2 EARTHWORK.......................................................... 2-1 2-02 Removal of Structures and Obstructions............................. 2-1 2-03 Roadway Excavation and Embankment .............................. 2-3 2-06 Subgrade Preparation...................................................... 2-3 2-07 Watering ....................................................................... 2-4 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 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS............... 7-1 7-04 Storm Sewers ................................................................ 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells...................... 7-2 7-08 General Pipe Installation Requirements .............................. 7-5 7-12 Valves for Water Mains .................................................... 7-10 DIVISION 8 M I SCELLANEOUS C08NSTRUCT 1 ON ....................... 8-1 8-01 Erosion Control and Water9 Pollution Control ...................... 8-1 8-02 Roadside Restoration....................................................... 8-6 8-04 Curbs, Gutters, and Spillways........................................... 8-7 8-12 Chain Link Fence and Wire Fence ...................................... 8-8 8-13 Monument Cases ............................................................ 8-8 8-14 Cement Concrete Sidewalks ............................................. 8-10 8-18 Mailbox Support ............................................................. 8-12 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical.................................................... 8-12 8-21 Permanent Signing.......................................................... 8-14 2019 Asphalt Overlays/Holcomb February 25, 2019 Project Number: 19-3001.1 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS C08NSTRUCT I ON 8-22 Pavement Marking .......................................................... 8-15 8-23 Temporary Pavement Markings......................................... 8-21 8-33 Tree Removal for Construction Improvements................I.... 8-21 DIVISION 9 MATERIALS............................................................ 9-1 9-02 Bituminous Materials ....................................................... 9-1 9-03 Aggregates .................................................................... 9-1 9-14 Erosion Control and Roadside Planting ............................... 9-2 9-28 Signing Materials and Fabrication ...................................... 9-5 9-30 Water Distribution Materials ............................................. 9-6 9-34 Pavement Marking Materials............................................. 9-6 KENT STANDARD PLANS ................................................................. A-1 WSDOT STANDARD PLANS.............................................................. A-2 TRAFF I C CONTROL PLANS .............................................................. A-3 PREVAILING WAGE RATES.............................................................. A-4 2019 Asphalt Overlays/Holcomb February 25, 2019 Project Number: 19-3001.1 KENT SPECIAL PROVISIONS The Kent Special Provisions ("Kent Special Provisions" or "KSP") modify and supersede any conflicting provisions of the 2018 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. D I V I S I ON 1 - GENERAL REQU 1 REMENTS 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 N I C Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: 1 . What work will be done, and by when; 2. Who provides labor and materials; and 2019 Asphalt Overlays/Holcomb 1 - 1 February 25, 2019 Project Number: 19-3001.1 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 contract to the next lowest bidder that the City, in its sole judgment, 2019 Asphalt Overlays/Holcomb 1 - 2 February 25, 2019 Project Number: 19-3001.1 determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications Upon awarding the Contract, the City shall supply to the Contractor, for its own use, up to ten (10) copies of the plans and specifications. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project from the City upon furnishing a non-refundable payment as specified in the "Invitation to Bid" or by downloading at no charge at KentWA.gov/doing-business/bids- procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, whether or not inability to access is caused by the bidder's or the City's technology. Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not 2019 Asphalt Overlays/Holcomb 1 - 3 February 25, 2019 Project Number: 19-3001.1 be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 O Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1 . The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. 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. 2019 Asphalt Overlays/Holcomb 1 - 4 February 25, 2019 Project Number: 19-3001.1 SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH "60 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1 (2) Bid Items Not Included in the Proposal The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the 2019 Asphalt Overlays/Holcomb 1 - 5 February 25, 2019 Project Number: 19-3001.1 proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS" IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH, SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1 . Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 1-04.4 Changes 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. 2019 Asphalt Overlays/Holcomb 1 - 6 February 25, 2019 Project Number: 19-3001.1 SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, paving, or temporary erosion control measures. 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. SECTION 1-05.4 IS REVISED BY ADDING A PARAGRAPH AFTER PARAGRAPH 7 1-05.4 Conformity With and Deviations From Plans and Stakes To the extent a conflict exists between the requirements of WSDOT Section 1-05.4 and Kent Special Provision Section 1 -05.5, the requirements of KSP Section 1 -05.5 will prevail. DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-05.8 City's Right to Correct Defective and Unauthorized Work If the Contractor fails to remedy defective or unauthorized work within the time specified by the Engineer, or fails to perform any part of the work required by the contract, the Engineer may provide the Contractor 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, 2019 Asphalt Overlays/Holcomb 1 - 7 February 25, 2019 Project Number: 19-3001.1 compensation and engineering and inspection services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No increase in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECTION 1-05.9 IS SUPPLEMENTED WITH THE FOLLOWING NEW SUBSECTION; 1-05.9 Equipment 1-05.9(1) Operational Testing It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. 2019 Asphalt Overlays/Holcomb 1 - 8 February 25, 2019 Project Number: 19-3001.1 SECTION 1-05. 10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.1 O Guarantees In addition to any other warranty or guarantee provided for at law or in the parties' contract, the Contractor shall furnish to the Contracting Agency any guarantee or warranty furnished as a customary trade practice in connection with the purchase of any equipment, materials, or items incorporated into the project. Upon receipt of written notice of any required corrective work, the Contractor shall pursue vigorously, diligently, and without disrupting city facilities, the work necessary to correct the items listed in the notice. Approximately sixty (60) calendar days prior to the one year anniversary of final acceptance, the Contractor shall be available to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work then known and discovered. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE FIRST PARAGRAPH. 1-05.13 Superintendents, Labor, and Equipment of Contractor Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2018 INSDOT 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. 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 Other Contracts or Other Work: None 2019 Asphalt Overlays/Holcomb 1 - 9 February 25, 2019 Project Number: 19-3001.1 SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently recorded and/or put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATER I AL SECTION 1-06.2(2) IS DELETED /N ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-06.7 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 (I A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 1-06.7(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can 2019 Asphalt Overlays/Holcomb 1 - 10 February 25, 2019 Project Number: 19-3001.1 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 Product Data submittals to show the specific items being submitted and all options included or choices offered. 2019 Asphalt Overlays/Holcomb 1 - 11 February 25, 2019 Project Number: 19-3001.1 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 1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax 2019 Asphalt Overlays/Holcomb 1 - 12 February 25, 2019 Project Number: 19-3001.1 SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 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. 1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to retail sales tax under Section 1 -07.2(2) in the proposal bid items. SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.6 Permits and Licenses The City has obtained the following permits: None SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH: A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract work arising from the issuance of any permit. 1-07.9 Wages SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General To the extent allowed by law, the wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. 1-07.13 Contractor's Responsibility for Work SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.13(4) Repair of Damage 2019 Asphalt Overlays/Holcomb 1 - 13 February 25, 2019 Project Number: 19-3001.1 SECTION 1-07. 14 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE BEGINNING OF THAT SECTION: 1-07.14 Responsibility for Damage To the extent a conflict exists between the terms of this Section 1- 07.14 and Section 5 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. SECTION 1-07.15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER THE LAST PARAGRAPH: 1-07.15 Temporary Water Pollution Prevention 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 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. 2019 Asphalt Overlays/Holcomb 1 - 14 February 25, 2019 Project Number: 19-3001.1 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site I nspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. CenturyLink Comcast Alex Harb Jerry Steele (206)-345-4476 (253) 288-7532 (253)-831-0395 (cell) (206) 391-1763 (cell) Puget Sound Energy Gas Puget Sound Energy Power Glenn Helton Hong Nguyen (253)-395-6926 (425) 449-6609 (cell) (425)-559-4647 (cell) Verizon Soos Creek Water and Sewer Scott Christenson District (425)-636-6046 Russell Miller (425)-471-1079 (cell) (425)-531-4129 Kent School District Fred Long (253)-373-7526 2019 Asphalt Overlays/Holcomb 1 - 15 February 25, 2019 Project Number: 19-3001.1 SECTION 1-07. 18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.18 Public Liability and Property Damage Insurance To the extent a conflict exists between the terms of this Section 1- 07.18 and the insurance requirements in Section 7 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. 1-07.23 Public Convenience and Safety 1-07.23(1) Construction Under Traffic SECTION 9-07.23(l) IS SUPPLEMENTED WITH THE FOLLOWING: Lane Closures: Lane closures for the SE 208t" Street overlay are prohibited at all times except as provided in these specifications. Three-lane closures are prohibited unless at least one lane of traffic is open for each direction of travel. Sidewalk, curb and gutter work, and pavement repairs Lane closures for the SE 208t" Street overlay are allowed for sidewalk, curb and gutter, and pavement repair work as follows: Westbound lane closure on SE 208t" Street will be allowed at the following days and times: Day of Week Time Monday 9:00 a.m. to 3:00 p.m. Tuesday 9:00 a.m. to 3:00 p.m. Wednesday 9:00 a.m. to 3:00 p.m. Thursday 9:00 a.m. to 3:00 p.m. Friday 9:00 a.m. to 3:00 p.m. Eastbound lane closure on SE 208t" Street will be allowed at the following days and times: Day of Week Time Monday 6:00 a.m. to 2:00 p.m. Tuesday 6:00 a.m. to 2:00 p.m. Wednesday 6:00 a.m. to 2:00 p.m. Thursday 6:00 a.m. to 2:00 p.m. Friday 6:00 a.m. to 2:00 p.m. 2019 Asphalt Overlays/Holcomb 1 - 16 February 25, 2019 Project Number: 19-3001.1 Planing and Paving Lane closures for the SE 2081" Street overlay are allowed for planing and paving work as follows: Sunda 8:00 p.m. to Monday 5:00 a.m. Monday 8:00 p.m. to Tuesday 5:00 a.m. Tuesday 8:00 p.m. to Wednesday 5:00 a.m. Wednesday 8:00 p.m. to Thursday 5:00 a.m. Thursday 8:00 p.m. to Friday 5:00 a.m. Pavement Markings, Traffic Loop Installation, and other work Lane closures for the SE 208t" Street overlay are allowed for pavement markings, traffic loop installation, and other work as follows: Sunda 8:00 p.m. to Monday 5:00 a.m. Monday 8:00 p.m. to Tuesday 5:00 a.m. Tuesday 8:00 p.m. to Wednesday 5:00 a.m. Wednesday 8:00 p.m. to Thursday 5:00 a.m. Thursda 8:00 p.m. to Friday 5:00 a.m. Westbound lane closure on SE 208t" Street will also be allowed at the following days and times: Day of Week Time Monda 9:00 a.m. to 3:00 p.m. Tuesday 9:00 a.m. to 3:00 p.m. Wednesday 9:00 a.m. to 3:00 p.m. Thursday 9:00 a.m. to 3:00 p.m. Friday 9:00 a.m. to 3:00 p.m. Eastbound lane closure on SE 2081" Street will also be allowed at the following days and times: Day of Week Time Monday 6:00 a.m. to 2:00 p.m. Tuesday 6:00 a.m. to 2:00 p.m. Wednesday 6:00 a.m. to 2:00 p.m. Thursday 6:00 a.m. to 2:00 p.m. Frida 6:00 a.m. to 2:00 p.m. If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer may adjust the hours accordingly. The Engineer will notify the Contractor in writing of any change in the closure hours. Lane closures or roadway closures are not allowed on any of the following, which shall take precedence over the allowable hours of lane closures above: 2019 Asphalt Overlays/Holcomb 1 - 17 February 25, 2019 Project Number: 19-3001.1 1 . A holiday, 2. A holiday weekend; holidays that occur on Friday, Saturday, Sunday or Monday are considered a holiday weekend. A holiday weekend includes Saturday, Sunday, and the holiday. 3. After 12:00 p.m. (noon) on the day prior to a holiday or holiday weekend. 4. From midnight through noon the day following a holiday or holiday weekend. 5. Miscellaneous Special Events as follows: • NONE Construction Vehicles Construction vehicles using a closed traffic lane shall travel only in the normal direction of traffic flow unless expressly allowed in an approved traffic control plan, or to keep the asphalt grinding equipment and paving train off the bridge. Construction vehicles shall be equipped with flashing or rotating amber lights. Work over an open lane of traffic and over SR 167 will not be allowed, unless a plan for the protection of the traveling public from debris failing onto the traveled way and SR 167 is approved by the Engineer. This protection shall remain in place during construction and meet minimum vertical clearance for the highway. Controlled Access No special access or egress will be allowed the Contractor other than normal legal movements or as shown in the Plans. Advance Notification The Contractor shall notify the Engineer in writing 10 calendar days in advance of any roadway closure, lane closure, shoulder closure, sidewalk closures, or any combination thereof. These notifications do not imply that the closure will be approved. The Contractor shall submit a detailed schedule which includes all dates and times for traffic control needs for each roadway, lane, ramp, or shoulder closure associated with approved Traffic Control Plans to the Engineer for review and approval by 12:00 PM (noon) of the Monday three weeks prior to implementing the traffic control plan. The schedule shall include dates, times, and identification of critical path Work activities that require traffic control. Due to other work in the area, submittal of detailed traffic control schedule does not ensure approval of the dates and time of the proposed traffic control schedule. Within fourteen calendar days of the submittal the Engineer will notify the Contractor of approval of all or portions of the traffic control schedule. Any change to the schedule shall be resubmitted to the Engineer and shall restart the review and approval process. Public Notification The Contractor shall furnish and install information signs that provide advance notification of a ramp closure, road closure, or both, a minimum of seven (7) calendar days prior to the closure. PCMS may 2019 Asphalt Overlays/Holcomb 1 - 18 February 25, 2019 Project Number: 19-3001.1 be used for this notice. Sign locations, and messages, shall be as provided to the Engineer for approval. The Contractor shall notify the Washington State Patrol; local fire, police, emergency service, and city engineering departments; Medic 1 and Metro Transit (206-684-2732) when applicable; other transit companies; and the affected school district(s) in writing a minimum of five working days prior to each closure. The Contractor shall furnish copies of these notifications to the Engineer. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.24 Rights of Way Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-OS 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 2019 Asphalt Overlays/Holcomb 1 - 19 February 25, 2019 Project Number: 19-3001.1 Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1 . To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. 6. To discuss any other related items that may be pertinent to the work. The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1 . A price breakdown of all lump sum items. 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. 4. Schedule of submittals. (See 1-06.6(2)) 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 2019 Asphalt Overlays/Holcomb 1 - 20 February 25, 2019 Project Number: 19-3001.1 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. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. The City will bill the Contractor at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 1 . Locate work required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030. 2. 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. 2019 Asphalt Overlays/Holcomb 1 - 21 February 25, 2019 Project Number: 19-3001.1 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. Unless previously approved by the Engineer, the original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING; 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time 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. 2019 Asphalt Overlays/Holcomb 1 - 22 February 25, 2019 Project Number: 19-3001.1 If the Contactor believes that the performance of the Work is suspended for an unreasonable period of time and such suspension is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. In any event, no protest will be allowed later than the date of the Contractor's signature on the Final Pay Estimate. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. The Engineer will determine if an equitable adjustment in cost or time is due as provided in this Section. The equitable adjustment for increase in costs, if due, shall be subject to the limitations provide in Section 1- 09.4, provided that no profit of any kind will be allowed on any increase in cost necessarily caused by the suspension. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. 1-09 MEASUREMENT AND PAYMENT SECTION 1-09.9 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 1-09.9(2) City's Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1 . The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and inspection fees beyond Completion Date. 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. 2019 Asphalt Overlays/Holcomb 1 - 23 February 25, 2019 Project Number: 19-3001.1 SECTION 1-09. 11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.11 (3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-1 O TEMPORARY TRAFF 1 C CONTROL SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 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 2019 Asphalt Overlays/Holcomb 1 - 24 February 25, 2019 Project Number: 19-3001.1 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 360-297-3035 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, VA 22406-1022 Training Dept. Toll Free (877) 642-4637 or (540) 368-1701 1-10.3(3) Traffic Control Devices SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1 . Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: The unit contract price for "Traffic Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1-10.2(1)B, and Section 1 -10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. 2019 Asphalt Overlays/Holcomb 1 - 25 February 25, 2019 Project Number: 19-3001.1 The unit contract price for "Traffic Control Supervisor" per hour shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1-10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic Control Supervisor will be paid under the item for "Traffic Control Labor". The lump sum contract price for "Temporary Traffic Control Devices" shall be full pay for providing the work described in Section 1-10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 1 . When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 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 bid price per hour for "Uniformed Off-Duty Police Officers" will be complete compensation for the utilization of a uniformed off-duty Police Officer for traffic control purposes, including all costs for arrangement for and supervision of uniformed law enforcement personnel and vehicles to participate in the Contractor's traffic control activities. 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 sixty dollars ($60.00) 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 unit contract price for "Portable Changeable Message Sian (PCMS)" per day shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1-10.3(3)C of the WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." The unit contract price for "Sequential Arrow Sign (SASY per day shall be full pay for all costs for providing, maintaining and removing the SAS, and associated work and maintenance described in Section 1-10.3(3)B of the WSDOT Standard Specifications. The operator of this device will be paid under the item "Traffic Control Labor." When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The 2019 Asphalt Overlays/Holcomb 1 - 26 February 25, 2019 Project Number: 19-3001.1 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. 2019 Asphalt Overlays/Holcomb 1 - 27 February 25, 2019 Project Number: 19-3001.1 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(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: 1 . Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. 5. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: 2019 Asphalt Overlays/Holcomb 2 - 1 February 25, 2019 Project Number: 19-3001.1 The unit contract price per square yard for "Remove Existing Asphalt Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 3 inches, and from roads for a depth of 6 inches. Included in this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: actual depth in inches (square yards) x 6 inches = quantity For example, if the Contractor encounters pavement to be removed which is 8 inches thick and 100 square yards then the quantity would be: 8 100' x 6 = 133 S.Y. No other compensation shall be allowed. The unit contract price per square yard for "Remove Cement Concrete Sidewalk" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete sidewalk as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Cement Concrete Curb and Gutter" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete curb and gutter as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Cement Concrete Extruded Curb" 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 extruded curb as shown on the plans and described in the specifications. The unit price contract price per lineal foot "Saw Cut Existing Asphalt Concrete Pavement" constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement to a depth of 6 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 6 inches, it shall be paid according to the following formula: actual depth in inches (length) x 6 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 8 inches thick and 100 linear feet then the quantity would be: 2019 Asphalt Overlays/Holcomb 2 - 2 February 25, 2019 Project Number: 19-3001.1 8 length x 6 = 133 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 unit contract price per lineal foot for "Remove Existing 30 Inch Storm Sewer Pipe or Culvert" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing storm pipe or culvert as shown on the plans and described in the specifications. The unit bid price shall also include but not be limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling with gravel borrow, and compaction. 2-03 ROADWAY EXCAVATION AND EMBANKMENT SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. 2-06 SUBGRADE PREPARATION SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen 2019 Asphalt Overlays/Holcomb 2 - 3 February 25, 2019 Project Number: 19-3001.1 (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 WATER I NG SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street 253-856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. 2019 Asphalt Overlays/Holcomb 2 - 4 February 25, 2019 Project Number: 19-3001.1 DIVISION 4 - BASES DIVISION 4 /S SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECT/ON: 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 2019 Asphalt Overlays/Holcomb 4 - 1 February 25, 2019 Project Number: 19-3001.1 SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment The unit contract price per ton for "Crushed Surfacing Top Course, 5/8 Inch Minus" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. Quantities used for pipe zone bedding shall be measured and paid separately under the appropriate bid item. 2019 Asphalt Overlays/Holcomb 4 - 2 February 25, 2019 Project Number: 19-3001.1 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS NOTES: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-02 BITUMINOUS SURFACE TREATMENT SECT/ON 5-02.5 /S 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 M 1 X ASPHALT SECT/ON 5-04 /S DELETED /N ITS ENTIRETY AND REPLACED W/H THE FOLLOWING: 5-04.1 Description (March 5, 2018 APWA GSP) 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: Asphalt Binder 9-02.1 (4) Cationic Emulsified Asphalt 9-02.1 (6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Aggregates 9-03.8 Recycled Asphalt Pavement 9-03.8(3)B Mineral Filler 9-03.8(5) Recycled Material 9-03.21 2019 Asphalt Overlays/Holcomb 5 - 1 February 25, 2019 Project Number: 19-3001.1 Portland Cement 9-01 Sand 9-03.1 (2). (As noted in 5-04.3(5)C for crack sealing) 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 3 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. 2019 Asphalt Overlays/Holcomb 5 - 2 February 25, 2019 Project Number: 19-3001.1 • 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 � t � i �pirance of AMAorlCrt� fll + Iatliil � � v Mixture far I`v� � ► c e Sccon 5- c► �ne � � �w � 04:3 9 G The Contracting Agency will WSDOT Standard test the mix design Statistical Evaluation practice QC-8 materials for compliance with Sections 9-03.8(2) and 9-03.8(6). The Contracting Agency Review of Form 350-042 may elect to test the mix Visual Evaluation for compliance with design materials, or Sections 9-03.8(2) and evaluate in accordance with 9-03.8(6)) 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 2019 Asphalt Overlays/Holcomb 5 - 3 February 25, 2019 Project Number: 19-3001.1 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 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 (March 5, 2018 APWA GSP) 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 & 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 2019 Asphalt Overlays/Holcomb 5 - 4 February 25, 2019 Project Number: 19-3001.1 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). • 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) appropriate for the required use. 5-04.2(2)B Using Warm Mix Asphalt Processes (March 5, 2018 APWA GSP) 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 (March 5, 2018 APWA GSP) Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31 st 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. 2019 Asphalt Overlays/Holcomb 5 - 5 February 25, 2019 Project Number: 19-3001.1 Minimum Surface Tem erature for Paving Compacted Thickness Wearing Course Other Courses (Feet) Less than 0.10 55-F 45-F 0.10 to .20 45-F 35-F More than 0.20 35-F 35F 5-04.3(2) Paving Under Traffic (March 5, 2018 APWA GSP) 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 (March 5, 2018 APWA GSP) 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. 2019 Asphalt Overlays/Holcomb 5 - 6 February 25, 2019 Project Number: 19-3001.1 2. Thermometric Equipment — An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be 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. 5-04.3(3)B Hauling Equipment (March 5, 2018 APWA GSP) 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 45°F 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 2019 Asphalt Overlays/Holcomb 5 - 7 February 25, 2019 Project Number: 19-3001.1 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. 5-04.3(3)C Pavers (March 5, 2018 APWA GSP) 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. Acopy 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 2019 Asphalt Overlays/Holcomb 5 - 8 February 25, 2019 Project Number: 19-3001.1 removed before paving proceeds. 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. Additionally, a material transfer device or vehicle (MTD/V) is only required to be used when paving Reiten Road on this project. 5-04.3(3)E Rollers (March 5, 2018 APWA GSP) Rollers shall be of the steel wheel, vibratory, oscilatory, 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 2019 Asphalt Overlays/Holcomb 5 - 9 February 25, 2019 Project Number: 19-3001.1 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 (March 5, 2018 APWA GSP) 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-1 h emulsified asphalt. The CSS-1 and CSS-1 h 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 2019 Asphalt Overlays/Holcomb 5 - 10 February 25, 2019 Project Number: 19-3001.1 uniformly at the specified rate of application and shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer. 5-04.3(4)A Crack Sealing (March 5, 2018 APWA GSP) 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 2019 Asphalt Overlays/Holcomb 5 - 11 February 25, 2019 Project Number: 19-3001.1 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 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 (March 5, 2018 APWA GSP) 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 (March 5, 2018 APWA GSP) In areas where HMA will not be placed, fill the cracks as follows: a. Cracks '/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 Planing for Pavement Repair (March 5, 2018 APWA GSP) The Contractor shall plane pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. Approximate locations of pavement repair areas are shown on the plans to aid in quantity estimating. Contractor shall notify the Engineer 7 calendar days in advance of pavement repair activities to allow the Engineer time to mark the repair areas in the field. The Contractor shall remove the marked pavement areas to the depth specified in the plans or as directed by the Engineer using a pavement grinder. The Contractor shall protect the pavement that is to remain. Delamination or raveling of the underlying pavement will not be construed as damage due to the Contractor's operations. Pavement outside the pavement repair areas shown. in the plan or designated by the Engineer 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. Any utility castings in the pavement repair areas shall be shall not be disturbed. The Contractor shall work only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not plane more area than can be completely backfilled during the same shift. The Engineer will make the final determination of the planing depth required. The minimum width of any pavement repair area shall be per the Plans. The planings and other debris resulting from planing operation shall become the property of the Contractor and shall be disposed of in accordance with Section 2-O3.3(7)C, or as otherwise allowed by the Contract. 2019 Asphalt Overlays/Holcomb 5 - 12 February 25, 2019 Project Number: 19-3001.1 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 2" lifts. Each lift shall be thoroughly compacted by a roller. 5-04.3(5) Producing/Stockpiling Aggregates and RAP (March 5, 2018 APWA GSP) 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 (March 5, 2018 APWA GSP) 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 25OF 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. 2019 Asphalt Overlays/Holcomb 5 - 13 February 25, 2019 Project Number: 19-3001.1 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 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 3/8" 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 JMF is being utilized to produce HMA, the material produced for each JMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF. 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 (March 5, 2018 APWA GSP) 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. 2019 Asphalt Overlays/Holcomb 5 - 14 February 25, 2019 Project Number: 19-3001.1 5-04.3(9) HMA Mixture Acceptance (March 5, 2078 APWA GSP) 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 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 JMF 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 conform to the following tolerances: Aggregate Percent Non-Statistical Commercial Passing Evaluation Evaluation' 1 ", 3/4", '/2", and 3/8" +/- 6% +/- 8% sieves No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. N/A and 5.5% max These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control points, except the tolerance limits for sieves designated as 100 percent passing will be 99-100. 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 3/4", '/2" 3/8", and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate 2019 Asphalt Overlays/Holcomb 5 - 15 February 25, 2019 Project Number: 19-3001.1 passing the No. 200 sieve. The adjusted JMF 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. 2019 Asphalt Overlays/Holcomb 5 - 16 February 25, 2019 Project Number: 19-3001.1 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 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 JMF: • 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 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/a", 1/2", 3/s" and No.4 2 sieves 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. 2019 Asphalt Overlays/Holcomb 5 - 17 February 25, 2019 Project Number: 19-3001.1 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. 2019 Asphalt Overlays/Holcomb 5 - 18 February 25, 2019 Project Number: 19-3001.1 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 (March 5, 2018 APWA GSP) 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 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 will 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. 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. 2019 Asphalt Overlays/Holcomb 5 - 19 February 25, 2019 Project Number: 19-3001.1 Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. 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 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. 2019 Asphalt Overlays/Holcomb 5 - 20 February 25, 2019 Project Number: 19-3001.1 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 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, with a maximum of 15 sublots per lot; the final lot for a mix design may be increased to 25 sublots. Sublots will be uniform in size with a maximum sublot size based on original Plan quantity tons of HMA as specified in the table below. 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 Original Plan Quantity Sublot Size (tons) (tons) <20,000 100 20,000 to 30,000 150 >30,000 200 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. 2019 Asphalt Overlays/Holcomb 5 - 21 February 25, 2019 Project Number: 19-3001.1 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 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 (March 5, 2018 APWA GSP) 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 2019 Asphalt Overlays/Holcomb 5 - 22 February 25, 2019 Project Number: 19-3001.1 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 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 PF; for any constituent or the CPF of a lot in progress is less than 0.75. 2019 Asphalt Overlays/Holcomb 5 - 23 February 25, 2019 Project Number: 19-3001.1 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 (March 5, 2018 APWA GSP) 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 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:1 V 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 '/2 of the compacted lift thickness and then taper down on a slope not steeper than 41-1:1V. 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. 2019 Asphalt Overlays/Holcomb 5 - 24 February 25, 2019 Project Number: 19-3001.1 Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application procedure. Construct the bridge paving joint seal as specified ion 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 Construct the paved panel joint seal in accordance with the requirements specified in section 5-O4.3(12)B1 and the following requirement: 1 . 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 (March 5, 2018 APWA GSP) 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 due to 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. 2019 Asphalt Overlays/Holcomb 5 - 25 February 25, 2019 Project Number: 19-3001.1 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 The planning plan must be approved by the Engineer and a pre planning meeting must be held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planning 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 2019 Asphalt Overlays/Holcomb 5 - 26 February 25, 2019 Project Number: 19-3001.1 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. 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 2019 Asphalt Overlays/Holcomb 5 - 27 February 25, 2019 Project Number: 19-3001.1 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. 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 peace 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 1-10.20, detailing each day's traffic control as it relates to the specific requirements of that day's planing and paving. Briefly describe the 2019 Asphalt Overlays/Holcomb 5 - 28 February 25, 2019 Project Number: 19-3001.1 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. 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 coordinations 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 2019 Asphalt Overlays/Holcomb 5 - 29 February 25, 2019 Project Number: 19-3001.1 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 planning 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, monitoring wells, street car rail, and castings, before planning, 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 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 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. 5-04.305) Sealing Pavement Surfaces (March 5, 2018 APWA GSP) 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. 2019 Asphalt Overlays/Holcomb 5 - 30 February 25, 2019 Project Number: 19-3001.1 5-04.3 0 6) HMA Road Approaches (March 5, 2018 APWA GSP) 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. 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) 2019 Asphalt Overlays/Holcomb 5 - 31 February 25, 2019 Project Number: 19-3001.1 2. Tensar GlasPave 25 3. Alliance Geosynthetics 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. Table 2.01 — Ph sical Properties of the asphalt interlay fabric Property ASTM Test Units Min. Avg. Method Roll Value Tensile Strength Ca) 00 200 Tensile Strength @ 900 D5035 Ibs/in 200 Tensile Elongation % < 5.0 Melting Point (glass) D276 OF (°C ) 450- (232-) Asphalt Retention D6140 al/ d2 0.10 Mass per Unit Area D5261 oz/ d2 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 OF) 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 remove 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." 2019 Asphalt Overlays/Holcomb 5 - 32 February 25, 2019 Project Number: 19-3001.1 In an overlay or milled surface application, repair all failed pavement areas prior to installation of the paving interlayer. Fill all cracks 1/a" 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 achieve a smooth, level surface with no gaps greater than 1/a" 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 901) 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 and Alliance Geosynthetics RM35 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 2019 Asphalt Overlays/Holcomb 5 - 33 February 25, 2019 Project Number: 19-3001.1 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 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. 2019 Asphalt Overlays/Holcomb 5 - 34 February 25, 2019 Project Number: 19-3001.1 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. 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 2019 Asphalt Overlays/Holcomb 5 - 35 February 25, 2019 Project Number: 19-3001.1 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. 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. 5-04.3(18) Speed Cushion Speed cushions shall be constructed out of HMA Class 1/2", PG58V-22 per the details included on the plans. SECTION 5-04.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.4 Measurement HMA Class 1/2", PG 58V-22 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. The 1 " pre-level described on the plans shall include filling potholes with HMA prior to the 1" pre-level with HMA. No measurement will be made for the installation, maintenance, and removal of temporary pavement markings. 2019 Asphalt Overlays/Holcomb 5 - 36 February 25, 2019 Project Number: 19-3001.1 Asphalt Interlay Fabric will be measured by the square yard of asphalt surface area, which is satisfactorily covered, sealed and accepted. PG Tack for Pavement Reinforcement will be measured by the gallon of material for the installation of Asphalt Interlay Fabric, which is properly applied, satisfactorily confirmed proper application rate with required documentation, and accepted by the Engineer. Speed Cushion shall be the entire width of the roadway and shall be measured per each as shown on the plans. SECTION 5-04.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per ton for "HMA Class 1/2". PG 58V-22" 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 this bid item. No payment will be made for temporary pavement markings. Temporary pavement markings shall be incidental to the project and cost shall be included in the various items of the Contract. "Planing Bituminous Pavement 2 Inch Thick" "Planing Bituminous Pavement 4 Inch Thick" The unit contract price per square yard for the above items shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(14). This includes but is not limited to complete compensation for all materials, tools, equipment and labor necessary or incidental to plane/grind the thickness specified on the plans, clean, sweep, haul, stockpile or dispose of the asphalt concrete pavement as specified on the plans or as directed by the Engineer. This also includes planing of existing asphalt on the concrete panels called out on the plans. No additional cost compensation shall be made for cold mix material to provide a temporary transition from planed areas to existing pavement. The areas of planing shown on the plans may be modified by the Engineer based on the condition of the existing pavement. Payment shall be made upon actual square yards planed/grind, regardless of the full planing capacity of the equipment used. The unit contract price per square yard for "Asphalt Interlay Fabric" constitutes complete compensation for furnishing all labor, materials, tools, equipment, and incidentals for performing the work involved in cleaning the surface to be sealed, furnishing and placing the interlay 2019 Asphalt Overlays/Holcomb 5 - 37 February 25, 2019 Project Number: 19-3001.1 fabric and sand, sand removal, in accordance with the requirements of these specifications. The unit contract price per gallon for "PG Tack For Pavement Reinforcement" constitutes complete compensation for furnishing all labor, materials, tools, equipment, and incidentals for performing the work involved in furnishing, applying, and documenting application of the hot asphalt binder, in accordance with the requirements of these specifications. The unit contract price per each for "Speed Cushion" shall be shall be full compensation for all costs incurred to remove the existing speed bump and construct the speed cushion as shown on the plans. This includes but is not limited to complete compensation for all materials, HMA, tools, equipment and labor necessary to remove the existing speed cushions (if needed), surface preparation, and installation of the speed cushions as shown on the plans. This bid item shall include all plastic markings shown on the speed cushion details including chevrons and BUMP lettering. Asphalt Cost Price Adjustment The Contracting Agency will make an Asphalt Cost Price Adjustment, either a credit or a payment, for qualifying changes in the reference cost of asphalt binder. The adjustment will be applied to partial payments made according to Section 1-09.9 for the following bid items when they are included in the proposal: "HMA Class 1/2", PG 58V-22" "HMA for Approach Cl. PG "HMA for Preleveling Cl. PG "HMA for Pavement Repair Cl. PG " "Commercial HMA" "PG Tack for Pavement Reinforcement" The adjustment is not a guarantee of full compensation for changes in the cost of asphalt binder. The Contracting Agency does not guarantee that asphalt binder will be available at the reference cost. The Contracting Agency will establish the asphalt binder reference cost twice each month and post the information on the Agency website at: http://www wsdot wa gov/Business/Construction/EscaIationClauses.htm The reference cost will be determined using posted prices furnished by Poten & Partners, Inc. If the selected price source ceases to be available for any reason, then the Contracting Agency will select a substitute price source to establish the reference cost. The base cost established for this contract is the reference cost posted on the Agency website with an effective date immediately preceding the bid opening date. 2019 Asphalt Overlays/Holcomb 5 - 38 February 25, 2019 Project Number: 19-3001.1 Adjustments will be based on the most current reference cost for Western Washington or Eastern Washington as posted on the Agency website, depending on where the work is performed. For work completed after all authorized working days are used, the adjustment will be based on the posted reference cost during which contract time was exhausted. The adjustment will be calculated as follows: No adjustment will be made if the reference cost is within 5% of the base cost. If the reference cost is greater than or equal to 105% of the base cost, then Adjustment = (Current Reference Cost — (1 .05 x Base Cost)) x (Q x 0.056). If the reference cost is less than or equal to 95% of the base cost, then Adjustment = (Current Reference Cost — (0.95 x Base Cost)) x (Q x 0.056). Where Q = total tons of all classes of HMA paid in the current month's progress payment. For PG Tack, adjustments shall be as follows: No adjustment will be made if the reference cost is within 5% of the base cost. If the reference cost is greater than or equal to 105% of the base cost, then Adjustment = (Current Reference Cost — (1 .05 x Base Cost)) X (QTACK) If the reference cost is less than or equal to 95% of the base cost, then Adjustment = (Current Reference Cost — (0.95 x Base Cost)) x (QTACK) QTACK = total tons of PG Tack installed for Pavement Reinforcement paid in the current month's progress payment. Use 233.7 gallons/ton to convert QTACK from gallons to tons. "Asphalt Cost Price Adjustment", by calculation. "Asphalt Cost Price Adjustment" will be calculated and paid for as described in this section. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. SECTIONS 5-04.5(1), 5-04.5(1)A AND 5-04,5(1)B ARE DELETED IN THEIR ENTIRETY. 5-04.5(1) Quality Assurance Price Adjustments 5-04.5(1)A Price Adjustments for Quality of HMA Mixture 5-04.5(1)B Price Adjustments for Quality of HMA Compaction 2019 Asphalt Overlays/Holcomb 5 - 39 February 25, 2019 Project Number: 19-3001.1 DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS, SAN 1 TARY SEWERS, WATER MA IN AND CONDO-ITS 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. The Contractor has the option of choosing the material except for those pipes specified on the plans to be a specific material. Reinforced Concrete Pipe (RCP) Class IV ........ 9-05.7(2) PVC Pipe.................................................... 9-05.12(1) Ductile Iron Pipe Class 50............................. 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. 2019 Asphalt Overlays/Holcomb 7 - 1 February 25, 2019 Project Number: 19-3001.1 SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment The unit contract price per lineal foot for "Storm Sewer Pipe 30 Inch Diameter" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include clearing and grubbing required to access the pipe catch basins on either end of the pipe, fittings, couplings, gaskets, connection to the existing catch basins, installation of reinforcing steel bars in sidewalk and curb as shown on the Reinforced Curb and Gutter Detail, 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 Catch basin grates, manholes and solid covers shall be ductile iron and of the locking type unless indicated otherwise on the plans and shall be in accordance with Kent Standard Plan 5-3M — 5-6MWSDOT Standard Plan B-30.70-03 as applicable. New lids shall read "SEWER" for sanitary sewer or "DRAIN" for storm sewer drain. ADA Frame and Grate shall conform to WSDOT Standard Plan B-30.15- 00 Alternative 1 . ADA Locking Frame and Grate shall conform to WSDOT Standard Plan B-30.15-00 and shall be non-skid as described in KSP 8-20.3(6). SECTION 7-05.3(9) 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, and the Kent Special Provisions. The Contractor shall coordinate with the following outside utility purveyor to adjust their corresponding utilities. 2019 Asphalt Overlays/Holcomb 7 - 2 February 25, 2019 Project Number: 19-3001.1 Project Area Purveyor 100th Ave. Soos Creek Sewer and Water District S 208th St. Russell Miller 425-531-4129 Project Area Purveyor Copper Hill (SE 224th St.) Kent Sewer • Soos Creek Water District (see above) Ramps on SE 279th Ct. Kent Sewer and the intersection of Water District 111 128th PI. and SE 280th St. Brent Lewis 253-495-8994 Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, but not to exceed 1-1/2 inches of the finished pavement surface. Note: 2019 Asphalt Overlays/Holcomb 7 - 3 February 25, 2019 Project Number: 19-3001.1 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. SECT/ON 7-05.5 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment The unit contract price per each for "Adjust Existing_ Catch Basin Frame and Grate to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to furnish and install adjustment risers and adjust cover/grade to final finished grade for all structures within the paving limits 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; regrouting as determine by the engineer and restoration. Any adjustments made prior to the final finished elevation shall be considered incidental. "Replace Existing Manhole Frame and Cover to Finished Grade" "Replace Existing Catch Basin Frame and Grate with ADA Frame and Grate" "Replace Existing Catch Basin Frame and Grate with ADA Locking 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 replace the existing manhole frame and cover, adjusting to the planed grade, and adjusting to final finished grade as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavating; dewatering; backfilling; compacting; surface restoration; removing and disposing the existing manhole lid, and providing and installing the new manhole lid. 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. 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 "Replace Existing Rectangular Frame and Cover with Round Frame and Cover" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to replace the existing rectangular frame and cover with a 2019 Asphalt Overlays/Holcomb 7 - 4 February 25, 2019 Project Number: 19-3001.1 round frame and cover per WSDOT Standard Plan B-30.70-03. The unit price bid shall include but not be limited to excavating; dewatering; backfilling; compacting; surface restoration; removing and disposing of the existing manhole lid, square to round converter, providing and installing the new manhole lid, adjusting to the planed grade, and adjusting to final finished grade. 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. Any frames, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.2 Materials All pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. All materials used for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. All materials used shall be subject to inspection by the City prior to use. The Contractor shall provide the City with shop drawings, manufacturer's specifications and certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and the manufacturer's recommended installation procedures. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions: Hot Mix Asphalt ............................... 5-04.2 Cement Concrete Pavement .............. 5-05.2 Culverts ......................................... 7-02.2 Storm Sewers ................................. 7-04.2 Manholes, Inlets and Catch Basins...... 7-05.2 Sanitary Sewer................................ 7-17.2 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 I I ...... 9-03.17 Bank Run Gravel for Trench Backfill .... 9-03.19 7-08.3 Construction Requirements The 30" diameter pipe shown to be removed and replaced on the plans is an outfall for a detention pond. In the winter, this pond contains standing water and overflows into this pipe. All costs associated with a stormwater bypass to remove water from the pipe work zone necessary 2019 Asphalt Overlays/Holcomb 7 - 5 February 25, 2019 Project Number: 19-3001.1 to remove and install the new storm pipe as described in the plans and specifications shall be paid under the bid item "Outfall Pipe Bypass". SECT/ON 7-08.3(1)A /S SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)A Trenches If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1 . Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. 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. 2019 Asphalt Overlays/Holcomb 7 - 6 February 25, 2019 Project Number: 19-3001.1 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 or I I meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02.3(3) of the Kent Special Provisions. SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)C Bedding the Pipe Bedding shall be placed in accordance with Standard Plan B-55.20-00. Bedding material shall be in accordance with Section 9-03.12(3) of the Kent Special Provisions. Pipe zone bedding shall be crushed surfacing top course. 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. 2019 Asphalt Overlays/Holcomb 7 - 7 February 25, 2019 Project Number: 19-3001.1 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 BYADD/NG THE FOLLOWING: 7-08.3(2)G Jointing of Dissimilar Pipe Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe will be done by the use of Cast Transition or reducing couplings (Romac 501 or equivalent). SECTION 7-08,3(2)H IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-08.3(2)H Sewer Line Connections Where indicated on the plans or where directed by the Engineer, connections shall be made to the existing storm drain/sewer systems by the Contractor in accordance with applicable portions of the WSDOT Standard Specifications and Kent Special Provisions in a workmanlike manner satisfactory to the Engineer. SECTION 7-08.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-08.3(2)J Pipe Laying - PVC For PVC pipe, the Contractor shall maintain a cover over the pipe to prevent temperature deformation caused by the sun and shall remove such cover only for a sufficient time to allow the pipe to be installed. When making field cuts of PVC pipe, a new reference line shall be marked on the spigot end a distance of 4-5/8 inches from said end. Said end will provide a visual means of determining whether full insertion of the spigot into the bell has been made during installation. SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(4) Plugging Existing Pipe Existing pipes being plugged shall be plugged with concrete at both ends and shall otherwise be in accordance with Section 7-08.3(4) of the WSDOT Standard Specifications. 2019 Asphalt Overlays/Holcomb 7 - 8 February 25, 2019 Project Number: 19-3001.1 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. 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 2019 Asphalt Overlays/Holcomb 7 - 9 February 25, 2019 Project Number: 19-3001.1 authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. SECTION 7-08.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.5 Payment The unit contract price per ton for "Foundation Material, Class I and I I" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place foundation material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. "Outfall Pipe Bypass," per Force Account in accordance with Section 1- 09.6. 7-12 VALVES FOR WATER MAINS SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH WITH THE FOLLOWING: 7-12.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Gate Valves...................................9-30.30) Valve Boxes ..................................9-30.3(4) Valve Marker Posts.........................9-30.3(5) Valve Stem Extensions ...................9-30.3(6) SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.3 Construction Requirements All valves shall have valve boxes installed with the cover lugs parallel to the direction of water flow. The Contractor shall coordinate with the following outside utility purveyor to adjust their corresponding utilities. Project Area Purveyor 100t" Ave. • Soos Creek Sewer and Water District S 208t" St. Russell Miller 425-531-4129 Copper Hill (SE 224t" St.) • Kent Sewer • Soos Creek Water District (see above) Ramps on SE 279t" Ct. • Kent Sewer and the intersection of • Water District 111 128t" Pl. and SE 280t" St. Brent Lewis 253-495-8994 2019 Asphalt Overlays/Holcomb 7 - 10 February 25, 2019 Project Number: 19-3001.1 SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-12.3(2) Replace Existing Valve Box Top Section and Lid See Section 9-30.3(4) of the Kent Special Provisions for material specifications. Where shown in the plans or where directed by the Engineer, the Contractor shall furnish and install new Valve Box Top Section and Lid on existing water valves in accordance with the details shown in the plans, these Kent Special Provisions or as directed by the Engineer. Lid shall be the locking type. On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed, at which time the center of each structure shall be relocated from referenced previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. 7-12.3(3) Adjusting Valve Boxes to Grade On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed, at which time the center of each structure shall be relocated from referenced previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. SECTION 7-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.4 Measurement Measurement of valve marker posts shall be incidental for new valve installations, and per each for valve marker post installed opposite an existing valve. Relocation and remarking of existing valve marker posts shall be incidental to the project. 2019 Asphalt Overlays/Holcomb 7 - 11 February 25, 2019 Project Number: 19-3001.1 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 price bid per each for "Replace Existing Valve Box Top Section and Lid to Finished Grade" constitutes complete compensation for all labor, materials and equipment required to furnish and install the valve box top and lid and adjust the top to final grade after the final lift of asphalt is placed. The costs of excavating, removing and disposing of the existing valve box top and lid are included in the unit bid price for replacing the valve box top and lid. Reference Kent Standard Plan 3- 7M. 2019 Asphalt Overlays/Holcomb 7 - 12 February 25, 2019 Project Number: 19-3001.1 DIVISION 8 - MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01.1 IS SUPPLEMENTED BYADDING 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 BYADDING THE FOLLOWING: 8-01.2 Materials Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed ....................................8-01 .3(2)B and 9-14.2 Fertilizer ...............................8-01 .3(2)B and 9-14.3 Mulch and Amendments ..........8-01 .3(2)D and 9-14.4 Tackifier ...............................8-01 .3(2)E and 9-14.4(7) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(1) General Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. 2019 Asphalt Overlays/Holcomb 8 - 1 February 25, 2019 Project Number: 19-3001.1 The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01.3(1)A IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1 . Dewatering Plan 2. Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work 4. Name and contact info for Contractor's CESCL SECTION 8-01.3(1) IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 8-01.3(1)F Applicable Regulations and Criteria All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1 . WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants prohibited 2019 Asphalt Overlays/Holcomb 8 - 2 February 25, 2019 Project Number: 19-3001.1 3. City of Kent 2002 Surface Water Design Manual 4. Construction Stormwater General Permit — WA Department of Ecology 8-01.3(1)G Water Quality Monitoring Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. 8-01.3(2) Seeding, Fertilizing and Mulching SECTION 8-01.3(2)B IS DELETED AND REPLACED WITH THE FOLLOWING: 8-01.3(2)B Seeding and Fertilizing Topsoil and all other unpaved and unsodded areas disturbed as part of this project shall be seeded. Hand Seeding shall be the method of seed application for this project. The Contractor shall notify the Engineer not less than 48 hours in advance of any seeding operation and shall not begin the work until areas prepared or designated for seeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. Seeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Hand Seeding shall be applied at the rate of 6 pounds per 1 ,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 2019 Asphalt Overlays/Holcomb 8 - 3 February 25, 2019 Project Number: 19-3001.1 Seed Mix B shall be used for seeded areas adjacent to grass lawns, sidewalk landscape areas, 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. The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before seeded has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the seeded 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. Mulch: As needed to meet requirements of Sections 8-01 .3(2)D and 9- 14.4. Fertilizer: All areas which are seeded shall receive fertilizer of the following proportions and formulation applied at the rate of 400 pounds per acre. All areas which are seeded shall receive fertilizer meeting the requirements of Section 9-14.3 of the Kent Special Provisions. Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. SECTION 8-01,3(2)F IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - April 1 to May 15 and August 15 to October 1 . Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. SECTION 8-01.3(2)G IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(2)G Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets and area drains open and free flowing. Protect all seeding against wind, storm, and trespassing. In seeded areas, treat and reseed damaged spots larger than one square foot. 2019 Asphalt Overlays/Holcomb 8 - 4 February 25, 2019 Project Number: 19-3001.1 SECTION 8-01.3(2)H IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(2)H I nspection 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 or re- fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot. Areas failing to show a uniform thick, healthy stand of grass after the maintenance period shall be reseeded consistent with the Kent Special Provisions at the Contractor's expense. Reseeded areas will be subject to inspection for acceptance. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. SECTION 8-01.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.5 Payment The unit contract price square yards for "Hand Seeding" shall be full pay for all labor, materials tools and equipment necessary to complete the above said hand seeding, fertilizing, and watering at the following areas: 2019 Asphalt Overlays/Holcomb 8 - 5 February 25, 2019 Project Number: 19-3001.1 1 . All lawn areas or areas disturbed by the Contractor's operations behind the sidewalk, even where it is only a narrow strip. 2. Sidewalk landscape area. 3. Other areas as directed by the Engineer. The unit contract price per each for "Inlet Protection" shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. No other further compensation will be made. The unit 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. 8-02 ROADS I DE RESTORAT I ON 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). SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.2 Materials Materials shall meet the requirements of the following sections: Topsoil Type A, Type B, and Type C............. 9-14.1 (1), (2), (3) Seed ....................................................... 9-1 4.2 Fertilizer.................................................. 9-14.3 Mulch and Amendments ............................ 9-14.4 Wood Cellulose Fiber ................................ 9-14.4(2) Special Planting Mixture ............................ 9-14.4(11) Matting .................................................. 9-14.5 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(1) Responsibility During Construction The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the 2019 Asphalt Overlays/Holcomb 8 - 6 February 25, 2019 Project Number: 19-3001.1 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) Planting Area Weed Control During the maintenance period, all weeds are to be removed by hand. SECTION 8-02.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.4 Measurement Topsoil Type A will be measured by the cubic yard of material furnished on the project. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.5 Payment The unit contract price per cubic yard for "Topsoil Typ-Q A" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. 8-04 CURBS GUTTERS, AND SPILLWAYS SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways Prior to removal of cement concrete curbs, gutter and spillways, the Contractor must place a flow line offset to confirm that curb and gutter are constructed to its original location. If the curb and gutter flow line is found to deviate from the flow line shown on the plans by more than 0.03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment Add the following to Section 8-04.5 of the WSDOT Standard Specifications: 2019 Asphalt Overlays/Holcomb 8 - 7 February 25, 2019 Project Number: 19-3001.1 The unit contract price per linear foot for "Pedestrian Curb" shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer.8-14.5 The unit contract price per linear foot for "Cement Concrete Curb and Gutter" shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. This bid item will include depressed curb, rolled curb, vertical curb and all transitions between curbing types as specified on the plans. 8-12 CHAIN LINK FENCE AND WIRE FENCE SECT/ON 8-12.4 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.4 Measurement Remove and Replace Existing Chain Link Fence with Gate 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. Remove and relocate or replace fence shall be measured along that portion of the fence which must be removed in order to perform necessary work. Gates shall be included in the fence measurement. Measurement for payment will be between the closest posts which remain undisturbed by the work. If the Contractor removed additional fence for their convenience, restoration of the additional length of fence shall be at their sole expense. SECT/ON 8-12.5 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.5 Payment The unit contract price per linear foot for "Remove and Replace Existing Chain Link Fence with Gate" constitutes complete compensation for all materials, tools, labor and equipment required for removal and replacement of the existing chain link fence and gate as shown on the plans and described in the specifications. 8-13 MONUMENT CASES SECT/ON 8-13.1 /S 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 and casing shall not be disturbed. This work also includes referencing for future locates prior to construction activities. 2019 Asphalt Overlays/Holcomb 8 - 8 February 25, 2019 Project Number: 19-3001.1 SECTION 8-13.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-13.2 Materials Riser............................................ 9-22.1 SECTION 8-13.2 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 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 and a riser 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 8-13.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-13.4 Measurement Measurement per each for "Install New Riser for Monument's Case and Cover to Finished Grade" will be by the unit of each new monument's riser installed. SECTION 8-13.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-13.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: The unit contract price per each for "Install New Riser for Monument's Case and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to protect the existing monument and adjust the monument's case and cover to finished grade with a new riser 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- 72aM and 6-72bM. 2019 Asphalt Overlays/Holcomb 8 - 9 February 25, 2019 Project Number: 19-3001.1 8-14 CEMENT CONCRETE SIDEWALKS SECTION 8-14. 1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-14.1 Description This work shall also consist of constructing sidewalk ramp fo the type and location, and in accordance to the slopes and dimensions, shown in the plans. SECTION 8-14.3(2) IS SUPPLEMENTED WITH THE FOLLOWING: 8-14.3(2) Forms The Contractor shall match existing curb return including radius and elevations unless otherwise noted. The Contractor is responsible for obtaining the horizontal and vertical information needed from the existing curb to construct the new curb in the same location. The Inspector may spot check formwork with an electronic level and/or measuring tape. Inspector spot check of formwork does not release the Contractor of its obligation to meet the Contract requirements. The Contractor is responsible for establishing and verifying that all curb ramp slopes complies with the Contract Plan. 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 traverse direction with a stiff bristled broom. The curb face and top on the monolithic cement concrete curb and sidewalk and the cement concrete sidewalk with raised edge shall be smooth. Expansion and contraction joints shall be constructed as shown in the Standard plans. When the sidewalk abuts a cement concrete curb or curb and gutter, the expansion joints in the sidewalk shall have the same spacing as the curb. Curb ramp cross slope shall be constructed to not exceed 1 .5% cross slope. Curb ramp running slopes shall be constructed to not exceed noted ramp running slopes in the plans. Landing shall be constructed to not exceed slopes noted in the plans. Curb ramps shall be of the type specified in the Plans and shall include the detectable warning surface. The detectable warning pattern shall have the truncated dome shape shown in the Standard Plans. The two- foot wide detectable warning surface, unless specified, shall be yellow 2019 Asphalt Overlays/Holcomb 8 - 10 February 25, 2019 Project Number: 19-3001.1 and shall match the color of "Standard Interstate Yellow" paint as specified in Formula K-2-83. SECTION 5-14.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.3(5) Detectable Warning Surface Detectable warning surface (Truncated domes) placed on asphalt or an existing surface including asphalt ramps or existing concrete ramps where specified on the plans shall be yellow, non-skid Vanguard ADA Systems - Detectable Warnings or an approved equal and shall be installed by a licensed Vanguard installer per the manufacturers specifications. The detectable warning surface used shall be continuously 2' wide along curb ramp radii with no gaps. SECTION 5-14.5 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 Parallel A," per each "Cement Concrete Sidewalk Ramp Type Parallel B," per each "Cement Concrete Sidewalk Ramp Type Single Direction A," per each "Cement Concrete Sidewalk Ramp Type Combination," 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, sidewalk ramps, and detectable warning surface as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under separate bid items. Unit price shall also include all work necessary to discontinue sidewalk panels at locations of existing power poles. The detectable warning surface (DWS) for each cement concrete sidewalk ramp type is included in this bid item unless the DWS is label as bid item 1096 on the plans. The unit bid per square foot for "Detectable Warning Surface" constitutes complete compensation for all materials, labor, tools and equipment necessary to install the Vanguard detectable warning surface per the manufactures recommendation and in full compliance with ADA requirements. This bid item is only for detectable warning surfaces (DWS) labeled as bid item 1096 on the plans. The DWS for cement concrete sidewalk ramp type is not included in this bid item. 2019 Asphalt Overlays/Holcomb 8 - 11 February 25, 2019 Project Number: 19-3001.1 8-18 MAILBOX SUPPORT SECTION 8-18.3 IS REVISED AS FOLLOWS: 8-18.3 Construction Requirements THE SECOND PARAGRAPH IS REPLACED WITH THE FOLLOWING: The existing mailboxes are to be relocated to accommodate the new construction. Within 24 hours of being removed, existing mailboxes shall be reset at a temporary or permanent location. See Kent Standard Plan 6-70bM and 6-70cM. THE THIRD PARAGRAPH IS REPLACED WITH THE FOLLOWING: New mailbox supports which are not to be installed within sidewalks or walkways, shall be backfilled with adjacent native material and compacted to the satisfaction of the Engineer. Mailbox supports which are to be installed within sidewalks or walkways shall be enclosed within 8 inch diameter PVC sleeves and then backfilled with adjacent native material and compacted to the satisfaction of the engineer. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS INTELLIGENT TRANSPORTATION SYSTEMS, AND ELECTRICAL SECTION 8-20.3(6) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes Slip-resistant surfaces (non-skid) shall have a static coefficient of friction (COF) of 0.6 and WSDOT initial approval such as the Mebec1 (their most aggressive surface) manufactured by I KG Industries, SlipNOT Grade 3 — coarse manufactured by W.S. Molnar Company or the TH605 manufactured by Thermion, Inc. 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. In no case shall epoxy splice kits be permitted. 2019 Asphalt Overlays/Holcomb 8 - 12 February 25, 2019 Project Number: 19-3001.1 SECTION 8-20.3(10) IS REVISED AS FOLLOWS: 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(14)C IS REVISED AS FOLLOWS: 8-20.3(14)C Induction Loop Vehicle Detectors THE LAST SENTENCE IN ITEM 2 IS REVISED TO READ: Each additional loop installed in the lane shall be on 12 foot centers. ITEM 4 IS REVISED AS FOLLOWS: 4. All content after the first sentence is DELETED. ITEM 9 AND ITEM 10 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 CrafcoTm Loop Detector Sealant 271 , or approved equal. Installation shall conform to the manufacturer's recommendations. 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 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. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment "Non-skid Type 1 Junction Box Frame and Cover" "Non-skid Type 3 Junction Box Frame and Cover" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to replace the frame and cover as described above and adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This 2019 Asphalt Overlays/Holcomb 8 - 1 3 February 25, 2019 Project Number: 19-3001.1 work includes but shall not be limited to: referencing for future locates, excavating, backfilling, compacting, surfacing and restoration. Adjusting the grade by adding or removing risers, rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "6' Diameter Traffic Loop" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to provide and install a traffic loop to the size and location shown on the drawings and in accordance with the Kent Special Provisions and WSDOT Standard Specifications. The unit bid shall include but not be limited to: saw cutting the pavement; the first 30 lineal feet of lead-in wire, sealing; connect new wiring to existing home run cable; testing and any additional labor, grinding to open and re-welding to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Bid item shall also include any concrete curb and gutter cutting, sealing, and restoration needed for loop and wire installation. Note: The Contractor shall vacuum up all slurry produced during saw cutting for traffic loops and dispose of offsite in accordance with applicable regulations. The unit contract price per lineal foot for "Additional Lead-In Wire" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the additional lead-in wire at the location shown on the plans and described in the specifications. The unit bid shall include but not be limited to: saw cutting the pavement; wiring; sealant; connect new wiring to existing home run wire; testing and any additional labor, grinding to open and re-welding to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Bid item shall also include any concrete curb and gutter cutting, sealing, and restoration needed for loop and wire installation. NOTE: This bid item will be paid based on the lineal footage of saw cutting, regardless of the lineal footage or number of lead-in wire. Measurement begins after the first 30' of individual loop home run cable and saw cut or after two or more loop wire/cuts are combined together to form a lead in. 8-21 PERMANENT S I GN I NG 8-21.3 Construction Requirements SECT/ON 8-21.5 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.5 Payment The unit contract price per square foot for "Permanent Signing Including Post" shall constitute complete compensation for all labor, materials, supplies, tools and equipment necessary to supply and install the traffic sign as shown on the plans and described in the 2019 Asphalt Overlays/Holcomb 8 - 14 February 25, 2019 Project Number: 19-3001.1 specifications. This bid item shall include but is not limited to: providing and installing the sign, and cleanup. The unit contract price per lump sum for "Remove and Relocate Existing Sign" constitutes complete compensation for all labor, materials, supplies and equipment necessary to either remove, temporarily alter, relocate and reinstall traffic and/or informational 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 pairs of parallel SOLID WHITE lines, 8-feet long, 8 inches wide, aligned parallel with the direction of traffic, with an 8 inch space between the lines. Pairs are located as shown in Kent Standard Plan 6-75. THE TEXT UNDER TWO WAY LEFT TURN STRIPE IS REPLACED WITH THE FOLLOWING: A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4 inch space. The broken or "skip" pattern shall be based upon the City's 12-foot line and a 30-foot space, except where the existing paint markings use a different pattern in which case the existing pattern will be used. The solid line shall be installed to the right of the broken line in the direction of travel. THE FOLLOWING NEW PAVEMENT MARKING IS ADDED: Yellow Painted Curb A SOLID YELLOW stripe,just wide enough to completely cover the concrete curbing. SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials 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 Railroad Crossing makings Type B (Pre-Formed Fused Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Bike Lane Symbols • Plastic Speed Bump markings 2019 Asphalt Overlays/Holcomb 8 - 15 February 25, 2019 Project Number: 19-3001.1 Type D (Liquid Cold Applied Methyl Methacrylate) plastic material shall be used when applying the following pavement markings. • Plastic Traffic Arrows • Plastic Traffic Letters • Profiled Plastic lane lines • Plastic flat long lines • Plastic wide lane lines • Plastic Bike Lane Lines • Profiled Plastic Double Yellow Centerlines • Profiled Plastic Two-Way Left Turn Lane Lines 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 OF (190 °C to 230 °C) 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(54°C), and show no deformation or flaking at temperatures between —10 OF to 140 OF (- 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. 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 WITH 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. Traffic Letters shall be constructed in accordance with WSDOT Standard plans M-80.20-00 and M-80.30-00. Directional striping shall be placed on a clean and dry asphalt surface and shall be 8 inch wide, yellow, cane- detectable and non-skid 2019 Asphalt Overlays/Holcomb 8 - 16 February 25, 2019 Project Number: 19-3001.1 manufactured by Vanguard called GuideStrip Directional and shall be installed by a licensed Vanguard installer per the manufacturers specifications. SECTION 8-22.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.30) 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 6-74M. Approval by the Engineer is required before the placement of permanent pavement marking. 8-22.3 Construction Requirements SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 8-22.3(2) Preparation of Roadway Surfaces The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1). SECTION 8-22.3(3) IS SUPPLEMENTED BYADDING 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. 2019 Asphalt Overlays/Holcomb 8 - 17 February 25, 2019 Project Number: 19-3001.1 SECT/ON 8-22.3(3)B /S 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 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 a 6-foot unit consisting of a 2-foot line and a 4-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. Bike Lane Line - A solid white line 8 inches wide that is used to delineate a bike lane adjacent general purpose lanes. 2019 Asphalt Overlays/Holcomb 8 - 18 February 25, 2019 Project Number: 19-3001.1 Dotted Bike Lane Line - A dotted white line 8 inches wide with the dotted pattern based on an 8-foot unit consisting of a 2-foot line and a 6-foot gap. Bike Lane Dotted Line is used to discontinue a Bike Lane Line in advance of right-turns at major intersections or corresponding with transit stops. Yellow Painted Curb A SOLID YELLOW stripe, wide enough to fully cover the concrete curbing. Crosswalk Stripe A series of pairs of parallel SOLID WHITE lines, minimum 8-feet long as shown in Kent Standard Plan 6-75M. The 4 ft x 4 ft clear space beyond the curb face of a curb ramp shall be contained within the width of the crosswalk. 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 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 be 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). 2019 Asphalt Overlays/Holcomb 8 - 19 February 25, 2019 Project Number: 19-3001.1 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 will be allowed for the removal of long line pavement markings. Vacuum shrouded equipment, or other equally effective means, shall be used to contain and collect all debris and excess water. Collected water and debris shall be disposed of off the project site in accordance with Department of Ecology or other federal, state or local regulations. The removal of raised pavement markers shall be incidental to the removal of the associated marking. Where the project involves overlay or pavement, paint stripes do not have to be obliterated unless specifically called for on the Project Plans, or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed prior to any overlay of pavement or where the roadway is being rechannelized or where specified on the Plans. Also see Section 8-09.30) of the Kent Special Provisions. The City has not shown the existing pavement markings on the plans. The bidder shall visit the site to determine the extent, location and type of items to be removed. SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.4 Measurement "Single Solid Plastic Edge Line" "Profiled Plastic Skip Lane Line" "Solid Plastic Wide Lane Line" The measurement for the above items will be based on the total length of each plastic line installed. No deduction will be made for the unmarked area when the marking includes a broken line such as, wide broken lane line, skip line, drop lane line, or wide dotted lane line. "Profiled Plastic Double Yellow Centerline" will be based on the total length of double yellow centerline installed. The per linear foot measurement includes both lines which form the double yellow centerline. "Profiled Plastic TWLTL Line" The measurement for the above items will be based on the total length of each 4 inch wide plastic line installed. No deduction will be made for the unmarked area when the marking includes a broken line such as, 2019 Asphalt Overlays/Holcomb 8 - 20 February 25, 2019 Project Number: 19-3001.1 center line, dotted line, dotted extension line, center line with no-pass line, lane line, reversible lane line, or two-way left-turn center line. SECTION 8-22.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.5 Payment "Single Solid Plastic Edge Line" per linear foot "Profiled Plastic Double Yellow Centerline," per linear foot "Profiled Plastic Skip Lane Line," per linear foot "Solid Plastic Wide Lane Line" per linear foot "Plastic Stop Line (24 inch wide)," per linear foot "Profiled Plastic TWLTL Line," per linear foot The unit bid per linear foot for "Directional Striping" constitutes complete compensation for all materials, labor, tools and equipment necessary to install the Vanguard GuideStrip Directional per the manufactures recommendation and in full compliance with ADA requirements. 8-23 TEMPORARY PAVEMENT MARKINGS SECTION 8-23.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.4 Measurement No measurement will be made for the installation, maintenance, and removal of temporary pavement markings. SECTION 8-23.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.5 Payment No payment will be made for temporary pavement markings. Temporary pavement markings shall be incidental to the project and cost shall be included in the various items of the contract. 8-33 TREE REMOVAL FOR CONSTRUCTION IMPROVEMENTS SECTION 8-33 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-33.1 Description This work shall consist of cutting and removal of tree(s) and Stump(s) identified on the plans. Many trees are adjacent to overhead utilities. 8-33.3 Construction Requirements The contractor shall cut and transport trees to an approved off-site location. All stumps will be grubbed and disposed of by the Contractor off-site. The planter area where the stump was shall be restored to 2019 Asphalt Overlays/Holcomb 8 - 21 February 25, 2019 Project Number: 19-3001.1 match existing with native soil or gravel borrow as directed by the Engineer and a 6" wearing course of topsoil and then hand seeded. The Contractor shall coordinate with all utility providers encountered including but not limited to PSE, Comcast and CenturyLink as required prior to falling trees adjacent to overhead utilities. The Contractor shall coordinate with property owners when construction activities impact private property. The Contractor shall include all cost associated with the above referenced in the unit contract price for Remove Existing Landscape Tree. 8-33.4 Measurement "Remove Existing Landscape Tree" shall be measured per each. Landscape trees are identified on the plans and range from 5-25" DBH (diameter breast height, defined as 4'-0" above ground). 8-33.5 Payment The unit contract price for "Remove Existing Landscape Tree" per each shall be full pay for all labor, materials, tools and equipment necessary for but not limited to, cutting, excavation, stump removal, hauling from site, backfill and compaction, restoration, and cleanup as shown on the plans and described in the specifications. Gravel Borrow, topsoil and hand seeding shall be paid for under the respective bid items, 2040, 2400, and 2405. 2019 Asphalt Overlays/Holcomb 8 - 22 February 25, 2019 Project Number: 19-3001.1 DIVISION 9 - MATERIALS 9-02 B I TUM I NOUS MATER 1 ALS SECTION 9-02,1(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-02.1 (4) Performance Graded Asphalt Binder (PGAB) Performance Graded (PG) Asphalt Binder PG asphalt binder meeting the requirements of AASHTO M 332 Table 1 of the grades specified in the Contract shall be used in the production of HMA. For HMA with greater than 20 percent RAP by total weight of HMA, or any amount of RAS, the new asphalt binder, recycling agent and recovered asphalt (RAP and/or RAS) when blended in the proportions of the mix design shall meet the PG asphalt binder requirements of AASHTO M 332 Table 1 for the grade of asphalt binder specified by the Contract. In addition to AASHTO M 332 Table 1 specification requirements, PG asphalt binders shall meet the following requirements: Additional Requirements by Performance Grade (PG) Asphalt Binders Property Test PG58H-22 PG58V-22 PG64H-28 PG64V-28 P y Method RTFO Residue: Average AASHTO T 30% Min. 25% Min. 30% Min. Percent 350' Recovery @ 3.2 kPa 'Specimen conditioned in accordance with AASHTO T 240 — RTFO. The RTFO J ra;ff and the PAV direct tension specifications of AASHTO M 332 are not required. 9-03 AGGREGATES SECTION 9-03, 12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION AND REPLACING IT WITH THE FOLLOWING: SECTION 9-03. 14(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.14(1) Gravel Borrow Gravel Borrow material shall consist of pit-run granular material conforming to the following gradation: Sieve Size Percent Passing 3 Inch* 100 3/4 Inch 65 - 100 U.S. No. 4 25 - 70 U.S. No. 10 10 - 50 2019 Asphalt Overlays/Holcomb 9 - 1 February 25, 2019 Project Number: 19-3001.1 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. 9-14 EROSION CONTROL AND ROADSIDE PLANTING SECTION 9-14.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.1 (1) Topsoil Type A Topsoil Type A (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." 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 2019 Asphalt Overlays/Holcomb 9 - 2 February 25, 2019 Project Number: 19-3001.1 *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 9-14.4(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. 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 9-14.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 9-14.1 (1)C Sandy Loam Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading: Passing 1 inch sieve (square opening) ......... 100% Passing 1 mm sieve .................................. 80% minimum Passing 0.15 mm sieve .............................. 15% maximum SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2 Seed Hydroseed: Seed shall be "Blue Tag" or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. Grasses used shall meet the following specifications: 2019 Asphalt Overlays/Holcomb 9 - 3 February 25, 2019 Project Number: 19-3001.1 Mix A (Roadside and Erosion Control Grass): Weight Seed Mix "A" Min. % Min. % Max. % Proportion Ingredient Pure Seed Germination Weed Seed 40% Perennial R e rass 98% 90% 0.5% 40% Creeping Red Fescue 98% 85% 0.5% 10% Colonial Bent grass 98% 90% 0.5% 10% White Dutch Clover 98% 90% 0.5% (Pre-inoculated) Mix B (Landscaped Area Grass): Weight Seed Mix "B" Min. % Min. % Max. % Proportion Ingredient Pure Seed Germination Weed Seed 15% Creeping Red Fescue 95% 90% 0.5% 10% Chewin s Fescue 95% 90% 0.5% 40% Perennial R e rass 95% 90% 0.5% 20% Alta Tall Fescue 95% 90% 0.5% 15% Annual R e rass 95% 90% 0.5% The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. SECT/ON 9-14.3 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.3 Fertilizer Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6-10-8). Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: Total available Nitrogen ........... 16% of weight (of which 50% is derived from ureaform) Total available Phosphorous ..... 16% of weight Total available Potassium......... 16% of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: Total available nitrogen ........... 21% (Analyzed as N) 2019 Asphalt Overlays/Holcomb 9 - 4 February 25, 2019 Project Number: 19-3001.1 Available phosphorous............. 0% (Analyzed as P205) Available potassium ................ 10% (Analyzed as K20) Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. 9-14.4 Mulch and Amendments SECTION 9-14.4(8) IS SUPPLEMENTED BYADDING THE FOLLOWING: 9-14.4(8) Compost Compost shall not contain any sawdust, straw, green or under- composed organic matter, under-sterilized manure or toxic or otherwise harmful materials. SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 9-14.4(12) Wood Cellulose Fiber Wood cellulose mulch shall be specially processed 100 percent virgin wood fiber containing no growth or germination-inhibiting ingredients. It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water, the fibers in the material will become uniformly suspended to form a homogenous slurry. When hydraulically sprayed on the ground, the material shall allow the absorption and percolation of moisture. Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier or approved equal. Organic matter content shall be at least 93 percent on an oven-dry basis as determined by ASTM D 586. The moisture content shall be no more than 15 percent as determined by oven dried weight. Each package of the cellulose fiber shall be marked by the manufacturer to show the dried weight content. 9-28 S I GN I NG MATER I ALS AND FABR 1 CAT 1 ON 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 2019 Asphalt Overlays/Holcomb 9 - 5 February 25, 2019 Project Number: 19-3001.1 HAVE VIP SIGNS AND CLASS A TEMPORARY DIAMOND GRADE RETRO- REFLECTORIZED SHEETING, UNLESS NOTED OTHERWISE IN THE PLANS. "NO PARKING ANYTIME" signs shall have engineer grade retro- reflectorized sheeting. SECTION 9-28.94(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.14(2) Steel Structures and Posts Sign posts shall be Telespar metal post, 2"x2" square tube, 14 gauge, with pre-punched holes, or approved equivalent. Sign post shall be installed in strict conformance with Kent Standard Plan 6-82aM. 9-30 WATER DISTRIBUTION MATERIALS SECTION 9-30.3(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(4) Valve Boxes Valve boxes shall be installed on all buried valves and conform to Kent Standard Plan 3-7. The box shall be of cast iron, 2-piece design with a base corresponding to the size of the valve and the top section. The box shall be coal-tar painted by the manufacturer using industry standards. The valve box top section shall be an Olympic Foundry No. 940. The cover shall be an Olympic Foundry deep skirt No.. 940 DS, have the word "WATER" cast into it, and shall be of the non-locking type, unless a locking cover is specifically called for in the Kent Special Provisions or shown on the plans. The bottom section shall be an Olympic VB-1 C or approved equal. A 3 feet x 3 feet x 6 inches concrete pad, flush with finish grade, shall be poured around each valve box top section not located within asphalt or concrete finished areas. Valve box covers shall have the lugs or stainless cap screws installed parallel to the direction of water flow. 9-34 PAVEMENT MARKING MATERIALS IN THE THIRD PARAGRAPH, THE TABLE TITLED "METAL CONCENTRATION LIMITS" IN SECTION 9-34.4 IS REVISED WITH THE FOLLOWING: Metal Concentration Limits Element Test Method Max. Parts Per Million ( m) Arsenic EPA 3052 SW-846 6010C 10.0 Barium EPA 3052 SW-846 6010C 100.0 Cadmium EPA 3052 SW-846 6010C 1 .0 Chromium EPA 3052 SW-846 6010C 5.0 Lead EPA 3052 SW-846 6010C 50.0 Silver EPA 3052 SW-846 6010C 5.0 Mercury EPA 3052 SW-846 7471 B 4.0 2019 Asphalt Overlays/Holcomb 9 - 6 February 25, 2019 Project Number: 19-3001.1 KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. WATER 3-7M Valve Box and Operating Nut Extender 3-22M Typical Water Main Trench STORM 5-3M Misc. Details for Drainage Structures 5-4M 20" x 24" Catch Basin Frame 5-5M 20" x 24" Vaned Grate 5-6M 20"x24" Bi-Directions Vaned Grate 5-37 Storm Drain Markers STREET 6-33M Cement Concrete Curbs 6-34M Curb and Sidewalk Joint Example 6-35M Expansion and Contraction/Control Joints 6-70bM Mailbox Installation Type 2 (sheet 2 of 3) 6-70cM Mailbox Installation Type 1 and 2 (sheet 3 of 3) 6-72aM Standard Monument, Monument Case, Cover and Riser 6-72bM 7" Diameter Monument Case Riser 6-74M Typical Lane Markings 6-75M Thermoplastic Crosswalk Markings 6-76M Thermoplastic Arrows, Stop Bars & Only Legend 6-82aM Sign Post Installation Type A 6-93 Standard Junction Box Types 1 & 2 (2 sheets) 6-98M Induction Loop Details 6-99M Induction Loop Installation Notes 6-100M Induction Loop Placement 2019 Asphalt Overlays/Holcomb A - 1 February 25, 2019 Project Number: 19-3001.1 C/L OLYMPIC FOUNDRY VB 940 WITH TWO(2)INCH"DEEP SKIRT"COVER. THE COVER SHALL BE MARKED "WATER". SEE NOTES 3,4,AND 5. SLOPE AWAY 2%MAX(TYP) 3' : \ 4" X E SEE NOTE 3_� 0 ° a a c . d CARE SHALL BE TAKEN IN --- - - °-T ---�--- a� a --- BACKFILL OPERATIONS a ENSURING OPERATING NUT I WATER MAIN IS IN CENTER AT ALL TIMES WATER — _ I LJ ° ° DIRECTION BASE SECTION: RICH 24" I OPERATING m: 1°b a p d VALVE BOX BOTTOM, NUT EXTENDER --- - Q-- ---° o a OLYMPIC NO.VB1C OR I AS NEEDED PRE APPROVED EQUAL AND (BELOW RIGHT) SHALL BE COMPATIBLE u' WITH TOP SECTION 3'x3'x4"THICK CONCRETE > (3,000 PSI)PAD AROUND VALVE COVER IN UNPAVED AREAS PLAN VIEW 4 2" SQUARE OPERATING NUT ROCK GUARD, 4 1/4" DIA. 1/8" MIN.THICK 0 = w F— Lu w VALVE BOX WITH z z OPERATING NUT EXTENDER J Ln a NOTES: 3/4"SOLID STEEL ROD. 1. EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE(3) FEET BELOW FINISHED GRADE. 2. EXTENSIONS SHALL BE SIZED AS NEEDED,AND PAINTED WITH TWO(2) COATS OF METAL PAINT. F1 3, EARS,LUGS OR STAINLESS CAP OPERATING NUT EXTENDER SCREWS(TRANSMISSION MAINS NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT ONLY)ON COVER SHALL BE ALIGNED AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WITH DIRECTION OF WATER FLOW, �yFREy ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT SEE PLAN VIEW. S pF WAS�I�j THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. q �� CITY OF KENT 4. FOR ADDITIONAL REQUIREMENTS AND - ' ? o� ENGINEERING DEPARTMENT USE SEE CITY OF KENT DESIGN AND CONSTRUCTION STANDARDS 3.19.E • VALVE BOX AND AND C OR KENT SPECIAL PROVISIONS KENT OPERATING NUT EXTENDER 9-30.3(4)AND(6). 38296 w.sR "orow lSTEgF� l DESIGNED COK SCALE NONE STANDARD PLAN 5. VALVE BOX SHALL BE CENTERED OVER �SSIO NAL E DRAWN CHEC D col DATE FEBRUARY zois 2"SQUARE OPERATING NUT. ENGINEER 3-7 M APPROVED UNPAVED AREAS PAVED AREAS PAVEMENT RESTORATION PER STANDARD PLANS 6-64 THRU 6-68 EXISTING PAVEMENT SURFACE RESTORATION AS SAWCUT(TYP.) SURFACE SPECIFIED ON APPROVED PLANS GRAVEL BORROW PER WSDOT 9-03.14 OR SUITABLE EXCAVATED ` SEE STANDARD PLANS 6-64 MATERIAL COMPACT TO 90% THRU 6-68 FOR TRENCH MINIMUM OF MAXIMUM DENSITY \/% RESTORATION UNDER 36" MIN. 48"MIN. IN UNPAVED AREAS \//� PAVEMENTS 10"OR 12"OR \\� GREATER GREATER PIPE SIZE PIPE SIZE � j/ +;-. ..X12 MIN. 1\/i/\ PIPE ZONE MATERIAL SHALL BE 5/8"CSTC Z\/\ ✓ '' PER WSDOT 9 03,15. %\ < PIPE / �// ? t ' 4" MIN. SEE NOTE 2 f \ SEE NOTE 1 NOTE: UNPAVED AREAS PAVED AREAS 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE: 30" FOR PIPE UP TO AND INCLUDING 12" NOMINAL DIAMETER. O.D. PLUS 16" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER. 2. WHEN POOR QUALITY FOUNDATION MATERIAL IS ENCOUNTERED BELOW THE BEDDING MATERIAL,THE CONTRACTOR SHALL OVER-EXCAVATE AND IMPORT BACKFILL MATERIAL MEETING THE REQUIREMENTS OF WSDOT STANDARD SPEC 9-03.9(2)OR KENT SPECIAL PROVISION 9-03.17 WHEN DIRECTED BY THE ENGINEER.THE USE OF GEOTEXTILE SEPARATION FABRIC MAY ALSO BE REQUIRED TO STABILIZE THE BASE. 3. BENCH AS NEEDED FOR SHORING OR TRENCH BOX(TYP.)WHEN DEPTH OF TRENCH IS 4 FT.AND GREATER. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WAS� �FFA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��pF I�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, CITY OF KENT 0�C� ENGINEERING DEPARTMENT KENT TYPICAL WATER MAIN TRENCH 38296 WAIIHINOTON 9 w� O� GIST �1 � DESIGNED COK COK SCALE NONE STANDARD PLAN N �SSIQNAL CHECKED DATE MARCH. 2018 3-2 2 M ENGINEER APPROVED �. #6 BARS @ 7"CENTERS �. BOTTOM FACE WITH 20"x 24",OR 1" MIN.COVER 24"DIAM. 2"CLR S" i :> 5 TYP. / + �.� ONE#3 BAR HOOP FOR 6" 2"TYP-j -1 TWO#3 BAR HOOPS FOR N 12" 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 USED FOR ADJUSTMENT SECTIONS. 2 1/2"MAX. RECTANGULAR ADJUSTMENT SECTION 20"x 24",OR #5 BARS @ 6"CENTERS 24"DIAM. \ \,� '�\ \ BOTTOM FACE WITH \\ 1"MIN.COVER 2"CLR TYP. \ 461I 20"� 211 TYP. . 00 72"TOP SLAB 1" MIN. CONVERSION RISER 2 1/2" MAX. #4 BARS @ 6"CENTERS / \ BOTTOM FACE WITH 1" 34" 2"CLR. MIN. COVER TYP. 20"x 24",OR 2' MIN. 24"DIAM. 20 2"TYP. \ -�- ONE#3 \ 00 BAR HOD � P . . . 41I S„ 48"&54" TOP SLAB CIRCULAR ADJUSTMENT SECTION TYPICAL ORIENTATION FOR ACCESS AND STEPS NOTES: NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 1. SLAB OPENING SHALL BE 24"X 20" AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE FOR RECTANGULAR AND 24" �vFREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT DIAMETER FOR ROUND. S pF WAS�I�j THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 2. SEE STANDARD PLAN 4-5 FOR STEP, 7 _ � ENGINEERING KENT LADDER AND GRADE RING. DEPARTMENT 3.ONLY ONE STYLE OF CATCH BASIN KENT MISC. DETAILS FOR DRAINAGE STEPS MAY BE USED IN A CATCH 38296 WA•HINOTON STRUCTURES BASIN. DO NOT MIX STYLES. ;pO� ISTt��t ��w DESIGNED COK SCALE NONE STANDARD PLAN DRAWN-� NAL �'L CHECKED COK DATE MAY, 2018 ENGINEER 5-3 M APPROVED A A 29 1/4" 5/8"-11 NC 26" BOLT-DOWN HOLE 24 1/4" (2 PLACES TYP.) 22 1/2" ° o TOP VIEW 1 5/8"TYP.— 20 1/4" �7/8"TYP. 1 5/8"TYP. MIN. 1 1/4" 3 3/4° 1 4 1/2' 2 1/2" ��-----18 1/2"----�I 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 AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE FREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WAS�I�j THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 0 CITY OF KENT ENGINEERING DEPARTMENT KENT 20"x 24" 3829s �'� WA•NI"•TG" CATCH BASIN FRAME 0�'� �GI ST D � DESI NED COK COK SCALE NONE STANDARD PLAN �SIONAL S CHECKED DATE APRIL 2018 5-4M ENGINEER APPROVED 1� �1 5/8"TYP. 5" 311 3 511- 1 3/8"TYP. 20" TOP VIEW END VIEW 24" 1 1/4" 1 5/8" 1 5/8" 1/8 R' 2 1/4" 1/2"INSET 1l `DIRECTION OF FLOW HEX SOCKET L' 1 5/8" {. - 15/16" 3 1/2"R �f�l 5/8I 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 STAINLESS STEEL 2. PROVIDE 2-5/8" DIAMETER STAINLESS STEEL ALLEN TYPE T SECURING BOLT BOLTS COUNTER SUNK FLUSH WITH COVER. T2" 3. GRATE SHALL BE STAMPED"DUMP NO POLLUTANTS", "OUTFALL TO STREAM". 4. ALL LETTERING SHOWN SHALL BE 1/2"AND SHALL BE RECESSED I�1/2" -�I 5/8" UNLESS OTHERWISE INDICATED IN THE SPECIAL PROVISIONS. 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 �i7-� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �j��REY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WASkj�r THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT Ctj ENGINEERING DEPARTMENT � Z KENT 20" x 24" 38296 wAONINOTON VANED GRATE DESIGNED COK SCALE NONE STANDARD PLAN �S�IONAL 1�� DRAWN D COK DATE APRIL. 2018 APPROVED ENGINEER 5-5 M A DUMP NO POLLUTANTS OUTFM.L TO SNREAM IL B B 1 1/4"� 3/4" 1 T 5/8"--I SLOT DETAIL SLOT FORMED AND RECESSED FOR 5/8"- 11 NC x 2"S.S. SOCKET A HEAD(ALLEN HEAD)CAP SCREW. 1/8" 20' 1 5/8" 00 =� 1/2"INSET HEX SOCKET IT SECTION A-A 15/16" 24" 1 5/8" 5/8 DIRECTION OF FLOW DIRECTION OF FLOW i \ 2 1/4" — 2" v 3 1/2" R. SECTION B B 5/16"R. LOW POINT 5/8" 11 NC 2A 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. �jl FWA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WAShrj�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 5. DUCTILE IRON ASTM A-536 q G> C� CITY OF KENT GRADE 80-55-06 H-20 RATED. ENGINEERING DEPARTMENT 6. GRATE SHALL BE LOCKING. Z • 20%24" KENT 7. PROVIDE 2-5/8"DIAMETER "d � 38296 � !„� w..Hi.orow BI-DIRECTIONAL VANED GRATE STAINLESS STEEL ALLEN TYPE BOLTS �� aI STL�� ' DESIGNED COK SCALE NONE STANDARD PLAN COUNTER SUNK FLUSH WITH COVER. �S�IONAL s DRAWN CHECKED COK DATE APRIL 2018 ENGINEER 5— APPROVED 'DUMP,,At- .' PUBLIC CATCH BASIN MARKER off PRIVATE CATCH BASIN MARKER NOTE: 1, CATCH BASIN MARKER SHALL BE AFFIXED WITH MANUFACTURERS 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 t> AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE FREl ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT of WAS�I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT Y ENGINEERING DEPARTMENT KENT STORM DRAIN MARKERS 38296 S WASHINGTON I ST ��11� DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK �sIONAL F'1 CHECKED DATE MAY 2018 5—37 ENGINEER APPROVED 9" 10" 12" 6" z y 2 1/2" 5" 2 1/2" iO 9 ti\ EPDXY LL ADHESIVE 0 FOR FRESH �p Lu CONCRETE Lu r, COMBINED CURB AND GUTTER EXTRUDED CURB FULL DEPTH BOND BREAK MATERIAL: 18 COMBINED CURB AND GUTTER 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL 10" 2" 3 1/2" 5'-0"HAND TROWELED 1.5_/o TAPER SECTION 1%MIN. - - -f"'- -- - 2%�� 6" 24" ROLLED CURB SIDEWALK 4 12" MAINTAIN EDGE OF CONCRETE CURB 24" ROLLED CURB , CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL *1/2"OR**1" LIP BETWEEN GUTTER AND CURB ** SLOPf c Y„ i0 ID 12" 6" 12" 6" ADA RAMP DRIVEWAY NOTES: NOTE: 1. CONCRETE CLASS 3000. TYPICAL,UNLESS WITHIN DRIVEWAY SECTION,SEE FACE OF CURB SHALL DRIVEWAY STANDARD PLANS. NOT EXTEND BEYOND THE FACE OF 2. ROLLED CURB MAY ONLY BE USED WITHIN A CUL-DE-SAC. GUARDRAIL TOWARD THE TRAFFIC LANE 3, IN ROADWAY SECTIONS WITH SUPER ELEVATION,THE GUTTER PAN WILL MATCH THE $„ ADJACENT PAVEMENT SLOPE. 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. "' VARIES 5. FORMS SHALL BE STEEL UNLESS OTHERWISE APPROVED. FORMS SHALL BE SET TRUE TO LINE AND GRADE AND SECURELY STAKED PRIOR TO CONCRETE PLACEMENT. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �.) � FREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT PAVEMENT) OF H'AsY�I�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. EXTRUDED CURB UNDER GUARDRAIL qc.�� p�� CITY OF KENT �s ENGINEERING DEPARTMENT • CEMENT CONCRETE WASHINOTON KENT CURBS d� 38296 w STD l'�� DESIGNED COK SCALE NONE STANDARD PLAN DRAWN SPS S�IQNAL � CHECKED - [DATE JUNE. 2018 6-33M ENGINEER APPROVED FULL DEPTH BOND BREAK MATERIAL: 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL CB FULL WIDTH ADA DETECTABLE WARNING SURFACE(TYP,) i CURB RAMP I OR DRIVEWAY AlI 1/4"WIDE x 25%SLAB DEPTH (1"MIN.) CONTRACTION/CONTROL JOINT(TYP.) 3/8"EXPANSION JOINT(TYP.) CB SEE KENT STANDARD PLAN SECTION 5 FOR ADDITIONAL CB GRATE REQUIREMENTS 1/4"WIDE x 25%SLAB DEPTH (1"MIN.) CONTRACTION/CONTROL 30INT(TYP.) 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 SECTION A-A NOTES: 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 AREAS.JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF CONSTRUCTION AN EXPANSION JOINT CONSISTING OF BOND AASHTO M33(ASTM D994). BREAK JOINT MATERIAL FULL DEPTH SHALL BE PLACED BETWEEN THE CURB OR THICKENED EDGE AND THE 2, AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED ADJACENT SIDEWALK. JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS AT A MINIMUM OF 15 FOOT INTERVALS AND AT SIDES OF DRAINAGE INLETS. 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY SLIP-FORMING,A OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS PREMOLDED STRIP UP TO 1/2"THICK AND UP TO FULL DEPTH MAY BE USED. MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH 3. EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES JOINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR OF ADA RAMPS OR DRIVEWAY WINGS. SEPARATED BY PLANTING STRIP. 4. CONTRACTION/CONTROL JOINTS NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT CONSISTING OF 1/4"WIDE x 25%SLAB AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE DEPTH SHALL BE TOOLED INTO ��FREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CONCRETE FINISH AND SHALL BE MADE S�pF WASFJI�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. IN SIDEWALK AT FIVE FOOT INTERVALS, INTERMEDIATE TO THE EXPANSION qF� �p��J CITY KENT JOINTS. ENGINEERINNGG DEPARTMENT Z • CURB AND SIDEWALK JOINT 5. AS ALTERNATIVE TO EXPANSION KENT EXAMPLE JOINTS AROUND STRUCTURES, •0 38296 Wws"i"GTO" REINFORCING BARS MAY BE EMBEDDED p ��I ST �9 DESIGNED COK SCALE NONE STANDARD PLAN IN STRUONCRETE CTURES.ON FOUR SIDES OF �SgIONAL E��1 CHECKED DRAWN sPs DATE JUNE, 2018 ENGINEER 6-3 4 M APPROVED 15'MAX. BROOMED FINISH PERPENDICULAR EXPANSION TO PEDESTRIAN TRAVEL(TYP.) JOINT(TYP.) 5' S' S' SEE DETAIL"A" 4"SHINE 2"SHINE FINISH \ FINISH SIDEWALK \\ \\\ \ EXPANSION WIDTH VARIES \ \ \ JOINT(TYP.) SEE DETAIL"A" PLANTER STRIP CONTRACTION/CONTROL \\ (WHEN REQQti JOINT(TYP.)SEE DETAIL"B" \\\ CURB AND GUTTER \ SS EXPANSION JOINT FOR NEW SEWER CONSTRUCTION; \ (TYP.)SEE DETAIL"A" STAMP FACE OF CURB WHERE SIDE \ SEWER CROSSES PERPENDICULAR TO CURB. 3"HIGH LETTERS 1/4"DEPTH. 15' MAX. 4„ � SHINE FINISH SHINE FINISH I i I I 4" 4" 2" 3/8"x FULL DEPTH EXPANSION JOINT 2" CONTRACTION/CONTROL MATERIAL, 15'O.C.SEE NOTE 1 JOINT, T O.C.SEE NOTE 2 DETAIL"A" DETAIL"B" EXPANSION JOINT CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: PEDESTRIAN TRAVEL DIRECTION- 3 0 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL SHINE N FINISH 1.5% DRIVEWAY SIDEWALK 4"CONCRETE PER WSDOT 4" STD. SPECIFICATION 8-14 4"MIN �" 2"CRUSHED SURFACING 2" TOP COURSE 3/8"x FULL DEPTH CURB,GUTTER AND SIDEWALK CROSS SECTION 6"CEMENT CONCRETE DRIVEWAY APRON AND EXPANSION JOINT GUTTER FOR RESIDENTIAL DRIVEWAYS. MATERIAL,SEE 8"REINFORCED CEMENT CONCRETE APRON AND NOTE 1 NOTES: GUTTER FOR COMMERCIAL DRIVEWAYS. 1. EXPANSION JOINT MATERIAL TO BE 3/8"x FULL DEPTH AND SHALL BE PLACED AT DRIVEWAY CROSS SECTION 15'O.C. SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE IN CONFORMANCE WITH WSDOT STD. SPECIFICATION SECTION 9-04.1 (4). 8. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS 2. CONTRACTION/CONTROL JOINT SHALL BE 1/4"WIDE BY 25%SLAB DEPTH; 1"DEEP AND OTHER APPURTENANCES WITHIN THE SIDEWALK FOR 4"SLAB, 1.5"DEEP FOR 6"SLAB,2"DEEP FOR 8"SLAB, AT 5'SPACING. LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING 3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB&GUTTER AND SIDEWALK AT SIDEWALK. SUCH APPURTENANCES SHALL NOT BE P.C. &P.T.AT ALL CURB RETURNS AND ALL ANGLE POINTS. PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 4. FORM AND SUB-GRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT REY AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 5. EXPANSION JOINTS IN SIDEWALKS AND �� A ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CURBS SHALL BE ALIGNED WITH EACH �w OF WASIzrI�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. OTHER AND NOT OFFSET, q G'a C� CITY OF KENT ENGINEERING DEPARTMENT 6. DESIGN SIDEWALK CROSS GRADE Z SHALL BE 1.5%. KENT EXPANSION AND „.,„,„o„„ CONTRACTION/CONTROL JOINTS 7. WHERE SIDEWALK CROSSES HYDRANT �� j� 38296 wQ LATERAL; CENTER 3'WIDE PANEL Ord, ISTER� ��v DESIGNED COK SCALE NONE STANDARD PLAN ACCROSS LATERAL,USE EXPANSION �S�IONAL �'� CHECKED SPS DATE JUNE 2018 JOINT,SEE KENT STANDARD DETAIL 3-1. APPROVED ENGINEER 6-35M SEE WSDOT STANDARD H-70. PLAN H-70.20.0 FOR TUBE CONNECTION zQ 00 TDIRECTION `r TWO 5/16"x4 1/2" BOLTS 2"O.D. _, 14 GAUGE TUBE WITH TWO FLAT WASHERS TRAFFIC AND ONE LOCKOUT POST MOUNTING SOCK tO N ANGLE LEG FRONT VIEW SIDE VIEW TYPE 2 NOTES: (MULTIPLE BOX INSTALLATION) 1. SEE STANDARD PLAN 6-40 FOR SIDEWALK REQUIREMENTS. 2. SEE WSDOT STANDARD PLAN H-70.20-00 FOR DETAILS. 2'-7" 5-0" 0 0 0 0 MIN.CLEAR WIDTH 0 0 0 0 - 0 0 0 0 0 0 0 0 1'-4" MOUNT ON PEDESTAL ANCHOR BOLT PATTERN PER MAX. PROVIDED WITH N.D.C.B.U. UNIT N.D.C.B.U. PEDESTAL TEMPLATE EXPANSION JOINT 6" PLANTING STRIP WIDTH 0' TO VARIABLE EXPANSION JOINT EXPANSION JOINT `o SEE NOTE 2 VERTICAL CURB r' 1'-6" FRONT VIEW SEE NOTE 2 1'-6" TYPE N,D.C.B.U.INSTALLATION SIDE VIEW (NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT) NOTES: NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 1. THE POSTMASTER OR DESIGNATED ��FREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT SERVING POST OFFICE WILL DESIGNATE 1 THE LOCATION AND MANNER OF �OF WAS�I�f THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST. GROUPING OF MAIL BOXES. q �� CITY OF KENT a✓ ENGINEERING DEPARTMENT 2. INSTALLATION OF N.D.C.B.U. -c-) Z MAILBOX INSTALLATION (INCLUDING CONSTRUCTION OF BASE) KENT TYPE 2 SHALL BE COORDINATED WITH U.S. 38296 WA'"I"°T°" SHEET 2 OF 3 POSTAL SERVICE. DESIGNED CITY OF KENT aI STD '� SCALE NONE STANDARD PLAN RAWN3. SEE STANDARD PLAN 6-34 FOR CURB �S�IONAL E CHECKED CITY OF KENT DATE FEBRUARY, 2018 AND SIDEWALK JOINTS, APPROVED ENGINEER 6-70bM 7w VARIES A I'MAX, EXPAN13ION � JOINT(TYP) SIDEWALK SIDEWALK_ o MAILBOX U-) CLUSTER Ln ,PLANTING STRIP `�g P \�A Ln a' VERTICAL CURB A-j PLAN DISTANCE APPROVED BY POSTMASTER 8"MIN. DIAMETER FULL DEPTH PVC SLEEVE 2'SEE KENT STANDARD PLAN 6 70 SECTION A-A NOTES: 1. CURB AND GUTTER INSTALLATION PER KENT STANDARD PLANS 6-33 AND 6-34. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 2. SIDEWALK SCORE MARKS PER KENT ��FREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT STANDARD PLANS 6-34 AND 6-35. ��OF WAS�j�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 3. MAILBOX INSTALLATION PER KENT q�� oC� CITY OF KENT STANDARD PLAN 6-70a, 5-70b AND Z;�2 ENGINEERING DEPARTMENT WSDOT STANDARD PLANS H-70.10 Z MAILBOX INSTALLATION AND H-70.20. KENT TYPE 1 AND 2 38296 W"'"1" 1'" SHEET 3 OF 3 4. ALL LOCATIONS TO BE APPROVED 00 �'C,tIST DESIGNED COK STANDARD PLAN BY AND COORDINATED WITH THE ��j 1� DRAWN SPS SCALE NONE POSTMASTER. S�IONAL �� CHECKED - DATE JUNE, 2018 APPROVED v�+ OC,/ ENGINEER M 8"RISER RING DIMENSIONS A 1 3/8" 1 7/8" 2 7/8" (SIZE) 11" DIA. 9 1/2"DIA. _ 3/4" ` A 7 8 MgQE IN VSP � _ —I 8"DIA. PLAN OF COVER 9 1/16" DIA. PLAN OF 8" DIA. RISER FINISHED GRADE FINISHED GRADE CONCRETE ASPHALT PAVEMENT PAVEMENT 9 1/4"DIA.COVER 4" MIN. 3"BRASS ASPHALT DISC 3j8" PAVEMENT 3"RISER ( in J p v `n 5/8" u, z CONCRETE AS a v~i SPECIFIED FOR / Ln 4;; a ROADWAY VOID OF cn MATERIAL { s 10" 12" r.. p 5 1/2" 0 8;k DIA. f s p _rt g p 1"MIN./6"MAX. Lu 3 3ty� CONCRETE a COLLAR cn CL ul r J z r I w /!_ 7 MONUMENT '' 2"( TYP) w f �f . Lu co 5 r .. 3/4"R.t� 1 1/2" Ln MIN. z NATIVE MATERIAL -r'! =; k; NOTES: SECTION 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 /2_) IRON WORKS,PART NO. 1 1/2" -369590 7. FOR ALTERNATE DIAMETER RISERS SEE PLAN OF MONUMENT 2" -369592 KSP6-72b. 3" -639594 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OR PRE APPROVED ALTERNATIVE. �F R P AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE 3. MONUMENT POST-SHOPE CONCRETE pF WAShj�j ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT PRODUCTS,PART NO. 104 OR X�_�l THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. PRE-APPROVE ALTERNATIVE. �� = � CITY Y O o KENT DEPARTMENT 4, THE CASTINGS SHALL BE GRAY-IRON Z STANDARD MONUMENT, CASTINGS,ASTM DESIGNATION A-48, KENT MONUMENT CASE, COVER CLASS 35B.THE COVER AND SEAT SHALL �� 38296 �� `""'N1M 1.. AND RISER BE MACHINED SO AS TO HAVE PERFECT �� QI STERN' �� DESIGNED COK CONTACT AROUND THE ENTIRE �S� DRAWN JAF SCALE NONE STANDARD PLAN CIRCUMFERENCE AND FULL WIDTH OF IONAL E CHECKED DATE April, 2018 6-72CI M BEARING SURFACE. APPROVED ENGINEER NEW FINISHED GRADE NEW FINISHED GRADE ASPHALT PAVEMENT 8 7/8""DIA. ASPHALT PAVEMENT 8"DIA. 7 3/4"DIA. 718" TACK - - - - - - - ��'`� ,�% TACK COAT (TYP.) COAT (TYP.) 7"DIA. -OLD FINISH' OLD FINISH 'GRADE < A - GRADE- CONCRETE ; ASPHALT PAVEMENT PAVEMENT. %- rr t . . 3 r r r EXISTING ':. UNbISTURBED _ r •_..�.i CASE t � �_�<, •, J'�-_ MONUMENT /f NATIVE MATERIAL -- :— SECTION 7" RISER RING DIMENSIONS NOTES: (SIZE) 11/2" 2" 1. MONUMENT CASE RISER-OLYMPIC FOUNDRY, PART NO. 14-6215(THIS REPLACES THE SATHER MFG. RISER)OR PRE-APPROVED ALTERNATIVE. 2. MONUMENT CASE COVER-OLYMPIC FOUNDRY, PART NO. 14-6211 (THIS REPLACES THE SATHER MFG.COVER) NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OR PRE-APPROVED ALTERNATIVE. FRE y AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 3. THE CASTINGS SHALL BE GRAY-IRON S�0F WA Sk ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CASTINGS,ASTM DESIGNATION A-48, q �� I�r�f� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CLASS 30.THE COVER AND SEAT SHALL F� �. �o CITY OF KENT BE MACHINED SO AS TO HAVE PERFECT = Z ENGINEERING DEPARTMENT CONTACT AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF KENT 7" DIAMETER MONUMENT BEARING SURFACE. 38296 W-1-TO" CASE RISER � IST 1�� DESIGNED COK SCALE NONE STANDARD PLAN 4. CONCRETE SHALL BE CLASS 4000. SSIpNAL EEO DRAWN JAF CHECKED DATE JANUARY 2016 6-72bM 5. PAVEMENT SHALL BE AS SPECIFIED. ENGINEER APPROVED 1 10' 30' TRAFFIC DIRECTION 0 0 0 0 0 0 0 0 0 �4"GAP VARIES (300'MAX.) 2.5' S TWO WAY LEFT TURN LANE 0 0 0 0 0 0 0 o a TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 20' 8"WHITE LINE 0 0 ,—TYPE 2W RPM TYPE 2YY RPM o � 20' _I 4"GAP 4"GAP- 4" YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION 11' 30' TRAFFIC DIRECTION 30' =TYPEo 11' Y RPM 1' o a 0 4"YELLOW LINE 0 TRAFFIC DIRECTION TYPE 2W RPM 4 WHITE LINE SKIP CENTER LINE TRAFFIC DIRECTION LANE LINE 6 8 ot 0 0 0 O�TYPE 2W RPM 4"GAP 8"WHITE LINE 4"WHITE OR YELLOW LINE DOTTED WIDE LINE EDGE LINE TRAFFIC DIRECTION 3' 9' 18"YELLOW BARRIER 1 21'(TYP.) LINE TYPE 2W RPM �8"WHITE LINE �� DROP LANE LINE 18"-TYPE 2Y RPM'S EQUALLY SPACED VFREfpTRAFFIC DIRECTION W �j� BARRIER LINE CITY OF KENT ;11 ENGINEERING DEPARTMENT NOTE: � Z • KENT TYPICAL LANE MARKINGS 1. RAISED PAVEMENT MARKERS(RPM'S) 0 ""'"'"'T'" SHELL BE INSTALLED PER WSDOT 3a2ss Odd �alST��yl,�'rV ED COK SCALE NONE STANDARD PLAN STANDARD SPECIFICATIONS 8-09, DRAWN 9-02.1(8),9-26.2 AND 9-21. SSIONAL �� CHECKED DATE JUNE, 2018 6-74M CITY ENGINEER APPROVED } Q 0 24"WHITE THERMOPLASTIC EQUALLY 0 CROSSWALK LINE SPACED(TYP) z z g 3 24" w oI I I I > I 1 1 of 1 I I o l I I s, oLl f I I I I: Lu Lu LD l � I I 4 (TYP) I I 12" I I E�D I � I ol , o o I 12"-24"WHITE STOP LINE, TIRE TRACKS(TYP.) WIDTH AS DIRECTED BY THE ENGINEER *TYPICAL 4 LANE ROADWAY CONFIGURATION *NOTES: 1. FOR ROADWAYS WITH MORE OR LESS LANES,THE SAME CONFIGURATION APPLIES, CENTER THERMOPLASTIC BARS ON THE LANE LINES,AND IN THE CENTER OF THE TRAVELED PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE THERMOPLASTIC. 2. THE CENTERLINE OF THE CROSSWALK SHALL GO FROM THE CENTERLINE OF THE CURB RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE CURB RAMP ON THE OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS. 3. GLASS BEADS(PER WSDOT STANDARD SPECS. SECTION 9-34)SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT oSEi PzT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S OF WASl Z ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT kt�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 00 CITY OF KENT ENGINEERING DEPARTMENT �~ y T THERMOPLASTIC CROSSWALK d n 21493 KEN MARKINGS �0 �GI STEg��1�� DESIGNED COK SCALE NONE STANDARD PLAN S�YIoNAL �',`� DRAWN COK CHECKED DATE JANUARY, 2018 6—7 5 M ENGINEER APPROVED nn 0 3'-7" 00 I 1_8 3'-0" I 0 0 0'-6" N o 0 N N 0'-6" 0'-6" NOTES: 1. THERMOPLASTIC TYPE'A' MATERIAL SHALL BE USED, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. PLACEMENT PER WSDOT STANDARD SPECIFICATION 8-22, MATERIALS PER WSDOT 9-34. 2. GLASS BEADS(PER WSDOT STANDARD SPECS.SECTION 9-34) SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT FREY � AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE II ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT LENGTH VARIES pF W411 c7� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT �tl ENGINEERING DEPARTMENT • THERMOPLASTIC ARROWS, 12" 24"WIDE WHITE STOP BAR, KENT WIDTH AS DIRECTED BY THE ENGINEER W,,,„,„or,„ STOP BARS & ONLY LEGEND STOP BAR DETAIL �,� 38296 w� O �QI �' � DESIGNED COK STANDARD PLAN STD 1� DRAWN COK SCALE NONE �SSIONAL � CHECKED DATE JUNE 2018 APPROVED 6-7 6 M ENGINEER ATTACH SIGNS 30"AND UNDER WITH 2 DRIVE RIVETS,SEE NOTE 5 ATTACH SIGNS 36"AND OVER WITH CORNER BOLTS,SEE NOTE 6 SEE NOTES 9 AND 10 SS 0.030 BAND-IT BRACKET OR APPROVED EQUAL 0 SIGN POST SQUARE 2"x 2", 0 14 GAGE.ALL HOLES i 0 PRE-PUNCHED 0 o � 3, 0 CORNER BOLT, o SEE NOTE 6 a o FINISHED GRADE 5/16"X 1"SS o BOLTS WITH <i 0 1 0 SS WASHERS o \ 1� 0 \ y 0 0 T SET FOUNDATION ON 0 UNDISTURBED NATIVE SOIL 0 �� OR COMPACTED MATERIAL o SET ANCHOR PLUMB AND 3" o TRUE,SEE NOTE 3 0 o \ CONCRETE BASE SHALL BE MOUNTING ON STREET LIGHT 0 POURED IN PLACE AROUND STANDARD OR SIGNAL POLE 0 \ ANCHOR WHILE PREVENTING CONCRETE FROM ENTERING 6" 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 2. FOR IN-SIDEWALK INSTALLATIONS,CORE AN 8"DIAMETER HOLE PRIOR TO EXCAVATION. 7. SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME SIGN DETAILS. 3. ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO 24"OR SIGN POST BASE PLATE INSTALLATION TYPE B MAY BE 8. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE USED; ONLY IF APPROVED BY THE CITY OF KENT.ANCHOR MAINTAINED BY THE PROPERTY OWNERS. SHALL HAVE 4 EACH 7/16" DIAMETER HOLES ONE EACH SIDE 2" FROM TOP, FINISH SHALL BE ZINC HOT DIPPED 9. ALUMINUM SIGN BLANK THICKNESS; GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B,7 WARNING AND REGULATORY 30"AND UNDER-0.080". GAUGE,2 1/2"x 2 1/2"TELESPAR ANCHOR OR APPROVED WARNING AND REGULATORY 36"AND OVER -0.125" EQUIVALENT. 10. SHEETING MATERIAL: 4. POST SHALL BE ROLLED CARBON SHEET STEEL,ASTM 1011 WARNING AND REGULATORY-3M HIGH INTENSITY PRISMATIC GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M-120 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 FREy AN S�oF ONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE W R AND D APPROVED FOR PUBLICATION ENGINEER IS KEPT ON FILE AT �� jrjGyf� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. ti� a o CITY OF KENT w ENGINEERING DEPARTMENT � Z � • T SIGN POST INSTALLATION KEN 38296 ID �,`� W...."o,o" TYPE A STD DESIGNED COK LSIS LSD DRAWN COK SCALE NONE STANDARD PLAN ZONAL CHECKED DATE FEBRUARY 2018 G Q n a, ENGINEER V U L M APPROVED A LID FRAME- 3/16 C 1"xl"Xl/4" 3/16 NP LID E 1 2 1 3/1.6 <TYP 3/16 I� LID SUPPORT, SEE NOTE 3 W „S SEE NOTE 7 HOOK-L 1"Xl"X3/16", o � 1" LONG,TWO PER LID 9 O J — SECTION B l 2 l SYSTEM ID DETAIL ON STD. PLAN 6-93 JUNCTION BOX TABLE DIAMOND PATTERN B 1 1/4"GAP(TYP.) ON STD. PLAN 6-93 SEE NOTE 2 FOR HOOK RELEASE TOP VIEW HOOK NOTES: LID 1. ALL BOX DIMENSIONS ARE APPROXIMATE. LID SUPPORT EXACT CONFIGURATIONS VARY AMONG MANUFACTURERS. LID FRAME 2. THE LID THICKNESSES ARE MINIMUM.THE TTERN ,IT ON THE SLOT 1/8"WELD BEAD-CENTER LID FRAME OF ND OVOERALLTIIICKNESSLL BE 28%MINIMUM FRAME SLOT MARK LID HOOK MARK 3. LID SUPPORT MEMBERS SHALL BE 3/16" MINIMUM THICK STEEL C, L,OR T SHAPE, GROUND STUD, WELDED TO THE FRAME. LID SEE NOTE 4 LEVEL WITH BONDING JUMPER, 4. A 1/4"-CONC. 3/4"S.S. GROUND STUD SHALL THE PAVEMENT SEE NOTE 6 `� BE WELDED TO THE BOTTOM OF THE LID; HOOK INCLUDE S.S. NUT AND FLAT WASHER. 1 1/0.17' tj 5. BOLTS AND NUTS SHALL BE LIBERALLY MIN. NIW COATED WITH ANTI-SEIZE COMPOUND. WELDED WIRE REINFORCEMENT 6. CONNECT A BONDING JUMPER TO STEEL „ZI (WWR)4x4 W29xW29 CONDUIT BUSHING FOR GRS CONDUIT; 3 (6 GAGE) . . CONNECT TO EQUIPMENT GROUNDING 0.17' MAX, CONDUCTOR FOR PVC CONDUIT. BONDING MIN. WELDED WIRE HOOP JUMPER SHALL BE #8 MIN.4'OF TINNED W2.9(6 GAGE) BRAIDED COPPER, 7. THE SYSTEM IDENTIFICATION LETTERS SHALL 1.9 GRAVEL PAD BE 1/8"LINE THICKNESS FORMED BY ENGRAVING,STAMPING,OR WITH A S.S. BONDING JUMPER, WELD BEAD.GRIND OFF DIAMOND PATTERN SEE NOTE 6 BEFORE FORMING LETTERS.SEE SYSTEM IDENTIFICATION DETAIL. PVC CONDUIT SECTION A GRS CONDUIT 8. ALL LIDS SHALL BE GALVANIZED STEEL AND TACK-WELDED AT TWO POINTS FOR SECURITY AFTER THE FINAL INSPECTION AND ACCEPTANCE. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT S�oFONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE W RF -Py AN R A ENGINEAN AND FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. o CITY OF KENT ENGINEERING DEPARTMENT • STANDARD JUNCTION BOX 38296 KENNT TYPES 1 & 2 WASHIGTON 0� I�T �'� SHEET 1 OF 2 DESIGNED COK SCALE NONE STANDARD PLAN SSIONAL IF, DRAWN COK CHECKED DATE JUNE 2018 6 9 3 ENGINEER APPROVED SYSTEM IDENTIFICATION DETAIL f ly If- f 1A ITS INTELLIGENT TRANSPORTATION SYSTEM KENT COMM COMMUNICATION SYSTEM LT LIGHTING SYSTEM TS TRAFFIC SIGNAL SYSTEM TEL TELEPHONE SYSTEM SYSTEM ID DETAIL FOR SHEET 1 JUNCTION BOX DIMENSION TABLE Y BOX TYPE ITEM TYPE 1 TYPE 2 A OUTSIDE LENGTH OF JUNCTION BOX 22" 33" B OUTSIDE WIDTH OF JUNCTION BOX 17" 22 1/2" C INSIDE LENGTH OF JUNCTION BOX 1811-19" 29"-30" D INSIDE WIDTH OF JUNCTION BOX 13"-14" 18 1/2" 19 1/2" E LID LENGTH 1 17 5 8" 1 28 5 8" F LID WIDTH 1 12 5 8" 1 18 1 8" CAPACITY CONDUIT DIAMETER 1 6" 1 12" JUNCTION BOX TABLE FOR SHEET 1 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT FREY AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE OF WA Shr ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • STANDARD JUNCTION BOX 38296 KENT TYPES 1 & 2 W•DHINOTON �0 � DRAWN�GI,STEg �'� SHEET 2 OF 2 DESIGN�SSION � ED COK SCALE NONE STANDARD PLAN f�I, CHECKED DATE JUNE 2018 6-9 3 ENGINEER APPROVED WEARING COURSE(TYPICAL FOR SECTIONS A,B&C) STOP BAR ISSUES CENTER OF LANE A r, A LOOP SERIES #14 TWISTED PAIR WIRE TYPE NUMBER A IMSA 51-3,3 TWISTS PER FOOT cl;. TO CONTROLLER B 0.25"MINIMUM WIDTH SAWCUT TO ADDITIONAL LOOPS B SECTION A-A WHERE APPLICABLE C� 2C(S)LEAD-IN B CABLE IMSA 50-2 *AF ff*B S B LOOP SPLICE LOOP SERIES w (TYPICAL) NUMBER B A A o 0 m m �. o Ln Lu CONDUIT STUBOUT, a ce *BS 0.50"MINIMUM WIDTH SAWCUT SEE STANDARD PLAN 6-99 0 SECTION B-B 0 Lu JUNCTION BOX o — w S=START F=FINISH - *=LOOP NUMBER 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 SCOTCH 06147 ELECTRICAL CENTER OF LANE B C *S MOISTURE SEALANT TAPE 0 2C(S) LEAD-IN S B CABLE IMSA 50-2 - TO A CONTROLLER A S=START SIDE VIEW END VIEW #14 TWISTED PAIR WIRE TYPE *_FINISH -LOOP NUMBER NOTE: T CU IMSA 51-3,3 TWISTS PER FOOT SOLDERLESS,CRIMPED, 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 NOTES: ��FREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 1. SEE KENT STANDARD PLAN 6-99 FOR OF WAq�I�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONDUIT STUBOUT DETAIL AND qs vIr ��o�� CE OINYEERIO oEPARTMENT KENT INDUCTION LOOP INSTALLATION az �j NOTES. uZ KENT INDUCTION LOOP 2. SEE KENT STANDARD PLAN 6-100 FOR WASHINGTON DETAILS INDUCTION LOOP PLACEMENT DETAIL. �� 38296 w� 0 I ST �� DRAWN DESIGNED SPS SCALE NONE STANDARD PLAN SSIO�rAL l CHECKED - DATE JUNE. 2018 6—9 8 M ENGINEER APPROVED FO wp wp Q � F- z O w w = O p 0 z �._ < LU ce w 05 w p ,~� S O (Dg U z 0 Q p � J Z �_ � ga. F- > c�i1 � a Q OZ &w Lu p (nH Z � = z > LLJU) Lu F- Qpco w (D WO Z J W z � Zw+ Q mUZ Y (n O U z J VI Z > z In � U H U W W f- Z _I J W H 0- F- O W S F U W W U � Z = W S Q O J =O F- a p � co ED p -j 00 a VQ >"wOmF- (nw � a m p OJ 2 w = ] J M U w = CL J ¢ S Y S W U) f O J N M d CO U O p p F a m a O (n J Q Z ¢ W � w a U (n p z0 OO � Sw Z p a a m o H z Q O J r H O O Z z w O �� UD J Hz wmo (` " �j ¢ S p J .--� �� F = � Ow0 Zr O a z W ^ z U In ? za � ? Q Qz F EL �. OOUzO1- z0z CzJziJ � Lu! OO UFw Y u < 'oo awwo = Hm � � �LIJ VI O J ~ ~ S F ¢ d H w ❑ ��Z �'� g 0 x � � Q N w w � O z l0 Z x W Q z W W X CC) uj N pz Q } OF oNw rn UU b g w (LwY J � Ua -C7 Z O p � wz O x _ U ¢ QO ZW m p¢ a U) Z (nce O Lu w 2: a � - Ln w U U < � < OJ � > Lu p o W ¢ S Zce EL J �Zr Q O W J H w w (n (n �itnOUa � 0 Q CC) (nQ U o Q � 06 Oi iL Ine w \ \ OU (n U = z pI� ❑ a � ¢ V O ~ � Lu 0 z O m F z c9 z Lu S Lu U w F 30V321f1S 03AVd d0 d01 z OU ¢ uLu o LL wodA wnWINIW X-,Z o a 0 > o vi a a p a w J M O 2 v o � cn p (n 1.1 pLu � (=L � p JO b H- o O } Z O w � p o Z z � O „0 l 9 z n - o -lU I- u- x ouJ o m Q = w w z w \` O L z Z Lu Y > Z c~n = Lu o v o J o 00 w ` w cn H U ¢ z w vzi v a � � " N m Lu Lo (n o co _ U z we �' CL J Fez F a = (D 0 Lup = = H- w (n p w O O a (n w (n ?� cn W E J LnLL O � Op p � � ¢ z p wir ui m 2 z CID O w w m U =J � ~ ao Z o Ln = � � � ~o ¢ LL > � w O ❑ U W S W z m p L Q cn w0 � OF � z m � a} J d (n cn z � p Lu z O NLL' J N J d r J 0 H W W J Q co w ¢ m W (~n pw Qd W � z LL UZ m 2d � v p p � U Q p .Z. (nN (nOUw po &j � O J C LLJ EO d p a p (n (npY � ~ � Lr) = Lu a � ¢ C7 Z o �� W x p (nJ o � Z LLI OU Q � QzQ W wQ �' z ? � ¢ o � U Z Zz J2J U � a W O O (~n JO N a p UU � ¢ (~na mZ -j ujQ -1 ¢ � V1 U p Z Z e, m U O NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER 1� & WA THECITY OF KENTP PUBLICATION AT A COPY MAYBE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • INDUCTION LOOP KERNT INSTALLATION NOTES d� 38296 w� O I CV DESIGNED COK STANDARD PLAN STD '� DRAWN SPS SCALE NONE S�IONAL CHECKED - DATE JUNE, 2018 6 9 9 M ENGINEER APPROVED 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 FF. 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 W2 Q SR WR Q Q 421 0422 0423 413 W10 00411 0412 O SD7 712 3PC O 311 Q Q T 711 Q 7PC SD3 O 812 Q 81100 LA I B Q E1 SD4 O 822 Q 821 EoR NoR Q E2 O O A B A O O B 111 611 621 O 112 1PC O O 612 622 O O O O S2 Sl 613 623 SD1 SD2 LOOP IDENTIFICATION SCHEMATIC(TYPICAL) NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE F�EY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� 3 WAg�I�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. C 0 NI F ENGINEERING DEPARTMENT KENT INDUCTION LOOP PLACEMENT W.a�,�orow 38296 'IST � �'�� DESI NED COK SOS SCALE NONE STANDARD PLAN S�IQNAL � CHECKED - DATE JUNE 2018 6-1 O 0 M ENGINEER APPROVED WSDOT STANDARD PLANS ROADWAY DELINEATION B-30.15 ADA Grates for Rectangular Frames B-30.70 Circular Frame (Ring) and Cover B-55.20 Pipe Zone Bedding and Backfill CURBS, SIDEWALKS AND DRIVEWAYS F-10.12 Cement Concrete Curbs F-45.10 Detectable Warning Surface SITE PRESERVATION AND EROSION CONTROL 1-40.20 Storm Drain Inlet Protection ROADWAY DELINEATION M-80.30 Traffic Letters and Numerals (Low Speed Roadways) 2019 Asphalt Overlays/Holcomb A - 2 February 25, 2019 Project Number: 19-3001.1 0 m W U) s" m ao o a m N 8g�, O M ° ON E �� U. r a a o w N!O L Q` {L m 2 w - wo E o ° V z �d�y' WC' Z y 5 a w m v m d S 0 J 0 y c" N E� o o d` 5 (7 r w < N N L O. ,� 'e e W a ?�J ds wS Z _ o j. 10 c o �o > ra f PR�e a(� N a Z z RZ W �w a fop m N O a F' d`o N °� o o a N o 1..2cc cc c E D)O NI A >L N� m O\\ O U 016 Vca 10 C a m to O m O E v m (dAll m'v a rn 10 iv N o ui aNi T"� n o�S ava„ZIL mZ' ° >�w o p N c € U.) o 0 0 c @ c c °'a� 3 0 0 0 0 •O L- O v c 3 0 0 0 ';7 N W o 0 0 .9 min" x o 0 o 0 0 mwfq c C m O O O N N y(/j O - p 6 a 0 0 0 � L v C O L fQ O O D w w F C m O J.N N.N. E ' O O o > a z '— 0 0 0 a1 Ncn p a)aci v O D o Q Ow o.dN� m '�E c Ha o00 r O N L O 0 O O. J LNE N Ems' y �� a c N C E W rN-,F O 0 O 3 N Q p 0 0 0 N 'oDmr o 0 0 4� LU o`9N rn NQLU o00 � TaT mam E Q (7Q C o 0 0 2 N M { 0 0 a O 0 / „o 0 0 0 I 0 CO z �z Q °w w� a a U a K Z o W w (dJ.l.) (dA.L) � (d-) \ 0& W�NZ a 0 �LLZO ZF�aC N Q U N Ow LLW N o sN3a39 1719 :A8 NAA"Cl _ N N L °T W$�O d m O 'rn v x�' &.''"p. o WLU CI w t v to � og m ° Z NLL 0 5g e d i CL LL E c a c m H ��d� ��use' Z c = T �p yEpmx"c NR �� U N (qN S j♦- w / Z � �Q c^ N c id Z E LU E E d crSQ -r�r 619 .0 m rn _y K 02 a �3 rn U gt ` o �Op. N Apo c E .� a 2 _ 10, S U 5 d m o w tt11 E E r n ai E U' ydE „e > aIO " n « LU 0 � V �tn m ac d E Z5v U o � m L`L.L. z N ri v ui cd r` ..... w LU u� a vi i z ,-- Z W g iaN ; -w Nt U u..`2 ` o U LU in e_ m o ♦►�s, j w .B w o m w a J t ° a 3 � w .8:L Z z ♦ z z uj_� _ U z a #_ i L to j LU W a d .t 0 e p N a 1 of O 4 w 8f6� z' aZ z a 2A m w .et4 1130011 N834 J.6 NMVda o o m t7 N g c Y,? Z J o w ° D J tf1 r � O df�y� W IL m = m w IL c 'x W a o - g m 0 E o ♦) s a S5 Oa G w c m m a 4� oFF' N Z x z % s` N Ic 2 � 3NOZ 3dld w PR a LLIs c m N w a R L Z Z5 F 'I► o r H M i o m o a .9 3SI11%99 A a h 9 N m O O O m C�poo �poo m d o ° O�00 O N fA fp a m a c c c c o °O 0 0 0 y LU M 0) Nal 3 ~ 2 v 7E 'E m F U a s v v v = z < fcWiw� a- wu, C C C Z W Q O Z W W n w N fro f N m N W W z Z� rc N �R'S2j d J 0 mWa <20 w h in u0 in a n F Comm o 3 F O z J z N c6 ? O W Q o o0 OoOpO° opo W ? N O Q 0 °OO W J N IL Ua � OKW w m Q Q2 dQ0: w Z mzw Oda FJ SY W U Q wwz zwO UW 0_ v D So• N u a0 w ww O U v a �a O a C7 LL 3NOZ 3dld i a w 00 p O Z 0 w 3NOZ 3dld 3NOZ 3dld X �N N W '0'0 'O'O W a .9 a o .9 .9 %09 %09 .9 a a n. 9 9 z W o � p O d_ �� o CO Z a o° J >' J U W S =n F r i� F r i ° W F �w °� U � � N �� to } =z = z J =z 0 -� zw z W p, zw z O Ir Z �N O �� o Q n. z J 000O Oo o W a w V., o0 F U W = o W Q' ~ o U u. J'w WO OZ n' O wCD W,z w Yr LL�F W U LL0� W M{2 jOf W Q2 WW2 W IJIyy Wz J UFF�O II��WZ W m W y m w J E m W m Z t m W J W W U W W Z U W w z W w U w W z ZZN mOw O azz O ww aOZN O N N Q mN I- 0" �N F'- n ¢a z W a z W >d z a ¢LL O �a O m �LL O (J LL (� LL C7 LL -n3aan NN3d :AB NMVHO c e 011 r +yil EL � N iy tD C ! C a._E 4 'g atE A �ZO O _ �O �� _ a •_d '� C Sao a -,Q N O gN j •M ' H w 1°a ffff / U N 0 U 0 Um W o w p a Z In Z u .- ! 4 CW v C uj W 4 0 .92 W U tLL 22 IL tr 0UJ U.... W a u .; , m m tr- C o U , ....._.__ � u Z K. . .b•.ice Q U "W U In r uu a z 0 z 4 � CL z W �$ � m U �o O r Z LIJ U 4 4 p (N8{ W F- A_ W r W0 � a LL z W '+., a<a• Z Z C= U Q m ui a W U � V a .9 ° n U i U ULL a � U W E F �w j U Y cog Z9 @R z 88. r w W W � L.- O O WZ Z H a : Y �# LU LLI W U. v W Q U U. wo ° w ':� R_a WCD >but�{ U .-m U � ¢ A n LLce b ' O U > { LL4 O � F m o r p m 10 w2 d w o 3 1130011 Haaa :aS WVIJo a o Q LD Eo2 600 � � 2a6 Z N a"C «� Gy C °' z c m E E m y ° z Yama-@d5 °m o Ie� a� ry CW B. off' Sod 2a L a 3Q .c mpop�� Sppy,�oN Wcc' g�i� ' '.z ..� jy, o p = d IL 7 = m a mLa� g �„ w E« c w 5 m E c m d m :o_v Cr �S' " Q y 0 c 2rn @ a d i zLU n ocsw mnn� m .� i m a Ti'$vr man affi�� " aui °fat gm❑$mm 8 ° 0% E a�La O pp 7�6 Elm ORo OL ? O� (a-, Nw a Q 0 € 8 tommoE w w cL 3HP ... ` 43 Uq� W a a� » a E� Z a3 z c� �5 °o°£ oC w �� aka ? < p @ a Y�E 0 1 U W m, p m-' &BBi o gip! c ,� $m M. L !if- CL $�yE104 °A O �m $ $ mZ 0 y cE i' wa gN a zh a U) O• d Z Q Z N c+i Y !li (° tr co W O w I l,�O it: ru N Oz a O i � F u� z i�)ay i-} O, m R V} 5 m NCL z Z � NUM ®N �tt W saS W - 2 i ONN ss a a CR LL �W w i Q N L) U mV t i C7 !Q-W S Z O tiN 8 Z w > m 3 a F§ q O z ux xrw si xvwst a h o W z W LL .._........., U a Q O w InLL, ... ._-_.-,.. .- a m O z a re z zs U N Z Q L! t {r° O O Z R' Z—. N W OL Oa W '� .. .� O wwo Se J _ ul Z Z. IQ-K W .."... .._. m V Ct w OQ O OQ Zy VON WN M J ! S` Q z O W _ W^W m O ....... 'W V 'Sj Z N cc no tJ a F 0 ItN V" 2 6 W z -j^ Q N Q LL €aNN � °F t YN m U6 rCL m tx >,V3ae m cOi W D 7 w O W O az� O € �Q ''••,,�q ° I- 3ovaO q �Qo z Ow 2Q pa -; ON tAU V q ��O Z YN Rm0 _ �u 5 Q— 2 a � ow F F o Z mm z � �� 01 30V2t0 } Z g g y J y 09.1 K QV 3i d O�.QLLw Q:WEB � IL3 01 i a K 4f E [C N ..»^ 0 0 J w C9 a. SSyay��W A Oaz GZ G. JaZ a. =O Q m w w z° w f...--:.». ... {'y... Z Q E ,may+. O t (QI 113UOII M0A :AS WV>J(3 Lm y � Mq i ¢ C�a jp 7g Z 4Fq Z W if ptp. Y S waW v H � a F ! 3 i � w Yes a CO C U LL O m O = N a c r E o �$ c mE E a m m w P �Ci � w U W � O W m H U w K W V t6 Z � O m F > � N U3 2 W 4¢ o G � Z oe� N oaodAD vsn :AG nvlp:vaa moo aye mxir.onm.ra nv lz M s a ao = o g <v o ti WJ x Z dd °' F p Z 2 a e I W W p A � 0 J�•W a o w Wd. vQ QQ 5 v V F W p w w Y g 0,0 (s g c w 0 LLZa w N & m ° 3 dQ� pZ e0 3 � N a m CY J 2 O U 2 _ z a n w 0 LL H Q LU a 0 z W z IL N Q _ SH31131 W N H°JIH.0-.0 p J 0. 2 .... .. ... . .. .... W F z W � O .. O w O - uoi in U) z w n n n U. a 0 z 3 LU w LU w LU 113O011 N83d AS NMVNO - TRAFFIC CONTROL PLANS 2019 Asphalt Overlays/Holcomb A - 3 February 25, 2019 Project Number: 19-3001.1 7--z 00 ' l-OZM v3H 3�womm T 9"°"' 0 ul U'i i avoa IOwwrc oO r F w,r x b-OZM p�50:a a a,U�WZZI m�3fJ J O Q�>¢w�LL W 6aam'Ua>i x YL-OZM x-1---x--i o Q w w I 34W of 0 2 w Z o rcs CL VI x yxj I' 00 Or w U CN R� O (n O � � N 1 A D O CL D G—x--x--� ® ❑ t ® o z ® O O Q W p W m U O l ® Q zm Y wZ Q p O N OF H ® U wp O O 0 ® Na Z O p w0 C Q E> z a m U ® x 0 a> ® 0lQ in O� k❑ m (7 0❑ O O Y C z •�'• O N a �m ® U3 z x 80 ® c 0 w w U ® CO m m o +1 +1 +1 x Y � m _ N o� g >o wzn x 3 (—xTx—� a= EN X W20-4 x Xno MEn I I W20-119 L E 7; o O m m O W Z a Z Qf ? w 3 F Q. V O 0 ❑ Z y J0 Q Z y Z Zd a w a❑ N 0 w >> m> ❑ 0: Z m W p0: Q J gg u u az a o m +, w m o m ❑ r & w az Z W x a i 5 m w w ow o a a € F > as oy x a w c7 r� zo y a w LLo w LLo i w� Uam > m z x as i ¢'� § 2 W Up�F K d ZQJ mO Z 0 N H y Z ¢Z m m 0 w O" WO a g W jZ m HY Ui[ z�m w Or Z. z o m zrc mm wr m m w ffi € O O F m W y o aF =O w00 ro mum x o 0 Q am > o ❑ U o x 3 m3 r 0 m r ❑ w a0 y0 p w ILL ¢a rc rcO ❑OWN ZTiV m 0 a w y o�w �z ❑ p °ao I.: wQ °x d,"^.,< � w o a% y z z o azw LL. N> w z o w az uw,,'ru NNNU ¢gy a Z a 0 z d 2 a1_N pz Q m m Z. z aV FWry EYg w U Z J • Z o U w N O OmZ N O O 8o i ❑U O rU rUap 0:� w UI E U z ❑ Z]O » w m mm ❑- mz KZr wor U O fn mZ. w w p z O O rm SW WOQ ;❑ W W �w W❑ mW U QO QOO QO-• .. a W Vl Z a F N C0 > Q w Z. rE a OF �a S �a �a x o z m m z U z° m- oo o w� o� w az aZovoi arcs w w� z 5 w Q rc H > a o uu vaia =33 rw > z <Wa c❑73 SOQ m m> >0¢ Ny0 m 00 d z > 'o 0 g z w w r o H g'-• a oiorc z > i yw �� Wom w moo 000x; oo< u of 3 m a • o w a o 'a LL O H ?w° Jxy� Yn' r m Zm ti3 Od u �andy� owe m a �JJ c7 a LL I- <0 a w � Z U'-. FO 'am m" U W U-'2i W 3W O ap QOrW §�V� W W OF J Z o o mr m0> wH aw 0 o mw zz it a Krw www z> O F� Z oz m ❑Z 0 ❑ OK O >> x aa� W W Z� ZZ e w rcm zW Z a W Jr S0: VW Oa OQ. 0❑`8 Z m OLL � O Z W �Y dd mJr ❑ QO U❑ Zm N UU UU UatN z ZO r JOB ?i W p z ❑ Mc 0 W N m Y n m n m m U N ❑ W Z W a Q r U J Wtl 956 910Z/9Z/L a9'SNtlld 10a1N00 OLidtlal 100E-8l sal!]1aa45 oyan0 ow0ooa 9lOZ 100E-9t u�sa0\7 � f s _ c 2 I!§§\ :2 !■ � \ ® :22/§2 e ))f|ff - ! \§2)\�u ` ± u.1 z: z )§%k)\§ -x ` ± �®�`� \\ ( \ ± 00 2 / � ; * ¥ » 2 � ) ° } 0 0 § } | — 1 ( 0 0 k o )§ f { §/ <mo - /2 12 \7ƒ §2 \q ¥ ¥ ¥ x � W20-` � \� ew j \§ } \ ! | ` \ \ \§ k \ k \ \ / >\ \ ( f 2 § > 2 _( [ § a / \ ), - \ ! ) § ! ; k� ) \I PE }/r \ ! ! 2. \) �b » 2 a 2 ( )m ! ; E ! § }k 0. §( \§ ! §§� - !/ k( § k | m 2| ! ■% �&9E �!� 1. ) §m§ §0 ) 2 k §m k p§ §§\/ \/\ _ | \ ! 7 $ M §§ k ; ¥.0 w2r \ k ® ~ \ / 2 j _\/ \i ( §B k$ ( k\ §}\) k(} \ k o § § > - « } [, §2 ! e �2 ;;■_ 2 (� `� "§ /§ e ( w( (k k5 2! )!§; « § ! § ' - - § !k k) §`§ `� w I )© "■ e ,® _ _« !� j ! » ) § ] § | !� 2� ® � G® ' _� °_ �a : �§ §k�i §®� § \\ [; §§; !} § / // §; |I § [I ��am �hf § 7 [) ! ] \ § § § § k § k #20 ■� R&; § # !2 i | ; § ; § )§ §) \ )} ) ) )\ \\ k\ \ §u §) ! 0 R § §§ ° `§ | I $ q z ° 2 - § §� ) ± o § , , , a = _ : m , < §§ . . , &k\�\ LL - §)� kit»®® ® f§§|2f r §§§0.0 zE§ek;e \(k( §k / ± to T- x - ^ ~ � ` AN � x J * R } U \ x f x *� (( !�\ o� «� -0 ina - §k » � \4f )§ 2 �m� )/ _ % | (� 4 \, ui / Z » - } � ) k )® ! § § - 2N " Z. r r \ ( § § a \ ( ) 2 ( ) � A � � �� > � ° )\� k ) ( ! ` ; H- f _ §| �§ k k 2 ! / K § | ! | ¥ § �� § &| ■ )§E - § §E GN, l�,a 2§ °§ § i !» | |� || [ §!§ k § 7 / ( \\} (/ ( ( 2 ! k§ ! 77 §//§ )§m 2 f w m a !! a / ¥ k§ E.# 2 »� a!(■ §§§ . ® ° 2 2: ® �e w'@� xkr k M. w _ ) / ) ! §: ;§° $§ ; § ;a E2 ®B B 2! ;«-® e�° & o B ! ; 2;2 `o� §§ !a§ i! ; G ,� *; 5, § 4: `_ 4�} / �; k ) k \ _ w �` k) �k/ �: § : as w; e, !j l4:� *#} �: § L ° - oz - j \! yy 3�, Gk , !k ;_ �a �� k{ x,e = o K 2 § 2 ( k \k [§ ��! ©& § § §7 2k |k § E| E»3« ®`\ m ) (� ! ! § § f § , / k !20 =. �� 2 �z ! §` §®(@ k§� § < (( § §� o § )§ §( §/§ k§ ) / )§ \§ |� ! !] 08 OU g § zo § §| B I $ § ± b ) , . _ _ » , , 2 .0 , , w Z o�-�O um� F ZQaF �C'^ �� ZQwr~/JO V/ Q. l°¢L?� L aw w- mydr9mo U F 6 8❑t>Q¢ a-ea H W z �>W3m0 �8 soy 30m°mm l-OZM w� m O racer. o!s FFi. Z�� avoa awaw zU U K UOKQ>QwN � mKpa w a o.¢Oo.3� 0 n w d w� o U K o CL W g Z Q z O N O g Qx N ¢ ¢ OZm wn 8LOb-Zm 13 13 H Z 13 go } 13 a p J Z Y 13 13 ®® w V Q ® ® Z � ® 13 �os� O Z >- 135^j� ® 3.i 05 w ti F o a ® 13O Ira Ld ® ~ Q Ld ❑ � y < o o = OOQ Q I S E o 2r V j�fN J ? Q J� N m w �orc oY m w x D` �2 _c o z< W2-401 L N �3 Imo m n � ❑ c Fo eW Ys" zDE CLOSED g�'^ 5 a£nD �M 12'X18" 96m R9-11 W20-1 4I I s o� Vl �o a O m h Z ¢ Z Q J U O u o o i m J 0 ¢ w F w F U yZ 1 Y p ❑0 w <� W x a i 5 m ¢Q oa 3 e i y o y 2 a m o < w o W O o w ow 3g x o z ? zw " o x § €o m m 'gm F Q o og zo o N sQ rc < F i.�v' No 30 g w J u 3o i o3 w no mo w as �° ❑o�N z5� o m N y Zcp)wo z,z w o w as 3 wa iama ��a o w w z z p <w'�j N> Z = U ~ ZZ O wm yhnU °$N M. Q z a x add za O m m 00 O Y,O =0�� ¢� w r Z m i- U w w m (7 OWm OZ E Q QNG ❑Q 2 QW -Wl-w EK w W ❑ Zjo Nm U K m SQ ❑U O WZ rcOF� rc°I- U m p z OJ > U 30 Z QQ U ;c y aW Q ¢ W<U W3U O f7 z W O z W x o O iz �f rc8 2UQ a� w r w.w uw �a a �< aQy0 �03 Z am W m i �� O� --{{� oo =� ° mW ww pf w a3 zorpn arcs w� i g ❑ O1 rc !_ > ¢ z > as 03 cw y Ni ioa owo m yW 0 z o o z ° w H gLLa wo> ° a ym zF y3 oo moo°x3 oLL °z w a m o a z k ° s O ZO �w yN� Ym r m `o`0 7- pa w �i Ohm c�iwa N a J 3 < c,�a g w i w w 4w ? om rc_ O m O� 3 3w ❑ ao �zia ��^ F �y Q ? m0 ¢w F ¢ ivy x W o: s yz O> wo. o.w o mw zf xW a �w ILu zw �¢e Ja z Z Q �z O o p¢ O > x c7 w z� z�yw z> O F- Oz p w ax as mom ?ti a o aoo zy N opt �c¢i' 00¢N z io or 3 3 W Z g ❑ U H M < n m m m _ U N io . . . Lq d Q FU Wr 85.BIOZ BZ£ mp'Satl. 1mwo 0!—.l00£-Bl\sal!J laay5 opv.0 ompooa 8102 100£-91 0!sa0 0 B`. § � ^ k } 7K )k)§ w o _ (k�j}( xrlo2�u § §;k4■z! §E§§EkK [ \ \ \ \ \ � o � 0000 / ; y ® © § 44 0 Cl- a r7k Ie ) }\ a.§ )\ k) )) }/A SIDEWALK CLOSED \0 AHEAD u�\ * 2 z \ LLJ§ » � § ) �f� { ■ - e 3 ], § 5 \ . ,�| ! )�§ ( k \ k 16 _ ( k ) § ■ - . ¥ \ )® ! 2 § § _ - - w _k , {02 - § | ) | § § § ! § §| § � § \ k § § §\� ( ) § ! ! 22 !wo / % ; ! (] § 2 k § /&\ !a \ ! �§ j k \\ k k k} )� \\9\ ( \ - . �,, »�� « e } _ FE :: 2 § �E « g& §�®» �!; ] k1. 7 %K) ! Z \ § f2 & °G m-0}% o _ e ) 1 - �`§ & k| §E § /§ [§[§ 2§ § § 2 : ) § ) ( z §§ §m §§( \k k k §B §B §2 ) §! )!�q �(B § ; �� ,a !§ ; ,� �2 _ �2 :f|= S a (® » ; - w . §) §k/ G! a ! ae 'o §) % *! ¥_dk I, ! 77 2 | w § § ] 0 z § - ;! ,�� _« § / !` «r §| kk kk)� k`0 ® Z W # ° ! ) \§ kw ��! �a © 2( ®» 2! & ° °�®& ®! m ) rl k § § ) W. k �- «E2 !! N m a! �; �� m !! »`�w E}$ § 9 [& k |� § § § )2 |i §§§ ;! E § `| k7 §� E \f §)!! 0 § z. ° `- ( § $ � � �� w ± I. d ƒ , , , , - ) § �o . , § E 0 LU W I g—y I I Ha$� o z X I 3 x a _ °i-OZM o I 015t Ave SE N " E a ° x Qcoovoa E , O S-OZM a O mr OI Q D:EA m�q O� O oa�soH�tl Ow o a aoA 2' xee Ka`o a�`Ac 0ICD CD W guy E o po° Z-bM ON I a 3 Tiµ `o.,Na,o ae�Yin Va� t b-TM OI 4 LL1 I I a $ 9L-OZM10 V a aois°i 4 an38aaa I � � c a a i v; wa a et-OZM 1 � N ° a oJ"w oiw`a _ ww f m w °a�wa 15 100th Ave SE SW Ro 3ww ° �O Q FO O pmUOg Z u O Q�n �u Y i0�2 aym O ° N a 892--Ha_ - a°w o W W > �5ii�zw8�o>a`x�qu` FA p tq aaauia f N~ I 4 v d v>a eo wyHaw°z�mfG�mHrc� I -O m -a U 221, COa v tMQ Go O fO zo¢o Oa I � _ o O � DV 98th PI S m m a — - 0fn ON Cl) c ° o ° I m .20 m tA c N a o � ZZz Y I HLLJ :E o o o o � ui fig_—� I DIW �'t0-.4 QQQQ _ ¢ xa i L 0 ib Q 06 DM s �c I E o co Private RoaIlk 9� o I I N #o I w �g—►� I o I I m ti to OI D O I O O �� U g, LU o Q N ' d Y � � 4 C7 �F I 96th PI S w V 1 �L,a y 1 0 t C V w = Yt� z o L W - J �$ a 96th Way o 0-0m - p ° 0-0 ti� a o T o0 ob L T OZ)O�ao ti ¢„ EcgE C 00 Ill O Q W 20-7a m O Pio spi[W N m m j f s W J W20-7b fn 0 F• =3 o��xN_ LLI N F woa J' N NEro�a$� a�9 OV 0 S Ill c W20-1 m u a E d m F E 0 I M W W a g3 d xx a o W ui 0 I N a a z W a8 I 3 a z a a cH c a <c om ° 01 st Ave SE D a O and NQ O x pU�EDrc O `o m m U y�y p N�nc O >oJ�mmamo 0 awt>m a rna ~ O H � ttJrcLLooOa m T-OZM ol(n z X [- a ZK:KKx:xourcvyd a. foEw Vgym {. � E - 7LL ,wM t,-TM o S-OZM o y I d Z-bM b 4 1 a a a A&a w o R> w w s a aryo w� c xxzw< H 1� IIIIIIIIII 3 gwO; p¢ O QL-OZM ` i°w �o 0 omu�E 100th Ave SE f g a' °o w " ia°a ao35 of z=a-Y wa oaava3aa o awnFuu ay°aczo�¢o owzzxoo;z _ pQai�a »ooax=oz eL-OZM o a,n ry '^ o ��rcm oa„w"='orcc o O v ga N rca N wovc��ioza�pwaaoy o O 3 O 3 3 3 z°aao.'an-.ut�zdo, O I x oo-a-0w�lfzw TT >oz. I H«u.-� Fmz,wa ° wgHH>��_J WE. Jx Oco aw OOQ Jww 0 ..�a�Onvii a a 98th PIS 4-TM ° I D/W o 0 Q °\a) O W o�° m yu D � DN W z .0 Z �g Qco I DM F \ -E -- _ a C, mF �co Private Roa #_L� o I wI I t o 0 w cn O b of p o ° E CL y v a ; I ° Imo- ►I - o y o + b Y U of C7 S+:Q gk 96th PI S m _-Alt i; a w O WLij y y d P yaNQ ;a g ! [ b a Y co r3I q 'OE o v,a co d OE0 Soso L E ``` O 0 p Z O U ��I ��` o u�mi o a°i W s Z tAZ A € a 's c 96th Way.. °..° ° o o 0 0 �` Y�z z p o o o Z ~ a 0- 00-0 0 O o Q1, r o �ob o E` �R£e W N • o o o Q O n a o w p wzo-za - W i V1 HIY �'o o— f—o—►� nYU oNa m_°� NaNO M Ya W20 'in § am U w20-1W Q E15 :7 N zoo`¢ E 0 E-9M MATCH LINE A W Y ♦ I 6 3 - ° a w 3 0 0I T OZM 3 x 0 - rn ° 0 a i v3Hv el-OZM. 1 d Yt� raoM ovoa O 1 0 S-OZM m d a � 1 0 ��—��{f o--►� n �n�x� 9 a¢ o f mz o os o Qom ooDv b O 3O O �3JmUym�O ° III .fat �°��o 1 o�1.">wa 0 01stAveSE 0��.�LLmo w� o E@Kc b-TM x�o�mm- dmfo ° a e v a e emu_Ym aV m d Y a =� o rO L d OoNO o#3 N � 3 W mN 100 ° o d °w ° x d I _ i m m 0 w o w� d I w c N U) yU)wd t_Nt °m<o� c° d I o 'ow iLL C x >ogo C C iio-o? °o�'o'ao °I I m m uw"��U 3 -1 F�°mww< go ° `O y piai°i m E v O 100th Ave SE °I I 2(m2 Wo��oiipa��w<no ao�e O. Z)p o i�"��ramw ow n o ° 0 m 01 0 o CL.0 OD 0) rn u o"LLa>.w�afzk' Q.N ML O dF ° Hm UUwaay i�j»Zi�w LLv CO d I uuLL M Z d'y d w n °I O O Q N.O-� 4 LU S2 a 0 Z =oaco N�oam aa3a U Q A C o Y K 0 1 Q F > R O v � d any y O E I p 6N N ° W Y ff�xa h d ayrn 9 I ffi o = �� I o LL 0 0 o -pQ tNsm nv^n N CF Q oaaaveaaaa 4 II aa xxz -aaa rcxa3 any �Oao tJQJx� Moa \ � p�: a b H` 2F 5 pa o CL H ° ° ° D/W 0. IV98th PI S 0 ° oo L) 4, 0 vO 3 eO LO 9L-OZM 40 102nd Ave SE 4°oisolY° ° rLJ x F ° o ° ° oPrivateRoa ° 0 0 0o D w� w 40 m° 4 DNV 4 1 I a a 4Flk ° OD/W aoOI O as N O ;p ° h b 96th PI S O I 0 MATCH LINE A ° L C U 6 Z ° ■ o o W. o b 10 b b 10 w t 0-0 0-0 0� *8-1 > i4 4 96th way Q \ Q° a E„ EcoE C r O. T °61 LLI (n T O O�o� Q O ° R p 0 n M a m p = 4 W20-7a N m` 5 L`LI Y ClOj ty7!' M 0a-L°N8 U tQ W w20-7E W � - W20-I 6 E m� Z�N Maui � _ , a z p �Z-m o v N H W Z C yW .� iii d'a oo 3 Z qy�$ Q ,p, r z g ag � �iQE Z 3 m coilm u U w w p w. �_ G w 7 M 5 ~ m DU 3AaQ� ow 'e�LO OUO w.Uoc � aa DW Z � n LU Y "� ro ZZ M- FER 0- Vl E pmw we i a c m w 3 w° A s O p R d y v Y fV �UO'Y ma3 rw. m m `L°m -o V m=c'; a u N V C w w L o v M. a c w T M V N N C LL Gy g m V w O N N L T r w A H p L U E pl C p N y d U < -O 0 � W m V V y.0 a.01 U m w n GI N > {p mrA F r L p p O N ++ U Q H = x x x x x x W N N N Y N LU c °i Q Q.c a C Cl) e7 a/ ` E 0 V a m goo 3 3 .�a N♦ N Q N I �`m o O ° 2 0 0 06 ¢` U 3 +�+ 102nd PI SE o v l 0 y ao� N a Edcwi �c$ iyyi`� N Q y W >q) c'V8( •m O 0 ZH =per � 393 O wx Q c� Uawx Z OR 2 OZ L ��_ dzj LL of y¢ 20 w O O 4z r•w N Y d am. _ Fga W Y F N Z ¢W j 0 V) Q 7 N ^' O 0 a p V W N z z_LL p 11!!YftLLrlrlFj H2 Z¢ a JF pJ0 U¢0 Y O W p 2 U W N W V d V Z W J a goo �coz n O W a V N '0 a2¢ m NaW W. zQWwp �c5 cn U ~fin Z �LLYWWFWmmj J c�`a "vi wOW a ��+w3wU�f X,,w z SJ� m ~LLh j�W ZzLL N� M mQ i/� N �/ J��¢mH�f¢NOOF x z 3 = saw OWO , Np¢a3 JOp Uy z Q,UU W r Jm W LLUaYLL W LL'p + ��72 E W.- "goo.UU U� K p w�U20¢¢KYwp ¢N M ON pNo ♦ ^ maO O p W UON fig_ coD Z z LL O Q— Cn W N�� JO Oi�Vjv¢izVORw �+ j can rnQ xQJQww. W�Z?LLZ p L o c a c cv Z 'L v= N K W y U a w K=j m ¢ 3 N Q.� cv E 0 Q aw�ny ZOm'�xwmpa�m +t y � ev � � � N��Ya YLL�WvO¢?OpNW � �� cD, ao Z �Uw U W = W Z O N = zzQYoIZO aUZWQWap¢ 1-- LL Y JC7YFFFF Nw-za0KOz~ N J D �N LL�a�a z H-w z y>f a w H Q w J O J Z J Z �LL�J= wp F W a w O Wazaaaa yaaO' O LNL 5 C7�(i.94 vi6i aom�.-F� ac O x v�� c z T o Imo'~ N _ z= 07 Nw yW $ i C aW o 0 0= t, .� Q N I�z v en n a # ay7 2 8 G LU y W 0' M 00 15t LL Q v 106th PI SE '�"��' uos �m n > .`^ a Cl) LOU w gR ❑ } W U Y ❑ N Z ¢ C U W V)a x avC ,° C a W � w Una NF >p0 C, Jm W Z W C 7 =�W G FW N> NUp J T�r�❑'Ott] ROLLN��W UOwQ JZ�T3~ON W FVQw W00WaO > �UN +w Qd o o Ua ao Nz 11O ~ 0U W 4C ¢ Z W z~O�p L,= nag V¢h:z ❑IO-- O w Ozww U w z-�❑m� zLLJ NN -y:r30: O ¢ z 000��}0 O�z�w Lu �3o3UCuw _ a x L. O O -0 a wW ¢ n Z. a UdN J ZLL ZJ OZ W} ❑W >W❑ yZ w 2¢ 0 aC YQRnXW mZU ❑ w - vco N Wl}KU wtltJ CI.~ m —o� E W N .' r NwU❑pUYW �w<zO�a¢�zC=� b .o�u1 N .�.;._... o != WZN QL)cwi ap OLL._:=0❑>z��y¢>ONw rn Q 3 3 Q� I-a ZJ ZZ W 2<iL V) Y ZzwaNZ,-t oUON�,oa V! w <W V5 LL!L<Mzd w V/J WO ❑ a Z❑ zW N V)w>W - 1 a�U FW pZJ )J❑ W �oFW zaQaa � aWa w ;a� a C'i a ci z- Kam❑ QQ Lc) 105th PI SE 105th PI SE O 0 _ V' O CO s•:•$�p i OO L!7 5 + C coim7 C O C O C M O O e tV m E o1 ., w �, `"C.-3 fn a a Boa o Q Q o OU o 5 ° « W C —j O V �O O Q¢Y a Y0--4 C E C M m A\ O R �UtYY Horn m ` o LL- �� >_ 3 2 x Q a" N N Cd cn o �, ° _ 0M w = (n ci -° = co � 3a to w° d m=o o ca a E2 c fll V N N -° p L U _m E Y O 00N L" a)� �O _ Q m C O C Vl N m > N 0.., 0 0 W Ca U C C m O O if m U @ C�.°- F- co= O U J Q ♦- D .@ LL N -"U m R 7 o x x x x x x cp aNiy06't. A i — ¢— � cn In M Im ovnam rn¢ r1 U m y a m `m 7L6 -j LU i c 2 N Q. E o Q O °? E M E r MUua U w _= C U H O 2 m � J 3 s J j Y o c Q CJ0 a 3 w w 3: m Line A E d C oL C cV Y Oy T 3 c y m + a, k ) O C N L N.0.0 N N W Lf-1 H 3!11:: 1 pP o .C_ O.N J�+`t-. � 8i1. (n + '�s N 3 d X N O 00 3g$r 3 Ol } 3 pV 0 c A N M 3 3` l u3o a� �n 3 E � l L m m`2,o 3C. m + 0 v 3 o o w Ud (D - ..*1� 3 Y`Y O<V L.L ID o 0 3 01 n U cv * N o. _ > + O In C... O �IyEU a Lc) m c 2o..a[m o a w • O C ID 3 N U N ° U O.O O1Qd (z, W m U lU0 N a d m a �o � p y U— fq cu 0—p tL Y Wg� �_ J p Q�K Q W RVi~ N � U W U�¢O �� >p0 f7 Jmwzw DW ;vim x 0 +� z mLL w ��p � 7 r r W O .LL ¢ >J N N m W rL . W�J U D W O W J Q L L = W N U r F Q Q Wa U Q Z f n N F W p W O� OnU W W N>_ O W hF ZLL N r O z>. MR�Q mN� O N }zO Q U Or U � ' w C z �¢c~i��o° 2M,w o aaW° � O W N —Q F 2 Z 12,O- "2_Z W C 00 U N z �p �U❑ W NN ~}xOH}� L �¢ fn U t}i ¢�yv �wm �3<�wmw o a c � Q = W 0O°�OQp QZQ ywo Uay w c� cccl-_ 0 w .WQIn o�ia� w ZO� ooWYo�z DW is to o }' ? ��2OU 0w2w wa> wx�,a¢mj cmUW U C Q JOF� ApZp m ZUxm m0ORZ Jm NU Q Q z O Q Q W LL Q O x z v.}Z?Of;a W + N W Z y-,Q O Z oIf Y Z Z W Z Q O U' Vl z,n2?O in.0N ' LU 'W'^^ 0wwQN�pxw ¢OH2pU�tnm c,tr pQ F- LL ¢NLL LL¢c2zmQ HfnZ LU Qy W—R U_R' W J O H p W W> z p O J Q Z J RN'W 2¢E J f N Z J}O p J N J° m J=—J W p w J~Q W Q w¢r-zz QQQQ tnOR QU W¢F W Q + K�cnofpai?��Qm�p rnLO F fir(( 'W V! 00 108th Ave SE O N o v + + + + V C tll �� M� N �� l0 E 01 M Mio V) c .. y y � DW o a f O — W d a y a M $ g`� Q@ o U mE o G Pig T npi N =w gi; 3^ mo C N N (0 0 0 0 m J. o [2 Q- W.vim+ n c - y i a] y 9t yYiyi U cr co LL J ¢ 7) DW =W O YI V1 K S i ' 2 ads x x x x x x x x 4�yyyp'111 m n sty " N N M M M N Vis ¢ a Y i 35 LU 0 It o o 0pUp mf�N: Cate' EL o > wM 8 y m LU W pt E m p F- O w o 0 0 W �„ aR _ m " F U LU Y i InZo g n n o` o d o 0 c E c g o s Lu0 a c> > 3U�Y Q� "`1 ' Line B I e E daui� 0 Z W 'W • Q��O M N Z do C Z OV fill cy 0 o` x � s� sQ QQ O L. i y c y N O z W yi a m Q 3 r X Y N !L C� O %> O e�_° co � 3o• DW Z ,ate k-- �/ « y yZOCOao �S gel« LL w N Q V 2 d m.L. L�r N N R d i8 $ W 0m _ d po vm ; yNo- m I __ a m O m L C 0 CL.., O y ` C r Q O 4 O) U c C O T M O v > t-° ay m O Ow O V�1 W L a7 w N n1 �•U d a1 WU a D JW(n ";O L O1 Q 01 Q •� C >0 c 2U m N a N a m N =O m 0O N X X X X X N i N N C/) W W O c a n~�LO� �y O C M M C _O N U 3 y ¢Si 3♦ 3 'a ¢ Q N m O GI n° �- J 3 a) s O = Q 06 a C) � N +�+ 102nd PI SE o O oo LC-5 O m ui ui oho`n i N O Y 0 E9� 4 3 a Z y � 0 > 0 z m0 ❑ m0 �= L Ua o �0 U O O ❑'z �Q CD low,U a Z K N Z O O �� J S r� z'Z U WN- z ❑ O� aU Y<y > z Qw 1Ovi ODa ❑ OU wfn F?r �/ "QY �_a oy�?.� 1 �Zx z w� ap�0 + , 4 � 'r.; Uaa❑ } 3:J ❑? U W z W w Q �aU Z. Lou J-a N U WU a N�>❑UC7JmmW -2cu U 5yz ? au-iOOUZOw�¢=p y a�La.o W O w a a N n 3 W U =Jw U r�¢aO. azNyU �vN n r�Uwwt/7>OwNzw y � fT� m_Qin Rog W NNaa3WO❑N0z 2E' 0Ut~> w ❑m��LLUaY� L yao + -2 E z 2'� H VU�W=2'NO3NO UUNz v~iOZZ000 O��a�w �M 1 p 410> 1W ds�-- = O JYO N ❑Nw�NwwU3zN UO � ii. � �� o JUU JYU w2raF,YtwiJ ZLL + .Cc c �n (/� 2 W 0 0 a O Z a N C' 2'w II ¢ 67 Q-� QJ 0 0C O O�❑U❑tn❑U❑aw �+ > M � � c.� W c�mw O xJww_ w�z?azo 1 0 ca c -� ~ zW�c= v0i�w�evawYa'ww my IL) 0 a W ZpmJX W mQaf m ELL R E O a J Z r J Y U. ❑ Z W❑ R O Q 0 � o�o�� YLL�WaoQ JZNF oc.>w c� W vi O o0 - - >i-5¢�WU H raJUNJ Zw�aOx��w Vf O ul J z Y W} U>w N Z'a C LL + Z Ir 1:X H -1(JN� a LU �/ J U}F 0 0 N W O Z a U❑z F- N —, ry N w a a z F N z N a W11 Q V O Z JOJz J2 2Q:J2Jp W Q LU Wazaa¢a wO.aUa .� 0 1:ci ri E4 9 66 11:166 H� z �Zss d<r� � ' N=Cl) J, g e 106th PI SE Mc W v m o - - il1 31 gq v a J. o' 4 Lu m ❑pIL ILI Lu 0 N W U z N (n J u 9, xx g ❑ to z Y J W W Y W a ^L ❑ N U M J L J � W ❑ O ❑ r a a� N W og Q Q w a f n r �Zy-�} rr U W Una N~ >❑p U JmWZW JNrI� F nvwz oi0 w- w >-'i mo Z 4 R u 'n Z Nr w0 W JO >o U ^N 3 w < r N =J N r n W r U HN MU W LL, W ❑ W NwZLL d O }r nm¢ wW� Uz¢00 Z I M r m N Q�❑ _2 n-, 0 W Or pr>.-.NoQ a§w O ❑'nZwZ ��5^�� ti p U Q w> LL > Q W z m FQr0rpp� Wxm y Z�WON T—Cl) O N Z. ❑M z O m O N a 5 z w co a z v00❑�Jpaj 20JQ WW03UQN _ O 2 Z. J O Z Z W'Lou O v Z �o0YZ3w UAW ��Uz¢J Q 2 w} a 5 U Q� w m U Q❑W Y O W g y O1 0 U wm>Zp3�Wm�i�xw wpraamm cr � d VIJ�z LL J❑Z❑T ZU: ❑ m�Za�J❑ W _LM vt +' N W U❑❑O U O Y LL O W O F Q Q J Z x_ D a m O O W*2%9zp�pm._:op❑>i-Qv>5 a �wU a 3 3 Q F C7 Q w 0 x= UO j Z LL> W VLLN w <awvoa � u)z O r ¢ N v^ W Z2QzrNZwN>2N � ❑WV^ w pLL zJwWWwN W J WJ�QJN ❑ K zZ aZ 26' 'iQri<O<< u maon0cW❑oK w^OQ QQ LO 105th PI SE 105th PI SE O o _ I CV fn N— coco LC-3 � 00 N > A y oxa o 5 O N 88PS Q 3 � ag 3 � �� s � &•�! o E ! E1� Ua O 8 W L ¢o Y z ❑ C`Vi O J� H a Oro yarn i 3 N � � � IV O > v �Y W _ aCy � m pU 3: a)xon'� y a>z CW y pV« 7 O m N r w m=Y CL o-Fe �jO C E C 3"-CC, �IL) w2 '_� ooNr C) 3 00 3 `t y .0U) 0 0 O y y a, �. 07 L ��/ BOLL Q � `m$r3wa °D J y C.. 0 y W N -2 p y U C W O � U c m LL `U Cx._ oDw m �'d c.� a)a> •� ymdm C = c N 3 N _ UI C6-O CB C Q O C 0 0 y d N 7 m EciQJ y N t U m y a m m J'--' U N 0 L U -C t; (6 O m y m m o fCE J C c L m p C O 0 m O l O x x x x W Q o °' a,MF E Q Qcn a. ) DUW U W D 1- O d m C/) J 3 m Y J W ci W E N C N .L p T pgi o � Nam, C C + N d O N 3 co Lf0 C3C3 fA + B 3 d'x Q� N oo`p 1 7 3ij C + _ `-m C O U 3 N M O �tse� _ a (D �n R 3o C M c Y o° + O 3$ mNo=gym Va o V1 m A C U C N N C M O N N N r O O'O + O > N a., O N m 6TY , '0 b arnoVc� oi� Q lo m c Oa o °2 1 N �� _C 3 Q U A 2L(D m c U °J C-D yC3 clIj O Y W U y p z W w o u o Wg� c o Qe� w awaN~ H cU-i C U w U f a ,�� >p 0 C7 l<Lmu DW d F C.7z m" >w- � DW cam ca c //L� 7 r w O 0- ¢ >J fA y CL w 0 w�Q a N(A W O ~ ~=O=O H U w N U rl U W Q N W O W N W F-U -� �� O O w Z�C M9' mw> 0 UzQ 00 Z F N O D U NO ODw �u)z a3W o oNow~ � o r O U UQ W TNOm �0'LL U QTz Q W L� C O O cz z �Qv��O� w�a N z3woy ' �� > O w N�-a�x? 00: O -a zw Q— O U y z-�afnU zNN ,jx0P: L _� rnQ:- S2 ¢ z pOQ�oao �J� �w03UQN N N R a� aD 2 wi2az00ax x6u awwYOWw pW is C� o = U wpT-y3~wmNJX W wp~Q¢mm �U W U -K avJ�ZLLJozaTz0- o °�6zaZ,o t/) Y pwUO-0wu< �°=az~aa�zx=~ ♦� W Z N OJ Q U Z O LL._._O O>z O O l fA Q T O N w + J C W FQ FJ 2_C7QwO ZO j,N a 2 z Nx w LU ,,^^ z z w¢ 11 N o=w Q O~Z J 0 O N n O Q � Q LL V! Lu MALLwa 2z_1'Q z�HNz atAN j2QU Fr w 1~ Z J TO O J N J❑ C7 O O J¢z J w cl F J JQ W J_ K J 2-J wa�zz4Q¢¢ w0aQUWa o .rwc;¢ Q In U U N< a e 21:6001?^ O 06 t 00 108th Ave SE O N e c A m ` Lm C M M M M Q C tl! �` � 1�f1 N to c,E C M M �'7 ggqq Lm ,O N O�� N gSF ., ¢O M O DWW 72 € 0 V x µ x C L U WGt 0 0 0 t7 r $ .'wi n n a p O Q L p w Q m U U o E =Q C m N W Z q• ;i U J O -/6 @ ° O. Q O N C .0 C W Zip � � � � J m � DW =��o � w : _ � � Y � � Jill 0 N OI 3 J N 4 yyyp11� V1 M N 3y�7 i 7� o N m °` m N m a U m LL Q x x x x x x x x x _ w N WHO `W Q Z z �' 3 � fn ° 0 y loLU NS o `w - aR LU Y v, z dd' J2 o o 0a Ec w0 a` co) �UmY ', Line B a y CV 6 O poi LL y y N m per ' c ; 3 w OW O a z n Q Co`r' E ` O Z z U r �� N� o~o� F g fp Y y y Q Z �O w o oxo y u DW LL ¢ a o p w ww w `' i ��H 5 O Z K ? 4 WF ❑� < 3 U a o y 3w o? cwi� a o � } 3 z w W o �¢� °o Luj °J�) a a Nix �a zLLr ry U W U h >0 O U Jm W O C R �..... O 0-1 I-- K n' Z m LL Y W y r W J S w j ^' U 0 y Z W N N�O LL Z W J Q z 1� � L W O W>cQ V Ny3 W r H x Y J J OJ C $W p OO I ,mU N c n U W Q Q LL N p W >O U Z O. N p>-`� y r p zCZ n�¢m yri ¢67 O _• � � y O�W yyz}—p� �yx _ L. O V UN W NOm�O'LLO ¢}LL w O VC�U -. S Cam_G ~�V"O' 2yLL O>w Ox�r 3�J 00aW y 7 OC¢7Qp wK'WmO LL.ccO O7 hawZ O rO zo00 w OU U mZaK U 0WyN-wSOaN on w� w a QDO _j,Fw 0 09u) �j UW O O m m wKo O W "0_p W Y w wr paiz0. L2U Oco Uc O mGf y0 U O¢UZY W W ao�Q J?U�W 0 � p` Z UOOa W '- -(7>zF }�� -- L �ULYY rQ J-ox- zw�¢pw=a'>ULL c o Y LL W > N Z y V/ L U Oy J Z Y U-y--> QDOLL ca ZZ Q OxLL' ¢r Z JUR'w0'QZ Q O r J(� } Y w r 0 a U 0 W Q O W O z-r Q- - M v c m ¢y LLQKpK3 "�wzai ova-�� Q� a.) O « C Y W J y r O W Z W p Z O J Q J O W W J w U 000 w J U O 2 J¢J C V/ N d 01 N 3 W QaZQ¢OQ� yO.QUQ Z6 0 Lu JN N cc C] C7�y�i�oiQ V K ui renmaiQ��SU.- may" = E R — Q 3 d'x o a'�w 96th PI S I D IL U a, t� m m p n }i y•V O C o O O) { «w d A« 71, } V/ 1 y y N O \+ � O O W .0L y y y E O'O � a «= 3; Cc A 'eO7AUccw >` 0 L c 0. 0Lw 'ALL m m w U m w oT+ + + Q coO C D 4 i y d 41�O m rOj C N N I��N�� O m m V-C y Q` C•` C M Cl) co C7 �U m w am m rn .+ > m a N O n N 3 co >�JF W o w$ c n Q N min r o N 96th Way "v rn N u r Syfgo 0 m O � m � L U 0 O Q O m N m O L O m ¢ r U E O x t a Ced c m a o�i L C O D Y't 5`9n5 Q 0 0 0 m tzrn m Q_ O w H O x x x x x x x x v M M N N N k\ r t 2 1-6 � � m • rl' vI a Z W - $ S mn I 0 ' I44� 0 C U A 35 pl :.g o c'.,W p� -- a ,. o - ta w = _E__ J CY o c m s I RQ a� � � N O L6 N^ O z Ow nm oo� �� ° w O az O Z Z U F 2 0 N J Wc.6 io Y w y a Z c~i w¢ _o� �w O ° 0 ¢ zw �w ai c, 3 pE >- ° z r Jw ¢z ¢ cc" s as 3 U a o n 3w oZ �° N L E ¢ N¢c, W a 0 a < . � ° m0= nQ za� W U Q ��>°O� Jmw w O C R go .... 7 C' w m p li W¢ »C9 N W Y � yyy!!! 'L N Z O>-Z W J Q Z_ L w p j4Q �Ntn0 W 0~ :,i O J W = J W U H Q Q d ¢ Z N 2 U > F U MUw fn W° W NQ �/� Ya' N Or O zaz MKap,w 40W O N �0 O U UNw N°Qw�wJ00 ¢N~ Z LL > W�� VOOw=�N F'3�n w v �o o LLI 0 w ZOO N=iZO�0 KQw w / oo� U QU O I J U 0°rn °NW�Www Q3°zw W ca y U O 0 ¢ z zo JrU�J�H O O�n _' d.- fn lW w;Op i.> z¢ Z W � =^U3�Ww2 i.UWn w=° E W --w wOUpnwpQwwxQm` Q H zo Ja % c oLL o2'ao > oL@�oc oE7UY uE ° U Z _D o m zo D0Q >za3¢ QuU U W Y w Zw NJrW > 2WNW>p O O'n —" U :. Z Z Q�YOF LL' QL)Z JUd'NKQZQ 7�� O M do 40 LL�rU�O mW zd°Upzr� a— Q w C Y J N!-°W Z W 3 Z O J Q J O W L u f n m W ¢ f n U 00 C N oO ZJ W OZJ*JQ (n2'J2 J25 Q >=-O N W W Q a Z Q Q°Q p to D_Q U Q Z O J N fO—cL._ 0 Q L m NL coLu "i onmm¢��SU� E R E ;0 a N_50 '� f0 O� O 3 v x o a" w 96th PI 6 a c..3 u.l c-> Bo 0 d o 0 ML O Y ° oN@ Z Q /V�///�� 02 (/� U v' y N v�«tolu a. N 6. O y ` N3NUdy Q c O c a �,O -u� v M C.) eft U u in a v m c OI N � Q m ♦ 3 t 00 •��_ C N U) ssm way +' aJ o3i N � H Sy�80 i� �S a m LID o ¢ N L N w Q o �c U o J C o -M o c c c C '300 o OI N N ~ U Q X f-- a1"fN � �- W � g � w r O C -O Y WE E$ M F N N p« ( U) = = d @ m V� 4 N M ... M 2 Q E w w LLJ 2 n O $ �p Z. y 2 Z 0 aiJ e w O aQ O i i 2 "J LL Q Q U W w Jy W.> n M $ 8 U 0 C ¢ ' 2 m aZ Q U� y �p e, o g Wm W tag o ;;� >00 q gmw w Y a y Z w Nip WOgz ¢ >JC7 y K yggy`s � 9y w o >�c¢i �a ;aU Q ife� LL411� nVa' WN>_ O wya 0 i e.e 0 z ��Q 0°N'- a Qpw api V t7� pp pp �u s W f-O> N N Q '•-U '-2 a..m O f g h � U U N W F R. W LL U a Y LL W Nr- ar Rq LL > �Ty U0K pSW N OQO 0 w 20a' 1-. U 20 6WZ W K O � y 2O� paw Dy0 WNN G U UON W fwW W QpNw S W p¢�yOQ7 202a N K 22 rAA =W a o . w t7 aF�pap3o U�m Up<r w �� o oak-' g . '4„! OZ W wY00VJ� KSoU O WYWOvI :FY n c2-i w >-00,<0o-Lm ��'c W ~a�Om 4 Nmr � a DW a Z3�zzWa U_ Lou m za�Fo W v w c0 :o¢EYLL2 1 .0 ai�zzu0 --d z s Wzz ° c°�OOY._:_p >z� �3a}2oU ~0 �E iz a��owo az''zn 320�0>.a -j0 pYw~ a U w Q w0 rc M �J �yNLLQa'Z wQ ZOF V)za)y a'>r2N W W O w J U 0 2 J a J K O O K J 2~J 0 O W S U J Op WQa2QQ06LL ra aQU0-C OW¢ O 0 A m C7�tn jam<vO ui Uai�:aoa ai¢--Sm- Q C Y C , m > a r.i v a a 5-- m T <o3i N o c �o��o C 0a: w C w 3 mEo� « m m m C1 + Y = c o u 3 10 U1 Q 3 d > m'm a ��Ic o V! V/ Y m� 2 fV t o ' p W Q W G�+ C N ` a C m Q T > U)y C— O.Y`Uy D M O m . N m a m N Q L O cpmmmai'9m m m V'2 m a v m 100th Ave SE m w am m `m oo Z �� co Gw O O o W c V T N^ N m0 ` L oco 3 � O o mCID Lr� + a N pp . V Y 3 ui N . . o C t E ,/! �El L OI M d O S + Im d d rn c + oc3O N ` LO U co vU0 O N v v v m C �.�j vi N o g t oats o > a e o v ¢ > v ¢ ¢ a V -o m Q o V U o o m E � a o U ea) U U o -ate o m ¢ >O Y m C y Y C 'C K3s y U a > m 0 J m m L 3 a U w.0 0 a m a3i o f ai a3i c O c_ca a c�a c o m m o m rn v v m � mLLwwa � � � � � J maw x x x x x x x ' x x x =_ RA o L (n i U 2 O L N C�J C O L O c—:, N � @ W O m m LL N 3 U C Q p 'O 41 N g6 > m a N J L m o Cs�a E s V O iD F-O xal a tC O� O U m N W D Oi U m E Y y mr i DUW U v/ 2 J m0 > C m Z d y U IV Z 7 O D Y 0 c rn �' O '° inUaam0 --� - UJ UJ O Q U LL d � 3 Q 3: ®1*ka=® Is E =O ppi : LU i R $ 8 �Z N Z Z L N J C as a U W O I s s 3g = w a Q O jL- o ?W WN Jp NZ oN~W z x LLJ z UO 0 N z w Q m = 4Z z C� 2 -j 0 X w Luo p. 7--a p U W Up � QLux W cNOF UZOmW Z UW O ~w JQz W W 2 > MHU) Y OJ w a y w 0 3 y Q U s ' li Zn^ nl�� m W> 0 Lu -0O�w N_mz }NU �C, CW.) U N W ~ mLL W E.E. O r a}w W wZ R Q W, ' 2)8 W X,:x 0) Z�NfNN C W- EL o o O W. ZQY N(xj� W Ory OF 2<.Lu v .MYi $p r=s ,.� J U OO N ON W NN W Ow NN ',�LLVV �ngV''Z a z UZ� JQU 2JE ~ O~OWN LAL/ MO �•-oa a a~f O v,� �oaO 0'N� aKxaiao�U NUaa�oxWow Yaz} W UOOZ� CZ,W w..F O U 2W }OdNQNdW L-w >w 1 U~ d S Hz� z,ZY LL U C, ?d Wawz o WZ Y i W z YOF ZZwW Z 3 U Xxa Fmz 5< W � Owm-ww O JJ JWOz U 00 W Q zOaQ<a) UNri Q<O 6L) 6neoxxm¢¢a�71 c s c M o _L C w LO R fO .i W 3«O. X O`d� w M -O�N • 3 V 7 a< p o c �L L IUO t0-L O VJ VJ .O r ` A r h N W 3 x w O G N Y 10 p N L I.L r Q lO C �3 'E, C yN w w O m« a `m-c.3 u o. $� i Q L w C r O ;;t U CD Q cc =LL os.m ) O � 3�� u0 100thAveS O mm uuv ym ca° U A w a d A z 00 U w N o z LLI > � m o O'� o & " Ywa o_ dill�� O C E C y N 3 �s u Y m o Dais aCD o t + ry w +O 3 rn 9a II CLC) O C 2i O N N H O) o U U O E N m m m 0 � ,. N o Q + 3 m v m ID -0v v v u U o00 w U a o x -2 U o 0 o J 0ic + o o a Q >o 'U` w o m Y Y x a c N N > J L J f6 f0 f0 7 O C a Obi m N N O L N N N C O Cl) •� V m Q d O N f0 U m IL X0 cn O Q vl` � U i wo 4 F n x x x x x x � X x x x x x N M M M M N C5 -O - � O OD O c6 c.) C N 7t Am O-ia Q— c N LW O L O T> N ¢ N U r a) Q~_ A � a O cn O m'X F-N N f o 6 D m p CL= E C N N a G <D F 9 w yO-. E =a E U U O V O m C N N! DUW (E W N E Y `y Q m L w F- O N = J o c dz �. j Y o c rn U° p� Y v9-i U`a a 0 U J 0 QQ IL a` O � Q N N z W Z � Z Z U -o r o y� w N O o m w ° LL y •�> ¢a S°a-F i >a a w J m ow)a p a i L wp U p dF r N O Z W W a OQ U iD WO NQU W 3 3 m v0 m e O v ¢ ,�� LL,>po �mw w m o U LL > N m H K n Z m W Y W N H w J j :O m O TD 7 W o K IL W ¢ >JC� N fAUaLLF-iq N Z J Nh' O-z W JQZ O w O > Q O N N W ~ H S Y J H U W U r H¢ ¢W,W C z N 2 U ♦ LL z- nV w`n> O Uza O� O Zaz '?�Q myr � ¢t,W O T N N tG W N N Z }-U o M N= H T 3 O U U N w N p a R'J OU Q- Z (Q y }LL W ai Z > �yN vow pew N O¢O p �� EEOp Wry z�NNN OI m I^ O w NOV �SZ OO. O QWzW } O¢� Nyp WAN p VOQ�y 3pn C C o a 3 = w OQ,y0a7 02a N �FZSN G 3 + N N x ��O�=�OW U7N UZQFW �� v Z W wYp O U a w E L) Q W Ye 1 U W Y O N p H W ID J X W W ~Q p m ZZ Oa. aC c1°+> O V DW ' N a 70Q¢Y W Q SpZ QY JOLL1Q W o > I wz UOOY -o >z� ��QyZoe > Ha J�Ur 2'Ja. Z W 2 a O W 2�>ZLL Q + ON Jy ZLL W O U r/j>NN Z1Nap LL ZZ a�y0�?� 9Z~zw UItoX< ¢ Z�Q Z O H N Z N woz N K>(L N w W O ` N w J U ow p W W O p O J Q r J O W IJ J J co N WQaz<aoaLL NDa¢U OQZ O�OwN a) F- 0 -i 9,,. < o 6 Uror coam Q,¢7� O C O O Y I I C N O a1} d a� rn m 3 'o Y ` ma v am5« 10� � VJ W O x ��//�� LL X - N V! VJ �= C O U 3 O. W L ry C d !O =L O Q Y V p N L � O d O aa: 9 ! �om U c o 100th Ave SE '-° o.Y.TOa�' 06 .-W ais«U ar O aim O � 2c> m'L co XI1iss ! s Cl) OU W y ; d � Le { l . U E {pa o eo § y5 gg N �d aK 9 F omm ,- 3Uo.'Y N N 'E $ 3 y �/� �p w a = a1) a`) F g�� z w� � � a iri o � = O N 6 U >_ v ¢ Q I� a9sSi~�j ~ U W.- y U F- v _O L u0i y r Z_ + •V 2'd% d O U Y O O J �� IE J ti Y O n ¢ O Y Y CO Se ^ w0 IL 301 3 L U IQ . LL 0' X On N H N V/ O U C XA XN K K K X X X K K W _N 4) Qa+� O� .N.. .V Q O ,OLLF-N O Q > y Q'Qi > O_to E _ Q, r ° o QYO ? EM E Q W D a U m Y a y a C Y 3 a i O L�W U y = o > 2 Haao 3 to W CD .0 ¢ voyam9 J = � J ° o m 0 o o Q ` g0MLLF-vi Q LU ' ¢` U LL o_ 3 j r D m O W> U ¢ > o d $ 9 rN r+r 0 3 Q Z oxa yL W z $ (p Q Y W E i m > p Z O O W I QU' `�NN Ilm p Z 1p� ' uw ?� p 2 N Y m 0 m C Y 3 a o ,,r W O T N $ r q >i K O p a' N W O M.00 y 0 m °a �'Z 3 O mF 3 y mLL m 3 ='a U Q Z K N Z O Z m 0 ~-i W l�9 LLZ j LL N Na 20 NULLLLHN WiN n M'/1 F f¢ w O 0. w 106th PI SE Z V Z U H K N Q Q:rrn N M N ,s#j Y.N j 2 OF V W pvld__ 00� Q O ZfL ~Z N FZQ Q W Z W�. y + W_O c�Qp > pw p_ UW c o ❑NZ Q OQJ Z.W NQJ O) M in N J J gg Q r2 J O O= M Q Z y U to + 0 11 $ $ a p~U Q N�>p00f7'JmW C + Qd _o .. _ m 3 V W.n1 ;N ~R'n Z apiLLY WwFW JJ C O N C~ 00 aNOOV zOWJa2 Ip M N L W Q.- 2 C w0> U ^NN�WUQ�NN a aD Cfl.^r M �y HUy y �V W ay WpWNZ + 3 N Z LL o O 0 Z M K 4 m W F go U Z O fm7 O W S a �w� ; NNZ a3 WOpNV C M M N = 0 n e_ Z LL'Q: H O F?�N ONZ � N2?ZO��=OK r`oi n i _ U NN �i M az� o �}�f� Y 1 3 0 00 N�� O =3JWW?w�UZa igf�2 uVi�w�-mvt�aW�w + awF^y Zmm�xwmpa� N yQjaQ YLLQ=aZ¢?ZO H .O + + + pUO1cU �W O J. N mm �OoO� F Q O U N O Z W Q O=;W R C C) M M M = co O N J Z>W> U>N N Z N Q O a`�+ > Y z zjYomo 9,zwawwoUOZ �o N N N LU ZJOJZJZ OW-12JOFw 1 I, wQZQQQQ9 W U' -�i 0i 4 ui enioo �: { 0 a QLO 105th PIS 105th PI SE O T + N NO CO 9 r,E M.r M M CO Ir-L) N O o a0 @ f O a 3 N M co:n N 3 C-lio cl, 117 m C U o c 5 O ' gyp r� o W co 3z_enr` C L 3 m-x m y y•� o c 3 aoE i4 N + m Lw d�LA- O ° m ul O y c O C M c a t= N N m 3« 0 O W a+ U U a O ; p3� cym CO ci O m U L L C U M a m a) a) o Q m 0 a,«m; 0 C: -o Q ¢ ¢ > a a 'v of U c c w >` c 3 c E cam' Lr H° L o w m U 0 .r E mLL y m N U d N '>O io �^^ Q 0 O U m y 3 i U-O `m Q `o v Y s `m c c .° mm u2 a mva10i a 1 0 __�� o m mmm a° J .0 �U A.y am � A 3 �_ O � c o J L I— o v m o c v ,-v° ° rn m a � � o x x x x x x x x x x x rn¢ LL N . 7 a M N N « p C Cd � Q C� C _ 0 v/ 0 m�arm to QG C> �UW U LLJ 9 U Brno = Y J o` c '}rny m2oa W 0 aW Mca ou i0 m NrmmY aaom ;N Q c 0 3 a N i i 3s (6 Q > o Z }a 3cm o i w ? S i+iOO EEas q7 OW ¢ 101-0 W!1Z F2 OZ N,W z @I N¢0 O Z Q N �+O 106th PI SE W N r� d z f a w O a ZO ^W LLQ> > o aN �zw o' vj�-+�, Mn is P. a : Qoo °a z_w aYaRl Uap N �i�j LL O? U¢N OI 0 in iww o �°acJiowg�w in o a '' a�Q NSW �4,zaw� U 3 rn a a'1� Z �aY W_cn W Jmmw Du C Z W•an'. yy :21 J NMOOaZ W J¢aN W 0 j ¢ O N N 3 W 1 F N y OJ40 QLLN Lu K W— AU w>QOZ ZO r-O� Z M'�¢mNFf¢C7 ON r M v W jg`^.,.;e S LU QW IS NQaW Oa WZCL �z awJUZa' aW°> - OF0� U S= O NW I� --- Z F N U O W N N~x O O 1 p — JYO N QNW�NWWU�ZN i � M =W0 O Oa�fJayOYw co c��w QO x3wW?wOZ?¢az TT �L'. NC wMaj¢w�=j .O + + + J F W m J X W W�a F m V C N �m m 0 �I Z C M M � 6000o0 YWfw F .O AIL aO�J?NW mN o o 0 WZ JUNO '-(�>ZF Qy WU a� N t+ r-¢ J ZW2¢U' xw4a 1 3 3 3 ZZ¢�KxK a f-ZJ U NR Q¢ 1 yWC7zacu Lzl Cl) Y W J,WOW a Z O J¢J W W N J V! JOJ ZJZ �a'Jx JQ r W¢ Cl) ,W^ WaZaaa¢ NaaUa .� W v/ C7 N M 0 N�e n oD of F= oa 1 5th PI SE Q � 105th PI SE _O N t w O N v + + + N N 0) Imo--�f�o �a�l w c r�i r�i r`Qi O V C t W 0� CO 000 xeySP 2i 3 2' 3 m C V G d N 95 9 w t E151j Y C a o 3 d 0 E — �VmY Ul w N'w0 > O L O_I T N V/ x x Lwcy � y 3 O cU � N maw 0.. tom o N + O O .m. w O O w c 0 O zi+ U 'O U O •_ c O V 3 3 !n L r1 v O m O d m m L m U L m_C Y O O m 3 p C « + Ul lC0 m Q -o w w a -0 3 m w `� 6 HO L m N N U N Y ..�O S N L a 'O v Q O O U O N E 3 O ?' `L y.0. m + J J Q YU w U J o w w .O. H > � a� w > m m m L J m D N C.. O N m Q M y a rn m o r 'c O e GY m o m 1 0 o O w m 0 c -o v _rn �_ m a c wsy 3 cv U m LL d' O (n (n ¢ U. y ;y O 0 w'aof a A/ CD (n ao < 7 0 M N N m m w w'O w r2 U m y O.w W ¢.- 6' 0 N w r o E e� E p U L a~¢>�65 oUu:l U W C w d « cL HO Co .2�o `o w H W = Z 1 N Y J 3 w m aQi Y wQ ayi �x %`IS O c .. _ w `- o x a0 _ d O ¢` U 0= a` � m a i m W aomoma inUaWFfp Y =W o N W CI O a z •nr > ¢O C > a Z ¢C7 W C;. O O n }LL 3 p Z N G��:�(n N z y� O W ¢ O a F =1b 84 M # fi g 3 aZj ~z 20 WId NzY QfW N O A O S i 0 Z Zp v a106t rryn ON0 NW U¢ z VI a aqqgiE y : E= 1392gl' Qa 11 �zl LL OOQp Q O ZC ~z i Sao i oW °z �w 3 LU q a ZWW Q �QU "-may W°W JV y o �� (n " N13 gng p pwQ N�W �CQ ww °f M v �C3 U W U ° OIL>p NU' J mm N = W S 2.Z J N OOLL Z W J aQ a/ FU w MU_w¢N W pwNN M M N Om Z LL N LU OOz v MKQUWDRAW D 3 U R $I,Nam^ S �N° w NNZ>N W�pyU d + 2 d ��= w °��WLLooaR 1� ;F ='= Z K w, - K OO p W 8 6 N Z-W > 1 ONZ NUzZON2=aO. Q r J>O N_ 510wa wWU Z M =W0 p O¢°2J¢u~i0 � Y 1 00 NH O =3wW?w�Zia Z1f�2 UH W mau5<,W 9W Q awF'y r Lumwxwmpa� N°OHO Y'-C7>Z��a?W d C T y F QJ J C•` C M M M d 2ZJZK2K UFNJUNK° '>m mN n v Y ¢ -0r ac)zw¢w p d Qv0-iLL�a~a N�vO-ioi�a¢ Q 3 3 a� LU LU za?¢a¢a Naama°~� w C7.=(�i vi�a� vi(ereo ai��l= oa QQ 105th PI SE 105th PI SE O d C d m c #o c y °Od L C Y L y d N+ m:E �� m N 00 3 r x 0 y II N�� Q Ov d 7 0 CN - at°y0 m « �ilnCl) Lu-E co ' cx? 99 `AiF OUr " l 3YZO, m gk 19} 0— 0 e LU T 3 0 3 A r y m cV did ` 0 t E � >_ 9d«C'3-0 a a C) d Q (�w 0 CL 0 y N Q U w T O Y ` N c o.Y 09� �Zi2 N p �LL y m `U m o a� a�'i O G M (ci c 0 m� m•9 R A� �Y p` i>1 ,, d mlp V•O L cd W c �UIYY �Um'yod � `m L is V, N d 2 t _'+ 3 = x a0o c b o"oo y y N OI M B O LL 0 0 _ U W cd to U wa am o Q d d d - ca cv c < < < CL 3 + 3 J maw O C)¢ OOOO d 0 > oC,c 0 O cuU U m LL a' O Q �' (n fn (n (n H J 5 � O x x x x x x x x x x x x x b iiiiii�� LU M M M M N - - - - - - - 3 fn U � I � > d L O d A O O W U F- 0 N a > m G °C � = to 0 > d v z LU d L d U ¢ Y d d C Y 3 a J Y J o c O� d Y 2Q•°O � � O o y m O 3ma'm3 Q LU 0 a` U IL a d y d > d N Q, f� v0c�aLL�m O y W o C6 w ❑ 3 a z a s a ¢ ; az =� xM RSryg > 0 C ?� ❑ Z fn W'4W 0 0 0 z Sk x0 ❑ K NW GF�a rn nO < 2j 3 Ow ¢ O a'� NrU O Z 0 =O z U¢Z K NZ OZ M W V 3 Nao 0 z Orn n❑ .o WN � en� W � gid�. W W z z o O a cai 106th PI SE ¢«s c N ; n } . yr} > z aw �oui OLpp �N A a . 6 Bill Y❑m Z y Z W a Ja❑ O�Q y 0 a3 rzLU a a wZ Wes, Q Umma� YWi3 p �O U U) o I R Zww o o�a� �w4,uj J� H T &�< 3 3 " -° 0� 36 a � J a�Q r�QLL7:Nn rUN SaafD oWW w Z W F >— r�avl = 0� LU —Q x pOw> Jw MUmvuwU - mm J �Z naN WZ�W nO _ yvU E> 6c ZNz Q 2 C r R«gg3�W 0Wo > N'Q¢§W202 -Z a W ❑m LLLU¢;�W _ z�x r �p�w--xNZ3wm a r 3@ 0wrn U rxZ❑Q= 0—¢Q'W L UNZ mQ zyHrxO Q • i JU� N ❑NIL W LL1 W Q3Z W � ! fi M =w0 ❑ oa��JaNO �N i ti �co �w O 03❑LL,LL,az Q) z W2 2 C Q U w Y N r w m J X W W. a r m y a V Q w W Q= z m?0 0 W N O O O y ¢ 10 T W> >�NZUxa W > �o to v v C 0 0 Z>-S 2' U H N J(j M¢❑w � • O N N ?LD>. aUow¢w0❑� Q 3 3 3 �wLL zWrnz 05Maw VJ wJO JZ Jz Zgo�x, JaJW WfnJ LLi W VI C� N th O N t0!�ao O1 F-_ 153 tY _ oa QQ 105th PI SE PI SE O CO c m c•- c M m �P> v n � m 00 Q 3 3 3 N c:i N^ N co 4 co $jj L O CD 4m CY§ co ❑ L r v C U N C jV O C? 9 g d m O ~ N M r i �Y =w3o`o CL j! � sE Y W L°tom V�y O_ o� S f 0 V U U°m ^ O wLL v�a c� + CKS JK '�o G❑0 y m a-i"o O 2 2 LN _ N H U W 10 M N U O`o O 0 O -2� U d C L @ U d + W (p N C i� m Q Q Q . Q a > 92 v m Q a o 0 o L) U 0 ai E Q D m 0 0 0 E m U (0 ¢ O O Y Y Y O C Y CC M N N N l0 l0 l0 J N 1 4-1 rn v -i 3 3 3 3 3 h o aai @ o c v v v ° rn m a o c o 0 m U- cr O in in m < of in f-- x x x x x x x x x LL V O O V M N N N Q- aN+ U a 0 0 d m[n N t0 E 0 L U a H > 0 9 R O O ¢rv�lL DULU U � � U m d mL �� .. F- 0 c c o 07 v 0Joa cn N2 a) o > � � z w �_ LU N Y J o c rn Y Axaa0 °a J cy o o Q.- w �j0 < ci LL a 3 � oAo2a PREVA I L 1 NG WAGE RATES 2019 Asphalt Overlays/Holcomb A - 4 February 25, 2019 Project Number: 19-3001.1 Page 1of15 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: 03/12/2019 C€ € nt Trade Job Classification Wage Holiday Overtimel Note King Asbestos Abatement Workers Journey Level $46.57 5D 1 H King Boilermakers Journey Level $66.54 5N 1 C King Brick Mason Journey Level $57.32 5A 1M King Brick Mason Pointer-Caulker-Cleaner $57.32 5A 1M King Building Service Employees Janitor $24.63 5S 2F King Building Service Employees Traveling Waxer/Shampooer $25.08 5S 2F King Building Service Employees Window Cleaner (Non-Scaffo(d) $28.13 5S 2F King Buildinp- Service Employees Window Cleaner (Scaffold) $29.03 5S 2F King Cabinet Makers (In Shop> Journey Level $22.74 1 King Car enters Acoustical Worker $60.04 5D 4C King Carpenters Bridge, Dock And Wharf Carpenters $60.04 5D 4C King Carpenters Carpenter $60.04 5D 4C King Carpenters Carpenters on Stationary Tools $60.17 5D 4C King Carpenters Creosoted Material $60.14 5D 4C King Carpenters Floor Finisher $60.04 5D 4C King Carpenters Floor Layer $60.04 5D 4C King Carpenters Scaffold Erector $60.04 5D 4C King Cement Masons Journey Level $60.07 7A 41J King Divers Et Tenders Bell/Vehicle or Submersible $113.60 5D 4C Operator (Not Under Pressure) King Divers Et Tenders Dive Supervisor/Master $76.33 5D 4C King Divers Et Tenders Diver $113.60 5D 4C 8V King Divers Et Tenders Diver On Standby $71.33 5D 4C King Divers & Tenders Diver Tender $64.71 5D 4C King Divers Et Tenders Manifold Operator $64.71 5D 4C King Divers Et Tenders Manifold Operator Mixed Gas $69.71 5D 4C King Divers Et Tenders Remote Operated Vehicle $64.71 5D 4C Operator/Technician King Divers Et Tenders Remote Operated Vehicle Tender $60.29 5A 4C King Dredge Workers Assistant Engineer $56.44 5D 3F King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F King Dredge Workers Boatmen $56.44 5D 3F King Dredge Workers Engineer Welder $57.51 5D 3F King Dredge Workers Leverman, Hydraulic $58.67 5D 3F King Dredge Workers Mates $56.44 5D 3F King Dredge Workers Oiler $56.00 5D 3F httDS://fortress.wa.nov/Ini/wanelnnkiin/nrvwanPlnnkiin acne n i a Page 2 of 15 King Drywall Applicator Journey Level $58.481 5D I 1 H King Drywall Tapers Journey Level $59.32 5P 1 E King Electrical Fixture Maintenance Journey Level $30.59 5L 1E Workers King Electricians - Inside Cable Splicer $81.32 7C 4E King Electricians - Inside Cable Splicer (tunnel) $87.37 7C 4E King Electricians - Inside Certified Welder $78.55 7C 4E King Electricians - Inside Certified Welder (tunnel) $84.34 7C 4E King Electricians - Inside Construction Stock Person $41.49 7C 4E King Electricians - Inside Journey Level $75.80 7C 4E King Electricians - Inside Journey Level (tunnel) $81.32 7C 4E King Electricians - Motor Shop Journey Level $45.08 5A 1 B King Electricians - Powerline Cable Splicer $79.60 5A 4D Construction King Electricians - Powerline Certified Line Welder $72.98 5A 4D Construction King Electricians - Powerline Groundperson $47.94 5A 4D Construction King Electricians - Powerline Heavy Line Equipment Operator $72.98 5A 4D Construction King Electricians - Powerline Journey Level Lineperson $72.98 5A 4D Construction - - King Electricians - Powerline Line Equipment Operator $62.06 5A 4D Construction King Electricians - Powerline Meter Installer $47.94 5A 4D 8W Construction - - - King Electricians - Powerline Pole Sprayer $72.98 5A 4D Construction King Electricians - Powerline Powderperson $54.55 5A 4D Construction King Electronic Technicians Journey Level $50.57 7E 1E King Elevator Constructors Mechanic $94.22 7D 4A King Elevator Constructors Mechanic In Charge $101.73 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory Work $18.25 5B 1R Products Only King Fence Erectors Fence Erector $41.45 7A 31 King Fence Erectors Fence Laborer $41.45 7A 31 King Fla glers Journey Level $41.45 7A 31 King Glaziers Journey Level $64.56 7L 1y King Heat Et Frost Insulators And Journeyman $73.58 5J 4H Asbestos Workers King Heating Equipment Mechanics Journey Level $82.51 7F 1E King Hod Carriers Et Mason Tenders Journey Level $50.42 7A 31 King Industrial Power Vacuum Cleaner Journey Level $12.00 1 King Inland Boatmen Boat Operator $61.41 5B 1K King Inland Boatmen Cook $56.48 5B 1K King Inland Boatmen Deckhand $57.48 5B 1K King Inland Boatmen Deckhand Engineer $58.81 5B 1K King Inland Boatmen Launch Operator $58.89 5B 1K King Inland Boatmen Mate $57.31 5B 1K King Inspection/Cleaning/Sealing Of Icteaner Operator, Foamer Operator $31.49 1 Sewer 8: Water Systems By Remote Control /4'r +-.-r. I., ni Inrdziir%/r-,r%AA/nnn Inn[Iiirn ncnv c; n14 Page 3 of 15 King Inspection/Cleaning/Sealing Of Grout Truck Operator $12.00 1 Sewer & Water Systems By Remote Control King Inspection/Cleaning/Seating Of Head Operator $24.91 1 Sewer & Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Technician $19.33 1 Sewer & Water S stems B Remote Control King Inspection/Cleaning/Seating Of Tv Truck Operator $20.45 1 Sewer & Water Systems By Remote Control King Insulation Applicators Journey Level $60.04 5D 4C King Ironworkers Journeyman $69.28 7N 10 King Laborers Air, Gas Or Electric Vibrating Screed $48.90 7A 31 King Laborers Airtrac Drill Operator $50.42 7A 31 King Laborers Ballast Regular Machine $48.90 7A 31 King Laborers Batch Weighman $41.45 7A 31 King Laborers Brick Pavers $48.90 7A 31 King Laborers Brush Cutter $48.90 7A 31 King Laborers Brush Hog Feeder $48.90 7A 31 King Laborers Burner $48.90 7A 31 King Laborers Caisson Worker $50.42 7A 31 King Laborers Carpenter Tender $48.90 7A 31 King Laborers Caulker $48.90 7A 31 King Laborers Cement Dumper-paving $49.81 7A 31 King Laborers Cement Finisher Tender $48.90 7A 31 King Laborers Change House Or Dry Shack $48.90 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $48.90 7A 31 King Laborers Chipping Gun(30 Lbs. And Over) $49.81 7A 31 King Laborers Choker Setter $48.90 7A 31 King Laborers Chuck Tender $48.90 7A 31 King Laborers Clary Power Spreader $49.81 7A 31 King Laborers Clean-up Laborer $48.90 7A 31 King Laborers Concrete Dumper/chute Operator $49.81 7A 31 King Laborers Concrete Form Stripper $48.90 7A 31 King Laborers Concrete Placement Crew $49.81 7A 31 King Laborers Concrete Saw Operator/core Driller $49.81 7A 31 King Laborers Crusher Feeder $41.45 7A 31 King Laborers Curing Laborer $48.90 7A 31 King Laborers Demolition: Wrecking If Moving $48.90 7A 31 (inct. Charred Material) King Laborers Ditch Digger $48.90 7A 31 King Laborers Diver $50.42 7A 31 King Laborers Drill Operator (hydrau tic,diamond) $49.81 7A 31 King Laborers Dry Stack Walls $48.90 7A 31 King Laborers Dump Person $48.90 7A 31 King Laborers Epoxy Technician $48.90 7A 31 King Laborers Erosion Control Worker $48.90 7A 31 King Laborers Faller & Bucker Chain Saw $49.81 7A 31 King Laborers Fine Graders $48.90 7A 31 King Laborers Firewatch 1 $41.45 7A 1 31 httDs://fortress.wa.aov/Ini/waaelookuD/DrvWaaelnnkun.asnx Page 4 of 15 King ILaborers Form Setter $48.901 7A I 31 King Laborers Gabian Basket Builders $48.90 7A 31 King Laborers General Laborer $48.90 7A 31 King Laborers Grade Checker Et Transit Person $50.42 7A 31 King Laborers Grinders $48.90 7A 31 King Laborers Grout Machine Tender $48.90 7A 31 King Laborers Groutmen (pressure)including Post $49.81 7A 31 Tension Beams King Laborers Guardrail Erector $48.90 7A 31 King Laborers Hazardous Waste Worker (level A) $50.42 7A 31 King Laborers Hazardous Waste Worker (level B) $49.81 7A 31 King Laborers Hazardous Waste Worker (level C) $48.90 7A 31 King Laborers High Scaler $50.42 7A 31 King Laborers Jackhammer $49.81 7A 31 King Laborers Laserbeam Operator $49.81 7A 31 King Laborers Maintenance Person $48.90 7A 31 King Laborers Manhole Builder-mudman $49.81 7A 31 King Laborers Material Yard Person $48.90 7A 31 King Laborers Motorman-dinky Locomotive $49.81 7A 31 King Laborers Nozzleman (concrete Pump, Green $49.81 7A 31 Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $49.81 7A 31 King Laborers Pilot Car $41.45 7A 31 King Laborers Pipe Layer Lead $50.42 7A 31 King Laborers Pipe Layer/tailor $49.81 7A 31 King Laborers Pipe Pot Tender $49.81 7A 31 King Laborers Pipe Reliner $49.81 7A 31 King Laborers Pipe Wrapper $49.81 7A 31 King Laborers Pot Tender $48.90 7A 31 King Laborers Powderman $50.42 7A 31 King Laborers Powderman's Helper $48.90 7A 31 King Laborers Power Jacks $49.81 7A 31 King Laborers Railroad Spike Puller - Power $49.81 7A 31 King Laborers Raker - Asphalt $50.42 7A 31 King Laborers Re-timberman $50.42 7A 31 King Laborers Remote Equipment Operator $49.81 7A 31 King Laborers Rigger/signal Person $49.81 7A 31 King Laborers Rip Rap Person $48.90 7A 31 King Laborers Rivet Buster $49.81 7A 31 King Laborers Rodder $49.81 7A 31 King Laborers Scaffold Erector $48.90 7A 31 King Laborers Scale Person $48.90 7A 31 King Laborers Sloper (over 20") $49.81 7A 31 King Laborers Sloper Sprayer $48.90 7A 31 King Laborers Spreader (concrete) $49.81 7A 31 King Laborers Stake Hopper $48.90 7A 31 King Laborers Stock Piler $48.90 7A 31 King Laborers $49.81 7A 31 htfrnc- //fnrf rocc IAI= nnv/Ini/xnianolnnlsi in/nr%i\NanAlnnL i in kcnv C; f)1 A Page 5 of 15 Tamper Et Similar Electric, Air Et Gas Operated Tools King Laborers Tamper (multiple Et Self-propelled) $49.81 7A 31 King Laborers Timber Person - Sewer (lagger, $49.81 7A 31 Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $48.90 7A 31 King Laborers Topper $48.90 7A 31 King Laborers Track Laborer $48.90 7A 31 King Laborers Track Liner (power) $49.81 7A 31 King Laborers Traffic Control Laborer $44.33 7A 31 8R King Laborers Traffic Control Supervisor $44.33 7A 31 8R King Laborers Truck Spotter $48.90 7A 31 King Laborers Tugger Operator $49.81 7A 31 King Laborers Tunnel Work-Compressed Air $107.60 7A 31 Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $112.63 7A 31 Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $116.31 7A 31 Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $122.01 7A 31 Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $124.13 7A 31 Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $129.23 7A 31 8 Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $131.13 7A 31 Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $133.13 7A 31 Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $135.13 7A 31 8�( Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $50.52 7A 31 Tender King Laborers Tunnel Work-Miner $50.52 7A 31 King Laborers Vibrator $49.81 7A 31 King Laborers Vinyl Seamer $48.90 7A 31 King Laborers Watchman $37.67 7A 31 King Laborers Welder $49.81 7A 31 King Laborers Well Point Laborer $49.81 7A 31 King Laborers Window Washer/cleaner $37.67 7A 31 King Laborers - Underground Sewer Et General Laborer Et Topman $48.90 7A 31 Water King Laborers - Underground Sewer & Pipe Layer $49.81 7A 31 Water King Landscape Construction Landscape Laborer $37.67 7A 31 King Landscape Construction Landscape Operator $63.76 7A 3K 8X King Lathers Journey Level $58.48 5D 1 H King Marble Setters Journey Level $57.32 5A 1M King Metal Fabrication (In Shoff} Fitter $15.86 1 King Metal Fabrication (In Shops Laborer $12.00 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 King Metal Fabrication In Shop4 Painter $12.00 1 King Metal Fabrication (In Shop} Welder $15.48 1 httDS:Hfortress.wa.aov/Ini/wanelnnkun/nrvwanp Inn kiin acnX n 1 Q Page 6of15 King Millwright Journey Level 1 $61.541 5D I 4C King Modular Buitdings Cabinet Assembly $12.00 1 King Modular Buitdings Electrician $12.00 1 King Modular Buil� Equipment Maintenance $12.00 1 King Modular Buildings Plumber $12.00 1 King Modular Buildings Production Worker $12.00 1 King Modular Buildings Tool Maintenance $12.00 1 King Modular Buitdings Utility Person $12.00 1 King Modular BuitdinRs Welder $12.00 1 King Painters Journey Level $42.50 6Z 2B King Pile Driver Crew Tender/Technician $64.71 5D 4C King Pite Driver Hyperbaric Worker - Compressed Air $74.87 5D 4C Worker 0-30.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $79.87 5D 4C Worker 30.01 - 44.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $83.87 5D 4C Worker 44.01 - 54.00 PSI ;King Pile Driver Hyperbaric Worker - Compressed Air $88.87 5D 4C Worker 54.01 - 60.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $91.37 5D 4C Worker 60.01 - 64.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $96.37 5D 4C Worker 64.01 - 68.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $98.37 5D 4C Worker 68.01 - 70.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $100.37 5D 4C Worker 70.01 - 72.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $102.37 5D 4C Worker 72.01 - 74.00 PSI King Pile Driver Journey Level $60.29 5D 4C King Pile Driver Manifold Operator (LST) $69.71 5D 4C King Plasterers Journey Level $56.54 7Q 1R King Playground it Park Equipment Journey Level $12.00 1 Installers King Plumbers Et Pipefitters Journey Level $85.69 6Z 1 G King Power Egut, Operators Asphalt Plant Operators $64.83 7A 3K 8X King Power Equipment Operators Assistant Engineer $60.98 7A 3K 8X King Power Equipment Operators Barrier Machine (zipper) $64.26 7A 3K 8X King Power E_c uipment Operators Batch Plant Operator: concrete $64.26 7A 3K 8X King Power Equipment Operators Bobcat $60.98 7A 3K 8X King Power Equipment Operators Brokk - Remote Demolition $60.98 7A 3K 8X Equipment King Power Equipment Operators Brooms $60.98 7A 3K 8X King Power Equipment Operators Bump Cutter $64.26 7A 3K 8X King Power Equipment Operators Cableways $64.83 7A 3K 8X King Power Equipment Operators Chipper $64.26 7A 3K 8X King Power Equipment Operators Compressor $60.98 7A 3K 8X King Power Equipment Operators Concrete Finish Machine - Laser $60.98 7A 3K 8X Screed King Power Equipment Operators Concrete Pump - Mounted Or Trailer $63.76 7A 3K 8X High Pressure Line Pump, Pump High Pressure King Power Equipment Operators $64.83 7A 3K 8X hf-f-nc• //fnri-rocc %nip in gcnv /7n14 Page 7 of 15 Concrete Pump: Truck Mount With Boom Attachment Over 42 M I King Power Equipment Operators Concrete Pump: Truck Mount With $64.26 7A 3K 8x Boom Attachment Up To 42m King Power Equipment Operators Conveyors $63.76 7A 3K 8X King Power Equipfljejnt Operators Cranes friction: 200 tons and over $66.80 7A 3K 8X King Power Equipment Operators Cranes: 100 tons through 199 tons, $65.48 7A 3K 8X or 150' of boom (including jib with attachments) King Power Equipment Operators Cranes: 20 Tons Through 44 Tons $64.26 7A 3K 8x With Attachments King Power Equipment Operators Cranes: 200 tons- 299 tons, or 250' $66.15 7A 3K 8x of boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or 300' of $66.80 7A 3K 8x boom including jib with attachments King Power Equipment Operators Cranes: 45 Tons Through 99 Tons, $64.83 7A 3K 8x Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $60.98 7A 3K 8X Under King Power Equipment Operators Cranes: Friction cranes through 199 $66.15 7A 3K 8x tons King Power Equipment Operators Cranes: through 19 tons with $63.76 7A 3K 8X attachments, A-frame over 10 tons King Power Equipment Operators Crusher $64.26 7A 3K 8X King Power Equipment Operators Deck Engineer/Deck Winches $64.26 7A 3K 8x (power) King Power Equipment Operators Derricks, On Building Work $64.83 7A 3K 8x King Power Equipment Operators Dozers D-9 Et Under $63.76 7A 3K 8x King Power Equipment Operators Drill Oilers: Auger Type, Truck Or $63.76 7A 3K 8X Crane Mount King Power Equipment Operators Drilling Machine $65.48 7A 3K 8X King Power Equipment Operators Elevator And Man-lift: Permanent $60.98 7A 3K 8X And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell And $64.26 7A 3K 8x Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over With $63.76 7A 3K 8x Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. With $60.98 7A 3K 8X Attachments King Power Equipment Operators Grade Engineer: Using Blue Prints, $64.26 7A 3K 8x Cut Sheets, Etc King Power Equipment Operators G radechecke r/Stake man $60.98 7A 3K 8X King Power Equipment Operators Guardrail Punch $64.26 7A 3K 8X King Power Equipment Operators Hard Tail End Dump Articulating $64.83 7A 3K 8X Off- Road Equipment 45 Yards. Et Over King Power Equipment pp�erators Hard Tail End Dump Articulating $64.26 7A 3K 8X Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/Directional Drill Locator $63.76 7A 3K 8X King Power Equipment Operators Horizontal/Directional Drill $64.26 7A 3K 8X Operator King Power Equipment Operators. Hydratifts/Boom Trucks Over 10 $63.76 7A 3K 8X Tons httos:Hfortress.wa.aov/1 n i/waaelooku o/orvWaaelooku D.aSDX Page 8 of 15 King Power Equipment Operators Hydralifts/Boom Trucks, 10 Tons $60.98 7A 3K 8X And Under King Power Equipment Operators Loader, Overhead 8 Yards. Et Over $65.48 7A 3K 8X King Power Equipment Operators Loader, Overhead, 6 Yards. But Not $64.83 7A 3K 8X Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 Yards $64.26 7A 3K 8X King Power Equipment Operators Loaders, Plant Feed $64.26 7A 3K 8X King Power Equipment Operators Loaders: Elevating Type Belt $63.76 7A 3K 8X King Power Equipment Operators Locomotives, Alt $64.26 7A 3K 8X King Power Equipment Operators Material Transfer Device $64.26 7A 3K 8X King Power Equipment Operators Mechanics, All (leadmen - $0.50 Per $65.48 7A 3K 8X Hour Over Mechanic) King Power Equipment Operators Motor Patrol Graders $64.83 7A 3K 8X King Power Equipment Operators Mucking Machine, Mole, Tunnel $64.83 7A 3K 8X Drilt, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower Distribution $60.98 7A 3K 8X Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (Elevators And $63.76 7A 3K 8X Manlifts), Air Tuggers, Strato King Power Equipment Operators Overhead, Bridge Type Crane: 20 $64.26 7A 3K 8X Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 Tons $65.48 7A 3K 8X And Over King Power Equipment Operators Overhead, Bridge Type: 45 Tons $64.83 7A 3K 8X Through 99 Tons King Power Equipment Operators Pavement Breaker $60.98 7A 3K 8X King Power Equipment Operators Pile Driver (other Than Crane $64.26 7A 3K 8X Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $63.76 7A 3K 8X King Power Equipment Operators Posthote Digger, Mechanical $60.98 7A 3K 8X King Power Equipment Operators Power Plant $60.98 7A 3K 8X King Power Equipment Operators Pumps - Water $60.98 7A 3K 8X King Power Equipment Operators Quad 9, Hd 41, D10 And Over $64.83 7A 3K 8X King Power Equipment Operators Quick Tower - No Cab, Under 100 $60.98 7A 3K 8X Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On Rubber $64.83 7A 3K 8X Tired Earth Moving Equipment King Power Equipment Operators Rigger and Bellman $60.98 7A 3K 8X King Power Equipment Operators Rigger/Signal Person, Bellman $63.76 7A 3K 8X (Certified) King Power Equipment Operators Rollagon $64.83 7A 3K 8X King Power Equipment Operators Roller, Other Than Plant Mix $60.98 7A 3K 8X King Power Equipment Operators Roller, Plant Mix Or Multi-lift $63.76 7A 3K 8X Materials King Power Equipment Operators Roto-mill, Roto-grinder $64.26 7A 3K 8X King Power Equipment Operators Saws - Concrete $63.76 7A 3K 8X King Power Equipment Operators Scraper, Self Propelled Under 45 $64.26 7A 3K 8X Yards King Power Equipment Operators Scrapers - Concrete Et Carry All $63.76 7A 3K 8X King Power Equipment Operators Scrapers, Self-propelled: 45 Yards $64.83 7A 3K 8X And Over King Power Equipment Operators Service Engineers - Equipment $63.76 7A 3K 8X King Power Equipment Operators Shotcrete/Gunite Equipment $60.98 7A 3K 8X httnc• //fnrtrpcc Xnra nnv/Ini/XA/Anpinnl<i in/nrvVUanpinnki in agny Page 9 of 15 King Power Equipment Operators Shovel , Excavator, Backhoe, $63.76 7A 3K 8X Tractors Under 15 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoe: Over $64.83 7A 3K 8X 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $64.26 7A 3K 8X Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: Over $65.48 7A 3K 8X 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: Over $66.15 7A 3K 8X 90 Metric Tons King Power Equipment Operators Slipform Pavers $64.83 7A 3K 8X King Power Equipment Operators Spreader, Topsider Et Screedman $64.83 7A 3K 8X King Power Equipment Operators Subgrader Trimmer $64.26 7A 3K 8X King Power Equipment Operators Tower Bucket Elevators $63.76 7A 3K 8X King Power Equipment Operators Tower Crane Up To 175' In Height $65.48 7A 3K 8X Base To Boom King Power Equipment Operators Tower Crane: over 175' through $66.15 7A 3K 8X 250' in height, base to boom King Power Equipment Operators Tower Cranes: over 250' in height $66.80 7A 3K 8X from base to boom King Power Equipment Operators Transporters, All Track Or Truck $64.83 7A 3K 8X Type - - - King Power Equipment Operators Trenching Machines $63.76 7A 3K 8X King Power Equipment Operators Truck Crane Oiler/driver - 100 Tons $64.26 7A 3K 8X And Over King Power Equipment Operators Truck Crane Oiler/Driver Under 100 $63.76 7A 3K 8X Tons - - - King Power Equipment Operators Truck Mount Portable Conveyor $64.26 7A 3K 8X King Power Equipment Operators Welder $64.83 7A 3K 8X King Power Equipment Operators Wheel Tractors, Farman Type $60.98 7A 3K 8X King Power Equipment Operators Yo Yo Pay Dozer $64.26 7A 3K 8X King Power Equipment Operators- Asphalt Plant Operators $64.83 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $60.98 7A 3K 8X Underground Sewer Et Water - - - King Power Equipment Operators- Barrier Machine (zipper) $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, Concrete $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Bobcat $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $60.98 7A 3K 8X Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Bump Cutter $64.26 7A 3K 8X Underground Sewer Et Water - - - King Power Equipment Operators- Cableways $64.83 7A 3K 8X Underground Sewer Water - - - King Power Equip ent Operators- Chipper $64.26 7A 3K 8X Underground Sewer Er Water - - - King Power Equipment Operators- Compressor $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Concrete Finish Machine - Laser $60.98 7A 3K 8X Underground Sewer Et Water Screed httos:Hfortress.wa.00v/Ini/wanPlnnkiin/nrvWanPInnkiin acnX i')r,i')n1a Page 10 of 15 King Power Equipment Operators- Concrete Pump - Mounted Or Trailer $63.76 7A 3K 8X Underground Sewer Et Water High Pressure Line Pump, Pump High Pressure King Power Equipment Operators- Concrete Pump: Truck Mount With $64.83 7A 3K 8X Underground Sewer Et Water Boom Attachment Over 42 M King Power Equipment Operators- Concrete Pump: Truck Mount With $64.26 7A 3K 8X Underground Sewer & Water Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $63.76 7A 3K 8X Underground Sewer Et Water — — — King Power Equipment Operators- Cranes friction: 200 tons and over $66.80 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Cranes: 100 tons through 199 tons, $65.48 7A 3K 8X Underground Sewer Et Water or 150' of boom (including jib with attachments) King Power Equipment Operators- Cranes: 20 Tons Through 44 Tons $64.26 7A 3K 8X Underground Sewer Et Water With Attachments King Power Equipment Operators- Cranes: 200 tons- 299 tons, or 250' $66.15 7A 3K 8X Underground Sewer Et Water of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or 300' of $66.80 7A 3K 8X Underground Sewer Et Water boom including jib with attachments King Power Equipment Operators- Cranes: 45 Tons Through 99 Tons, $64.83 7A 3K 8X Underground Sewer Et Water Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $60.98 7A 3K 8X Underground Sewer Et Water Under King Power Equipment Operators- Cranes: Friction cranes through 199 $66.15 7A 3K 8X Underground Sewer Et Water tons King Power Equipment Operators- Cranes: through 19 tons with $63.76 7A 3K 8X Underground Sewer Et Water attachments, A-frame over 10 tons King Power Equipment Operators- Crusher $64.26 7A 3K 8X Underground Sewer Et Water — — — King Power Equipment Operators- Deck Engineer/Deck Winches $64.26 7A 3K 8X Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $64.83 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Dozers D-9 Et Under $63.76 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck Or $63.76 7A 3K 8X Underground Sewer Et Water Crane Mount King Power Equipment Operators- Drilling Machine $65.48 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Elevator And Man-lift: Permanent $60.98 7A 3K 8X Underground Sewer Et Water And Shaft Type King Power Eguipment Operators- Finishing Machine, Bidwell And $64.26 7A 3K 8X Underground Sewer Et Water Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over With $63.76 7A 3K 8X Underground Sewer Et Water Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. With $60.98 7A 3K 8X Underground Sewer Et Water Attachments King Power Equipment Operators- Grade Engineer: Using Blue Prints, $64.26 7A 3K 8X Underground Sewer Et Water Cut Sheets, Etc King Power Equipment Operators- Gradechecker/Stakeman $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Orators-, Guardrail Punch $64.26 7A 3K 8X Underground Sewer Et Water /fnrt-rocc I A I M nnv/IniAn acnv 7�7�i�7n14 Page 11 of 15 King Power Equipment Operators- Hard Tail End Dump Articulating $64.83 7A 3K 8X Underground Sewer Et Water Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump Articulating $64.26 7A 3K 8x .Underground Sewer Et Water Off-road Equipment Under 45 Yards I King Power Equipment Operators- Horizontal/Directional Drill Locator $63.76 7A 3K 8X Underground Sewer Ft Water King Power Equipment Operators- Horizontal/Directional Drill $64.26 7A 3K 8x Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/Boom Trucks Over 10 $63.76 7A 3K 8x Underground Sewer Et Water Tons g — - King Power Equipment Operators- Hydralifts/Boom Trucks, 10 Tons $60.98 7A 3K 8x Underground Sewer Et Water And Under King Power Equipment Operators- Loader, Overhead 8 Yards. Et Over $65.48 7A 3K 8x Underground Sewer Et Water King Power Equipment Operators- Loader, Overhead, 6 Yards. But Not $64.83 7A 3K 8X Underground Sewer Et Water Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 Yards $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Loaders, Plant Feed $64.26 7A 3K 8x Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $63.76 7A 3K 8x Underground Sewer Et Water King Power Equipment Operators-- Locomotives, All $64.26 7A 3K 8X Underground Sewer EtWater_ King Power Equipment Operators- Material Transfer Device $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Mechanics, All (leadmen - $0.50 Per $65.48 7A 3K 8X Underground Sewer Et Water Hour Over Mechanic) King Power Equipment Operators- Motor Patrol Graders $64.83 7A 3K 8x Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mote, Tunnel $64.83 7A 3K 8x Underground Sewer a Water Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower Distribution $60.98 7A 3K 8x Underground Sewer Et Water Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (Elevators And $63.76 7A 3K 8x Underground Sewer Et Water Mantifts), Air Tuggers, Strato King Power Equipment Operators- Overhead, Bridge Type Crane: 20 $64.26 7A 3K 8X Underground Sewer Et Water Tons Through 44 Tons King Power Equipment Operators- Overhead, Bridge Type: 100 Tons $65.48 7A 3K 8x Underground Sewer Et Water And Over King Power Equipment Operators- Overhead, Bridge Type: 45 Tons $64.83 7A 3K 8X Underground Sewer Et Water Through 99 Tons King Power Equipment Operators- Pavement Breaker $60.98 7A 3K 8x Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $64.26 7A 3K 8x Underground Sewer Et Water Mount) I King Power Equipment Operators Plant Oiler - Asphalt, Crusher $63.76 7A 3K 8x Underground Sewer F± Water King Power Equipment Operators- Posthote Digger, Mechanical $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Power Plant $60.98 7A 3K 8X UndergEqqgA_Sewer � Water� King Power Equipment Operators- Pumps - Water $60.98 7A 3K 8X Underground Sewer Et Water, httDS://fortrp(;c;.wa-nnv/lni/\jvRnpinnk-iin/nr\/\A/;;npinr)L-iin ;;--nv 1 Q Page 12 of 15 King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $64.83 7A 3K 8X Underground Sewer Et Water — — King Power Equipment Operators- Quick Tower - No Cab, Under 100 $60.98 7A 3K 8X Underground Sewer Et Water Feet In Height Based To Boom King Power Equipment Operators- Remote Control Operator On Rubber $64.83 7A 3K 8X Underground Sewer Et Water Tired Earth Moving Equipment King Power Equipment Operators- Rigger and Bellman $60.98 7A 3K 8X Underground Sewer it Water King Power Equipment Operators- Rigger/Signal Person, Bellman $63.76 7A 3K 8X Underground Sewer Et Water (Certified) King Power Equipment Operators- Rollagon $64.83 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $63.76 7A 3K 8X Underground Sewer Et Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $64.26 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $63.76 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under 45 $64.26 7A 3K 8X Underground Sewer Et Water Yards King Power Equipment Operators- Scrapers - Concrete Et Carry All $63.76 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 Yards $64.83 7A 3K 8X Underground Sewer Et Water And Over King Power Equipment Operators- Service Engineers - Equipment $63.76 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Shotcrete/Gunite Equipment $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $63.76 7A 3K 8X Underground Sewer Et Water Tractors Under 15 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoe: Over $64.83 7A 3K 8X Underground Sewer Et Water 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $64.26 7A 3K 8X Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: Over $65.48 7A 3K 8X Underground Sewer Et Water 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: Over $66.15 7A 3K 8X Underground Sewer Et Water 90 Metric Tons King Power Equipment Operators- Slipform Pavers $64.83 7A 3K 8X Underground Sewer Et Water — — King Power Equipment Operators- Spreader, Topsider Et Screedman $64.83 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Subgrader Trimmer $64.26 7A 3K 8X Underground Sewer Et Water — — — King Power Equipment Operators- Tower Bucket Elevators $63.76 7A 3K 8X Underground Sewer a Water — — King Power Equipment Operators- Tower Crane Up To 175' In Height $65.48 7A 3K 8X Underground Sewer Et Water Base To Boom King Power Equipment Operators- Tower Crane: over 175' through $66.15 7A 3K 8X Underground Sewer Et Water 250' in height, base to boom King Power Equipment Operators- Tower Cranes: over 250' in height $66.80 7A 3K 8X Underground Sewer Et Water from base to boom King Power Equipment Operators Transporters, All Track Or Truck $64.83 7A 3K 8X Underground Sewer Et Water Type — — kf+- c //fnr+Yocc \AIM nrN%i/Ir-6AA nolnnLiin/nrvU/anolnnisiin _ncnv i')n1Q Page 13 of 15 King Power Equipment Operators- Trenching Machines $63.76 7A 3K 8x Undergr ound Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/driver - 100 Tons $64.26 7A 3K 8X Underground Sewer Et Water And Over King Power Equipment Operators- Truck Crane Oiler/Driver Under 100 $63.76 7A 3K 8X Underground Sewer Et Water Tons King Power Equipment Operators- Truck Mount Portable Conveyor $64.26 7A 3K 8x Underground Sewer Et Water King Power Equipment Operators- Welder $64.83 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farmatl Type $60.98 7A 3K 8X Underground Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $64.26 7A 3K 8x Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $49.96 5A 4A Trimmers King Power Line Clearance Tree Spray Person $47.37 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $49.96 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $44.57 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $33.60 5A 4A Trimmers King Refrigeration Et Air Conditionina, Journey Level $81.01 6Z 1G Mechanics King Residential Brick Mason Journey Level $57.32 5A im King Residential Carpenters Journey Level $45.05 5D 4C King Residential Cement Masons Journey Level $60.07 7A 4U King Residential Drywall Applicators Journey Level $45.05 5D 4C King Residential Drywall Tapers Journey Level $45.19 5P 1E King Residential Electricians Journey Level $39.81 20 King Residential Glaziers Journey Level $43.00 7L 1H King Residential Insulation Applicators Journey Level $45.05 5D 4C King Residential Laborers Journey Level $36.68 7A 1H King Residential Marble Setters Journey Level $57.32 5A 11M King Residential Painters Journey Level $42.50 6Z 2B King Residential Plumbers Et Pipefitters Journey Level $51.37 5A 1G King Residential Refrigeration Et Air Journey Level $51.37 5A 1G Conditioning, Mechanics King Residential Sheet Meta( Workers Journey Level (Field or Shop) $50.01 7F 1R King Residential Soft Floor Lavers Journey Level $49.43 5A 3J King Residential Sprinkler Fitters (Fire Journey Level $48.18 5C 2R Protection) - King Residential Stone Masons Journey Level $57.32 5A im King Residential Terrazzo Workers Journey Level $52.61 5A im King Residential Terrazzo/Tile Finishers Journey Level $43.44 5A 1B King Residential Tile Setters Journey Level $52.61 5A im King Roofers Journey Level $51.52 5A 3H King Roofers Using Irritable Bituminous Materials $54.52 5A 3H King Sheet Meta[ Workers Journey Level (Field or Shop) $82.51 7F 1E King Shipbuilding Ship Repair New Construction Boilermaker $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Carpenter $36.36 7V 1 httDS:Hfortress.wa.oov/1 n i/wacielonkij n/nrvWPnPInoki in Aqny q n 1 Q Page 14 of 15 King Shipbuilding Et Ship Repair INew Construction Crane Operator $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Electrician $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Heat Et Frost $73.58 5J 4H Insulator King Shipbuilding Et Ship Repair New Construction Laborer $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Machinist $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Operating $36.36 7V 1 Engineer King Shipbuilding Et Ship Repair New Construction Painter $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Pipefitter $36.36 7V 1 King Shipbuilding_Et Ship Repair New Construction Rigger $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Sheet Metal $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Shipfitter $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction $36.36 7V 1 Warehouse/Teamster King Shipbuilding Et Ship Repair New Construction Welder / Burner $36.36 7V 1 King Shipbuilding Et Ship Repair Ship Repair Boilermaker $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Carpenter $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Crane Operator $44.06 7Y 4K King Shipbuilding Et Ship Repair Ship Repair Electrician $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Heat Et Frost Insulator $73.58 5J 4H King Shipbuilding Et Ship Repair Ship Repair Laborer $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Machinist $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Operating Engineer $44.06 7Y 4K King Shipbuilding Et Ship Repair Ship Repair Painter $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Pipefitter $44.95 7X 4.1 King Shipbuilding Et Ship Repair Ship Repair Rigger $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Sheet Metal $44.95 7X 4J King Shipbuilding Et Ship Repair Ship Repair Shipwright $44.95 7X 4.1 King Shipbuilding Et Ship Repair Ship Repair Warehouse / Teamster $44.06 7Y 4K King Sign Makers Et Installers (Electrical) Journey Level $49.70 0 1 King Sign Makers Et Installers (Non- Journey Level $31.52 0 1 Electrical - - King Soft Floor Layers Journey Level $49.43 5A 3J King Solar Controls For Windows Journey Level $12.44 1 King Sprinkler Fitters (Fire Protection) Journey Level $78.39 5C 1X King Stage Ri ginQ Mechanics (Non Journey Level $13.23 1 Structural} King Stone Masons Journey Level $57.32 5A 1M King Street And Parking Lot Sweeper Journey Level $19.09 1 Workers King Surveyors Assistant Construction Site Surveyor $62.71 7A 3K 8X King Surveyors Assistant Construction Site Surveyor $62.71 7A 3K 8X King Surveyors Chainman $58.93 7A 3C 8P King Surveyors Construction Site Surveyor $63.76 7A 3K 8X King Telecommunication Technicians Journey Level $50.57 7E 1 E King Telephone Line Construction - Cable Splicer $41.22 5A 213 Outside King Telephone Line Construction - Hole Digger/Ground Person $23.12 5A 2B Outside King Telephone Line Construction - Installer (Repairer) $39.53 5A 213 Outside - - h+-+-rnc• //fnr+-rocc In/7 nnI III ni/%AIMno Inn 1/tin/nrv1A/anAlnnl-iiri acnv 7�7ri�7n1 � Page 15 of 15 King Telephone Line Construction - Special Aparatus Installer 1 $41.22 5A 2B Outside — — King Telephone Line Construction - Special Apparatus Installer II $40.41 5A 2B Outside King Telephone Line Construction - Telephone Equipment Operator $41.22 5A 213 Outside (Heavy) King Telephone Line Construction - Telephone Equipment Operator $38.36 5A 2B Outside (Light) — — King Telephone Line Construction - Telephone Lineperson $38.36 5A 213 Outside King Telephone Line Construction - Television Groundperson $21.92 5A 2B Outside King Telephone Line Construction - Television Lineperson/Installer $29.13 5A 2B Outside — — King Telephone Line Construction - Television System Technician $34.68 5A 213 Outside — — King Telephone Line Construction - Television Technician $31.18 5A 2B Outside — — King Telephone Line Construction - Tree Trimmer $38.36 5A 2B Outside King Terrazzo Workers Journey Level $52.61 5A 1M King Tile Setters Journey Level $52.61 5A 1M King Tile Marble Et Terrazzo Finishers Finisher $43.44 5A 1 B King Traffic Control Stripers Journey Level $46.23 7A 1 K King Truck Drivers Asphalt Mix Over 16 Yards $54.30 5D 3A 8L King Truck Drivers Asphalt Mix To 16 Yards $53.46 5D 3A 8L King Truck Drivers Dump Truck $53.46 5D 3A 8L King Truck Drivers Dump Truck Et Trailer $54.30 5D 3A 8L King Truck Drivers Other Trucks $54.30 5D 3A 8L King Truck Drivers - Ready Mix Booster 9 Yards and Over $52.78 5A 4T King Truck Drivers - Ready Mix Non-Booster Loads Under 9 Cubic $52.53 5A 4T Yards King Well Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers Et Irrigation Pump Oiler $12.97 1 Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 Installers httDs://fortress.wa.aov/Ini/waaelookuD/DrvWaaelookuD.asDx Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 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 atone and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two(2)hours after eight (8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage.All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two(2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked,except Labor Day, shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten(10)hours worked on Saturdays and the first ten(10)hours worked on a fifth calendar weekday in a four- ten hour schedule,shall be paid at one and one-half times the hourly rate of wage.All hours worked in excess of ten (10)hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through .Saturday,Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions)shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays(except makeup days)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Overtime Codes Continued 1. O. The first ten(10)hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after ten(10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays(except Christmas day)shall be paid at double the hourly rate of wage.All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer))shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek)and on Saturdays and holidays(except labor day) shall be paid at one and one-half times the hourly rate of wage.(except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day(10 in a 4 x 10 workweek)or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12)hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 Benefit Code Key— Effective 3/3/2019 thru 8/30/2019 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay.All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day,ten- hour weekly schedule,either Monday thru Thursday or Tuesday thru Friday schedule,all hours worked after ten shall be paid at double the hourly rate of wage. The first eight(8)hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty(40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay.Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar($1.00)per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees.Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight(8)hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. 3 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Overtime Codes Continued 3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage.Each week,once 40 hours of straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. I. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.In the event the job is down due to weather conditions during a five day work week(Monday through Friday,)or a four day-ten hour work week(Tuesday through Friday,)then Saturday may be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday.All hours worked Monday through Saturday over twelve (12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 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. 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve(12)hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four(4)hours of overtime after eight(8)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two(2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday,the first twelve(12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer,the first ten(10)hours on Saturday may be worked at the straight time rate of pay.All hours worked over twelve(12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. 4 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Overtime Codes Continued 4. D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturday,Sundays and holidays shall be paid at double the hourly rate of pay.Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations,regulating, capacitor stations, generating plants,industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two(2)hours after eight(8)regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage.All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2)times the hourly rate of wage.All hours worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- day,ten hour work week,and Saturday shall be paid at one and one half(1`/z)times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday, shall be paid at a premium rate of 20%over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked,except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. 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. 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. 5 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 4. 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. M. All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work less than nine (9)hours from their previous quitting time shall be paid for such time at time and one-half times the hourly rate. N. 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,and all work performed between the hours of midnight(12:00 AM)and eight AM(8:00 AM) every day shall be paid at double the hourly rate of wage. O. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of wage. After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6) hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage. P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. Q. The first four(4)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. R. All hours worked on Saturdays 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 on Sundays and holidays shall be paid at double the hourly rate of wage. S. 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. T. The first two(2)hours of overtime for hours worked Monday-Friday 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 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. For work on Saturday which is scheduled prior to the end of shift on Friday,the first six(6)hours work shall be paid at one and one-half times the hourly rate of wage,and all hours over(6)shall be paid double the hourly rate of wage.For work on Saturday which was assigned following the close of shift on Friday,all work shall be paid at double the hourly rate of wage. 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. Holidav Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). 6 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Holidav Codes Continued 5. C. Holidays:New Year's Day, Presidents' Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). H. Holidays:New Year's Day,Memorial Day,Independence Day,Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day,And Christmas Day(7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,The Day Before Christmas,And Christmas Day(9). L. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day(9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day,And Christmas Day.(7 1/2). S. Paid Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, And Christmas Day(7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,And The Day Before Or After Christmas(9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). 6. A. Paid Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half- 7 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Day On Christmas Eve Day.(9 1/2). 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). I. Paid Holidays:New Year's Day,Memorial Day,Independence Day, Labor Day,Thanksgiving Day,Friday After Thanksgiving Day,And Christmas Day(7). 6. T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,The Last Working Day Before Christmas Day,And Christmas Day(9). Z. Holidays:New Year's Day,Memorial Day,Independence Day, Labor Day,Thanksgiving Day,Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day,Memorial Day,Independence Day,Labor Day,Veteran's Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. 8 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Holiday Codes Continued 7. H. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 1. Holidays:New Year's Day,President's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,The Day Before Christmas Day And Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays:New Year's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day and Christmas Day(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays:New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day(10).If any of the listed holidays fall on Saturday,the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,Christmas Day,the Day after Christmas,and A Floating Holiday(9). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. 9 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Holidav Codes Continued 7. T. Paid Holidays: New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 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. 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,President's Day,Independence Day,Memorial 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. 15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the 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. B. Holidays: New Year's Day,Martin Luther King Jr. Day,President's Day, Memorial Day, Independence Day, Labor Day,Veteran's Day,Thanksgiving Day,and Christmas Day. (9) C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the day before Christmas Day and Christmas Day.(8) D Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,Christmas Day,and the day after Christmas. 10 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00,Level B: $0.75,Level C: $0.50,And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows-Class A Suit: $2.00,Class B Suit: $1.50, Class C Suit: $1.00,And Class D Suit$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen(15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle,and pedestrian traffic during construction operations.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.These classifications are only effective on or after August 31,2012. S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.This classification is only effective on or after August 31,2012. 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. 11 Benefit Code Key—Effective 3/3/2019 thru 8/30/2019 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 22 F-$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.) 12 REQUEST FOR MAYOR'S SIGNATURE KENT Routing Information: (ALL REQUESTS MUST FIRST BE ROUTED THROUGH THE LAW DEPARTME ) Appr ed Di ector Originator: Drew Holcomb Phone (Originator): 55 1 Date Sent: ��/•9, Date Required: Return Signed Document to: Nancy Yoshitake Contract Termination Date: 100 working days VENDOR NAME: Date Finance Notified: Miles Resources, LLC (only required on contracts 3/ 1 9/ 1 9 20 000 and over or on any Grant DATE OF COUNCIL APPROVAL: 3/19/19 Date Risk Manager Notified:N A (Required on Non-CityStandard Contracts/A reements Has this Document been Specificall Account Number: R20113 Authorized in the Budget? • YES NO Brief Explanation of Document: -- The attached agreement with with Miles Resources is for the construction of the 2019 Asphalt Overlays Project. The project includes new pavement on S. 208th St. from 96th Way S. to 108th Ave. SE, as well as residential areas on the east and west hills. Also included are curb ramp upgrades, and minor curb and sidewalk repairs. All Contracts Must Be Routed Through The Law �z t Received (This area to be completed by the Law Department) Approval of Law Dept.: Law Dept. Comments: Date Forwarded to Mayor: Shaded Areas To Be Completed By Administration Staff Received: RECEIVED Recommendations and Comments: Disposition: Se,� 1l t-� City of Kent Office of the Mayor Date Returned: P:\ ivHh onns\ ocument FlocesslngNequest forMayor's Signature ocx i r KENT WAS f.I N GTON DATE: March 19, 2019 TO: Kent City Council SUBJECT: 2019 Asphalt Overlays - Award MOTION: Award the 2019 Asphalt Overlays Project to Miles Resources, LLC, in the amount of $3,227,355 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 new pavement on South 208th Street from 961h Way South to 1081h Avenue Southeast, as well as residential areas on the east and west hills. See attached map. Also included are curb ramp upgrades, and minor curb and sidewalk repairs to meet Americans with Disabilities Act requirements. The bid opening for the 2019 Asphalt Overlays Project was held on March 12, 2019, with five bids received. The lowest responsible and responsive bid was submitted by Miles Resources, LLC, in the amount of $3,227,355. Bid Tab Summary 01. Miles Resources, LLC $3,227,355.00 02. Tucci & Sons Inc. $3,591,485.00 03. Lakeside Industries $3,606,150.50 04. ICON Materials $3,678,517.40 05. Scarsella Bros., Inc. $3,722,591.50 Engineer's Estimate $3,959,820.00 BUDGET IMPACT: The project will be paid for using Business and Occupation Tax Funds and Solid Waste Utility Tax Fund. ATTACHMENTS: 1. Exhibit A 2019 Asphalt Overlays Bid Tab (PDF) 2. Exhibit B 2019 Asphalt Overlays Map (PDF)