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AG 13-065RETURN TO: 1`�� � EXT: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM L ORIGINATING DEPT/DIV: PUBLIC WORKS � STREETS Z. ORIGINATING STAFF PERSON: JEFF HUYNH EXT: 2721 3. DATE REQ. BY: TYPE OF DOCUMENT (CHECK ONE�: ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ� ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERV[CE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS� ❑ ORDINANCE ❑ RESOLUT[ON � CONTRACTAMENDMENT(AG#�: t3_d(o5 ❑ INTERLOCAL p4 OTxEx CHANGE ORDER #2 5. PROaECT Nan�E: 2013 ASPHALT OVERLAY PROJECT 6. NAME OF CONTRACTOR: TUCCI & SONS INC. ADnxESS: 4224 WALLER ROAD. TACOMA, WA98443 TELEPHONE: �ZS3) I22-667G E-MA[r.: Fax: SIGNATURE NAME: JOSEPH M. HARRISON Trri.E: PROJECT SUPERINTENDENT EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AME DMENTS CFW LICENSE #�-(DI''!'1 I—I3 6" BL, EXP. 12/31/� UBI # a`L $Q'�-i� ��j , EXP. �J /�' �/�%� TERM: COMMENCEMENT DATE: �'�� COMPLETION DATE: 1 O/31/2013 TOTAL COMPENSATION: $1,452,877.19 +$95,527.09 46,912.0 =$�,����I(Q:� (INCLUDE EXPENSES AND SALES TAX, IF ANY� (IF CALCULATED ON HOURLY LABOR CHARGE - ATTAC � HEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES� REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ❑ NO IF YES, ❑ PURCHASnvG: PLEASE CHARGE TO: 102-4400-517-595-30-635 lO. DOCUMENT / CONTRACT RE I W �Q PROJECT MANAGER ���a'D� � DEPUTY DIRECTOR � � t'ail � � DIIZECTOR � �7 c�.-Ej-, T�` LAW DEPT 5 �(,3 INITIAL / DATE REVIEWED � l 5/.� l 1 �.D/ � a� - ZK- l3 11. COUNCILAPPROVAL �IF APPLICABLE� COMMITTEE APPROVAL DATE: 12. CONT CT SIGNATURE ROUTING '�� �SENTTO VENDOR/CONTRACTOR DATE SENT:� ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ LAW DEPT ❑ SIGNATORY (MAYOR OR DIRECTOR� �CI�t CLE�c ❑ ASSIGNED AG # �SIGNED COPY RETURNED �RETURN ONE ORIGINAL ���• INITIAL / DATE SIGNED .� — AG# - DATE SENT: I e•?' I� PAID BY: ❑ CONTRACTOR ❑ CTTY INTTIAL / DATE APPROVED COUNCILAPPROVAL DATE: DATE REC' D: � � � ` � � 1/9 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG# 13-065 PROJECT NUMBER 2013 Asphalt Overlay Project PROJECT TITLE 2 CHANGE ORDER NUMBER May 22, 2013 EFFECTIVE DATE Tucci & Sons, Inc. CONTRACTOR SUMMARY OF PROPOSED CHANGES: Change Order No. 2 provides for the cost to perform additional pavement repair work under new Schedule H— SW 356`�' St Pavement Repair using the same unit prices from Schedule "A", SW 356`�' St with the addition of mobilization line item to cover the cost of mobilizing equipment to SW 356�' St site location as shown on the attached plans. The added work will be paid for under bid items described as follows: Schedule H— SW 356t St Pavement Re air Item Descri tion Quantity Unit Unit Price Total Bid 1 Mobilization 1 LS $3,500.00 $3,500.00 2 Fla ers and Spotters 72 HR $44.00 $3,168.00 3 Other Traffic Control Labor 5 HR $44.00 $220.00 4 Roadwa Excavation Incl. Haul 123 CY $114.00 $14,022.00 5 CSTC for Pavement Repair & 30 TN $15.00 $450.00 Roadway Widenin , Incl. Haul 6 HMA Cl. I/z" PG 64-22 for Pavement 245 TN $100.00 $24,500.00 R air & Roadway Widenin 7 Plastic Line 650 LF $1.28 $832.00 8 Portable Changeable Messa e Si 4 EA $55.00 $220.00 Sch H Tota1= $46,912.00 The total contract amount increased by the change order is $46,912.00. The changes included in this change order will not affect the critical path schedule for this project; therefore, no working days will be added to the project per this change order. The time provided for completion in the Contract is � Unchanged ❑ Increased ❑ Decreased. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? � No If "Yes" Will the Policies Be Extended? ❑ No (Signature page to follow) ❑ Yes ❑ Yes K:�STREETS\PROIECTS\Overlay2013\CONSTRUCfION\Change Order�Chan9e Order #2 - SW 356th St Digout\Change Order #2.doc STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the stc�ndard specifications, the contract plans, and the special provisions governing the types of construction. � .�l��� 21>j � CONTRACTOR'S DATE SIGNATU�lichaet F T[tE�d Pfle�t� DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT DEPAR SIGNA' � DIRECTOR $1,452,877.19 $ 95,527.09 $ 46,912.00 $1,595,316.28 K:\STREETS\PROJECTS\Overlay2013\CONSTRUCTION\Change Order\Change Order #2 - SW 356th St Digout\Change Order #2.doc DA 6'��� BEGIN OVERLAY SW 356th ST STA. 0+62 4'x31' Sta. 3+50 i i � d � ' - — — - � �//' -; � ���._-���� �� �� �� ��� �.� i!�!i • `�� �� �� ' � ■ � � � ��� � ,-_--�. � � � '�� ��� / � ��� ��: . � �. ' I 11 . f t +Oql CONSTRUCTION NOTES: 1� REMOVE AND REPLACE EXTRUDED CONCREfE CURB O � FULLTDEPTH AT MATCH�L N� A DCTR4NSITION TOOD 13 REPLACE CURB AND GUTTER WITH NEW AT DISTANCE DIRECTED BY ENGINEER a � FA E OF GU�TTERS INDICATED. FULL DEPTH AT � REPLACE SIDEWALK WITH NEW TO MATCH IXISTING 7� INSTALL 5/8' MINUS CRUSHED ROCK, COMPACTED 3' a = DIG OUT AND REPAIR ROAD SECTION PER DETAIL WIDE MAX. BY OVERLAY DEPTH SHEET 25 OF 26 � INSTALLHYDRANT MARKER,TYPE2B ❑4 WIDEN ASPHALT ROADWAY 77 CONSTRUCTDETECTORLOOP O SAWCUTASPHALT PAVEMENT ORCONCREfE �8 CONSTRUCT PLASTIC TR4FfIC ARROW �6 � = PRELEVEL WITH HMA CL tl2' PG 64-22 19 CONSTRUCT PLASTIC STOP LINE �7 INSTALL PAVING FABRIC 2� CONSTRUCT CROSSWALK LINE �8 ADJUST MANHOLE TO GRADE 21 REMOVE AND REPLACE SPEED HUMP � ADJUST CATCH BASIN TO GRADE 22 REMOVE & REPLACE CONCRETE APPROACH �� ADJUSTMONUMENTCASETOGRADE 23 REMOVE & REPLACE TYPE C PRECAST TR4FFIC CURB 7 7 A CONSTRUCT TYPE 1 WHEEL CHAIR R4MP 2� PLACE TOPSOIL 11 B CONSTRUCT TYPE 2 WHEEL CHAIR RAMP 77 � CONSTRUCT WSDOT F-3d WHEEL CHAIR RAMP 25 CONSTRUCT ASPHALT TRANSITION OR RAMP. 12:1 MAX. SLOPE. 77 � CONSTRUCT TRUNCATED DOME REfROFIT � CONSTRUCT ASPHALT APRON "�z. � : �- - 40 VERIFY SCALE vERT. SCN.E : 1� a NA �CITY OF BAR IS ONE iNCH ON Federal Way �� � ,�H/8,3KCM OROfGINA�NG. DESN�ED : �H If NOT ONE INCH ON THIS SHEET, ADIUST CHECKED : M5 SCALES ACCORDINGLY. 3 � w > Q _.� N � 10'x5' Sta. 6+29 4'x4' Sta. 6+70 SW 356th ST - • , � �. -�.����. .=.��r:� � � - ---- -------- - �����.� -_ '-!=`• ,, • , ', �� ��� - _ � ��` 8'x4' Sta. 6i60 5'x10' Sta. 6+35 2013 ASPHALT OVERLAY PROJECT F,� 3 � w Q � � 0 N 266'x4' Sta.10+35 266'x4' Sta.10+35 Q Z�� =�w _ � ��w LEGEND: C/G = EXISTING CURB & GUTTER EP = EXISTING EDGE OF PAVEMENT TE = EXISTING THICKENED EDGE � = MONUMENT CASE � = EXISTING FIRE HYDRANT ❑� = EXISTING STORM DRAIN CATCH BASIN SQ = EXISTING MANHOLE Street Planing Width Asphalt Overiay @ Curb 8� Gutter Thickness SW 356TH ST 70' 2 1/2" I RFB NO. SW 356TH ST 13-102 PAGE 1 OF 4 SHEET SCHEDULE A 3 SITE PREPARATION/PAVING PLAN oF 26 > � W i Q � � � ,.� M Z �+ W _ ,_ _ 2�= — — — — _. Q � W T — — s+oo � (n W — �5.�- _ � , 366'x4' Sta.16+35 fd 85'x5' 80'x4' Sca. � 5�00 3 Sca. � 6+�0 CONSTRUCTION NOTES: 12 REMOVE AND REPLACE EXTRUDED CONCRETE CURB O � FULL DEPTH AT MATCH� E AND ATRANSITION TO 0" � s REPLACE CURB AND GUTTER WITH NEW AT DISTANCE DIRECTED BY ENGINEER 14 REPLACE SIDEWALK WITH NEW TO MATCH EXISTING a � FACE OF GUTTER INDICATED. FULL DEP1H AT 75 INSTALL 5/8' MINUS CRUSHED ROCK, COMPACTED 3' � = DIG OUT AND REPAIR ROAD SECTION PER DETAIL WIDE MAX. BY OVERLAY DEPTH SHEET 25 OF 26 � g INSTALL HYDRANT MARI�R, TYPE 26 �4 WIDENASPHAl.TROADWAY 17 CONSTRUCT DETECTOR LOOP O SAWCUT ASPHALT PAVEMENT OR CONCRETE �$ CONSTRUCT PLASTIC TRAFFIC ARROW O � = PRELEVEL WI7H HMA CL 1/2' PG 6422 18 CONSTRUCT PLAST�C STOP UNE Q7 INSTALL PAVING FABRIC 20 CONSTRUCT CROSSWALK LINE O ADJUST MANHOLE TO GRADE 21 REMOVE AND REPLACE SPEED HUMP O ADJUST CATCH BASIN TO GRADE ❑22 REMOVE & REPLACE CONCRETE APPROACH � � ADJUST MONUMENT CASE TO �RADE 23 REMOVE & REPLACE TYPE C PRECAST TRAFFIC CURB 17 A CONSTRUCT TYPE 1 WHEEL CHAIR RAPAP 24 PLACE TOPSOIL 7'1 B CONSTRUCT TYPE 2 NMEEL CHAIR RAMP 7 � � CONSTRUCT WSDOT F-3d WHEEI CHAIR RAMP 25 CONSTRUCT ASPHALT 1RANSITION OR RAMP. 12:1 MAX. SLOPE. 71 � CONSTRUCT TRUNCATED DOME RETROFIT 2s CONSTRUCT ASPHALT APRON "oraz. scxE : '" ' '° VERIFY SCALE ��.�:,-_ CITY Of BAR IS ONE INCH ON W1TE : 1/3/13 ORIG�NAL DRAWING. ,� Federal Way �A� � �H 8, KCM o—,- DESiCNEO : �H IF NOT ONE INCH ON THIS SHEET, ADJUST CNECKEO : Ms SCALES ACCORDINGLY. sssxa� Sta.16+35 SW 356th ST END OVERLAY STA. 24+66 �r �.�(� -.. Q �aa� Street Planing Width Asphalt Overlay @ Curb & Gutter Thickness sw �srH sr � o• 2 � ir' 3 � w > Q � � � � LEGEND: C/G = EXISTING CURB & GUTTER EP = EXISTING EDGE OF PAVEMENT TE = EXISTING THICKENED EDGE � = MONUMENT CASE �o = EXISTING FIRE HYDRANT ❑� = EXISTING STORM DRAIN CATCH BASIN sQ = EXISTING MANHOLE 2013 ASPHALT PAGE 2 OF 4 OVERLAY PROJECT SCHEDULE A SITE PREPARATION/PAVING PLAN FB N0. 13-102 HEET �f 4 26 CSDC eNtraprise - City of Federal Way's Online Services Page 1 of 1 CITY OF Federal Way WA5 H INGTt�:�l �f; e-Permits HOME ■ Terms & Conditions PUBLIC INFORMATION a Locate a Business ■ Permits Information ■ Issued Permits • Contractor Search REGISTERED USERS ■ Aoolv for Permit ■ View Mv Permits ■ Reauestlnsoection ■ New Reaistration ■ Uodate Reaistretion ■ Lo n ID Reference File pescription Name 07 101471 000 00 Business BL Registration Number Pre. Street 4224 WALLER Desc. Org. Name Appltcant TUCCI AND SONS INC Business Owner TUCCI AND SONS INC MatUng Address TUCCI AND SONS INC � Info. Dezc. Businea Ownership Type s.l.c. co� GamWi�g on Premises? Liquor Served on Premises? Number of Full-Time Employees in City Business Phone Number Number of Part•Time Employees in City Date Business Opened LIC-BUSINESS LIC. (1530) LIC-BUS. IICENSE RENEWAL (1532) LIC•BUS. UCENSE RENEWAL (1532) �' LIC-PENALN-BUSINESS LIC. (1590) LIC•BUS. LICENSE RENEWAL (7532) UC-BUS. LICENSE RENEWAL (1532) LIC-BUS. LICENSE RENEWAL (7532) LIC-BUS. LICENSE RENEWAL (1532) LIC•BUS. LICENSE RENEWAL (1532) LIC•PENALTY•BUSINESS LIC.�1590) Pracess Descriptbn Application Received - BL AppUcation Routing Planning Review Renev+al Notice Pre•ISSUance Processing - BL Renewal Pracessing Completed Fee Desc. Online Permit[ing PERMIT/BUSINE55 DETAILS Sub Type Work Name Status APP���ation Issue Date �P��ation Type Date Date Non-Resident Other TUCCI AND SONS Open Nar 20, 2007 �� 23' Dec 31, 2013 8usi�ss INC 2007 PROPERTY DETAILS Street pi� Suite Suite City State Zip Legal Desc Type Type Number RD TACOMA WA 98443 PEOPLE DETAILS Address Gty SUte Zip Phone# TUCCI AND SONS �NC TACOAM WA 98443 (253�922-6676 TUCCI AND SONS INC TACOAM WA 98443 (253�922•6676 TUCCI AND SONS INC TACOMA WA 98443 (253�922-6676 BUSINESSINPO v�� Corporation 1610 - Contractors- Highway/Street Cons[ructfon NO NO 0 2539226676 . 4 Mar 20, 2007 PERMIT/LICENSE FEE(5) Fee Amount Balance PROCESSES AND NOTES Status Schedule Date �Start Date End Da[e Closed Mar 2Q 2007 Mar 20, 2007 Mar 2Q 2007 Closed Mar 20, 2007 Mar 20, 2007 Mar 20, 2007 Closed Mar 20, 20W Mar 20, 20W Mar 20, 2007 Closed Nov 20, 2007 Dec 7, 2007 Dec 13, 20f0 Closed Mar 20, 2007 Mar 23, 2007 Mar 23, 2007 Ctosed Dec 7, 2007 Dec 7, 2007 Dec 13, 20f0 sn.00 S50•00 $50.00 $5.00 550.00 550.00 $50•00 $50•00 550•00 $10.00 Sa. W 50.00 �. W $0.00 $O.OD 50.00 50.00 50.00 50.00 $O.W AszignedSWff #Of Attemptr Cathleen Rosskk�253•635-2527) 0 Cathleen Rasskk (253•835•2527) 0 Cathy RafanelU 0 Cathleen Rossick (253-835-2527) 0 Cathleen Rossick (253•835-2527) 0 Cathleen Rossick (253•835•2527) 0 Powered by CSDC's AMANDA http://epermits.cityoffederalway.com/AMANDAS/eNtraprise/Federal Way/public/public_f... 5/21 /2013 � C;orporations: Registration Detail Page 1 of 2 Corporation Detail Neither the State of Washington nor any agency, officer, or employee of the State of Washington warrants the accuracy, reliability, or timeliness of any information in the Public Access System and shall not be liable for any losses caused by such reliance on the accuracy, reliability, or timeliness of such information. While every effort is made to ensure the accuracy of this information, portions may be incorrect or not current. Any person or entity who relies on information obtained from the System does so at his or her own risk. All documents filed with the Corporations Division are considered public record. TUCCI & SONS, INC. UBI Number Category ProfitlNonprofit Active/Inactive State Of Incorporation WA Filing Date Expiration Date Inactive Date Duration Registered Agent Information Agent Name Address 278021315 PUB Profit Active WA 03/02/ 1948 03/31/2014 Perpetual MICHAEL A TUCCI http://www. sos.wa.gov/corps/search_detail. aspx?ubi=278021315 5/21/2013 � Corporations: Registration Detail City State ZIP Special Address Information Address City State Zip Governing Persons Title President Vice Pr�sident Secretary Chairman 4224 WALLER RD TACOMA WA 98443 Name TUCCI , MICHAEL TUCCI , TIMOTHY KEVER, KEVIN TUCCI , MICHAEL Purchase Documents for this Corporation » « Return to Search List http://www. sos.wa.gov/corps/search_detail.aspx?ubi=278021315 Address TACOMA , WA TACOMA , WA TACOMA , WA TACOIVIA , WA 0 Page 2 of 2 5/21/2013 RETURN TO: EXT: �9�-- �.� C � L CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS / STREETS ORIGINATING STAFF PERSON: JEFF HUYNH EXT: 2721 3. DATE REQ. BY: TYPE OF DOCUMENT �CHECK ONE�: ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ� 1�i PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS� ❑ ORDINANCE ❑ RESOLUTION ❑ CONTRACT AMENDMENT (AG#�: I - O ❑ INTERLOCAL � 01'xEtt CHANGE ORDER #1 5. PxoaEC'r N�E: 2013 ASPHALT OVERLAY PROJECT N.�E oF CorrrRaCTOR: TUCCI & SONS INC ADDttESS: 4224 WALLER ROAD. TACOMA WA 98443 TELEPHONE: �253) 922-6676 E-MAiL: F�c: SiGxA'ru� Na�tE: MIKE FIZET"TE TtT[,E: PROJECT SUPERINTENDENT EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIItEMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # BL, EXP. 12/31/ UBI # , EXP. / /_ TERM: COMMENCEMENT DATE: COMPLETION DATE: lO/31/2013 TOTAL COMPENSATION: $1,452,877.19 +$95,527.09 =$1,548,404.28 (INCLUDE EXPENSES AND SALES TAX, IF ANY� (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLAYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ❑ NO IF YES, $ ❑ PURCHAS[tvG: PLEASE CHARGE TO: 102-4400-517-595-30-635 lO. DOCUMENT / CONTRACT REVIEW � PROJECT MANAGER �I ��f I%Q� � ❑ � DEPUTY DIRECTOR �4 DIRECTOR �I�i�O(� ❑ RISK MANA E ENT (IF APPLICABLE) � LAw DErr �S�jp13 11. COUNCIL APPROVAL (IF APPLICABLE� r� � � . . :�� � ��� '3t'1 r1�'l COMMITTEE APPROVAL DATE: 4/1/2013 12. CONTRACT SIGNATURE ROUTING t� �( SENT TO VENDOR/CONTRACTOR DATE SENT: 'T� ��ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INITIAL ATE SIG o -��- �z�1��3 � SIGNATOR MAYO R I CTOR�'� '�Q CITY CLERK �j I 7iT I,� ����IJ) �J �Ass [GrrEn AG AG# SIGNED COPY RETURNED DATE SENT! • `\ �RETURN ONE ORIGINAL PAID BY: ❑ CONTRACTOR ❑ CITY INTTIAL / DATE APPROVED COUNCILAPPROVAL DATE: 4/16/i013 DATE REC' D: � � � 11/9 CITY OF FEDERAL WAY _ _ _ CONTRACT CI3ANGE ORDER AGREEMENT RFB# 13-102 1 March 29, 2013 PROJECT CHANGE ORDER EFFECTIVE DATE _ _ NUMBER NUMBER 2013 Asphalt Overla_� Project Tucci & Sons, Inc. _ � `PROJECT TITLE _ _ _ _ _ _ _ CONTRACTOR _ _ __ _ __ _ _ _ __ __ SUMMARY 0F PROPOSED CHANGES: Change Ordet No. 1 provides for the cost to perform additional pavement repair work under new Schedule F— City Ha11 Parking Pavement Repair using the same unit prices fram Schedule "C", West Campus Office Park with the addition of the mobilization line item to cover the contractor _ cosi of overtime for working on the weekend and Schedule G— Steel Lake Paik Parking Pavement Repair using the same unit prices from Schedule "B", Adelaide Park with the addition of the _ _ _ mobilization line item to eover the cost of mobilizing equipment to the Steel Lake Park site location as shown on the attached plans. The added work will be paid for under bid ifems ' _ _ described as follows: __ Schedule F- Ci Hall Parkin Pavement Re air ltem Descri tion anti Unit Unit Price Total Bid 1 Mobilization _ . 1 LS _ $S,OOQ.00 $5;000.00 _ 2 Fla _ers aiYd S otters _ _ - 64 HR $44.00 $2 81b.00 3 ' Other Traffic Control Labor 4 HR $44.00 $176.00_ __ _ _ _ _ 4 A halt/Cernent Concrete Sawcuttin 3$12 LF $0.01. $38.12 _ __ _ _ _ _ _ _. 5 Roadwa Excavation Inc1. Hau1 87 CY $97.00 $8,439.00 6 CSTC for Pavement Repair & 12 TN ' $30.00 $360.00 Roadwa Widenin Incl: Haul _ _ _ _ ` _ _. _ _ _ 7 HNiA Cl. i/Z" PG 64-22 for Pavement 180 `TN $98.00 $17,640.00 _ _ R air & Roadwa Widenin __ $ Removal of Cement Cancrete Gutter _ 57 SY $42.00 . $2 394.00 _ _ __ _ _ __ . _ _ _ __ _ _ _. Sch F Tota1= S36 863.12 _ _ __ _ _ _ _ Schedule G- Steel Lake Park Parkin Pavement Re air _ _ _ _ ! Item Descri tion . antit `. Unit ' Unit Price Total Bid 1 _ IViobilization _ _ ; 1_ LS __ $4,500.00 , _ $4,500.00_.: 2 Fla ers and S otters 88 HR $44.00 $3,872.00 :- 3 Other Tra:ffic Control Labor _ 8 HR _ $44.00 $352.00 4 As halt�Cement Concrete Sawcuttin _ 6,497 LF $0.01 $64.97 5 Roadwa, Excavation Incl. Haul 130 CY $135.00 , $17 550.U(} 6 CSTC for Pavement Repair & 100 TN $30.00 $3,OQ0.00 Roadwa. Widenin , Incl. Haul - 7 HMA Cl. %z" PG 64-22 for Pavement 250 TN $115A0 �28,750.00 � R air & Roadwa Widenin � _ 8 Paint Line __ 1000 _ LF $0.28 . $280.00 9_ Plastic Traffic Arrow : __ 5 EA $59.00 $295.00 _ - _ ,_ _ : Sch G Total = $58 663.97 Change Order ' . _ _ : _ _ Tota1= : S95 527.09 K:\��1PR01ECTS�Overlay2013\CONSTRUCTION�Change Order�Change Order #ll.doc The total contract amount increased by the change order is $95,527.09. The changes included in this change order will not affect the critical path schedule for this project; therefore, no working days will be added to the project per this change order The time provided for :completion in the Contract is � Unchanged ❑ Increased Q Decreased. This Document shall become an Arnendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? � No If "Yes" Will the Policies Be Extended? _ O No ❑ Y�. � Yes STATEMENT: Payment for the above work wild be in accordance with applicable portions of the standard specificatzons, and with the understanding that all materials, workmanship and measuremenis shall be i ccordance with the provisions of the standard speci, f cations, the contract plans, and _ _. _ _ t�ee speci o isio.ns governing the types of construction.. � D�—/g /.3 _ _ _ _ _. CONTRACTOR' S__ DATE MAYOR' DATE siGrtaTUE Michaei � Tucci Presidenf siGNaTUxE DEPARTMENT RECAP TO DATE: ORIGINAL CONTR,ACT AMOLTNT PREVIOUS CHANGE ORDERS THIS CHANGE QRDER _ _ CONTR.ACT AMOUNT j� . �� 3 DEPARTME IRECTOR' S DAT SIGNATURE $�.452;8?7,19 � ��. $ 5 S27-ti� _ $1.548.404.28 K:\51REEf5\PRO]ECTS�Overlay2013�CONSTRUCTION\Change Order\Change Order �ll.tloc ��-- CONSTRUCTION NOTES: �3 DIG OUT AND REPAIR ROAD SECTION PER OETAIL SHEET 25 OF 26. ,� � �" � � r��` �� � � �=� �%� _ _ .. _ �z. scra.e : �• . �o ��f�1Fi( .�CALE ` _ . �. � : ,. � � � �.: — CITY HALL PARKING ��TYOf _ __ 2Q 13 ASPHALT � PACE � oF � BAR IS ONE INCH ON --- � Federal Way OATE : 1/]0/13 ORIdNAL DRAWING. ow�nri :: ,m � .�r , : � � �. _ . _ . w` OVERLAY PROJECT scHE�u�E F oESIGNEO .Ni ae, iw � N0T OP1E M1CH ON T►ns s►+e�r, ao�usT PAVEM E NT R E PAI R c�EC�o : us SCALES ACCOR0INGLY. . _ F8 NO. 13-102 HEET � �� 1 . . . � v�'va's'v�'�'e *a��.�'�.�♦�♦�.o. � �, . � ' ' � , � •�a : :: i� ::' MATCHLINE . .. .. . _ _ . _ __. _ ._ ... . ._ . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _. . . . . _. _. . . . .. .. , _.:. . . . ._..__..__._._... . ..... ... _._.. .. t�Z. SCAI,E : i' � 40 _ ���� 'S , . . � ,,�, � ; ,.. �, -- - � ��� � STEEL LAKE P RK PA G _- ; ,; A RKIN ���E �H oN ..-- 2 013 AS P HALT PAGE � oF 2 cirr oF DATB : 4/Oi/13. . ORIGINAL ORANANG. � Federai Way � : .� � � o � �. _ OE�cnEO :,x� k nv IP NOT ONE ►NCt1 �V OVER LAY P ROJ ECT scHEOU�E c TFUS SHEEi, ApJUST " � c�c�o :,.5 _ sc,�u.es nccoROirx�,r,. __. ; ' � PAVE M E NT R E PAI R F6 N0, 13-102 H� � : �� 2 Tucci & Sons, lnc Transmittal - 4224 Waller Road � Tacoma, WA 98443-1623 Telephone:(253)922-6676 Fax:(253)922-2676 - Equal Opportunity Employer - Date: 18 Apri12013 To: CITY OF FEDERAL WAY Attention: Jeff Huynh From: Kelly DuCommun Public Works Deparhxient xe: City of Federal Way 33325 8`�' Avenue South 2013 Asphalt Overlay RFB #13-102 Federal Way, WA 98003 Superintendent: Brandon Brownell � For Your Approval � For Your AMion � For CorreMion � Approved As Noted � Approved as Submitted � For Your Signature � For Your Record � Per Your Request � For Your Review � Other RETURN TO: MARY JAENICKE EXT: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS / STREET 2. ORIGINATING STAFF PERSON: JEFF HUYNH EXT: 2721 3. DATE REQ. BY: 4. TYPE OF DOCUMENT (CHECK ONE�: ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ� �p PUBLIC WORKS CONTRACT ❑ ❑ PROFESSIONAL SERVICE AGREEMENT ❑ ❑ GOODS AND SERVICE AGREEMENT ❑ ❑ REAL ESTATE DOCUMENT ❑ ❑ ORDINANCE ❑ CONTRACT AMENDMENT (AG#�: ❑ �C] OTHER 5. PROaEC'r Na�E: 2013 ASPHALT OVERLAY PROJECT SMALL OR LIMITED PUBLIC WORKS CONTRACT MAINTENANCE AGREEMENT HUMAN SERVICES / CDBG SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS� RESOLUTION INTERLOCAL 6. Na�E oF Coiv�rRacTOR: TUCCI & SONS INC. AnD�ss: 4224 WALLER ROAD TACOMA. WA98443 TELEPHONE: (253� I22-6676 E-MAi[,: F�c: S[G1vATUttE N.41vtE: MICHAEL F TUCCI TITLE: PRESIDENT 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS � PROOF OF AUTHORTTY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # BL, EXP. 12/31/_ UBI # , EXP. /_/_ 8. TERM: COMMENCEMENT DATE: COMPLETION DATE: lO/31/2013 9. TOTAL COMPENSATION: $1,452, 877.19 (INCLUDE EXPENSES AND SALES TAX, IF ANY� (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPCAYEES TITLES AND HOLIDAY RATES� REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: o YES ❑ NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CTTY ❑ PURC�SING: PLEASE CHARGE TO: 102-4400-517-$95-30-635 lO. DOCUMENT / CONTRACT REVIEW �ROJECT MANAGER ❑ DNISION MANAGER y� DEPUTY D[RECTOR ❑ Du�C'roR ❑ RISK MANAGEMENT (IF APPLICABLE� 3���LAw DErr INTI'IAL / DATE REVIEWED .� ;3 /:2.�1 .;Lc) l,� 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: INTfIAL / DATE APPROVED COUNCIL APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING O SENT TO VENDOR/CONTRACTOR DATE SENT: DATE REC'D: �Ia�1 �IJ ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INITIAL / DATE SIGNED ❑ LAw DErr 3 Z'�l- l3 7cti c�.� "�p L!� `- I� � SIGNATORY (MAY R DIRECTOR� ti'I,' (' '��Jl �t(CITYCLERK �� �['I'�� '�.ASSIGNED AG # AG# ' lO ❑ SIGNED COPY RETURNED DATE SENT: ' �' �3 ❑ RETURN ONE ORIGINAL V �'" . z . � _�._-�� . �` 4� � . �$`� �� `�";. � � � ORIGINAI CONTRACT #1 c,TY o� Federal Wa y BID AND CONTRACT DOCUMENTS AND SPECIFICATIONS FOR 2013 ASPHALT OVERLAY PRO]ECT RFB # Z3-ZOZ City of Federa/ Way PUBLlC WORKS DEPARTMENT 33325 Eighth A venue South Federa/ Way, WA 98003 Mai/ing Address; City of Federa/ Way PUBLIC WORKS DEPARTMENT Federa/ Way, WA 98003-6325 F m¢. . # . . . 2013 Asphalt Overlay Project RFB 13-102 Addendum No. 1 January 18, 2013 ATTENTION: All Bidders and Planholders You are hereby notified that in Addendum No. 1, the Bid and Contract Documents and Speciiications for 2013 Asphalt Overlay Project is amended as follows: SPECIAL PROVISIONS (APPENDIX A) Replace Appendix A(pages 64 through 136) with the following Appendix A. Appendix A was revised as follows: 1. Page 98, paragraph 4, add "The Contractor is restricted to work up to two (2) Schedules at a time unless otherwise approved by the Engineer". The bid opening date has not changed. All bidders are required to acknowledge receipt of this addendum on page 23 of the Bid Form. Failure to do so may cause rejection of the bid. CITY OF FEDERAL WAY �� Jeff Huynh Street Systems Engineer JH: k:\streets\projects�2013 Overlay�RFB\addenduml.doc 2013 Asphalt Overlay Project RFB 13-102 Addendum No. 2 February 11, 2013 ATTENTION: All Bidders and Planholders You are hereby notified that in Addendum No. 2, the Bid and Contract Documents and Specifications for 2013 Asphalt Overlay Project is amended as follows: SPECIAL PROVISIONS (APPENDIX A) Replace Appendix A(pages 64 through 136) with the following Appendix A. Appendix A was revised as follows: 1. Page 115, add "5-04.3(3)A Material Transfer Device/Vehicle Delete Section 5-04.3(3)A in its entirety". The bid opening date has not changed. All bidders are required to acknowledge receipt of this addendum on page 23 of the Bid Form. Failure to do so may cause rejection of the bid. CITY OF FEDERAL WAY ��''� w� J� � Jeff Huynh Street Systems Engineer JH: k:�streets\projects�2013 Overlay�RFB�addendum2.doc �� � ��' ia .yY � �,� N� y; -: i � yr��� �S F� -. y n F � , � � y �'s�q '� � 7 ., �� ., � �. � .�' '" • „ , � .�, � ,, . � ,�.,y x .-v, � „� i.� -���.� y;; BID AND CONTRACT DOCUMENTS AND SPECIFICATIONS FOR 2013 ASPHALT OVERLAY PRO�ECT RFB # 13-102 Bids Accepted Until 10:00 a.m., February 13, 2013 Bids Opened 10:10 a.m., February 13, 2013 AT: City of Federal Way City Hall Hylebos Conference Room 33325 Eighth Avenue South Federal Way, WA 98003 Prepared By: PUBLIC WORKS DEPARTMENT CITY OF FEDERAL WAY, WASHINGTON v / � / fi ,F. F H C _— � ,,. -'. � ,l.�s : �s r, ; ..:: �a'�»x � �� ���� ��e .�.��n � �% %tii ����r/ ;.� �'�r�' yx � �: H�..: H � ,�,, a, � :, :: A , �:_ .r ':.�, ' , r, . . , - ,- � . � _ . . . City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 2 2013 RFB ver. 1-08 � �� �� � � � � � TABLE OF CONTENTS PAGf PUBLIC NOTICE — REQUEST FOR BIDS .......................................................................4 BIDDER'S CHECKLIST .................................................................................................6 SECTION 1: INSTRUCTIONS TO BIDDERS ...................................................................8 SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS. ........................... 15 NO BID RESPONSE FORM (Attachment A) ............................................................... 21 BID FORM (Attachment B) ....................................................................................... 22 BID SCHEDULE (Attachment C) ................................................................................ 24 BID SIGNATURE PAGE (Attachment D) .................................................................... 30 BID BOND FORM (Attachment E) ............................................................................. 31 SUBCONTRACTOR LIST (Attachment F) ................................................................... 32 COMBINED AFFIDAVIT AND CERTIFICATION FORM (Attachment G) ...................... 33 CONTRACTOR'S COMPLIANCE STATEMENT (Attachment H) .................................... 35 PUBLIC WORKS CONTRACT (Attachment I) ............................................................. 36 (with Exhibits A-H and Appendixes as attached) Exhibit A Notice of Completion Exhibit B Contract Change Order Agreement Exhibit C Contractor's Retainage Agreement Exhibit D Retainage Bond to the City of Federal Way Exhibit E Notice to Labor Unions of Other Employment Organizations Nondiscrimination in Employment Exhibit F Certificate(s) of Insurance Exhibit G Performance/Payment Bond Exhibit H Title VI Assurances SPECIAL PROVISIONS ...............................................................................BWE PAGES w STANDARDPLANS AND DETAILS ........................................................... WHITE PAGES PREVAILING WAGES AND BENEFIT CODE KEY ....................................YELLOW PAGES City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 3 2013 RFB ver. 1-08 � � � CITY OF FEDERAL WAY REQUEST FOR BIDS 2013 ASPHALT OVERLAY PRO)ECT RFB # 13-102 SUBMITTAL OF SEALED BIDS: Notice is hereby given that the City of Federal Way, Washington, will receive sealed bids through February 13, 2013 until 10:00 a.m., at the City Hall Purchasing Office or by US Mail at City of Federal Way, Purchasing Office, 33325 8�' Avenue South, Federal Way, Washington 98003. Proposals received after 10:00 a.m. on said date will not be considered. BID OPENING: All bids will be opened and read publicly aloud at 10:10 a.m. on Wednesday, February 13, 2013, at City Hall Hylebos Conference Room 33325 8th Avenue South, Federal Way, Washington, for this RF6. All bid proposals shall be accompanied by a bid deposit by a cashier's or certified check, or Bid Bond in an amount equal to five percent (5%) of the amount of such bid proposal. Should the successful bidder fail to enter into a contract and furnish satisfactory Performance Bond within the time stated in the specifications, the bid deposit or bond shalf be forfeited to the City of Federal Way. DESCRIPTION OF WORK: �� This project shall consist of furnishing all materials, equipment, tools, labor and other work or items incidental thereto (excepting any materials, equipment, utilities or service, if any, specified herein to be furnished by the Owner or others), for the construction, sequencing and r� trafFc control plan for overlaying existing asphalt concrete pavement in up to five (5) different �� locations within the City of Federal Way. The work shall include but not limited to: Hot Mix Asphalt pavement overlay (13,200 tons) and Hot Mix Asphalt pavement, pavement repair, planing of asphalt pavement, paving fabric, sidewalk repair, curb and gutter repair, truncated � dome retrofit, adjustment of existing utilities, traffic markings, traffic signal loops, wheelchair ramps and all items necessary to complete the work as described in the Contract documents. The Contractor shall complete all work within 80 working days. The bidder is urged to check the plans and contract provisions carefully. All bid proposals shall be in accordance with the Instructions to Bidders and all other contract documents now on file in the Purchasing Office of the City of Federal Way. Bid documents may be obtained from the Purchasing Department at (253) 835 2526. Any questions concerning the description of the work contained in the contract documents must be directed to JefF Huynh,. Street Systems Engineer, by facsimile at (253) 835-2709, or by letter addressed to Jeff Huynh, Street Systems Engineer prior to bid opening date. PURCHASE OF BID DOCUMENTS: � Bidders may purchase copies of the Bidding Documents (half-size plans) in person, or by mailing a Twenty-Five and no/100 Dollars ($25.00) (non-refundable) check or cashiers' check payable to the City of Federal Way, 33325 8th Avenue South, Federal Way, WA 98003-6325, � phone (253) 835-2526. If purchasing by mail, please indicate your request for Bidding Documents for RFB #13-102, 2013 Asphalt Overlay Project. Informational copies of maps, � � City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 4 2013 RFB ver. 1-08 L� � � � � � plans, and specifications are available for review at the Public Works Department, Federal Way City Hall, 33325 8th Avenue South, Federal Way, Washington. Bidding Documents are also available for review at the following Plan Centers: Seattle Daily Journal of Commerce, Attn: Plancenter.com, 83 Columbia St, Suite.200, Seattle, WA 98104 Daily Journal of Commerce Project Center, 921 SW Washington St, Suite 210, Portland, OR 97205 McGraw Hill, 200 SW Michigan St, Suite 100A, Seattle, WA 98106 Valley Plan Center, 10002 Aurora Avenue North, #36, PMB 334, Seattle, WA 98133 Reed Construction Data, 30 Technology Parkway South, Suite 500, Norcross, GA 30092 Builders Exchange of Washington, 2607 Wetmore Avenue, Everett, WA 98201 Contractor Plan Center, 14625 SE 82"d Drive, Clackamas, OR 97015 Contractor's Resource Center, 2301 So Jackson Street, Suite 101B, Seattle, WA 98144 The City, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49 C.F.R., Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally-assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 23 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. The City encourages minority and women- owned firms to submit bids consistent with the City's policy to insure that such firms are afforded the maximum practicable opportunity to compete for and obtain public contracts. The Contractor will be required to comply with all local, State, and Federal laws and regulations pertaining to equal employment opportunities. The City anticipates awarding this project to the successful bidder and intends to give Notice to Proceed as soon as the Contract and all required associated documents are executed in full. However, regardless of the date of award, or Notice to Proceed, the Contractor must complete all work under this project by October 31, 2013. RESERVATION OF RIGHTS: The City of Federal Way reserves the right to reject any and all bids, waive any informalities or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. No bidder may withdraw his bid after the hour set for the opening thereof unless the award is delayed for a period exceeding thirty (30) days. Dated the Dates of Publication: day of , 2013. City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 Federal Way Mirror: January 11, 2013 January 18, 2013 Daily Journal of Commerce: January 12, 2013 January 19, 2013 RFB # 13-102 2013 �� � BIDDER'S CHECKLIST The bidder's attention is especially called to the following forms, which must be executed in full as required and submitted as part of the bid. Failure to comply shall result in rejection of any bid not so complying. � � �' � a �� ❑ �` .� ❑ I � I � 0 C' Bid Form (Attachment B) The Bid Form shall be completed and fully executed, including filling in the total bid amount. Bid Schedule (Attachment C) The unit prices shall be set forth in the space provided. Bid Signature Page (Attachment D) The Bid Signature Page shall be filled in and fully executed by the bidder. Bid Bond Form (Attachment E) This form is to be executed by the bidder and the surety company unless a certified check is submitted with the bid. The amount of this bond or certified check shall not be less than five percent (5%) of the total bid amount and shall be shown in both words and figures. Subcontractor List (Attachment F) The Subcontractor List shall be filled in by the bidder. (This section may/may not apply) Combined Affidavit and Certification Form (Attachment G) This form must be subscribed to and sworn before a Notary Public and notarized. ❑ Contractor's Compliance Statement (Attachment H) �❑ C The Contractor's Compliance Statement shall be filled in and fully executed by the bidder. Contractor's Certificate of Registration The bidder shall provide a copy of Contractor's current registration with the State of Washington. Contractor's State Identification Numbers The bidder shall provide a copy of Contractor's current state unified business identifier number and, as applicable, an employment security department number and state �+ excise tax registration number. � � City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 6 RFB # 13-102 2013 � � SUCCESSFUL BIDDER'S CHECKLIST The following documents are to be executed and delivered to the City within ten (10) calendar days after the Bid is awarded: � ❑ � ❑ � � � I � � �] n n .■� Public Works Contract (Attachment I) The successful bidder will fully execute and deliver to the City the 2013 Asphalt Overlay Project Public Works Contract ("Contract'� from these Bid Documents. Contractor's Retainaae Aareement or Retainage Bond (Exhibit C or D) The successful bidder will fully execute and deliver to the City the Contractor's Retainage Agreement or Retainage Bond. Notice to Labor Unions or Other Em�loyment Orraanizations Nondiscrimination in Employment (Exhibit E) If this applies, the successful bidder will sign and post copies of this Notice in conspicuous places available to employees or applicant for employment. Certificate of Insurance (Exhibit F) The successful bidder will provide a Certificate of Insurance evidencing the insurance requirement set forth in the Contract. Performance/Payment Bond (Exhibit G) The successful bidder will provide a fully executed Performance/Payment Bond as appropriate. Business License The successful bidder will provide a copy of a current Business License with the City of Federal Way. City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 7 RFB # 13-102 2013 � SECTION 1: INSTRUCTIONS TO BIDDERS � 1-1 Time and Place for Submission and Opening of Bids Sealed bids must be submitted by 10:00 a.m. local time on February 13, 2013, to the Purchasing Office of the City of Federal Way (the '�City'�, located on the second floor of City Hall, or received by US Mail at City of Federal Way, Purchasing Office, 33325 Eighth Avenue S, Federal Way, Washington, 98003-6325, and will be publicly opened and read aloud in City Hall Hylebos Conference Room on February 13, 2013, at 10:10 a.m. local time. The City's Purchasing Coordinator must receive the sealed bid before the time and date specified in order to be considered. Telex or facsimile bids will not be accepted. The bidder accepts all risks of late delivery of mailed bids or of misdelivery regardless of fault. Late bids will be returned unopened. If, after reviewing this document the bidder chooses not to submit a bid, the bidder may ;� complete and return the "No Bid Response Form" provided as Attachment "A" by the � date and time indicated above. L_ J 1-2 Bid Form Bids shall be made on the'�Bid Form", Attachment'�B" issued by the City as part of these contract documents, without reservation or amendment. Bids must be typewritten or printed in ink. Upon completion, the Bid Form and the bid bond or certified check and any requested information shall be placed in a sealed envelope. On the outside of the envelope, place the bid name, bid number and the time bids are due. 1-3 Bid Signature All bids shall give the total bid price and shall be signed in ink by the bidder or their authorized representative, with the address. If the bid is made by an individual, the name, signature, and address must be shown. If the bid is made by a firm or partnership, the name and address of the firm or partnership and the signature of at least one of the general partners must be shown. If the bid is made by a corporation, the bid shall show the title of the person authorized to sign on behalf of the corporation, his or her title and the address. The City reserves the right to request documentation showing the authority of the individual signing the bid to execute contracts on behalf of anyone, or any entity, other than himself/herself. Refusal to provide such information upon request may cause the bid to be rejected as nonresponsive. 1-4 Bid Withdrawal Due to Error Bids may not be withdrawn due to a claim of error in a bid unless written notice of such � claim and supporting evidence for such claim including cost breakdown sheets are delivered to the City within forty-eight (48) hours prior to the opening of bids. � � City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 RFB # 13-102 2013 � ,�. � � � � � r 1-5 Modification of Bid A modification of a bid already received will be considered only if the modification is received prior to the time announced for bid opening. All modifications shall be made in writing, executed and submitted in the same form and manner as the original bid. 1-6 Examination of Bid and Contract Documents — Bidder Responsibilities The submission of a bid shall constitute an acknowledgment upon which the City may rely that the bidder has thoroughly examined and is familiar with the bid and contract documents and has reviewed and inspected all applicable federal, state and local statutes, regulations, ordinances and resolutions dealing with or related to the equipment and/or services to be provided herein. The failure or neglect of a bidder to examine such documents, statutes, regulations, ordinances or resolutions shall in no way relieve the bidder from any obligations with respect to the bidder's bid or the contract documents. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any contract documents, statutes, regulations, ordinances or resolutions. Bidders shall visit delivery and service locations(s) as required. Bidders shall become familiar with and verify any environmental factors, which may impact current or future prices for this requirement. 1-7 Interpretation of Bid and Contract Documents No oral interpretations will be made to any bidder as to the meaning of the bid or contract documents and no oral communications will be binding upon the City. Requests for an interpretation shall be made by facsimile, or by mail and delivered to the Purchasing Coordinator of the City at the address indicated in Section 1-1, at least ten (10) days before the date announced for opening the bids. Any interpretation deemed necessary by the City will be in the form of an addendum to the bid documents and when issued will be sent as promptly as is practical to all parties to whom the bid documents have been issued. All such addenda shall become part of the bid. 1-8 Addenda Each bid shall include acknowledgment of receipt and review of all addenda issued during the bidding period on the Bid Form. 1-9 Bid Price The bid price shall include everything necessary for the completion of the contract including, but not limited to, furnishing all materials, equipment, tools, freight charges, facilities and all management, superintendence, labor and service, except as may be provided otherwise in the contract documents. All Washington State sales #ax and all other government taxes, assessments and charges shall be included in the various Bid item prices as required by law. The offer shall remain in effect ninety (90) days after the bid opening. In the event of a discrepancy between a unit price and an extended amount and/or the total price, the unit price will govern and the extended amount and/or total price will be corrected accordingly. However, downward correction of a bid, which would displace the apparent low bidder, will only be permitted if the error made and the intended bid price can be determined solely from the bid documents. City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 RFB # 13-102 2013 ',{ �' 6el � � � � � � � � 1-10 Postponement of Bid Opening The City reserves the right to postpone the date and time for the opening of bids by announcing such postponement at any time prior to the date and time announced in these documents. i-11 Rejection of Bids A. The City reserves the right to reject any bid for any reason including, but not limited to, the following: any bid which is incomplete, obscure, irregular or lacking necessary detail and specificity; any bid which omits a price on any one or more items on the Bid Form and Bid Schedule; any bid in which prices are unbalanced in the opinion of the Ciry; any bid accompanied by insufficient or irregular bid bond; any bid from bidders who (in the sole judgment of the City) lack the qualifications and/or responsibility necessary to perform the work after considering the elements in Section 1-14.6; any bid for which a bidder fails or neglects to complete and submit any qualifications information within the time specified by the City and as may be otherwise required herein; and, any bid submitted by a bidder who is not registered or licensed as may be required by the laws of the State of Washington. B. The city further reserves the right to reject any portion of any bid and/or to reject all bids. In consideration for the City's review and evaluation of its bid, the bidder waives and releases any claims against the City arising from any rejection of any or all bids. 1-12 Alterations to Documents Prohibited Any addition, limitation or provision attached to the bid may render it informal or nonresponsive and cause its rejection. Alteration by erasure or interlineations must be explained or noted in the bid form over the signature of the bidder. No oral, telegraphic or telephonic bids or modifications will be considered. 1-13 Disqualification of Bidder If, in the opinion of the City, there is reason to believe that collusion exists among bidders, none of the bids of the participants in such collusion will be considered. All bidders are required to submit the Affidavit of Non-Collusion (Attachment G) with their bids. 1-14 Evaluation of Bids It is the intent of City to award a contract to the lowest responsive bid by a responsible bidder as evaluated by the City. The bidder may be required by the City to submit documentation demonstrating compliance with the criteria. A. Responsiveness — The bidder must complete all required forms and bid documents and provide all required and requested information. Refusal to provide such information may cause the bid to be rejected. The City will consider all the material submitted by the bidder to determine whether the bid is in compliance with the bid terms and documents and responsive to the requested work. City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 10 RFB # 13-102 2013 � B. Responsibility — The City will consider all the material submitted by the bidder, and � other evidence it may obtain including information from previous project owners, to determine whether the bidder is responsible. The bidder must meet the following � bidder responsibility criteria and supplemental bidder responsibility criteria to be considered a responsible bidder: � � � � � � J � Mandatory Bidder Responsibility Criteria a. Have a current certificate of registration as a contractor in compliance with chapter 18.27 RCW, which must have been in efFect at the time of bid submittal; b. Have a current Washington Unified Business Identifier (UBI) number; c. If applicable: i. Have Industrial Insurance (workers' compensation) coverage for the bidder's employees working in Washington, as required in Title 51 RCW; ii. Have a Washington Employment Security Department number, as required in Title 50 RCW; iii. Have a Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW; d. Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). 2. Supplemental Bidder Responsibility Criteria a. The bidder shall not have a record of excessive claims filed against the � c. � retainage, payment, or performance bonds for public works projects during the previous three years, that demonstrate a lack of effective management by the bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances acceptable to the City. The bidder shall have a reasonable history of successfully completed projects of a similar size and scope as required by the contract documents for this project. The City will evaluate whether the projects were "successfully completed" and of a"similar size and scope." The bidder shall have evidence that it is able to begin and complete the work, and complete it in a timely fashion. 3. As evidence that the bidder meets the supplemental bidder responsibility criteria in paragraph (B)(2) above, the apparent low bidder must submit the following documentation to the City within 48 hours of the bid opening. The City reserves the right to request such documentation from other bidders also. Refusal to provide such information upon request may cause the bid to be rejected. a. The bidder shall submit a list of the public works projects completed within the previous three years and include for each project the following information; the owner and contact information for the owner; a list of claims filed against the retainage, payment, or performance bond for any of the projects listed; a written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 11 RFB # 13-102 2013 lJ � � b. The bidder shall submit a list of projects of similar size and scope to this project and include information about each project, including the following: the owner and contact information for the owner; the awarded contract amount; the final contract amount; a description of the scope of the project and how the project is similar to this project; the bidder's assessment of its performance of each project. The information should include any information regarding performance in the following areas; quality control; safety record; timeliness of perFormance; use of skilled personnel; management of subcontractors; availability of and use of appropriate equipment; compliance with contract documents; management of submittals process, change orders, and close-out. c. The bidder shall furnish acceptable evidence of the bidder's current ability to perform, such as firm commitments by subcontractors, equipment, supplies and facilities, and the bidder's ability to obtain the necessary personneL d. 4. If the City determines the bidder does not meet the bidder responsibility criteria in paragraph (B)(2) above and is therefore not a responsible bidder, the City shall notify the bidder in writing with the reasons for its determination. If the bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the City's determination by presenting additional information to the City and meeting the requirements of section 1-20(B). The City will consider the additional information before issuing its final determination. If the final determination affirms that the bidder is not responsible, the City will not execute a contract with any other bidder until two business days after the bidder determined to be not responsible has received the final determination. C. Lowest Bid — The lowest bid shall be determined as set forth on the Bid Form. The acceptance of a bid will be evidenced by a Notice of Award. No other act of the � City shall constitute acceptance of a bid. Within ten (10) days after receipt of Notice of Award, the bidder whose bid is accepted, shall furnish the required performance bond, certificate of insurance, execute the contract and perform all other acts � required by the bid and contract documents as conditions precedent to formation of the contract. � � � � � 1-15 Procedures When Only One Bid is Received In the event only a single responsive bid is received, the City reserves the right to conduct a price and/or cost analysis of such bid. The sole bidder shall provide such information, data and other documentation as deemed necessary by the City for such analysis. The City reserves the right to reject such bid. 1-16 Bid Documents Bidders are required to submit with the bid package the following: A. AttachmentA — No Bid Response Form, if applicable. City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 12 RFB # 13-102 2013 � � � � � � � � � � � � � � B, Attachment B— Bid Form. C. Attachment C— Bid Schedule. D. Attachment0— Bid Signature Page. E. Attachment E— Bid Bond Form. F. Attachment F— Subcontractor List. (May Not Apply) G. Attachment G— Combined Affidavit and Certification Form. H. Attachment H— Contractor's Compliance Statement. i-17 Conflicts of Interest and Noncompetitive Practices By submitting a bid, the Contractor agrees as follows: A. Conflict of Interest — That it has no direct or indirect pecuniary or proprietary interest, that it shall not acquire any interest which conflicts in any manner or degree with the work, services, equipment or materials required to be performed and/or provided under this contract and that it shall not employ any person or agent having any such interests. In the event that the Contractor or its agents, employees or representatives hereafter acquires such a conflict of interest, it shall immediately disclose such interest to the City and take action immediately to eliminate the conflict or to withdraw from this contract, as the City may require. B. Contingent Fees and Gratuities 1. That no person or selling agency except bona fide employees or designated agents or representatives of the Contractor have been employed or retained to solicit or secure this contract with an agreement or understanding that a commission, percentage, brokerage, or contingent fee would be paid; and 2. That no gratuities in the form of entertainment, gifts or otherwise, were offered or given by the Contractor or any of its agents, employees or representatives, to any official, member or employee of the City or other governmental agency with a view toward securing this contract or securing favorable treatment with respect to the awarding or amending, or the making of any determination with respect to the performance of this contract. 1-18 Bid Security No bid will be considered unless accompanied by either a cashier's or certified check in an amount equal to five percent (5%) of the Total Bid Price as indicated on Attachment B, "Bid Form", or a bid bond in the form of Attachment E or a letter of credit for a like amount. The check or bond shall be payable to the City; it shall be forfeited as fixed and liquidated damages in case the bidder fails, neglects or refuses to enter into a contract for the faithful performance of said work (including the providing of any evidence of insurance and/or performance bond required herein), in the event the contract is awarded to them, within ten (10) days after the award is made. If a bid City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 13 RFB # 13-102 2013 � � ' r � � � � � � � � J � � � bond is submitted in lieu of a check, it shall be executed by a corporate surety authorized to transact business in the State of Washington and in the form prescribed in Attachment E, ��Bid Bond". If a letter of credit is offered in lieu of a check or bidder's bond, it shall be issued as an irrevocable documentary letter of credit drawn on a banking institution licensed to do business in the State of Washington. The letter of credit shall include instruction and provisions prescribed in Attachment E, "Bid Bond". Any questions as to the qualification of the banking institution or instruction shall be submitted to the City at least ten (10) days prior to the bid submittal date. The check, bidder's bond or letter of credit shall be attached to the bid form. The City further reserves the right to hold all bids (and the accompanying bid security) from the date of the bid opening until the contract and any performance/payment bond are executed, provided that such period does not exceed ninety (90) days, and each bid shall remain efFective during that period. 1-19 Performance/Payment Bond The bidder to whom the City has awarded this Contract will remove the PerFormance/Payment Bond (Exhibit G) attached to the Public Works Contract and deliver it to the City fully executed by the bidder and a surety company in the amount of one hundred percent (100%) of the contract price as security for the faithful performance of the work including the payment of all persons furnishing materials and performing labor on the work and all payments arising from the performance of the work due the State of Washington pursuant to Titles 50 and 51 RCW. Such bond must be executed by a duly licensed surety company, which is registered with the Washington State Insurance Commissioner, and the surety's name shall appear in the current Authorized Insurance Company List in the Sate of Washington, published by the Office of the Insurance Commissioner. The scope of the Performance/Payment Bond (Exhibit G) shall in no way affect or alter the liabilities of the Contractor to the City under Section 8"Indemnification" of the Public Works Contract. The City may require the surety company to appear and qualify itself upon the bond. If, at any time, the City determines in its sole judgment that the surety company is insufFicient, the City may require the Contractor to furnish additional surety in form and arrangement satisfactory to the City and in an amount not exceeding that originally required. The Contractor shall submit a performance bond complying with the requirements of this paragraph within ten (10) days after the award is made. Payments will not be made on the Contract until sufficient surety as required is furnished. 1-20 Bid Dispute A. Any actual or prospective bidder, including sub-contractors and suppliers showing a substantial economic interest in this contract who is aggrieved in connection with the solicitation or award of this contract, may protest to the City in accordance with the procedures set forth herein. Protests based on the specifications or other terms in the contract documents, which are apparent prior to the date established for submittal of bids, shall be submitted not later than ten (10) calendar days prior to said date, or shall be deemed waived. All other protests shall be accepted only from actual bidders and shall be submitted within five (5) calendar days after the aggrieved person knows or should have known of the facts and circumstances upon City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 14 RFB # 13-102 2013 � � � � � � � � � � � � � � � � which the protest is based; provided, however, that in no event shall a protest be considered if all bids are rejected or after the award of this contract. B. In order to be considered, a protest shall be in writing and shall include: (1) the name and address of the aggrieved person; (2) the RFB number and contract title under which the protest is submitted; (3) a detailed description of the specific grounds for protest and any supporting documentation; and (4) the specific ruling or relief requested. The written protest shall be addressed to: City of Federal Way Federal Way, Washington 98003-6325 Attention: Bid Protest -- 2013 Asphalt Overlay Project RFB # 13-102 C. Upon receipt of a written protest, the City will promptly consider the protest. The City may give notice of the protest and its basis to other persons, including bidders involved in or affected by the protest; such other persons may be given an opportunity to submit their views and relevant information. If the protest is not resolved by mutual agreement of the aggrieved person and the City, the City will promptly issue a decision in writing stating the reasons for the action taken and informing the aggrieved person of his or her right to appeal the decision to the Mayor or his or her designee. A copy of the decision shall be mailed (by certified mail, return receipt requested) or otherwise promptly furnished to the aggrieved person and any other interested parties who requested a copy of the decision. The decision will be considered final and conclusive unless appealed within five (5) calendar days after receipt of the decision to the Mayor or his or her designee. If the decision is appealed, then the subsequent determination of the Mayor or his or her designee shall issue within five (5) days of the Mayor's receipt of the appeal and shall be final and conclusive. D. Failure to comply with these protest procedures will render a protest untimely or inadequate and shall result in rejection thereof by the City. SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS 2-1 Administration This contract will be between the City and the Contractor who will be responsible for delivering all equipment and perForming all work and services described herein. The City is not party to defining the division of work between the Contractor and the Contractor's subcontractors, if any, and the specifications have not been written with this intent. The Contractor represents that it has or will obtain all personnel and equipment required to perForm the services hereunder. Such personnel shall not be employees of the City. The Contractor's performance under this contract will be monitored and reviewed by Jeff Huynh, Street Systems Engineer. Questions by the Contractor regarding interpretation of the terms, provisions and requirements of this contract shall be addressed to Jeff Huynh, Street Systems Engineer, for response. City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 15 RFB # 13-102 2013 � � � � 2-2 Proof of Compliance with Contract In order that the City may determine whether the Contractor has requirements of the contract documents, the Contractor shall, a requested, submit to the City properly authenticated documents or proofs as to the Contractor's compliance with such requirements. 2-3 Contract Documents and Precedence � � � � 2-4 � � 2-5 � � � � � � � � � complied with the t any time when other satisfactory The documents embodying the legally binding obligations between the City and the Contractor for completion of the work consist of the following: The City's Request for Bid, Bid Form, Bid Signature Page, Instructions to Bidders, Bid Bond, 2013 Asphalt Overlay Project Contract, General Contractual Terms and Conditions, Contractor's Compliance Statement, Combined Affidavit and Certification Form, Technical Specifications, Addenda and Change Orders, and the 2013 Asphalt Overlay Project Special Provisions. The contract documents are intended to be complementary so that what is required by any one of them shall be as binding as if called for by all of them. In the event of any conflicting provisions or requirements within the several parts of the contract documents, the City will issue an interpretation regarding the controlling provision, which interpretation shall be binding. Charges to Contractor Charges which are the obligation of the Contractor under the terms of the contract shall be paid by the Contractor to the City on demand and may be deducted by the City from any money due or to become due to the Contractor under the contract and may be recovered by the City from the Contractor or its surety. Change Orders The City may, at any time, without notice to the sureties, by written order designated or indicated to be a change order, make any change in the specifications within the scope of this contract. Oral orders will not be binding on the City unless confirmed in writing by the City. Except as provided herein, no order, statement, or conduct of the City will be treated as a change hereunder or will entitle the Contractor to an equitable adjustment: If any change hereunder causes an increase or decrease in the Contractor's cost of, or time required for, the perFormance or any part of the work under this contract, an equitable adjustment will be made and the contract modified in writing accordingly. However, no claim will be allowed for any costs incurred more than five (5) days before the Contractor gives written notice as required. , If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall, within five (5) days after receipt of a written change order form from the City or after giving the City the written notice required above, as the case may be, submit to the City a written statement setting forth the general nature and monetary extent of such claim; provided the City, in its sole discretion, may extend such five (5) day submittal period upon request by the Contractor. The Contractor shall supply such supporting documents and analysis for the claims as the City may require to determine if the claims and costs have merit. City of Federal Way 20 t 3 Asphalt Overlay Project RFB ver. 1-08 16 RFB # 13-102 2013 � ! __ I ' No claim by the Contractor for an equitable adjustment hereunder will be allowed if asserted after final payment under this contract. 2-6 Work and Materials Omitted � � � 2-7 � � 2-8 � 2-9 � � � The Contractor shall, when directed in writing by the City, omit work, services and materials to be furnished under the contract and the value of the omitted work and materials will be deducted from the contract price and the delivery schedule will be reviewed if appropriate. The value of the omitted work, services and materials will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. Washington State Sales Tax The Contractor shall make payment directly to the State for all applicable Washington State sales taxes and all other governmental taxes, assessments and charges. Shipping Charges All prices shall include freight. Requests for additional compensation for freight charges will be rejected by the City. Warranty All materials and equipment sold and labor perFormed under this contract are warranted by the Contractor to be free from defects in materials or workmanship for a period of at least one (1) year from date of delivery and installation; provided, however, that this warranty may extend beyond this time period pursuant to any attached warranties. If the merchandise sold or work performed hereunder is defective on account of workmanship or materials, the Contractor agrees to replace the merchandise or, at the City's sole option, repair the defective merchandise. All defects in work or materials shall be promptly corrected. ' 2-10 No Waiver of Warranties and Contract Rights LJ � � � � , Conducting of tests goods or services, o or exclusion of any law. 2-11 Legal Relations and inspections, review of specifications or plans, payment for r acceptance by the City does not constitute a waiver, modification express or implied warranty or any right under this contract or in The Contractor shall comply with all of the City's resolutions and regulations applicable under this contract and with any local, state or federal law or regulation applicable to the materials, equipment or service provided under this contract. Neither the Contractor nor the City shall assign any interest, obligation or benefit under or in this contract or transfer any interest in the same, whether by assignment or novation, without prior written consent of the other party. This contract shall be binding upon and inure to the benefit of the successors of the parties. City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 17 RFB # 13-102 2013 � r ' � � � � � � � � LJ � ��� � � � �� � 2-12 Applicable Law and Forum Except as hereinafter specifically provided, this contract shali be governed by and construed according to the laws of the State of Washington including, but not limited to, the Uniform Commercial Code, Title 62A RCW. Any suit arising herefrom shall be brought in King County Superior Court, which shall have sole and exclusive jurisdiction and venue. 2-13 Hazardous Chemical Communication In order to comply with WAC 296-62-054, Hazard Communication, the Contractor shall submit with each shipment a Material Safety Data Sheet (MSDS) for all products containing any toxic products that may be harmful to the end user. The MSDS Sheet is to accompany the toxic product(s) to the specified delivery sites. Include the foltowing information in the MSDS: A. Chemical Abstract Service (CAS) numbers for every chemical that is listed in the MSDS. B. If the product is actually used diluted, the dilution rate should be so stated in the MSDS and the hazards and corresponding personal protection, etc., also be listed. C. A statement as to the intended use of the product. 2-14 Delivery and Liquidated Damages Time is of the essence of the contract and each and all of its provisions in which performance is a factor. The Contractor will be held to strict compliance with the prescribed date(s) set forth in these contract documents. For each and every day that delivery is delayed beyond the specific date(s), damage will be sustained by the City. Because of the di�culty in computing the actual damages and disadvantages to the City, and as a reasonable forecast of actual damages which the City will sufFer by the delay in delivery, the parties agree that for each such delay the Contractor will pay the City tiquidated damages (and not as a penalty) in accordance with Section 1.3 of Attachment I, Public Works Contract, to compensate for any damages caused by such delay. The City may deduct from any payment owing to the Contractor, any liquidated damages, which may be incurred by the Contractor pursuant to this paragraph. 2-15 Force Majeure The Contractor's or City's failure to perform any of its obligations under this contract shall be excused if due to causes beyond the control and without the fault or negligence of the Contractor or City, respectively, including, but not restricted to, acts of God, acts of public enemy, acts of any government, fire, floods, epidemics, and strikes. 2-16 Patents, Copyrights and Rights in Data Any patentable result or material suitable for copyright arising out of this contract shall be owned by and made available to the City for public use, unless the City shall, in a City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 18 RFB # 13-102 2013 � � specific case where it is legally permissible, determine that it is in the public interest that it not be so owned or available. The Contractor agrees that the ownership of any plans, drawings, designs, , specifications, computer programs, technical reports, operating manuals, calculations, notes and other work submitted or which is specified to be delivered under this contract, whether or not complete (referred to in this subsection as "Subject Data'�, shall be � vested in the City or such other local, state or federal agency, if any, as may be provided by separate contract with the City. � All such Subject Data furnished by the Contractor pursuant to this contract, other than documents exclusively for internal use by the City, shall carry such notations on the front cover or a title page (or in such case of maps, in the same block) as may be � requested by the City. The Contractor shall also place their endorsement on all Subject Data furnished by them. All such identification details shall be subject to approval by the City prior to printing. ' � � � �� � � ' 11 �� � � � � � The Contractor shall ensure that substantially the foregoing paragraphs are included in each subcontract for the work on the project. 2-17 Patents and Royalties The costs involved in license fees, royalties or in defending claims for any patented invention, article, process or method that may be used in or connected with the work under this contract or with the use of complete work by the City, shall be paid by the Contractor. The Contractor and the Contractor's sureties shall, at their own cost, defend, indemnify and hold the City, together with its officers and employees, harmless against any and all demands made for such fees, royalties or claims brought or made by the holder of any invention or patent. Before final payment is made on the account of this contract, the Contractor shall, if requested by the City, furnish acceptable proof of a proper release of the City, its officers, agents and employees from all such fees or claims. Should the Contractor, its agent, servants or employees, or any of them be enjoined from furnishing or using any invention, article, material, computer programs or equipment supplied or required to be supplied or used under the contract, the Contractor shall promptly substitute other articles, materials, computer programs or equipment in lieu thereof of equal efficiency, quality, finish, suitability and market value, and satisfactory in all respects to the City. 2-18 Disputes, Claims and Appeals Questions or claims regarding meaning and intent of the contract or arising from this contract, shall be referred by the Contractor in writing to the Purchasing Coordinator for decision within five (5) days of the date in which the Contractor knows or should know of the question or claim. The Purchasing Coordinator will ordinarily respond to the Contractor in writing with a decision, but absent such written response, the question or claim shall be deemed denied upon the tenth (lOth) day following receipt by the Purchasing Coordinator. City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 19 RFB # 13-102 2013 � In the event the Contractor disagrees with any determination or decision of the Purchasing Coordinator, the Contractor shall, within fifteen (15) days of the date of such ' determination or decision, appeal the determination or decision in writing to the Mayor. Such written notice or appeal shall include all documents and other information , necessary to substantiate the appeal. The Mayor will review the appeal and transmit a decision in writing to the Contractor within thirty (30) days from the date of receipt of the appeal. Failure of the Contractor to appeal the decision or determination of the � Purchasing Coordinator within said 15-day period will constitute a waiver of the Contractor's right to thereafter assert any claim resulting from such determination or decision. Appeal to the Mayor shall be a condition precedent to litigation hereunder. � � I �J � � � � ' , � � ' � , All claims, counterclaims, disputes and other matters in question between the City and the Contractor that are not resolved between the Purchasing Coordinator and the Contractor will be decided in the Superior Court of King County, Washington, which shall have exclusive jurisdiction and venue over all matters in question between the City and the Contractor. This contract shall be interpreted and construed in accordance with the laws of the State of Washington. Pending final decision of the dispute hereunder, the Contractor shall proceed diligentty with the performance of the contract and in accordance with the direction of the Purchasing Coordinator. Failure to comply precisely with the time deadlines under the paragraph as to any claim, shall operate as a release of that claim and a presumption of prejudice to the City. 2-19 Recycled Products The Contractor shall use recycled paper for proposals and for any printed or photocopied material created pursuant to a contract with the City whenever practicable and use both sides of paper sheets for reports submitted to the City whenever practicable. In the event this RFB covers the sale of product to the City that is capable of containing recycled materials, Contractor is hereby advised that the City intends to procure products with recycled content, pursuant to the recycled content notice delivered with these bid documents. Contractor shall certify the percentage of recycled content and products sold to the City, including a percentage of post-consumer waste that is in the product. This certification is required to be in the form of a label on the product or a statement by the Contractor attached to the bid documents. The certification on multi- component or multi-material products shall verify the percentage and type of post- consumer waste and recycled content by volume contained in the major constituents of the product. The Contractor agrees to grant the City, as a procuring agency, permission to verify the certification of recycled content by review of the bidder's or manufacturer's records as a condition of any bid award, in the event of a bidder's protest, or other challenge to the bid accepted. City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 20 RFB # 13-102 2013 � AttachmentA NO BID RESPONSE PORM When submitting a��No Bid", mail this completed form to Federal Way Purchasing, 33325 gtn Avenue South, Federal Way, Washington 98003-6325. Be sure the form is in a sealed envelope with the bid number and bid title indicated on the outside of the envelope. The form must be received by the date and time specified for the bid opening as indicated in Section 1-1. Failure to return this form if not submittina a formal bid, may result in your firm beina removed from the City's master bidder's mailing list. Bid Number: RFB No. 13-102 Bid Title: 2013 ASPHALT OVERLAY PRO�ECT ❑ Cannot comply with specifications. ❑ Cannot meet delivery requirement. ❑ Do not regularly manufacture or sell the type of commodity involved. ❑ Other (please specify). Explanation of reason(s) checked: Check one of the following: ❑ WE DO ❑ WE DO NOT desire to be retained on the mailing list for future procurements of this commodity. Firm Name• Address: Phone: Signature Name (Type or Print) City of Federal Way 2013 Asphalt OverlayProject RFB ver. 1-08 Date Title 21 RFB # 13-102 2013 � L ' Aitac�iment B BID FORM CITY OF FEDERAL WAY 2013 ASPHALT OVERLAY PR07ECT ' .� � 6idder: l��ICG� S11'lG✓� `I�C • ' � LJ ' �ate: _ a � � � � � To City Council Members ' City of Federal Way 33325 8th Ave South Federai Way, Washington 98003-6325 ' ' Pursuant to and in compliance with your advertisement for bids for construction of 2013 Asphalt Overlay Project and other documents relating thereto, the undersigned has carefully examined all of the bid and contract documents as the premises and conditions affecting the delivery, supply and maintenance of 2013 Asphalt Overlay Project, and hereby proposes to furnish all labor, materials and perform all work as required in strict accordance with the . contract documents, for the above-referenced amount, inclusive of Washington State sales tax and all other government taxes, assessments and charges as required by law. � ' The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less-than five percent (5%) of the total amount bid is attached hereto, which it is agreed shall be collected and retained by the City as liquidated damages in the event this bid is accepted by the City within forty-five (45) calendar days after the day of the bid opening and ' the undersigned fails to execute the 2013 Asphalt Overlay Project Public Works Contract and to provide the required certificate of insurance to the City, under the conditions thereof, within ten (10) calendar days after the Notice of Award; otherwise said Bid Security will be returned to the � undersigned. G. b Bond or Certified Check �n� Dollars ($ ✓ b ) ' The Bidder shall complete this entire Bid Form or this bid may be considered non-responsive. The City may correct obvious mathematical errors. ' � � The City of Federal Way reserves the right to reject any and all bids, waive any informalities or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 22 2013 RFB ver. 1-08 ' � Receipt of the foilowing Addendums is hereby acknowiedged: Addendum No. � Date Issued: � >> �3 Addendum No. 0` Date Issued: �` ��� Addendum No. Date Issued: Corporation/R�ar�,ship/I�rt.tOal (De%te Two) ������� �b Bidder's State License No. qt— D����tv� Bidder's State Tax No. City of Federal Way 2013 Asphalt Overlay Project RFB ver. i-08 I U cc i� Sor►,s, I n c. Firm Name ___-_ � � Signature Ii�o'ibly�lNlGi� V IGP.�°S�UP.1�` Title 23 RFB # 13-102 2013 � � �� ' I !' A TPACHMENT C CYTY OF FEDERAL WAY 2013 ASPHALT OVERLAY Pi207ECT BYD SCHEDULf � NOTEs Unit Prices for ail items, ail extensions, and the total amount of the bid must be shown. Show unit prices in legible figures. Where conflict occurs between the unit price and the total amount named for any item, the unit price shall prevail, and the totals shall be corrected to conform thereto. SCHEDULE A- SW 356TH ST 15TH AVE SW TO CITY LIMIT ITEM APPROX. UNIT TOTAL NO. ITEM DESCRIPTION UANTITY UNIT PRICE SID 1 Mobilization 1 LS � 2 Traffic Control Labor 700 HR 44.00 30 800.00 3 Other Traffic Controi Labor 50 HR 44.00 2 200.00 4 Off Duty Uniformed Police Officer 128 HR 53.75 6 880.00 Asphalt/Cement Concrete Sawcutting �j 5 3950 LF . �� fl. � Roadway Excavation Incl. Haul . o O 6 165 CY 't Iq ��u° � Construction Geosynthetic for Separation dn ���00 550 SY �' 8 CSTC for Pavement Repair & Roadway Widening, Incl. Haul �� p0 200 TN 15 � ��%� ' 9 Planing of Bituminous Pavement �� � p rw J� DO 7530 SY b W 10 HMA Ciass 1/Z" PG 64-22 2490 TN V"1•90 ��iW�) '�o 11 HMA Class 1/2" PG 64-22 for Pavement Repair & Roadway �/1 op p0 Widenin 350 TN � �/� ��(0� • 12 Adjust Manholes �.�p ��p0 2 EA 13 Adjust Catch Basins po �0 1 �, 4oD• y�oo • 14 Wheel Chair Ramp Type 1, Complete � pv p'� v ���0, � 3 EA 15 Wheel Chair Ramp Type 2, Complete Op p0 �3 � o�o• 3°►, oon • 16 Wheel Chair Ramp Type 3, Complete 0� G /,'� Ofl � 2 EA ���' :J �OtJI/' 17 Removal and Replacement of Extruded Cement Concrete Curb W p0 40 LF �' � � � � • 18 Removai and Replacement of Concrete Curb & Gutter p� pfl Zo � GJO• I 0 UD • 19 Removal and Replacement of Concrete Sidewalk 1� ��p 34 SY . `� � � � ' ZQ Removai and Replacement of Type C Precast Traffic Curb �.�p ^��� p 290 LF 1 21 Raised Pavement Marker, Type 2 �p �/'�.,/� t� 4 HUND �bO' vv� 22 Hydrant Marker, Type 2B op �,(� pV 3 EA � � � ✓� City of Federal Way 2013 Asphalt Overlay Project RFB # 13-102 �, PWC ver. t-o8 24 2013 � �' u � , lJ ' ' ' � �1 � ' I� J 23 Detector Loops /� 21 EA ��V � I � ► � � 24 Plastic Line I,?,g � � ���. �!� 14003 LF 25 Pfastic Traffic Arrow �� ��, 0'0 25 EA 26 Plastic Bike Lane Symbols I�� e� � D p� 8 EA 27 Plastic Yield Ahead Symbols oo �/�� � 16 EA ' l 28 Plastic Stop Cine ' oo ��O Q 90 LF � 29 Plastic Crosswalk Line p� ^�2►'1 910 LF L JV' 30 P�astic Wide Line 976 � ���G� /1 �� I. ZO !i 31 P�estrian Refuge Island, Compiete ���p� ��� 0 2 EA 32 �d 36 SY �}� �O � 0 O� 0� 33 Portabie Changeable Message Sign �� �o� (, L�/1 d� 26 DAY `�� V SUBTOTAL SCHEDULE A$� � J t SCHEDULE B - ADELAIDE PARK � nE�y APPROX. UNIT TOTAL b NO. ITEM DESCRIPTION UANTITY UNIT PRICE BID 1 Mobilization ��} 1 LS U�! • Z Flaggers and Spotters 420 HR .00 18 480.00 3 Other Traffic Control Labor 50 HR 44.00 2,200.00 4 Roadside Cleanup 1 FA 1000.00 1000.00 5 Asphalt/Cement Concrete Sawcutting 0� �, 20 6520 LF 6 Roadway Excavation Incl. Haul �� pfl �� n O�C'� 140 CY ��� � Construction Geosynthetic for Separation OC� 11�0 � 420 SY �� 8 CSTC for Pavement Repair & Roadway Widening, Incl. Haul ��ot� �O� QO 150 TN ' 9 Planing of Bituminous Pavement .q p �(� �/; �,D� 4870 SY b �r� 10 HMA Class 1/2" PG 64-22 2150 TN l9 U�� I��� `� � 00 11 HMA Class 1/2" PG 64-22 for Pavement Repair & Roadway ��� p0 '��� p� Widenin 275 TN 12 HMA Class 1/2 PG 64-22 for Preleveling /_ V 0� � Q�D 0� " 15 TN (9 0 13 Paving Fabric . 0� (�1 � 1� $.V% 2333 SY 1 �� 14 Adjust Catch Basins ► I,y1o0 I(�1n 0� 1 EA `1' W ''[ V V 15 Adjust Existing Monument Case & Cover �, �•�0 ��� I,�1. 16 EA �s+�J `I V City of Federat Way 20 t 3 Asphalt Overlay Project RFB # 13-102 PWC ver. 1-08 25 2013 � � ' � � � C��� ' , � , � � � � � r ' 16 Wheei Chair Ramp Type 3, Complete /J � ���on ���� D'� 3 EA /�'f i� Removal and Replacement of Concrete Sidewalk ��� (G D� �b 10 SY � J 18 Removal and Repiacement of Concrete Approach f� p0 ��1 /_ � 0� 14 SY `�� Maintenance Rock for Shoulder Reconstruction, Incl. Haul �yp o0 i9 ioo rn (� • �j4dl�. 20 Hydrant Marker, Type 26 I G�� I�f1 0� 8 EA � V 21 Raised Pavement Marker, Type 2 � �,�^O. /��OOd 0.6 HUND �' J �� 22 Paint Line , ZC� �, j,0�. 3?j 4069 LF � � � Plastic Stop Line '�. 2 c O 0� 38 LF 7 0 24 Plastic Crosswalk Line �.� ��� O� 120 LF 25 Raised Crosswalk, Complete 2 � �d� �O ��� 26 Speed Humps, Complete ���.p'J � u� b� 2 EA 2� sod 8 sY 'JO° I.�bOa' SUBTOTAL SCHEDULE B $ � �� SCHEDULE C- WEST CAMPUS OFFICE PARK 1TEM APPROX. UNIT TOTAL NO. ITEM DESCRIPTION UANTITY UNIT PRICE BID 1 Mobilization 1 LS 2 Traffic Control Labor 480 HR 44.00 21120.00 3 Other Traffic Control Labor 50 HR 44.00 2 200.00 4 Off Duty Uniformed Police Officer 112 HR 53.75 6 020.00 5 Roadside Ciean Up 1 LS 1000.00 1000.00 6 Asphait/Cement Concrete Sawcutting ,0 ( g�.} 6084 LF �O� � Roadway Excavation Ind. Hauf 260 � ��.po /1G`��D D� b�� 8 Construction Geosyrrthetic for Separation �O ( GD 1� 150 SY J 9 CSTC for Pavement Repair & Roadway Widening, Inci. Haul n O p�. ��D� 0 200 TN �� 10 P�aning of Bituminous Pavement '30 9z$o � �� 3 ,°�v�� 11 HMA Class 1/2" PG 64-22 r_�„ 1� 1� I r1� L�� 2440 TN lDl!/ t � V-[ 12 HMA Class 1/2" PG 64-22 for Pavement Repair & Roadway �� Q6 �j t7 �ZO D Widenin 490 TN � b 13 Paving Fabric �( t�f � O��• �% 2223 SY "� 14 Adjust Manholes ' C�� � �D 2 EA K City of Federal Way 2013 Asphalt Overlay Project RFB # 13-102 ' PWC ver. I-08 26 2013 � � ' L� � , LJ � � ' ' , ' � ' � � 15 Adjust Existing Monument Case & Cover ��� 0'� ��i� D(�'D 14 EA I 16 Wheel Chair Ramp Type 2, Complete n n�Y�op I� i ��11 D� 5 EA ����w �•r �� 17 Wheel Chair Ramp Type 3, Complete ' n�,�� p I�11 � 2 EA W p W 18 Truncated Dome Retrofit Op � 2 EA �' 19 Removal and Repiacement of Concrete Curb & Gutter ,(1 '04 � ��C 380 LF �f'Y Z� Removal and Replacement of Concrete Sidewaik ��DO'� �,,n � 36 SY W Z1 Removal and Repiacement of Concrete Approach ��1 h. / ��j �y10� 40 SY H� `'T O W Raised Pavement Marker, Type 2 �� � (� ,�� 22 2.9 HUND � � —� � Z3 Hydrant Marker, Type 26 10 � �� p0 I�Ot70 24 Detector Loops . ��y Od / _�,("�J'1, 12 EA �✓ tl/ JvV 25 Paint Line .�G1 I� Q I,%(Q 6744 LF o 26 Plastic Traffic Arrow � Da '��b � 20 EA 27 Plastic Stop Line D� �0�,0 141 LF 28 Plastic Crosswalk Line �0 .� n,�D ('��!„ 0 f� �!✓ 29 Paint Wide Line I,OD ��O D 350 LF � 30 S°d 25 SY J ��� I��� O 31 Portabie Changeable Message Sign G�,pO �� N10 � 20 DAY J V SUBTOTAL SCHEDULE C $ • v� SCHEDULE D- S 348TH ST 3RD AVE S TO 9TH AVE S �pq APPROX. UNIT TOTAL NO. ITEM DESCRIPTION UANTITY UNIT PRICE BID 1 Mobilization 1 LS ' Z Traific Control Labor 580 HR 44.00 25,520.00 3 Other TrafFic Control Labor ' S0 HR 44.00 2 200.00 4 OfF Duty UniPormed Police Officer 96 HR 53.75 5160.00 5 Roadside Cleanup 1 LS 1000.00 1000.00 6 Asphalt/Cement Concrete Sawcutting .p � �. �� 2310 LF � Roadway Excavation Incl. Haul 95 CY I�� po I� ��� � $ Construction Geosynthefic for Separation p0 I yo p0 150 SY I� 9 CSTC for Pavement Repair & Roadway Widening, Incl. Haul �� po I[_ /-�� A 100 TN J V Ciry ofFedera( Way 2013 Asphalt Overlay Project RFB # t3-l02 ' PWC ver. I-08 27 2013 � �� ' , 1 � , � r ' ' � ' � ' � 10 P�aning of Bituminous Pavement ,l/_ n�' ��.ap 5424 SY � �� 11 HMA Class 1/2" PG 64-22 �� �,p � /�� pp 1930 TN �7 lz HMA Class 1/2" PG 6422 for Pavement Repair & Roadway n�p /�,�f pD Widening 215 TN � ��' �� J I�� 13 Adjust Manholes Mp0 G/�(� fl�p 2 EA �W pW' 14 Adjust Catch Basins '�,1 1 EA "fV�.�7�7 �00 15 Adjust Existing Monument Case & Cover p0 �p z � ��y� 530- 16 Wheei Chair Ramp Type 1, Complete �� /� �� pt� 4 EA �� 17 Wheel Chair Ramp Type 2, Complete �jo I� �p0 4 EA 18 Removal and Replacement of Concrete Gurb & Gutter 50 � C�• 3 u(x�°� 19 Removal and Replacement of Concrete Sidewalk �Db� ^! ��pv 300 SY � 20 Raised Pavement Marker, Type 2 ,,„ u dD (��/ dp 3.9 HUND �� �',/ .� 21 Hydrant Marker, Type 26 i EA �� �� O� 22 Detector Loops �� � � �� � 11 EA 23 Plastic Line /� Q' ��j�j 12247 LF . �v1 I o (/�10 � � 24 Plastic Traffic Arrow 14 � /� O Qu �� J„M pp 25 Plastic Yield Ahead Symbois "f .,� ��r�rv-�pp 16 EA � LV ' 26 Plastic Stop Line oo (�D p0 36 LF 27 Piastic Crosswalk Line � �o ���� 390 LF � Z$ Plastic Wide Line p D 95 LF � ' � �� ' � 29 Pedestrian Refuge Isfand, Complete (yp 2 EA 30 S°d � I � V � 21 SY � � 31 Portable Changeabie Message Sign r� .o /� p 32 DAY ✓'✓' � � � V • SUBTOTAL SCHEDULE D $ '� City of Federal Way 2013 Asphait Overlay Project RFB # 13-l02 PWC v�. I-08 28 2013 i� I� ' ' , � ' ' � r �� , ' r , 5 Asphalt/Cement Concrete Sawcutting .01 �. G� 4354 LF J 6 Roadway Excavation Incl. Haul l�o cr ( I •�° I� �� ,o� Construction Geosynthetic for Separation � 500 SY '� ° �OD• $ CSTC for Pavement Repair & Roadway Widening, Incl. Haui I� Qo ��� p0 150 TN 9 Planing of Bituminous Pavement Au G 6550 SY � -1 �� � . 10 HMA Class 1/2" PG 64-22 �p �po z5� -� (05 � I Io2 500� 11 HMA Class 1/2" PG 64-22 for Pavement Repair & Roadway A�,Op �� �� b� Widenin 375 TN �� 12 Adjust Manholes pp j� p0 2 EA �i�' QO V 13 Adjust Catch Basins �p � �D 1 EA 14 Adjust Existing Monument Case & Cover p0 ` f_ 00 4 EA %�' t � lf�� 15 Wheel Chair Ramp Type 1, Complete �� I�� D� 7 EA ' 16 Wheel Chair Ramp Type 2, Complete �oD � �O 9 EA 17 Removal and Replacement of Concrete Sidewalk I,�V �nryl Op 30 SY � W VVV 18 Raised Pavement Marker, Type 2 ap � q� �� 4.3 HUND 19 Hydrant Marker, Type 2B 4 EA � � O � 20 Detector Loops 24 EA �{" r✓� I �, U�. 21 �astic Line . � p 12950 � � g i �,a 22 Piastic Treffic Arrow �� � I C� 20 EA Z3 Plastic Stop Line ap Gp 57 !F � � ?i t-J Plastic Crosswalk Line � I1 24 520 LF :J'A O V��.D� 25 Plastic Wide Line � pp /J�/� �y-� 500 LF ' !i V lN• 26 S� 5� °° 12�b b� 25 SY Z� Portable Changeable Message Sign �,op I^ O DO 32 DAY � SUBTOTAL SCHEDULE E$_i . � f City of Federal Way 20 t 3 Asphalt Overlay Project RFB � 13-102 PWC ver, 1-08 29 2013 � � CI ' ' � 1 ' � � C� J r � � � L' � A�Chmenf D BID SIGNATIDRE P/�GE Date: a�3l��j . The undersigned bidder hereby proposes and agrees to deliver the equipment and/or services pursuant to the 2013 Asphalt Overiay Project and comply with all other terms and conditions of the contract and bid documents of RFB # 13-102. No bidder may withdraw his/her bid for a period of ninety (90) days after the day of bid opening. The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (5%) of the total amount will be delivered to the City. The undersigned individual represents and warrants that he or she is dully authorized to execute the bid and all bid documents on behalf of any partnership, joint venture or corporation. Corporation/Pe+#+iers�Fi i plIndivid ua) (De%te Two) City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-Q8 30 TVI�l.t � SOris� � �1L ' Company By: % � "K- (Signature �,mo� � -fIACU u (Printed ame) Its• V,��If"fG.A��NI� CN (Title) �i �� wa��� �d � TaC�►�G�., Vu1�- �1 ���'.� (Address) �a�� �z� -��7� (Telephone Number) RFB # 13-102 2013 ' L_� 1 , Aftachment E BiD BOND FORM Herewith find deposit in the form of � certified check, cashiers check, cash, or bid bond in the amount of $�5% of Bid Amount which amount is not less than five. percent {5%) of the total bid. �ID BOND ' KNOW ALL PERSONS BY THESE PRESENTS that we, Tucci & Sons, Inc. as Principal, and Travelers Casualty and Surety Company of A as Surety, are held FiS�rc��t�s�'� o%i �mddh��t �e City of Federal Way, as Qbiigee, in the penai sum of ' Accomaanying Proposal --- dnd _J],OO CJOIIaI'S ��"—""'"°'°'"'° �, for the payment of which the Principal and the Surety bond themseives, their heirs and executors, administrators, successors and assigns, jointly and severally, by these presenfis, ' ' � ' ' ' � C_J L�J 1 ' The condition of this obfigation is such that if the Obligee shall make any award to the Principal for: 2013 ASPHALT OVERLAY PR07ECT According ta the #erms of the proposal or bid made by the Principal therefore, and the. Pr)ncipal shalf duly make and enter into a contract wlth the Obiigee in accordance with the terms of said proposa! 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 shali in case of failure so to do, pay and forFeit to the Obligee fihe penai amount af the deposit speci�ied in the call for bids, then this obligation shall be nuil and void; otherwise, it shali be, and remain in full force and effiect, and the Surety shall forthwiifi pay and forFeit to the Obligee as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS 13th DAY OF � February 2013 u i& So s, Inc. By: Principa ��^'► � c� Travelers Casualty and Surety Company of America Bv: `m�.l� urety Karen J. Smith, Attomey-In-Fact � Received return of deposit fn the sum of $ City of Federal Way � 2013 Asphalt Overlay Project RFB ver. I-08 �J 31 Date• 20_,. RFB # 13-102 2013 --_ _ WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER �� POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company 1Yavelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. TYavelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney-In Fact No. 218993 �e�s�a� No. 0 0 5 3 3117 4 KNOW ALL MEN BY THESE PRESENTS: That Fazmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guazanty Company aze corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guazanty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collecrively called the "Companies"), and that the Companies do hereby make, constitute and appoint Karen Ingram, Karen J. Smith, Julie Craker, Thomas P. Hentschell, Leslie A. Parks, Brad Roberts, and Joanne Reinkensmeyer of the Ciry of Tacoma , State of WaShingtori , their Uve and lawful Attomey(s)-in-Fact, each in their sepazate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertaldngs and other writings obligatory in the nature thereof on behalf of the Companies in their business of guazanteeing the fideliry of persons, guaranteeing the performance of contracts and execuung or guazanteeing bonds and undertakings required or permitted in any actions or prc+ceedings allowed by law. �IN WITNF�SS WHEREOF, the Comp�e��ave caused this instrum�ent to be signed and tl�ei� corporate seals to be hereto affixed, this January Y 14th Farmington Casualty Compauy St. Paul Memury Insurance Company Fidelity and Guaranty �suranc+e Compan� 1Yavelers Casualty and Surety Company �tideHty and Guaranty Insur�nce Underwriters, Inc. 1Yavelers Casualty and Surety Company of Amerlca St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company pA6U,�� � yF\RE 4 `*N..!NSG � 4NSUq JPbfY ApQ �� �IY� 2 �qppp� ri. � �'.r QO: '+.9 JV':..........9y o e� }p •v�� �� �y'. '��' �y�.,..� 9 r 00.GOR.1>'� Q�r� � O 4p 9 7� �""�wl� Y - � f) �, � . "^'°umqU m a� � f:� �repORFORATf::� 'e '� � Z �9sz o y977 �s :m a: -. ;�� � Hnm�ono. � � � '`�', tess �,�'q�*�Sa � 1951 �' �:SEAL1o" �iS81iL�a° y CO�. � � b� �`� � 1� �s� E c°� �d'�........�a'r °v: •.. •'a° 's � ,� �j � y� F 1C�NG 1S.A1�� 1g...»...rF�1 d1 '�,P • State of Connecucut City of Hariford ss. By: Robert L. Raney, enior Vice President On this the 14th day of January 2013 �fore me personally appeared Robert L. Raney, who acknowledged himseif to be the Senior Vice President of Farmington Casualty Company, Fideliry and Guaranty Insurance Company, Fidelity and Guazanty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guazdian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guazanry Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. 6,Tl�T In Witness Whereof, I hereunto set my hand and off'icial seal. '� S*AR� My Commission expires the 30th day of June, 2016. # p���d�} � 58440-8-12 Printed in U.S.A. `('(� c�n� C . � Marie C. Tetreault, Notary Public � ' ' Attachment F SUBCONTRACTOR LIST Prepared in Compliance with RCW 39.30.060 PROJECT NAME: 2013 ASPHALT OVERLAY PRO]ECT , Failure to list subcontractors who are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW and electrical as described in Chapter 19.28 RCW, or identify the bidder for the work will result in your bid being non- ' responsive and therefore void. Subcontractors that are proposed to perform the work of heating, ventilation and air , conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW must be named below, or name the bidder for the work. ' . The bidder verifies that each first tier subcontractor, and every subcontractor of any-tier thet hires other subcontractors, has a current certificate of registration in compliance with chapter 18.27 RCW; a current Washington Unified Business Identifier (UBI) number; has Industrial , Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW, if applicable; has a Washington Employment Security Department number, as required in Title 50 RCW, if applicable; has a Washington Department , of Revenue state excise tax registration number, as required in Title 82 RCW, if applicable; has an electrical contractor license, if required by Chapter 19.28 RCVII, �f applicable; has an elevator contractor license, if required by Chapter 70.87 RCW. ' The following listed bid items (listed in numerical sequence) for thi� project have been proposed for subcontracting to subcontractors as indicated. ISUBCONTRACTOR � NAME �J , ' � � � , ' ' ITEM NUMBERS City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 . ESIZMATED AMOUNT � WMBE QUALIFIED? 32 RFB # 13-102 2013 i 1 CJ CJ ' ' , , , , , � , � � � �I �J Att�C��,enr c City of Federal Way COMBINED AF�IDAVIT AND CERidFICATION �ORM IVon-Collusion, Anti-Trust, Prevailing Wage (Non-Federal Aid), Debarment, Eligibility, and Certification of Lawful Employment NON-COLLUSION AFFIDAVIT Being first duly sworn, deposes and says, that he/she is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself/herself or to any other person any advantage over other Bidder or Bidders; and NOTICE TO ALL BIDDERS ON PROJECTS INVOLVING THE U.S. DEPARTMENT OF TRANSPORTATION (USDOl� To report bid rigging activities call: 1-800-424-9071 The U.S. Department of Transportation (USDOI� operates the above toll-free hotline Monday through Friday, 8:00 a.m. to 5:00 p.m., Eastern Time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the hotline to report such activities. The hotline is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected; and CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice, overcharges resulting from anti-trust violations are, in fact, usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from anti-trust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contrart. In addition, vendor warrants and represents that each of his suppliers and subcontractors shalf assign any and all such claims to purchaser, subject to the aforementioned exception; and . PREVAILING WAGE AFFADAVIT I, the undersigned, having duly sworn, deposed say and certify that in connection with the perFormance of the work of this project, will pay each classification of laborer, workperson, 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 forgoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief; and City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 33 2013 RFB ver. 1-08 � lJ � ' ' C_J L_J ' , ' , , � � � � 1 � � ' DE�ARMENT AFFIDAVIT I certify that, except as noted below, the firm, association or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past three (3) years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past three (3) years. AFFIDAVIT OP ELIGIBILITY The Contractor certifies that it is properly licensed and registered under the laws of the State of Washington and has not been determined to have been in violation of RCW 50.12.070(1)(b), RCW 51.16.070(1)(b), or RCW 82.32.070(2) within the last two years. The Contractor further certifies that it has not been determined, within the last one year, to have committed any combination of two of the following violations or infractions within a five-year period: (1) Violated RCW 51.48.020(1) or 51.48.103; or (2) Committed an infraction or violation under chapter 18.27 RCW. CERTIFICATiON OF LAWFUL EMPLOYMENT The contractor hereby certifies that it has complied with all provisions of the Immigration and Nationality Act, now or as herein after amended, 8 USC Section 1101 et. seq., and that all employees, including subcontractor employees, are lawfully permitted to perform work in the United States as provided in this agreement with the City of Federal Way. FOR: Non-Collusion Affidavit, Assignment of Anti-Trust Claims to Purchaser, Prevailing Wage Affidavit, Debarment Affidavit, A�davit Of Eligibility, and Certification of Lawful Employment. 2013 ASPHALT OVERLAY PROJECT Name of Bidder's Firm ��� � �Si ���' ' F Tucci Signature of Authorized Representative of Bidder Subscribed and sworn to before me ' 13�day of 20� ``��,�������,,,,,�� � � C Q�' . . ,�.��g,f�.....�,,,,y� ;, , . Sksa� G• bhrt� ` y; ' �`• _ (printed/typed name of notary) : : N� ���Y �= : Notary Public in and for the Sta e of Washington = ;, PUBL� ;' � MY commission expires: lo �� �tv ii� ,i,,�%��v'����,, ��`; . �� �• I� `� r,,���N1111 � � � �,,',. City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 34 RFB # 13-102 2013 i� I ' ' , ' ' , ' � ' L_J LJ � ' � � � , , Aitac/rrnent e� CONTRACTOR'S COMPLIANCE STATEMENT (President's Executive Order #11246) Date: � � � This statement relates to a proposal contract with the City bf Federal Way named 2013 ASPHALT OVERLAY PRO]ECT I am the undersigned bidder or prospective contractor. I represent that: I�have, ❑ have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 ' � Sai�1, inv Name of Bidder By: Signature Its: 35 Timoth�r F Tucci Vice President Title �21�� lw I � �� -- ^T�. �� � °ld��'� Address RFB # 13-102 2013 �� � � V — r � o 0 � V _ V �e — o e r � = TUCCI & SONS, INC. 4224 WALLER RD E TACOMA WA 98443-1623 � J � ��'t' 188 -STATI wASHir Dome TUCC 4224 � TACO „ DETACH BEFORE POSTING �; t�'. �, � ; : '�BUSINESS�� �I� { / )N , c Public , Service Co,rporat�;ons _,„ �: �� s A',� �.x<, •; � � �� �� ;� �E z ��€�� � � '� F� 4 � �� � ��, , '�. ` r�'. �,� : 002877 TAX REGIS�TR�IT�dN � . � �; UNEMPLOYMENT� INSURANCE � �� � : INDUSTRIAL �INS�UR�INCE y'� � � �axX � 2�� � � .� -'f MINOR; WOfRK PE��T ' � � �`� � ` _ � �� Y �'I y reF � r ��w r- �x ��� s,. R NURSERYz RETAILER � _, ' � � ��� ` , z ;.' 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'. 1 l � ,' 'i k C Ft' �Y xy - t, � � ' # �f' _iii5� . 1 ; y �' � tt r�' � L ��.c�-*�" ��� v� ��'� t r'� f 4 : 5 r: c r � �ti. � , _ : � � � - '��, �iq �` �i . . .._ . .v,.��- '+,..,,.: �,��+rc�,�'k'�� '..���e . . , ���_ _. ..,:�e ,... . . ��.;r �. ���t._wi:,Yr __ . _���" �'� �t�'Ji I �S�"' _ �,+. �. ,. � i �l . ..i _�,i °uar�c¢+k4:�, E v_��t"'��:--�' ^"°Srsr�.,�Ti ucs i��' ��.r�-^��z�� {^-^ �°W' h"`±x��..+ �n w� �a"TS.�.n. -'"'??'�e -'��.-N+�✓ �uts ��v. _ u�' y rt a�S�r�t�r�* R r.e-' tt.3�n�ktS,���_�S`���. ' II � 1 ' ' ' ' � � � ' ' ' � � Attachment I PUBLIC WORKS CONTRACT FOR 2013 ASPHALT OVERLAY PR07ECT THIS PUBLIC WORKS CONTRACT �'Contract'� is dated effective this �'� day of � r� � 20� and is made by and between the City of Federal Way, a Washington mu icipal corporation ("City or Owner'�, an+d i.l ��a � S'�V1.5 , l Y1 P� •, a �,, G1,51'i�1Gl}�_ ("Contractor'�. � A. The City desires to retain an independent contractor to furnish all labor and materials necessary to perform work necessary to complete the 2013 Asphalt Overlay Project, located at various locations in Federal Way, Washington (�'Property'�; and B. The Contractor has the requisite skill and experience to perform such work. NOW, THEREFORE, the parties ('�Parties'� agree to the following terms and conditions: ,�, 1. SERVICES BY CONTRACTOR � � � � � � 1.1 Description of Work. Contractor shall perform all work and materials, supplies, equipment, labor and other items incidental thereto construction and completion of the work, more particularly described as Overlay Project, including without limitation: furnish all tools, necessary for the the 2013 Asphalt The project shall consist of the furnishing of all materials, equipment, tools, labor and other work or items incidental thereto (excepting any materials, equipment, utilities or service, if any specified herein to the furnished by the Owner or other), for the construction, sequencing and traffic control plan for overlaying existing asphalt pavement of five (5) difFerent schedules; A— SW 356"' St, B— Adelaide Park, C— West Campus Office Park, D— S 348"' St and E— SW 320"' St within the City of Federal Way. The work shall include but not be limited to Hot Mix Asphalt pavement overlay (13,200 tons) and Hot Mix Asphalt pavement, pavement repair, planing of asphalt pavement, paving fabric, sidewalk, repair, curb and gutter repair, adjustment of existing utilities, traffic marking, traffic signal loops, wheelchair ramps and all items necessary to complete the work as described in the contract documents ("Work'�, in accordance with and as described in the Contract Documents, which include without limitation, this Contract, Request for Bids, Bidder's Checklist, Instructions to Bidders, General Contractual Terms and Conditions, Bid Form, Bid Signature Page, Bid Bond, Combined Affidavit and Certification Form, Contractor's Compliance Statement, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Contractor's Retainage Agreement attached as Exhibit C, Retainage Bond to City of Federal Way attached as Exhibit D, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit E, Certificate(s) of Insurance Form attached hereto as Exhibit F, Performance / Payment Bond attached hereto as Exhibit G, Title VI Assurances attached hereto as Exhibit H, Special Provisions attached as Appendix A, Standard Plans and Details attached hereto as Exhibit B, current Prevailing Wage Rates attached as Appendix C, 2012 WSDOT/APWA Standard Specifications for Road, Bridge and Municipa/ Construction ("Standard Specifications'� and all other Appendices attached hereto and incorporated by this reference, (collectively the "Contract City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 36 2013 RFB ver. 1-08 � Documents'�, which Work shall be completed to the City's satisfaction, within the time period prescribed by the City and pursuant to the direction of the Mayor or his or her designee. �� 1.2 Completion Date. The Work shall be commenced within five (5) days of receipt by � the Contractor of the City's Notice to Proceed. The Work shall be completed on or before October 31, 2013. In the event the Work is not substantially completed witliin the time specified, Contractor agrees to pay to the City liquidated damages in the amount set forth in � the formula included in Section 1.3 of this Contract. The Work shall not be deemed completed until the City has accepted the Work and delivered a written Notice of Completion of Public Works Contract in the form attached hereto as Exhibit "A". � � lJ� � � � � � 1.3 Liquidated Damages. Time is of the essence of the Contract. Delays inconvenience the public and cost taxpayers undue sums of money, adding time needed for administration, inspection, and supervision. It is impractical for the City to calculate the actual cost of delays. Accordingly, the Contractor agrees to pay liquidated damages calculated on the following formula for its failure to complete this Contract on time: (1) To pay (according to the following formula) liquidated damages for each working day beyond the number of working days established for completion, and (2) To authorize the City to deduct these liquidated damages from any money due or coming due to the Contractor. LIQUIDATED DAMAGES FORMULA LD = 0.15C T Where: LD = Liquidated damages per working day (rounded to the nearest dollar). C = Original Contract amount. T= Original time for completion. When the Work is completed to the extent that the City has full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint, the City may determine the Work is complete. Liquidated damages will not be assessed for any days for which an extension of time is granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor from further obligations and liabilities to complete this entire Contract. 1.4 Performance Standard. Contractor shall perForm the Work in a manner consistent with accepted practices for other properly licensed contractors. 1.5 Compliance with Laws. Contractor shall perform the Work in accordance with all applicable federal, state and City laws, including but not limited to all City ordinances, resolutions, standards or policies, as now existing or hereafter adopted or amended, and obtain all necessary permits and pay all permit, inspection or other fees, at its sole cost and expense. 1,6 Change Orders. The City may, at any time, without notice to sureties, order changes within the scope of the Work. Contractor agrees to fully perForm any such alterations or additions to the Work. All such change orders shall be in the form of the Contract Change Order Agreement attached hereto as Exhibit "B", which shall be signed by both the Contractor City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 37 2013 RFB ver. 1-08 � and the City, shall specifically state the change of the Work, the completion date for such changed Work, and any increase or decrease in the compensation to be paid to Contractor as a I result of such change in the Work. Oral change orders shall not be binding upon the City unless confirmed in writing by the City. If any change hereunder causes an increases or decrease in � the Contractor's cost of, or time required for, the performance or any part of the Work under this Contract, an equitable adjustment will be made and the Contract modified in writing accordingly. If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall, within five (5) days after receipt of a written change order from the Ciry or after giving the written notice required above, as the case may be, submit to the City a written statement setting forth the general nature and monetary extent of such claim; provided the City, in its sole discretion, may extend such five (5) day submittal period upon request by the Contractor. The Contractor shall supply such supporting documents and analysis for the claims as the City may require to determine if the claims and costs have merit. No claim will be allowed for any costs incurred more than five (5) days before the Contractor gives written notice as required. No claim by the Contractor for an equitable adjustment hereunder will be allowed if asserted after final payment under this Contract. 1.7 Work and Materials Omitted. The Contractor shall, when directed in writing by the �, City, omit work, services and materials to be furnished under the Contract and the value of the omitted work and materials will be deducted from the Total Compensation and the delivery schedule will be reviewed if appropriate. The value of the omitted work, services and materials � will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. , 1.8 Utility Location. Contractor is responsible for locating any underground utilities affected by the Work and is deemed to be an excavator for purposes of Chapter 19.122 RCW, � as amended. Contractor shall be responsible for compliance with Chapter 19.122 RCW, including utilization of the "one call" locator system before commencing any excavation _., activities. 1.9 Air Environment. Contractor shall fully cover any and all loads of loose construction materials including without limitation, sand, dirt, gravel, asphalt, excavated materials, construction debris, etc., to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City of Federal Way. , 2. TERM This Contract shall commence on the efFective date of this Contract and continue until � the completion of the Work, which shall be no later than October 31, 2013 to complete, and the expiration of all warranties contained in the Contract Documents ('�Term'�. � 3. WARRANTY 3.1 Requisite Skill. The Contractor warrants that it has the requisite skill to complete the � Work, and is appropriately accredited and licensed by all applicable agencies and governmental entities, including but not limited to being registered to do business in the City of Federal Way by obtaining a City of Federal Way business registration. Contractor represents that it has � Ci of Federal Wa RFB # 13-102 h' Y 2013 Asphalt Overlay Project 38 2013 ,� RFB ver. 1-08 ' � � � � �_J � LJ visited the site and is familiar with all of the plans and specifications in connection with the completion of the Work. 3.2 Defective Work. The Contractor shall, at its sole cost and expense, correct all Work which the City deems to have defects in workmanship and material discovered within one (1) year after the City's final acceptance of the Work as more fully set forth in the General Conditions of the Contract. This warranty shall survive termination of this Contract. Conducting of tests and inspections, review of specifications or plans, payment for goods or services, or acceptance by the City does not constitute waiver, modification or exclusion of any express or implied warranty or any right under this Contract or law. 4. COMPENSATION 4.1 Total Compensation. In consideration of the Contractor performing the Services, the City agrees to pay the Contractor in accordance with Attachment "B", Bid form (which includes the Bid Schedule), which amount shall constitute full and complete payment by the City ("Total Compensation'�. 4.2 Contractor Responsible for Taxes. The Contractor shall be solely responsible for the payment of any taxes imposed by any lawful jurisdiction as a result of the performance and payment of this Contract. 4.3 Nonpayment. The City shall have the right to withhold payment to the Contractor for any of the Work not completed in a satisfactory manner, in the City's sole discretion, which shall be withheld until such time as Contractor modifies or repairs the Work so that the Work is acceptable to the City. 4.4 Method of Pavment. The basis of payment will be the actual quantities of work performed according to the contract and as specified for payment. Payments will be made for work and labor performed and materials furnished under the contract according to the price in the proposal unless otherwise provided. Partial payments will be made once each month, based on partial estimates prepared by the Engineer and signed by the Contractor. Failure to per�orm any obligation under this Contract may be adequate reason for the City to withhold payments until the obligation is performed. � Upon compJetion of all work and after final inspection, the amount due the Contractor under the contract will be paid based upon the final estimate made by the Engineer and signed by the Contractor. � Payment to the Contractor for partial estimates, final estimates, and retained percentages shall be subject to controlling laws. � ' � � 4.5 Retainaae. Pursuant to Chapter 60.28 RCVV, five percent (5%) of the Total Compensation shall be retained by the City to assure payment of Contractor's state sales tax as well as payment of subcontractors, suppliers and laborers. Upon execution of this Contract, Contractor shall complete, execute and deliver to the City the Contractor Retainage Agreement attached hereto as Exhibit "C" or execute the Retainage Bond attached hereto as Exhibit "D". No payments shall be made by the City from the retained percentage fund ("Fund'� nor shall the City release any retained percentage escrow account to any person, until the City has received from the Department of Revenue a certificate that all taxes, increases, and penalties due from the Contractor and all taxes due and to become due with respect to the Contract have been paid in full or that they are, in the Department's opinion, readily collectible without City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 39 2013 RFB ver. 1-08 � � � � LJ � � � � � �� I! i� � � � � � recourse to the State's lien on the retained percentage. Upon non-payment by the general contractor, any supplier or subcontractor may file a lien against the retainage funds, pursuant to Chapter 60.28 RCW. Subcontractors or suppliers are required to give notice of any lien within forty-five (45) days of the completion of the Work and in the manner provided in RCW 39.08.030. Within sixty (60) days after completion of all Work on this Contract, the City shall retease and pay in full the money held in the Fund, unless the City becomes aware of outstanding claims made against this Fund. 5. EQUAL OPPORTUNITY EMPLOYER In all Contractor services, programs or activities, and all Contractor hiring and employment made possible by or resulting from this Contract, there shall be no discrimination by Contractor or by Contractor's employees, agents, subcontractors or representatives against any person because of sex, age (except minimum age and retirement provisions), race, color, creed, national origin, marital status or the presence of any disability, including sensory, mental or physical handicaps, unless based upon a bona fide occupational qualification in relationship to hiring and employment, advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. Contractor comply with and shall not violate any of the terms of Chapter 49.60 RCW, Title VII of the Civil Rights Act of 1964, the Americans With Disabilities Act, Section 504 of the Rehabilitation Act of 1973, 49 CFR Part 26, or any other applicable federal, state, or local law or regulation regarding non- discrimination. Any material violation of this provision shall be grounds for termination of this Contract by the City and, in the case of the Contractor's breach, may result in ineligibility for further City agreements. If this project involves federal funds including USDOT funds administered by WSDOT, the contractor agrees to the clauses contained in Exhibit H. 6. INDEPENDENT CONTRACTOR/CONFLI�7' OF INTEREST 6.1 It is the intention and understanding of the Parties that the Contractor shall be an independent contractor and that the City shall be neither liable nor obligated to pay Contractor sick leave, vacation pay or any other benefit of employment, nor to pay any social security or other tax which may arise as an incident of employment. The Contractor shall pay all income and other taxes due. Industrial or any other insurance that is purchased for the benefit of the City, regardless of whether such may provide a secondary or incidental benefit to the Contractor, shall not be deemed to convert this Agreement to an employment contract. It is recognized that Contractor may or will be performing professional services during the Term for other parties; provided, however, that such performance of other services shall not conflict with or inter�ere with Contractor's ability to perform the Services. Contractor agrees to resolve any such conflicts of interest in favor of the City. 6.2 If the Contractor is a sole proprietorship or if this is a contract with an individual, the contractor agrees to notify the City and complete any required form if the Contractor retired under a State of Washington retirement system and agrees to indemnify any losses the City may sustain through the Contractor's failure to do sa 7. CITY'S RIGHT TO TERMINATE CONTRACT 7.1 Termination Without Cause. Prior to the expiration of the Term, this Contract may be terminated without cause upon oral or written notice delivered to Contractor from the City. Upon termination, all supplies, materials, labor and/or equipment furnished prior to such date shall, at the City's option, become its property. In the event Contractor is not in breach of any City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 40 2013 RFB ver. 1-08 � of the provisions of this Contract, Contractor will be paid for any portion of the Work which has � been completed to the City's satisfaction, calculated by the percentage amount that portion of the Work completed and accepted by the City bears to the Total Compensation. � 7.2 Termination For Cause. The City may immediately terminate this Contract, take possession of the Property and all materials thereon and finish the Work by whatever methods it may deem expedient, upon the occurrence of any one or more of the following events: LJ � � � ' r (1) If the Contractor should be adjudged a bankrupt. (2) If the Contractor should make a general assignment for the benefit of its creditors. (3) If a receiver should be appointed on the account of insolvency of Contractor. (4) If Contractor should persistently or repeatedly refuse or fail to supply a sufficient number of properly skilled workmen or proper materials for completion of the Work. (5) If the Contractor should fail to complete the Work within the time specified in this Contract. (6) If the Contractor should fail to complete the Work in compliance with the plans and specifications, to the City's satisfaction. (7) If the Contractor should fail to make prompt payment to subcontractors or for material labor. (8) If Contractor should persistently disregard laws, ordinances or regulations of federal, state, or municipal agencies or subdivisions thereof. (9) If Contractor should persistently disregard instructions of the Mayor or his or her representative. (10) If Contractor shall be in breach or violation of any term or provision of this Contract, or (11) If the Work is not being perFormed pursuant to RCW 49.28.050 or 49.28.060. 7.3 Result of Termination. In the event that this Contract is terminated for cause by the City, the City may do any or all of the following: (1) Sto�,payments. The City shall cease any further payments to Contractor and � Contractor shall be obligated to repay any payments it received under this contract. � (2) Complete Work. The City may, but in no event is the City obligated to, complete the Work, which Work may be completed by the City's agents, employees or representatives or the City may retain independent persons or � � City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 41 RFB # 13-102 2013 � ' entities to complete the Work. Upon demand, Contractor agrees to pay to the City all of its costs and expenses in completing such Work. (3) Take Possession. The City may take possession of the Properly and any � equipment and materials on the Property and may sale the same, the proceeds of which shall be paid to the City for its damages. � (4) Remedies Not Exclusive. No remedy or election under this Contract shall be deemed an election by the City but shall be cumulative and in addition to all other remedies available to the City at law, in equity or by statute. � 8. INDEMNIFICATION 1 8.1 Contractor Indemnification. The Contractor agrees to indemnify, defend, and hold the City, its elected officials, officers, employees, agents, and volunteers harmless from any and all claims, demands, losses, actions and liabilities (including costs and all attorney fees) to or by any and all persons or entities, including, without limitation, their respective agents, licensees, ,� or representatives, arising from, resulting from, or connected with this Contract to the extent caused by the negligent acts, errors or omissions of the Contractor, its partners, shareholders, agents, employees, or by the Contractor's breach of this Contract. Contractor waives any ,� immunity that may be granted to it under the Washington State Industrial Insurance Act, Title 51 RCW. Contractor's indemnification shall not be limited in any way by any limitation on the amount of damages, compensation or benefits payable to or by any third party under workers' � compensation acts, disability benefit acts or any other benefits acts or programs. � 8.2 City Indemnification. The City agrees to indemnify, defend, and hold the Contractor, its officers, directors, shareholders, partners, employees, and agents harmless from any and all claims, demands, losses, actions and liabilities (including costs and attorney fees) to or by any and all persons or entities, including without limitation, their respective agents, licenses, or � representatives, arising from, resulting from or connected with this Contract to the extent solely caused by the negligent acts, errors, or omissions of the City, its employees or agents. L� � � 8.3 Survival. The provisions of this Section shall survive the expiration or termination of this Contract with respect to any event occurring prior to such expiration or termination. 9. INSURANCE 9.1 Minimum Limits. The Contractor agrees to carry as a minimum, the following insurance, in such forms and with such carriers who have a rating which is satisfactory to the City: (1) Workers' compensation and employer's liability insurance in amounts sufficient pursuant to the laws of the State of Washington; � (2) Commercial general liability insurance with combined single limits of liability not less than $2,000,000 for bodily injury, including personal injury or death, products liability and property damage. L� � � _� (3) Automobile liability insurance with combined single limits of liability not less than $2,000,000 for bodily injury, including personal injury or death and property damage. City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 42 RFB # 13-102 2013 L� (4) If any structures are involved in the Contract, the Contractor shali maintain � an All Builder's Risk form at all times in an amount no less than the value of the structure until final acceptance of the project by the City. L'I � � � � � � 9.2 Endorsements. Each insurance policy shall contain, or be endorsed to contain, the following provisions: (1) The City, its officers, officials, employees, volunteers and agents shall each be named as additional insured. (2) Coverage may not be terminated or reduced in limits except after thirly (30) days prior written notice by certified mail, return receipt requested, to the City. (3) Coverage shall be primary insurance as respects the City, its officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its officials, employees or volunteers shall be in excess of Contractor's insurance. (4) Coverage shall apply to each insured separately against whom claim is made or suit is brought. (5) Coverage shall be written on an "occurrence" form as opposed to a"claims made" or "claims paid" form. � 9.3 Verification. Contractor shall furnish the City with certificates of insurance evidencing the coverage required by the Section, in compliance with the Certificate(s) of Insurance Form attached hereto as Exhibit "F", which certificate must be executed by a person ' authorized by the insurer to bind coverage on its behalf. The City reserves the right to require complete certified copies of all required insurance policies, at any time. 9.4 Subcontractors. Contractors shall include all subcontractors as additional insured � under its policies or shall furnish separate certificates for each subcontractor. All coverage for subcontractors shall be subject to all of the requirements stated herein. L_I , 9.5 Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions must be disclosed by Contractor and approved in writing by the City. At the option of the City, Contractor shall either reduce or eliminate such deductibles or self-insured retentions or procure a bond guaranteeing payment for any amounts not covered by the insurance by reason of such deductibles or self-insured retentions. � 9.6 Asbestos Abatement or Hazardous Materials. If asbestos abatement or hazardous materials work is performed, Contractor shall review coverage with the City's Risk Manager and provide scope and limits of coverage that are appropriate for the scope of Work and are � satisfactor� to the City. Contractor shall not commence any Work until its coverage has been approved by the Risk Manager. � 9.7 Termination. The Contractor's failure to provide the insurance coverage required by this Section shall be deemed to constitute non-acceptance of this Contract by the Contractor and the City may then award this Contract to the next lower bidder. �1 � City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 43 2013 RFB ver. 1-08 � �1 � � � � � � � � � C� � � !J 10. PERFORMANCE/PAYMENT BOND Pursuant to RCW 39.08.010, Contractor shall post a Performance/Payment Bond in favor of the City, in the form attached to this Contract as Exhibit "G" and incorporated by this reference, in a dollar amount satisfactory to the City; to guarantee Contractor's performance of the Work to the City's satisfaction; to insure Contractor's performance of all of the provisions of this Contract; and to guarantee Contractor's payment of all laborers, mechanics, subcontractors and material persons. Contractor's obligations under this Contract shall not be limited to the dollar amount of the bond. 11. AS FETY Contractor shall take all necessary precautions for the safety of employees on the work site and shall comply with all applicable provisions of federal, state and municipal safety and health laws and codes, including without limitation, all OSHA/WISHA requirements, Safety and Health Standards for Construction Work (Chapter 296-155 WAC), General Safety and Health Standards (Chapter 296-24 WAC), and General Occupational Health Standards (Chapter 296-62 WAC). Contractor shall erect and properly maintain, at all times, all necessary guards, barricades, signals and other safeguards at all unsafe places at or near the Work for the protection of its employees and the public, safe passageways at all road crossings, crosswalks, street intersections, post danger signs warning against any known or unusual hazards and do all other things necessary to prevent accident or loss of any kind. Contractor shall protect from danger all water, sewer, gas, steam or other pipes or conduits, and all hydrants and all other property that is likely to become displaced or damaged by the execution of the Work. The Contractor shall, at its own expense, secure and maintain a safe storage place for its materials and equipment and is solely responsible for the same. 12. PREVAILING WAGES 12.1 Wages of Employees. This contract is subject to the minimum wage requirements of Chapter 39.12 RCW and Chapter 49.28 RCW (as amended or supplemented). On Federal-aid projects, Federal wage laws and rules also apply. The Hourly minimum rates for wages and fringe benefits are listed in Appendix B. When Federal wage and fringe benefit rates are listed, the rates match those identified by the U.S. Department of Labor's "Decision Number" shown in Appendix B. The Contractor, any subcontractor, and all individuals or firms required by Chapter 39.12 RCW, Chapter 296-127 WAC, or the Federal Davis-Bacon and Related Acts (DBRA) to pay minimum prevailing wages, shall not pay any worker less than the minimum hourly wage rates and fringe benefits required by Chapter 39.12 RCW or the DBRA. Higher wages and benefits may be paid. When the project is subject to both State and Federal hourly minimum rates for wages and fringe benefits and when the two rates differ for similar kinds of labor, the Contractor shall not pay less than the higher rate unless the state rates are specifically preempted by Federal law. � The Contractor shall ensure that any firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions of Chapter 39.12 RCW because of the definition "Contractor" in Chapter 296-127-010 WAC, complies with all the requirements of Chapter 39.12 RCW. � � City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 44 2013 RFB ver. 1-08 � LJ � � 12.2 Exemptions to Prevailing Wa�e. The prevailing wage requirements of Chapter 39.12 RCW, and as required in this Contract do not apply to: (1) Sole owners and their spouses; (2) Any partner who owns at least 30% of a partnership; (3) The President, Vice President and Treasurer of a corporation if each one owns at least 30% of the corporation. � 12.3 Reporting ReQUirements. On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the Engineer the following for itself and for each firm covered under Chapter 39.12 RCW that provided work and materials of the contract: ' � (1) A copy of an approved "Statement of Intent to Pay Prevailing Wages" State L&I form number F700-029-000. The City will make no payment under this contract for the work performed until this statement has been approved by State L&I and a certified copy of the approved form has been submitted to the City. � (2) A copy of an approved "Affidavit of Prevailing Wages Paid," State L&I form number F700-007-000. The City will not release to the contractor any funds retained under Chapter 60.28.011 RCW until all of the "Affidavit of Prevailing Wages Paid" forms have been approved by State L&I and a certified copy of all the approved forms have been � submitted to the City. �J ' � � �� LJ � The Contractor shall be responsible for requesting these forms from the State L&I and for paying any approval fees required by State L&I. Certified payrolls are required to be submitted by the Contractor to the City, for the Contractor and all subcontractors or lower tier subcontractors. 12.4 Disputes. In the event any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be resolved by the City and the Contractor, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State of Washington and the decision thecein shall be final and conclusive and binding on all parties involved in the dispute. 13. FAILURE TO PAY SUBCONTRACTORS In the event the Contractor shall fail to pay any subcontractors or laborers, fail to pay for any materials, or fail to pay any insurance premiums, the City may terminate this Contract and/or the City may withhold from the money which may be due the Contractor an amount necessary for the payment of such subcontractors, laborers, materials or premiums. 14. OWNERSHIP OF DOCUMENTS All originals and copies of work product, including plans, sketches, layouts, designs, � design specifications, records, files, computer disks, magnetic media, all finished or unfinished documents or material which may be produced or modified by Contractor while performing the Work shall become the property of the City and shall be delivered to the City at its request. � � City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 45 2013 RFB ver. 1-08 � , � � � � � LJ � ' � � � � , � U , 15. CONFIDENTIALITY Any records, reports, information, data or other documents or materials given to or prepared or assembled by the Contractor under this Contract will be kept as confidential and shall not be made available to any individual or organization by the Contractor without prior written approval of the City. 16. BOOKS AND RECORDS The Contractor agrees to maintain books, records, and documents which sufficiently and properly reflect all direct and indirect costs related to the performance of this Contract and such accounting procedures and practices as may be deemed necessary by the City to assure proper accounting of all funds paid pursuant to this Contract. These records shall be subject at all reasonable times to inspection, review or audit by the City, its authorized representative, the State Auditor, or other governmental officials authorized by law to monitor this Contract. 17. CLEAN UP At any time ordered by the City and immediately after completion of the Work, the Contractor shall, at its own expense, clean up and remove all refuse and unused materials of any kind resulting from the Work. In the event the Contractor fails to perform the necessary clean up, the City may, but in no event is it obligated to, perform the necessary clean up and the costs thereof shall be immediately paid by the Contractor to the City and/or the City may deduct its costs from any remaining payments due to the Contractor. 18. CONTRACTOR AND SUBCONTRACTOR RESPONSIBILITY: 18.1 Contractor Verification. The Contractor verifies that it has a certificate of registration with the State of Washington; has a current state unified business identifier number; is not disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); has industrial insurance as required by Title 51 RCW, if applicable; has an employment security department number as required in Title 50 RCW, if applicable; has a state excise tax registration number as required in Title 82 RCW, if applicable; possesses a valid electrical contractor ticense as required by chapter 19.28 RCW, if applicable; and possesses an elevator contractor license as required by chapter 70.87 RCW, if applicable. 18.2 Subcontractor Contracts. The Contractor shall include the language of this section in each of its first tier subcontracts, and shall require each of its subcontractors to include the same language of this section in each of their subcontracts, adjusting only as necessary the terms used for the contracting parties. Upon request of the Owner, the Contractor shall promptly provide documentation to the Owner demonstrating that the subcontractor meets the subcontractor responsibility criteria below. The requirements of this section apply to all subcontractors regardless of tier. 18.3 Subcontractor Verification. At the time of subcontract execution, the Contractor shall verify that each of its first tier subcontractors meets the following bidder responsibility criteria: Have a current certificate of registration in compliance with chapter 18.27 RCW, which must have been in effect at the time of subcontract bid submittal; Have a current Washington Unified Business Identifier (UBI) number; Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); Have Industrial Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 46 2013 RFB ver. 1-08 � L___J � � ' in Title 51 RCW, if applicable; A Washington Employment Security Department number, as required in Title 50 RCW, if applicable; A Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW, if applicable; An electrical contractor license, if required by Chapter 19.28 RCW, if applicable; An elevator contractor license, if required by Chapter 70.87 RCW. 19. GENERAL PROVISIONS 19.1 Entire Contract. The Contract Documents contain all of the agreements of the Parties with respect to any matter covered or mentioned in this Contract and no prior agreements or understandings pertaining to any such matters shall be effective for any purpose. ' 19.2 Modification. No provisions of amended or added to except by agreement in successors in interest. � , , � � � � � this Contract, including this provision, may be writing signed by the Parties or their respective 19.3 Full Force and Effect. Any provision of this Contract, which is declared invalid, void or illegal, shall in no way affect, impair, or invalidate any other provision hereof and such other provisions shall remain in full force and effect. 19.4 Assianment. The Contractor shall not transfer or assign, in whole or in part, any or all of its obligations and rights hereunder without the prior written consent of the City. In the event the City consents to any such assignment or transfer, such consent shall in no way release the Contractor from any of its obligations or liabilities under this Contract. 19.5 Successors In Interest. Subject to the preceding Subsection, this Contract shall be binding upon and inure to the benefit of the Parties' successors in interest, heirs and assigns. 19.6 Attorney Fees. In the event the City or the Contractor defaults on the performance of any terms in this Contract, and the Contractor or C'rty places the enforcement of the Contract or any part thereof, or the collection of any monies due, or to become due hereunder, or recovery of possession of any belongings, in the hands of an attorney, or file suit upon the same, each Party shall pay all its own attorneys' fees, costs and expenses. The venue for any dispute related to this Contract shall be King County, Washington. 19.7 No Waiver. Failure of the City to declare any breach or default immediately upon occurrence thereof, or delay in taking any action in connection with, shall not waive such breach or default. Failure of the City to declare one breach or default does not act as a waiver of the City's right to declare another breach or default. 19.8 Governing Law. This Contract shall be made in and shall be governed by and interpreted in accordance with the laws of the State of Washington. � 19.9 Authori . Each individual executing this Contract on behalf of the City and Contractor represents and warrants that such individuals are duly authorized to execute and deliver this Contract on behalf of the Contractor or City. � �J CI 19.10 Notices. Any notices required to be given by the City to Contractor or by the Contractor to the City shall be delivered to the Parties at the addresses set forth below. Any notices may be delivered personally to the addressee of the notice or may be deposited in the City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 47 2013 RFB ver. 1-08 � ' � United States mail, postage prepaid, to the address set forth herein. Any notice so posted in the United States mail shall be deemed received three (3) days after the date of mailing. 19.11 Ca tions. The respective captions of the Sections of this Contract are inserted for convenience of reference only and shall not be deemed to modify or otherwise afFect in any respect any of the provisions of this Contract. ' 19.12 Performance. Time is of the essence of this Contract and each and all of its provisions in which performance is a factor. Adherence to completion dates is essential to the Contractor's performance of this Contract. '�_ J , � ' 19.13 Compliance with Ethics Code. If a violation of the City's Ethics Resolution No. 91- 54, as amended, occurs as a result of the formation and/or performance of this Contract, this Contract may be rendered null and void, at the City's option. 19.14 Conflictina Provisions. In the event of a conflict between the terms and provisions of any of the Contract Documents, the Mayor or his or her designee shall issue an interpretation of the controlling document, which interpretation shall be final and binding. y� DATED the day and year set forth above. ' , ' ATTEST: C� � u �� � ' ' ' ity Clerk, Carol Mc illy, CM APPROVED AS TO FORM: City Attorney, Patricia A. Richardson City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 CITY OF FEDERAL WAY By: r Skip Prie Mayor 33325 8th Avenue South Federal Way, WA 98003-6325 �'�►��� 8t �'J S f�. [CONTRACTOR'S By: (Signature) Michael F Tucq Dres�ier� 48 RFB # 13-102 2013 � LJ ' ' ' C � , , , � , , (Name) T11C�1 & SONS, INC. ��-'� G2�li//�r .�OQ�- ��'el�j� �,f� ���� 9z�-�>,� (Phone) STATE OF WASHINGTON ) ) ss. COUNTY OF ) On this day personally appeared before me, , to me known to be the individual described in and who executed the foregoing instrument, and on oath swore that he/she/they executed the foregoing instrument as his/her/their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN my hand and official seal this day of STATE OF WASHINGTON ) ) ss. COUNTY OF �.Qi ) 20_ (typed/printed name of notary) Notary Public in and for the State of Washington. My commission expires On this day personal appear d �bejf�re me �G�� ��' to me known to be the �/'�%�/jT of that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. GNEN my hand �dbff�i�l seal this ' ,,�� SAN � -. . p�• ., ,,�, y ,,����I��I���� , = � r•'���`�� �''�;- � = - Nor R , � r ' ; : A�' � :'�= r.,, : , � « : ; : 'f',� . �b !e1���G ..• : ; ii,;'••� �;����''�� �•� � �. � � .` I��''��.�����������`. �� CJ City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 Z� day of �!� � 20� . � (typed/printed name of notary) Notary Public in and for the Stat of Washington. My commission expires e � �f° 49 RFB # 13-102 2013 - � CORPORATE RESOLUTION RE AUTHORITY TO SIGN THE UNDERSIGNED Secretary of Tucci & Sons, Inc., a Washington corporation, do hereby certify and affirm that the following resolution was adopted at a duly convened special meeting of the Board of Directors of said corporation; conducted in its corporate offices on January 5, 1998, and this authority has not been withdrawn or revoked as of the date hereof. BE IT RESOLVED, that any one of the following officers of the Corporation: Michael F. Tucci, President, or Timothy F. Tucci, Secretary- Treasurer, or Kevin A. Kever, Assistant Secretary/Treasurer, is hereby authorized and empowered to sign, seal and execute on behalf of the Corporation, any and all documents relating to bids, construction contracts, subcontractor contracts, and any other documents relating to construction. Said officers are also authorized to execute on behalf of the Corporation any documents arising from or associated with said construction contracts, including but not limited to requests for payment, work orders and change orders. DATED this 22nd day of March 2013. / TIMOTHY F. UCCI Secretary-Treasurer LIST OF CORPORATE OFFICERS Michael A: Tucci, Chairman Michael F. Tucci, President Timothy F. Tucci, Secretary-Treasurer Kevin A. Kever, Assistant Secretary-Treasurer 7'wcci&Sons Inc 4224 Waller Road Tacoma, Washington 98443-1623 Telephone 253.922.6676 Fax 253.922.2676 � tnr�v b��� � �4: , r � �� � : 1 i'h'd' 't 7H89 � , NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Contractor's UBI Number: , Date: l�ame & Ac��tress �f Pu#}i� A er�c�. Depa�te� U�: 0� ' Assigned to: Date Assigned: � UBI Number• � Notice is hereby iven relative to the com letion o conhact or ro ect described below Project Name Contract Number ob Order Contracting ❑ Yes ❑ No � Description of ork one/Include Jobsite Address(es) � Federally funded road transportation project? ❑ Yes ❑ No Contractor's ame elephone Namber �davit ' , Contractor Ad ess , If Retainage is Bonded, List Surety's Name (or attach a copy) arety gent s ress , ate ontract war e ate or Commence ate or omp ete ate or Accepte , Contract Amount $ Additions ( + ) $ Liquidated Damages $ lteducuons ( - ) � Amount llisbursed � ' Sub-Total $ Amount Retained $ Amount of Sales Tax Paid at (If various rates apply, please send a brenlcdown) `� TOTAL $ TOTAL$ � NOTE: These two totals must be equal Please List all Sabcontractors and Sub-tiers Below: Subcontractor's Name: UBI Number: (Required) Affidavit ID* � , � ' -- — ------ � -- --- � — tZiS-OSiS-UUUUl-LUIZ K.t��t3 # 13-1U"L ►�:v 3i oozo� �0�%o6�i2) gp 2013 ' �� ' ' �I , � ' LJ u , J CI , � ' , , ' � Please List all Subcontractors and Sub-tiers Belnw: Subcontractor's Name: UBI Number: (Required) Affidavit ID* C'ommcnts� Contact Name: Title: Email Address: Phone Nwnber: Kote: The Disbursing Officer must submit this crnnpleted notice iu�mediately aRer acczptance of the work done under this contrucx. �TO PAYMENT SHALL BE MADE FROM RETAINED FUNDS until receipt of all reiease certiticates. ?lffidavit ID'� - Provide known ones at this time. No LiVI release will be granted until all affidavits are completed. 5abmitting Form: Please submit the completed form to all three agencies below. For a faster response, please submit by e-mail. �Washington State Department of Reve�ue Public Works Section PO Box 47474 Olympia WA 98504-7474 (360)725-7588 FAX (380) 664-4159 PW C(8�dor.wa.gov � Washington 3tate �,. ` Departmer�t ot Labor and Industries ,` Contract Release PO Box 44274 Olympia, WA 98504-4272 (360)902-5772 FAX (360) 902-6897 ContractRelease�ini. wa. gov ���Washington State . EmP�ol�M Secu�ftY Departmerrt _„ RegisVation, inquiry, Standards 8 Coordination Un1t PO Box 9046 Ofympia WA 98507-9046 (360) 902-9450 Fax(36D)902-9287 publicwwks�esd.wa.gov For tax assistance or to request this document in an alternate format, visit http://dor.wa.gov or call i-800-647-7706. "Celetype (TT� users may call (360) 705-6718. F215-038-0OOU7-2U12 IZFB # 13-1�2 xEV 3 i oozoz to�iob; i2> 51 2013 PROJECT NUMBER PROJECT TlTLE EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT CHANGE ORDER NUMBER SUMMARY OF PROPOSED CHANGES: � EFFECTIVE DATE CONTRACTOR The time provided for completion in the Contract is ❑ Unchanged ❑ Increased ❑ Decreased by Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ❑ No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No ' PRICE CHANGE LUMP SUM: INCREASE $ UNIT PRICE: DECREASE $ THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ' ITEM NO. ITEM UANTITY UNIT PRICE ADD OR DELETE Q ' TOTAL NET CONTRACT: INCREASE $ DECREASE $ STATEMENT: Payment for the above work wi// be in accordance with applicab/e portions of the standard specifications, and with the understanding that all mate�ia/s, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract p/ans, and the specia/ provisions governing the types of construction. CONTRACTOR'S SIGNATURE DEPT. DIRECTOR/MANAGER SIGNATURE DATE City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 52 2013 RFB ver. 1-08 DEPARTMENT RECAP TO DATE; ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER *AD7USTMENTS NEW CONTRACT AMOUNT AD,7USTMENTS CHANGE ORDER ESTIMATE IS HEREBY PAY THIS ADJUSTED AMOUNT *Adjustments: � $ $ $ $ ❑ INCREASED $ ❑ DECREASED $ $ DEPARTMENT DIRECTOR'S SIGNATURE City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 53 2013 RFB ver. 1-08 EXHIBIT C CONTRACTOR'S RETAINAGE AGREEMENT �ty of Federai Way Bid/Contract Number 33325 8th Ave�ue South � �3� Federal Way, WA 98003-6325 �3.gaa �n�0 IDEN7IFICATION Project Titl Bid No.� City Representati Project Authority. '3 Administering Department ' Funding Source RETAINAGE FORMULA In accordance with applicable State Statutes, the following provisions will be made for the disposition of the � retainage heid for investment: 1. Ail investments selected below are wbject to C'ity approval. 2. Retainage under this agreement will be heid ln escrow by thel��l//l7�q' �-�a'th`� �j�,� (refe�red to herein as the Bank), the terms of which are speafied by separate escrow �agreement The cost of the investment program and the risk thereof is to be bome entirely by the contractor. 3. The final disposition of the contract retainage wil{ be made in acc�rdance with applicable stetutes. CONTRACTOR'S INSTRUCTIONS Pursuant to RCW 60.28.010 I hereby notify the Gty of Federal Way of my instructions o inv not be invest the retainage withheld under the terms of this contract. If the investment option is selected, please orovide the followinq information: Name of Bank Mutual Fund, or Address: � Account #: By: �// Address: _ Fed ID #: 0 CO�tdCt Date: L Ti�e: � Est. Completion � �y�� ��i�.. CITY APPROVAL Approval of Investment Program and Retainage Agreement -�/ C/� j��3 � Finance Director Date CERTIFICATION FOR RELEASE OF CONTRACf REfAINAGE Contract No. Project Title: I hereby ceitify, as Contract Administrator for this Contract representing the C'ity of Federal Way, that all work required by the above ated contract �was completed on and final acceptance by the Gty was granted on I also certify that no liens have been received within 30 days from the above date from any person, persons, mechanics, subcontractors or materialman who has performed any work or provided any material of subject contract. Contract Administrator Director of Administering Department Also, please find attached certifications by the applicable state agencies oF the receipt of: 1) Washington State eusiness Taxes (Washington State Dept. of Revenue); 2) Industrial Insurance Premiums (State Dept of Labor & Industries); and 3) Employment Security, Unemployment Insurance Premiums (State of Washington Employment Security Dept.) City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 54 2013 RFB ver. 1-08 , � , � � � EXHIBIT D RETAINAGE BAND TO CITY OF FEDERAL WAY 2013 ASPHALT OVERLAY PROJECT KNOW ALL PERSONS BY THESE PRESENTS that we, the undersigned, as principal ("Principal'�, and , a Corporation organized and existing under the laws of the State of , 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 ("Surety'�, are jointly and severally held and firmly bonded to the City of Federal Way ("City'� in the penal sum of: ($ ) for the payment of which sum we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. A. This obligation is entered into in pursuant to the statutes of the State of Washington and the ordinances, regulations, standards and policies of the City, as now existing or hereafter amended or adopted. B. Pursuant to proper authorization, the Mayor is authorized to enter into a certain contract with the Principal, providing for the Project, which contract is incorporated herein by this reference ("Contrad'�, and ' C. Pursuant to State law, Chapter 60.28 RCW, the City is required to reserve from the monies earned by the Principal pursuant to the contract, a sum not to exceed five percent (5%), said sum to be retained by the Ciry as a trust fund for the protection and payment of any person or persons, mechanic, subcontractor or materialmen who shall perform any labor upon such contract or the doing of such work, and all persons who shall supply such person � or persons or subcontractors with provisions and supplies for the carrying on of such work, and the State with the respect to taxes imposed pursuant to Title 82 RCW which may be due from said Principal. Every person performing labor or furnishing supplies towards completion of said improvement or work shall have a lien on said monies so reserved, provided that such notice of the lien of such claimant shall be given in the manner and within the time � provided in RCW 39.08.030 as now existing and in accordance with any amendments that may hereafter be provided thereto; and D. State law further provides that with the consent of the City, the Principal may submit a bond for all or � any portion of the amount of funds retained by the public body in a form acceptable to the public body conditioned upon such bond any proceeds therefrom being made subject to all claims and liens and in the same manner and priority as set forth retained percentages pursuant to Chapter 60.28 RCW; and � � � � � � � 1 E. 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, for the amount of $ and F. The City is prepared to release any required retainage money previously paid by the Principal prior to acceptance and successful operation and fulfillment of atl other terms of said contract upon being indemnified by these presents, NOW, THEREFORE, if the Principal shall perform all the provisions of the Contract in the manner and within the time period prescribed by the City, or within such extensions of time as may be granted under the Contract, and shall pay all laborers, mechanics, subcontractors and material men or women, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work, and if the Principal shall pay to the State all taxes imposed pursuant to Title 82 RCW which may be due from such Principal as a result of this contract then and in the event this obligation shall be void; but otherwise it shall be and remain in full force and effect. And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any change, extension of time, alterations or additions to the terms of the Contract or to the Work. The Surety hereby agrees that modifications and changes may be made in the terms and provisions of the Contract without notice to Surety, and any such modifications or changes increasing the total amount to be paid the City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 55 2013 RFB ver. 1-08 � Principal shall automatically increase the obligation of the Surety on this Retainage Bond in a like amount, such increase, however, not to exceed twenty-five percent (25%) of the original amount of this bond without consent of the Surety. , Within forty-five (45) days of receiving notice that the Principal has defaulted on all or part of the terms of the Contract, the Surety shall make written commitment to the City that it will either: (a) cure the default itself �� within a reasonable time period, or (b) tender to the City, the amount necessary for the City to remedy the default, including legal fees incurred by the City, or (c) in the event that Surety's evaluation of the dispute is not complete or in the event the Surety disputes the City's claim of default, the Surety shall notify the City of its finding and its intent, � if any, to interplead. The Surety shatl then fulfill its obligations under this bond, according to the option it has elected. Should Surety elect option (a) to cure the default, the penal sum of the Bond shall be reduced in an amount equal to the costs actually incurred by the Surety in curing the default. If the Surety elects option (b), then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The City shall return, without ,� interest, any overpayment made by the Surety and the Surety shall pay to the Ciry any actual costs which exceed the City estimate, limited to the bond amount. Should the Surety elect option (c), the Parties shall first complete participation in mediation, described in the below paragraph, prior to any interplead action. � � � � � � � � � � �__ • � In the event a dispute should arise between the Parties to this Bond with respect to the City's declaration of default by the Principal, the Parties agree to participate in at least four hours of inediation in accordance with the mediation procedures of United States Arbitration and Mediation ("USA&M'�. The Parties shall proportionately share in the cost of the mediation. The mediation sha�l be administered by the Seattle USA&M office, 4300 Two Union Square, 601 Union Street, Seattle, Washington 98101-2327. The Surety shall not interplead prior to completion of the mediation. The parties have executed this instrument under their separate seals this day of 20_, the name and corporate seal of each corporate party hereto affixed, and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. CORPORATE SEAL: CORPORATE SEAL: City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 56 PRINCIPAL By: Title: Address: _ SURETY By: Title: Address: Attorney-in-Fact (Attach Power of Attorney) RFB # 13-102 2013 CERTIFICATES AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within bond; that , who signed the said bond on behalf of the Principal, was of said Corporation; that I know his or her signature thereto is. genuine, and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. Secretary of Assistant Secretary I hereby certify that I am the (Assistant) Secretary of the Corporation named as Surety in the within bond; that , who signed the said bond on behalf of the Surety, was of the said Corporation; that I know his or her signature thereto is genuine, and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. Secretary of Assistant Secretary APPROVED AS TO FORM: Patricia A. Richardson, City Attorney City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 57 2013 RFB ver. 1-08 � � EXHIBIT E NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGANIZATIONS NONDISCRIMINATION IN EMPLOYMENT TO: �MPLO�ES �0�2�/��� / /I' � AND TO: F!i!!/72f /"�' ��Lst� � '3� L.1/l��� �% �. � (Name of Union or Organization) The undersigned currently holds contract(s) with / !� �! involving �i funds or credit of the City of Federal Way, Washin on, or (a) subcontract(s) vv th a prime contractor holding such contract(s). � �� � , � � You are advised that, under the provisions of the above contract(s) or subcontract(s) and in accordance with Section 202 of Executive Order 11246 dated September 24, 1965, the undersigned is obliged not to discriminate against any employee or applicant of employment because of race, color, creed or national origin. This obligation not to discriminate in employment includes, but is not limited to, the following: EMPLOYMENT, UPGRADING, TRANSFER OR DEMOTION RECRUITMENT AND ADVERTISING RATES OF PAY OR OTHER FORMS OF COMPENSATlON SELECTlON FOR TRAINING INCLUDING APPRENTICESHIP, LAYOFF OR TERMINATION This notice is furnished to you pursuant to the provisions of the above contract(s) or subcontractor(s) and Executive Order 11246. Copies of this Notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment. Complaints may be submitted to: City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 Jeff Huynh City of Federal Way 33325 8th Avenue South Federal Way, WA 98003 58 �� . � � � i/�i i. / ���� /� Li .r��� / . . . � . . ,�, . � � RFB # 13-102 2013 1 ' ' ' ' ' ' ' 1 ' ' ' 1 1 ' ' Client#: 24451 EXHIBIT F TUCCSONS DATE (MMIDD/YYYY) ACORDrM CERTIFICATE OF LIABILITY INSURANCE 3/27/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: SI18WI71Q GOIII Propel Insurance PHONE g00 499-0933 ac, No :$66.577.1326 Tacoma Commercial Insurance E p Lo, EM : nooRess: Icg@propelins u rance.com 1201 Pacific Ave, Suite 1000 INSURER(S) AFFORDING COVERAGE NAIC # Tacoma, WA 98402 iNSUReR a• Zurich-American Insurance Compa 16535 INSURED Tucci 8� Sons Inc 4224 Waller Road Tacoma, WA 98443 iNSUReRe: Navigators Insurance Company ..,�„e�e,.. Chartis Soecialtv Insurance Com 26883 COVERAGES CERTIFICATE NUMBER: Ktv�sivn numestrc: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BEIOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TypE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP ��Mn.s LTR IN R D POLICY NUMBER MMIDD MMIDD/YYYY A GENERALLIABILITY X X GL0399266909 1/01/2073 01/01/201 EACHOCCURRENCE s1 000000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea o� °�n� S3OO OOO CLAIMSMADE � OCCUR MED EXP (Any one person) $ � O OOO X PD Ded:10�O00 PERSONAL & ADV INJURY $ ��OOO OOO GENERALAGGREGATE $Z�OOO�OOO GEN'LAGGREGATELIMITAPPLIESPER: PRODUCTS-COMP/OPAGG $Z�OOO�OOO POLICY X jE � X LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT .� A BAP399266809 7/01/2073 01/01/201 Eaaccident g,000�000 X ANY AUTO � BOOILY INJURY (Per person) $ ALL OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS NON-OWNED PROPERTY DAMAGE $ X HIRED AUTOS X AUTOS Per accident $ B UMBRELLA LIAB X OCCUR SE13EXC7209421V 1/01/2013 01/01/201 EACH OCCURRENCE $rJ ��0 ��0 �( EXCESS LIAB CLAIMSMADE AGGREGATE � $S OOO OOO DED RETENTION $ - $ WORKERS COMPENSATION WA Stop Gap WC STATU- OTH- AND EMPLOYERS' LIABILITY A ANY PROPRIETOR/PARTNER/EXECUTIVE� GL0399266909 1/01/2013 01/01/201 E.L. EACH ACCIDENT $� ��� �00 OFFICER/MEMBER EXCLUDED7 N N I A (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $� OOO OOO If yes, describe under E.L. DISEASE - POLICY LIMIT $� ���,��0 DESCRIPTION OF OPERATIONS below C Pollution CP07677517 1/01/2013 01/01/207 $1,000,000 Occurrence 51,000,000 Aggregate DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 701, Additional Remarks Schedule, iT more space is required) RE: 2013 Asphalt Overlay Project. The City of Federal Way, its officers, officials, employees, volunteers and agents are additional insured per the attached endorsement. ' City of Federal Way 33325 8th Ave South Federal Way, WA 98003-6325 ' u SHOULD ANY OP THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE OO 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) 1 of 7 The ACORD name and logo are registered marks of ACORD #54108498/M1063271 KTR00 C�� n � , 1 Additional Insured — Automatic — Owners, Lessees Ur Contractors PoAcy No. Eff. Date of Pol. I Exp. Date of Po1. � Eft. Date af End. � Praducer No. ' Add7. Prem ' GL0399266909 01/01/2013 ,01/01/2014 � 01/01/2013 ' ' ' ' , ' ' ' ' ' ' ' ' ' � 2URiCH TH1S ENDORSEMENT CHANGES THE POUCY. PI.EASE READ li CAREFULLY. Narlled InSU�ed: Tucci & Sons Inc Address (including ZIP Code}: 4224 Waller Road Tacoma, WA 98443 Retum Prem. This endorsement modifies insurance provided under the: Commercial General Liabifity Coverage Part A. Section Il — Who Is An Insured is amended to include as an insured any person or organization who you are required to add as an additional insured on this policy under a written contract or w�itten agreement. However, if yau have entered inta a construction contract or construction agreement with an edditional insured person or organization, the insurance afforded ta such additional insured onfy appfies to the extent permifted by 1aw. B. The insurance provided to the additionai €nsured persan or organization applies only to "badily injury", "property damage" or "personal and advertising injury" covered under Section l— Coverage A— Bodiiy tnjury And Property Damage Liability and Section I— Coverage B— Personal And Advertising Injury Liability, but only with respect to liabifity for "bodily injury", "property damage" or "personei and advertising injury" caused, in whofe or in part, by: 1. Your acts or omissions; or C. � 2. The acts nr omissions of those acting on yaur behalfi, and resulting directiy fram your ongoing operations or "your work" as included in the "products-completed operations hazard", which is the subject of the written contract or written agreemen#. However, regardless of the provisions of Paragraphs A. and B. above: 1. We will not extend any insttrance coverage to any addi�onal insured persan or organization: a. That is not provided to you in this policy; or b. That is any broader coverage than you are required to provide to the additional insured person or organization in the written contract or written agreement; and 2. We will not provide Limits of Insurance to any additional insured person or organization that exceed the lower ofi a. The C3mits of Insurance pra�ided to you in this policy; or b. The Limits of Insurance you are required ta provide in the written contract or written agreement. The insurance provided to the additional insured person or organization does not apply to: "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering or failure to render any professional architectural, engineering or surveying seroices including: 1. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and 2. 8upervisory, inspection, architectural or engineering activities. {ncludes copyrighted maleAal of Insura�ce Senrices OHice, inc., wilh Its pertnissian. U-GL-1175-E CW (04M2) Page 1 af 2 � � , � ' � �� ' ' � ' ' ' C , ' ' ' ' ' � 1 1 E. The following is added to Paragraph 2. Duties In The Event Of Occurrsnce, Offense, Claim Or Suit of Seckion IV — Commer�ial General Liability Canditlons: The additional insured must see to it that: 1. We are natified as soon as practicable of an "occurrence" or offense that may result in a ciaim; 2. We receive writ#en notice of a claim or "suit" as soan as practicable; and 3. A request for defense and indemnity of the claim or "suit" wifl promptly be brought against any policy issued by another insurer under which the additianal insured may be an insured in any capacity. This pro�ision does not apply to Insurance an which the additional insured is a Named Insured, if the written contract ar written agreement requires that this coverage be primary and nan-contributory. F. For the coverage provided by this endorsement: 1. The following paragraph is added to Paragraph 4.a. of the Other Insurance Conditian of Section IV — Commercial General Liability Conditions: This insurance is primary insurance as respects our coverage to the additiana[ insured persan ar organization, where the written contract or written agreement requires that this insurance be primary and non-contrihutory with respect to any other policy upan which the additional insured is a Named Insured. In that event, we will not seek contribution ftom any other such insurance policy available to the additionaf insured on which the addi�onal insured person ar organization is a Named lnsured. 2. The following paragraph is added to Paragraph 4.b. of the Other lnsurance Condition of Section iV — Cammercta{ Ge�eral Liability Conditions: This insurance is excess aver: Any of the other insurance, whether primary, excess, contingent or on any other basis, available ta an additionai insured, in which the additional insured on our poEicy is also covered as an additional insured ori another policy providing coverage for the same "occurrence", offense, claim or "suit". This pravision does not apply ta a�y policy in which the additional insured is a Named Insured on such other paEicy and where our policy is required by written cantract or written agreement to pravide co�erage to the additianal insured on a primary and non- contributory basis. G. This endorsement daes not apply io an additional insured which has been added to this policy by an endorsement showing the additional insured in a Schedufe of additional insureds, and which endorsement applies specifically to that identified additional insured. All other terms and conditions of this policy remain unchanged. Includes capyrighted material af lnsurance 5ervices O�ice, Inc., with its permissfon. U-GL-1175-E CW (44/12} Page 2 of 2 Waiver Of Subrogation (Blanket) Endorsement � ZURICH THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: If you are required by a written contract or agreement, which is executed before a loss, to waive your rights of recovery from oth- ers, we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. U-GL-925-B CW (12/O1) Page i of l Bond No. 105899386 EXHIBIT G CTTY OF FEDERIa1L WAY PERFORMANCE/PAYMENT BOND KNOW ALL PEOPLE BY THESE PRESENTS: We, the undersigned Tucci & Sons, Inc. ,("Principal'� and Tra�eiers cas�airi and surecy compar,y of amer�ca the undersigned corporat(on organized and existing under the law5 of the State of CnnnPr.ti _iit and legally doing business in the Stat� of Washington as a surety ("Surety'�, are held and firmly bonded unto the City of Federal Way, a Washington municipal corporation (��Citj/"� IIl tI1@ p@I1di SUI'Tl Of n"p "AiOi'� Four Hundred Fiftv Two Thousand Eiqht Hundred Seventv Seven and 19/100 Dollars �1,452.877.19 ) for the payment of which we firmly bind ourselves and our legal representatives, heirs, successors and assigns, jointly and severally. This obl(gatfon Is entered Into an Agreement with the City dated .�r;.� � ..201� fOr 2013 Asphalt Overlay Proiect (RFB No. 13-102) NOW, 11iEREFORE, if the Principai shall perform all the provisions of tite Agreement in the manner and within the time period prescribed by the City, or within such extensions of time as may be granted under the Agreement, and shall pay ail laborers, mechanics, subcontractors and materiai men or women, and ali persons who shall supply the Principal or subcontractors with provistons and supplies for the carrying on of said work, and shall hold the City, their officials, agents, employees and volunteers harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of the Principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City harmless from any damage or expense by reason of failure of performance as specifled in the Agreement within a period of one (1) year after its final acceptance Chereofi by the City, then and in the event this obligation shall be void; but otherwfse, it shall be and remain in full force and effect. And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the work to be perFormed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any change, extension of time, alterations or additions to the terms of the Agreement or to ti�e Work. The Surety hereby agrees that modifications and changes may be made in terms and provisions of the Agreement without notice to Surety, and any such modifications or changes increasing the total amount to be paid the Principal shall automaticaliy increase the obligation of the Surety on this Petfiormance Bond in a like amount, s�ch increase, however, not to exceed twenty-five percent (25%) of the original amount oPthis bond without the consent of the Surety. Within forty-flve (45) days of receiving notice that the Principal has defaulted an all or part of the terms of the Agreemen�, the Surety shall make a written commitment to the City that it wiil either: (a) cure the defaolt itself wiChin a reasonabi� tim� p�ri�d, or (b) tend�r ta the city, the amaant r�ecessary for th� City to remedy the default, including legal fees incurred by the City, or (c) in the event that Surety's evaluation of the dispute Is not complete or tn the event the Surety disputes the City's claim of default, the Surety shali notify the City of its finding and its intent, if any, to interplead. The Surety shall then fulfiil its obligations under this bond, according to the optbn it has elected. Should Surety elect option (a) to cure the default, the penal sum of the Bond shall be reduced in an amount equal to fihe costs actually inctarred by the Surety in curing the default. If the Surety elects option (b), then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The City shall return, without interest, any overpayment made by the Surety and the Surety shall pay to the City any actual costs which exceed the City estimate, limited to the bond amount. Should the Surety elect option (c), the Parties shall first complete participation in mediation, described in the below paragraph, prior to any (nterplead action. City of Federal Way RFB # 13-102 2013 AsphaIt Overlay Project 59 2013 RFB ver. 1-08 In the event a dispute should arise between the Parties to this Bond with respect to the City's declaration of default by the Principal, the Parties agree to participate in at least four hours of inediation in accordance with the mediation procedures of United States Arbitration and Mediation ("USA&M'�. The �arties shall proportionately share in the cost of the mediation. The mediation shall be administered by the Seattle USA&M off'ice, 4300 Two Union Square, 601 Union Street, Seattle, Washington 98101-2327. The Surety shall not interplead prior to completion of the mediation. DATED this22ndday of March , 2013 . CORPORATE �SEAL OF PRINCIPAL: By: Its: � PRINCIPAL '' Tucci & So :' � �%. � (Name of P rson Executing Bond) Michael FTucd P�e� (Title) 4224 Waller Road Tacoma, WA 98443 (Address) (253) 922-6676 (Phone) CERTIFICATE AS TO CORPORATE 5EAL I hereby c' t-it I a e Assistant) Secretary of the Corporation named as Principal in the wit 'n bon ; that ► ^ who signed the said bond on .behalf of the Principal, was _ � of the�said Corporation; that I know his or her gnature thereto is genuine, and that said bond was duly signed, sealed, and attested for and in behalf said Corporation by author'�C}r of its governfng body. ' � Secretary of Assistant Secretary SECRETARY TREASI+pFR CORPORATE SEAL OF SURETY: City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 ' 60 SUREIY Travelers Casualty and Surety Company of America .. By: �rney-in-Fact Attach Power of Attorney) Karen J. Smith (Name of Person Executing Bond) c/o Hentschell & Associates, Inc. 621 Pacific Ave. #400 (Address) Tacoma, WA 98402 (253) 272-1151 RFB # 13-102 2013 APPROVED AS TO FORM: � Patricia A. Richardson, City Attorney City of Federal Way 2013 Asphalt Overlay Project RFB ver. 1-08 61 RFB # 13-102 2013 ` WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER �AI, POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company 1Y�avelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. 1Yavelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United 5tates Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney-In Fact No. 218993 �e��a� No. 0 0 5 3 31219 KNOW ALL MEN BY THESE PRESENTS: That Farnungton Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guazdian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guazanty Company aze corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guazanty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guazanry Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Karen Ingram, Karen J. Smith, Julie Craker, Thomas P. Hentschell, Leslie A. Parks, Brad Roberts, and Joanne Reinkensmeyer of the City of Tacoma , State of Washington > their true and lawful Attorney(s)-ih-Fact, each in their sepazate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other wri6ngs obligatory in the nature thereof on behalf of the Companies in their business of guazanteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guazanteeing bonds and undertakings required or pe�itCed in any �tons o�r �ieaceedings allowed by law. � �� �� � w� �, �''��� � ' e� .� �ap � � � �_.' ; '' 14th IN WITNESS WHEREOF, the Companies have caused this instrumaes�t�to be s�i�ned �nd t,t� corporate seals to be hereto affixed, this Janu 2013 � � � � day of � , � � � Farmington Casualty Co�tp�pp -� ,� -� �� �� � St. Paul Mercury Insur9nce Company Fidelity and Guaranty�si�ranc� �ihpau� �� �m �� 1Y�avelera Casualty and Snrety Company Fidelity and Guaranty Insu�siYCe"[Jnderw�t"ers, Inc. 1Yavelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidetity and Guaranty Company St. Paul Guardian Insurance Company G�SU,��� �� �FIRE 4� Q�*N. �NSG9 Jpt INSUqq �,P�TYANpe ��� �� - r pPV�I, L ! '!9 Qq'.. POfl f 4:'� ''.�p vp Gy i'��' • °b f� '� m �I'cR �>F.� WR;:�pp.ORAT�:;'� q � � � 1982 0 � 1977 '°° �: - ,m f: - .� a �. < �� � "�r =y���'aa � �9Jr� ti�a! ��,SEAL�Ao �st,SBAL:t� ; Cor�N. co �Oaw. 2 'u5 ,�� �y . hN � � SV1fANCEC' rjs �•�N,�L °1g,........�a� sbi a�' . � � AI� . � State of Connectiwt City of Hartford ss. By: RobeR L. Raney, enior Vice President On this the 14th day of January 2013 before me personally appeazed Robert L. Raney, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guazanty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. 6.TET In Witness Whereof, I hereunto set my hand and official seal. '� T*AA� My Commission expires the 30th day of June, 2016. * p��Gs � 58440-8-12 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY IS �(`(�(� C . �,�►n�O�u�S� Marie C. Tetreault, Notary Public IS INVALID WITHOUTTHE RED This Power of Attomey is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farnungton Casualty Company, Fidelity and Guazanty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guazanty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or condiUonal undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Exewtive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or condidonal undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under sea1, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior V'ice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident �ce Presidents, Resident Assistant Secretaries or Attomeys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attomey or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guazanty Insurance Company, Fidelity and Guaranry Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guazdian Insw�ance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surery Company, Travelers Casualty and Surety Company of America, and Unit��es Fi�c��and G ty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Com��,;av`tuct�re ' 11 fo�e � �effect and has not been revoked. � � '° � � ,�a�� � � �w� � � � � m��F � �� �,� ���� �� ���� � ; � ' ,� r �. ,� �. IN TESTIMONY WHEREOF, I haue hereunto set my hand aqc�i th�, s�s o�s ' �` 'es th��ld day of � � , 20 �,/ t � � � ��'� .. ° u ���. � # ,���� �� ����° � _�� � r �� ,,.�����,,� �� �� �.. �°�`"_ " � Kevin E. Hughes, Assistant Sec tary GI�BUq( �.F\R 6 ��,M �NSG j �NbUq �,�(Y ANQ � 2' �i. �vyre�,.� � .� �0..�""'.,..9y �P,..........qti e� s� , a�� �� � ��2� � 1a� -•~�'� A'Z ��IIPO.R.f1F�'L' v/CAppO_NATfi.nin � s� �j � 0 z'•yd�c��ay � � 1�� �,�o. �i.d� Ar`��n 3;\38EL:'; ; �, to � o��. ; � �� y � 1. � � VRANCi !S . AN�a °fy...... *p+ ay.1 • F��s � � ,� � All�� To verify the authenticity of this Power of Attorney, call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney-In-Fact number, the above-named individuals and the details of the bond to which the power is attached. � � EXHIBIT H TITLE VI ASSURANCES During the perFormance of this contract, the contractor/consultant, for itself, its assignees and successors in interest (hereinafter referred to as the "contractor'� agrees as follows: 1. Compliance with Regulations � The contractor shall comply with the Regulations relative to non-discrimination in federally assisted programs of United States Department of Transportation (USDOI�, Title 49, � Code of Federal Regulations, part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. � � 2. Non-discrimination The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, sex, or national origin in the selection and retention of sub-contractors, including procurement of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Sub-contracts, Including Procurement of Materials and Equipment In all solicitations either by competitive bidding or negotiations made by the contractor for work to be performed under a sub-contract, including procurement of materials or leases of equipment, each potential sub-contractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to non-discrimination on the grounds of race, color, sex, or national origin. 4. Informai�on and Reports The contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the contracting agency or the appropriate federal agency to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify to WSDOT or the USDOT as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Non-compliance In the event of the contractor's non-compliance with the non-discrimination provisions of this contract, the contracting agency shall impose such contract sanctions as it or the USDOT may determine to be appropriate, including, but not limited to: Withholding of payments to the contractor under the contract until the contractor complies, and/or; Cancellation, termination, or suspension of the contract, in whole or in part City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 62 2013 RFB ver. 1-08 � � APPENDIX A 2013 ASPHALT OVERLAY SPECIAL PROVISIONS � The following Special Provisions, which include applicable Amendments to the Standard Specifications, shall be used in conjunction with the 2012 Standard Specifications for Road, Bridge and Municipal Construction, as issued by the Washington State Department of � Transportation and American Public Works Association, Washington State Chapter, hereinafter referred to as the "Standard Specifications". � The Standard Specifications, except as they may be modified or superseded by these Special Provisions, shall govern all phases of work under this contract, and they are by reference made an integral part of these specifications and contract as if herein fully set forth. Also incorporated into these specifications by reference are: Manua/ on Uniform TratJ�ic Control De�ices for Streets and Highways, 2007 (as revised). Standard P/ans for Road, Bridge and Municipal Construction, as prepared by the � Washington State Department of Transportation and the American Public Works Association, current edition. � � � � L� National Electrical Code, current edition. King County Road Standards — 2007. City of Federal Way Pub/ic Works Deve%pment Standards These publications are incorporated in this contract by this reference as if set forth herein in full. The Contractor's attention is called to the fact that said publications contain general conditions to this contract as well as construction details. The responsibility of supplying himself with those publications shall rest with the Contractor. DESCRIPTION OF WORK The work to be performed under this Contract consists of furnishing of materials, equipment, tools, labor, and other work or items incidental thereto (excepting any materials, equipment, utilities or service, if any, specified herein to be furnished by the Owner or others), and performing all work as required by the Contract in accordance with the Contract Documents, all of which are made a part hereof. This contract provides for the improvement of certain streets and roads in the City of Federal Way, as listed on the following page. The project includes overlaying existing asphalt concrete pavement streets in five (5) different locations within the City of Federal Way. The length, width and scope of work required at each location varies. The work shall include but not be limited to: overlaying existing asphalt concrete pavement, in five (5) difFerent locations within the City of Federal Way. The work shall include but not be limited to: Hot Mix Asphalt pavement overlay (approximately 13,200 tons) and Hot Mix Asphalt pavement, pavement repair, planing of asphalt pavement, paving fabric, sidewalk, cur and gutter repair, truncated dome retrofit, adjustment of existing utility structures, traffic markings, traffic signal loops, wheelchair ramps, and all items necessary to complete the work as described in the Contract Documents. City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 64 2013 The following roads are included in this work: SCHEDULEA — SW 356"" STREET SW 356"� ST From 15'�" AVE SW SW 356�' ST From 18T" AVE SW SW 356''' ST From 20T" AVE SW SW 356T'' ST From 21ST AVE SW SW 356"' ST From 22ND AVE SW SCHEDULE B — ADEL4IDE PARK ZI�AI/ESW 21s`AI/ESW ZI�AI/ESW 21s`AI/ESW 21�AVESW 21�A1/ESW Z.3RD A i/E SW 24"'AI/ESW 24"' A I/E SW 24"�' A I/E SW SW 304T" ST SW 304� ST SW 305T" ST SW 305�" ST From From From From From From From From From From From From From From SW 304T" ST SW 305''' ST SW 306T" PL SW 306T" PL SW 306'�" LN SW 307"i ST SW 304''�' ST EOR N SW 300'�" ST SW 301� PL 21� AVE SW 23RD AVE SW 21� AVE SW 23RD AVE SW SCHEDULE C— WEST CAMPUST OPPICE PARK 8'�' AVES From S 334'" ST 9'�'AVES From S 332ND ST 9't'A�ES From 8T" AVE S 13�' PL S From PAVEMENT BREAK 20m A �E S From S 333RD ST S 334"�' ST From 6"i AVE S SCHEDULE D— S 3� ST S 348"� ST From 2ND LN S S 348'�'�' ST From 4'�" AVE S S 348"�' ST From 4T" PL S S 348'H ST From 6'�" AVE S SCHEDULE E— SW 320� ST SW 320� ST From 21� AVE SW SW 320�'' ST From 25'�'i AVE SW SW 320T`� ST From 26T" AVE SW DIVISION 1 GENERAL REQUIREMENTS To 18'�" AVE SW To 20'�" AVE SW To 21ST AVE SW To 22ND AVE SW To CITY LIMIT To SW 305T" ST To SW 306'�" PL To SW 306"i PL To SW 306'�" LN To SW 307'�" ST To 21� PL SW To SW 305'�" ST To SW 300''i ST To SW 301� PL To SW 304T" ST To 23RD AVE SW To 24'�" AVE SW To 23RD AVE SW To EOR SW To 9T" AVE S To 8T" AVE S To S 336T" ST To S 336T" ST To S 336T" ST To 8"� AVE S To 4T" AVE S To 4T" PL S To 6T" AVE S To 9T" AVE S To 25�'�" AVE SW To 26'�" AVE SW To 30'''' AVE SW � � � The General Requirements shall be as outlined in the 2012 WSDOT/APWA Standard "` Specifications, together with the APWA Supplement (Division i-99), except as modified by these Special Provisions. � City of Federal Way 2013 Asphalt Overlay Project 65 RFB # 13-102 � 2013 � � � 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions (September 12, 2008 APWA GSP) Section 1-01.3 is supplemented with the following: Additive A supplemental unit of work or group of bid items, identified separately in the proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the proposal, from which the Contracting Agency may make a choice between difFerent methods or material of construction for per�orming the same work. Contract Documents See definition for "Contract". Contract Time The period of time established by the terms and conditions of the contract within which the work must be physically completed. � Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the bids. Award Datre � The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive bidder for the work. �� � � � Contract Execution Date The date the Contracting Agency o�cially binds the agency to the contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the contract time begins. Substantia/ Comp/etion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, and only minor incidental work, replacement of temporary substitute facilities, or correction or repair remains for the physical completion of the total contract. Physica/ Comp/etion Date The day all of the work is physically completed on the project. All documentation required by the contract and required by law does not necessarily need to be furnished by the Contractor by this date. Comp/etion Date The day all the work specified in the contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the contract and required by law must be furnished by the Contractor before establishment of this date. City of Federal Way � 2013 Asphalt Overlay Project 66 x�a # i3-ioa 2013 fina/Acceptance Date The date on which the Contracting Agency accepts the work as complete. Notice of Award The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's acceptance of the bid. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the work and establishing the date on which the contract time begins. Traffic Both vehicular and non-vehicular trafFic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1-02 BID PROCEDURES AND CONDITIONS 1-02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17") 5 Furnished automatically u on award. Contract Provisions 5 Furnished automatically upon award. Large plans (e.g., 22" x 2 Furnished only upon 34") request. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense. 1-02.4 Eicamination of Plans, Specifications, and Site of Work Section 1-02.4 is supplemented with the following: Minor variations and miscellaneous items may not be shown on the Plans. In accordance with the Standard Specifications, it shall be the contractor's responsibility of examine the site, familiarize himself with all attendant conditions and determine the difficulties an work � � � � � � City of Federal Way ItFB # 13-102 � 2013 Asphalt Overlay Project 67 2013 � � � � � involved, and he/she shall accept the site in its existing condition at the time of the award of contract. 1-02.5 Proposal Forms (June 27, 2011 APWA GSP) Delete this section and replace it with the following: At the request of a bidder, the Contacting Agency will provide a proposal form for any project on which the bidder is eligible to bid. The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of ineasurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates � and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. �Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by � the signer of the bid. The bidder shall make no stipulation on the Bid Form, nor qualify the _. bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a � member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. � � � 1-02.6 Preparation of Proposal (lune 27, Z011 APWA GSP) Section 1-02.6 is supplemented the second'paragraph with the following: The City Of Federal Way invites bids on the form enclosed to be submitted at such time and place as is stated in the Call for Bids. City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 68 2013 � ALL BLANKS IN THE PROPOSAL FORMS MUST BE APPROPRIATELY FILLED IN AND ALL PRICES MUST BE STATED IN LEGIBLE FIGURES. Bids or proposals shall be addressed as follows: Purchasing OfFce City of Federal Way 33325 8th Avenue South Federal Way, WA 98003-6325 The envelope shall be plainly marked "2013 Asphalt Overlay Project': Proposal envelopes sent by mail shall be further sealed in another envelope, addressed as above. 1-02.6(1) Interpretation of Bid Documents �������� New Section If any person contemplating submitting a bid for the proposed Contract is in doubt as to the true meaning of any part of the plans, specifications or other documents, he may submit to the Engineer a written request for an interpretation thereof. Any interpretation of the proposed Contract documents will be made by an addendum duly issued and a copy of such addendum will be mailed or faxed to each person receiving a set of the plans and specifications and each bidder shall acknowledge receipt of such addendum received in order to have the bid considered. The Owner will not be responsible for any other explanations or interpretations of the proposed Contract documents during the advertisement period. No verbal agreement or conversation with any officer, agent or employee of the Owner, either before or after execution of the Contract, shall afFect or modify any of the terms or obligations contained in any of the documents comprising the Contract. Any such verbal Contract shall be considered as unofficial information and in no way binding upon the Owner. 1-02.7 Bid Deposit (October 1, 2005APWA GSP) Section 1-02.7 is supplemented with the following: Bid bonds shall contain the following: 1. 2. 3 Contracting Agency-assigned number for the project; Name of the project; The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's ofFcer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; � � � � � � � 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. � City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 69 2013 � � � � � � � � � � If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. i-02.9 Delivery of Proposal (August I5, Z012 APWA GSP, Option A) Delete this section and replace it with the following: Each proposal shall be submitted in a sealed envelope,. with the Project Name and Project Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. If the project has FHWA funding and requires DBE Written Confirmation Documents or Good Faith Effort Documentation, then to be considered responsive, the Bidder shall submit with their Bid Proposal, written Confirmation Documentation from each DBE firm listed on the Bidder's completed DBE Utilization Certification, form 272-056A EF, as required by Section 1-02.6. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. 1-02.11 Combination and Multiple Proposals Section 1-02.11 is supplemented with the following: No person, firm or corporation shall be allowed to make, or file, or be interested in more than one bid for the same work unless alternate bids are specifically called for. A person, firm, or corporation that has submitted a sub proposal to bidder, or that has quoted prices of materials to a bidder is not thereby disqualified from submitting a sub proposal or quoting price to other bidders or making a prime proposal. 1-02.12 Public Opening of Proposals Section 1-02.12 is supplemented with the following: The Contracting Agency reserves the right to postpone the date and time for bid opening. Notification to bidder will be by addenda. 1-02.13 Irregular Proposals (March 13, 2012 APWA GSP) Revise item 1 to read: 1. A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; City of Federal Way RFB # 13-102 � 2013 Asphalt Overlay Project 70 2013 � g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; � h. The Bidder fails to submit or properly complete a Disadvantaged Business � Enterprise Certification, if applicable, as required in Section 1-02.6; i. The Bidder fails to submit written confirmation from each DBE firm listed on the � Bidder's completed DBE Utilization Certification that they are in agreement with the bidders DBE participation commitment, if applicable, as required in Section 1- 02.6, or if the written confirmation that is submitted fails to meet the � requirements of the Special Provisions; j The Bidder fails to submit DBE Good Faith EfFort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to � demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bid Proposal does not constitute a definite and unqualified ofFer to meet the material terms of the Bid invitation; or � I. More than one �roposal is submitted for the same project from a Bidder under the same or different names. 1-02.14 Disqualification of Bidders (March 25, 2009 APW,4 GSP, Option B) Delete this Section and replace it with the following: � A Bidder will be deemed not responsible if: � 1. The Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or 2. Evidence of collusion exists with any other Bidder or potential Bidder. � Participants in collusion will be restricted from submitting further bids; or 3. The Bidder, in the opinion of the Contracting Agency, is not qualified for the work or to the full extent of the bid, or to the extent that the bid exceeds the � authorized prequalification amount as may have been determined by a prequalification of the Bidder; or 4. An unsatisfactory perFormance record exists based on past or current Contracting � Agency work or for work done for others, as judged from the standpoint of conduct of the work; workmanship; or progress; affirmative action; equal employment opportunity practices; termination for cause; or Disadvantaged � Business Enterprise, Minority Business Enterprise, or Women's Business Enterprise utilization; or 5. There is uncompleted work (Contracting Agency or otherwise), which in the � opinion of the Contracting Agency might hinder or prevent the prompt completion of the work bid upon; or 6. The Bidder failed to settle bills for labor or materials on past or current contracts, � unless there are e�enuating circumstances acceptable to the Contracting Agency; or 7. The Bidder has failed to complete a written public contract or has been convicted � of a crime arising from a previous public contract, unless there are extenuating circumstances acceptable to the Contracting Agency; or 8. The Bidder is unable, financially or otherwise, to perForm the work, in the opinion � of the Contracting Agency; or 9. There are any other reasons deemed proper by the Contracting Agency. � City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 71 2013 � � � � � � � � �J ;_..7 � As evidence that the Bidder meets the bidder responsibility criteria above, the apparent two lowest Bidders must submit to the Contracting Agency within 24 hours of the bid submittal deadline, documentation (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with all applicable responsibility criteria, including all documentation specifically listed in the supplemental criteria. The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess bidder responsibility. The basis for evaluation of Bidder compliance with these supplemental criteria shall be any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) which any reasonable owner would rely on for determining such compliance, including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from owners for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter. If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the Contracting Agency's determination by presenting its appeal to the Contracting Agency. The Contracting Agency will consider the appeal before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the final determination. 1-02.15 Pre Award Information (October 1, 2005APWA GSP) Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. A copy of State of WashinQton Contractor's Registration, or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. ' City of Federal Way RFB # 13-102 � 2013 Asphalt Overlay Project 72 2013 1-3 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bids Revise the first paragraph to read: � � After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists � between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder's unit or lump sum price is less than the minimum specified amount, the Contracting AQency will � unilaterallY revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, includina sales taxes where a�plicable and such additives and/or alternates as selected by the � Contracting Agencv will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. Supplement with the following: The Owner reserves the right to reject bids on any or all schedules or alternates of the � proposal. After reviewing the bids, the Owner may elect to delete any one or combination of schedules from the proposal. 1-03.3 Execution of Contract (October 1, 2005APWA GSP) Revise this section to read: Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award. The number of copies to be executed by the Contractor will be determined by the Contractina Aaenc� Within 5 calendar days after the award date, the successful bidder shall return the signed Contracting Agency-prepared contract, an insurance certification as required by Section 1- 07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre-award information the Contracting Agency may require under Section 1-02.15. � Until the Contracting Agency executes a contract, no proposal shall bind the Contracting � Agency nor shall any work begin within the project limits or within Contracting Agency- furnished sites. The Contractor shall bear all risks for any work begun outside such areas � and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the � contract documents within the 5 calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of 5 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. � � City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 73 2013 � `J � � � 1-03.4 Contract Bond (October 1, 2005APWA GSP) Revise the first paragraph to read: The successful bidder shail provide an executed contract bond for the full contract amount. This contract bond shall: l. 2. K� 4. Be on a Contracting Agency-furnished form; Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully per�orm the contract, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, materialperson, or any other person who provides supplies or provisions for carrying out the work; 5. Be accom�anied by a power of attornev for the Surety's officer empowered to sian the bond; and 6. Be signed by an officer of the Contractor empowered to siqn official statements �sole proprietor orpartner) If the Contractor is a corporation, the bond must be sianed by the Qresident or vice-president unless accompanied bv written proof of the authoritv of the individual signiny the bond to bind the corporation (i.e., corporate resolution power of attornex or a letter to such effect bv the president or vice-president). 1-04 SCOPE OF WORK � 1-04.2 Coordi�nation of Contract Documents, Plans, Special Provisions, Specifications, and Addenda Section 1-04.2 is supplemented with the following: � � � � The Contract Documents are ordered as follows: 1. 2, 3. 4. 5. � The Contract Agreement Change Order Addenda Bid Schedule Special Provisions, including APWA General Special Provisions, if they are included Contract Plans and Standard Details 7. Standard Specifications (including Standard Plans and Amendments made thereto), and Documents incorporated by reference 8. Information for Bidders City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 74 2013 (Call for Bids) (Non-addendum Information given to Bidders at their request) In case of discrepancies, the document(s) assigned the smaller number(s) shall govern over items having larger numbers. Units of ineasurement in the Bid Schedule shall govern over units of ineasurement in the Specifications and Provisions. On the Plans or drawings, correctly calculated dimensions shall govern over scaled or approximately stated dimensions. In case of nay ambiguity or dispute over interpretation of the provisions of the Contract Documents, the decision of the Engineer shall be final. 1-04.6 Variation in Estimated Quantities Supplement this Section with the following: Section 1-04.6 of the Standard Specifications shall apply except that payment of any one item shall be at the appropriate unit contract price bid, regardless of whether the total quantity increases or decreases by more than twenty five percent (25%). 1-04.9 Use of Buildings or Structures Section 1-04.9 is supplemented with the following: Use of Adjacent Properties It shall be the Contractor's responsibility to confine his construction activities within the right of way limits, unless he makes separate arrangements for use of private properly. Before using any private properly adjoining the work, the Contractor shall file with the Engineer a written permission of the property owner and upon vacating the premises the Contractor shall furnish the Engineer with a release from all damages, properly executed by the properly owner and satisfactory to the Owner. The Contractor shall confine his equipment, storage of materials and operation of work to the limits indicated by law, ordinances, permits or direction of the Engineer and shall not unreasonably encumber the premises with his materials. i-04.11 Final Cleanup Section 1-04.11 is supplemented with the following: Finish and cleanup shall be accomplished as specified in Section 1-04.11 of the Standard Specifications and shall be considered as incidental to the construction of the project and all costs thereof shall be included by the Contractor in the unit cost price of other bid items. 1-04.11(A) Disposal �������� � � � � � �_J � New Section � Disposal of all excess excavated material and debris shall be the sole responsibility of the Contractor unless otherwise directed by the Engineer. It should be noted that a permit is required to fill within the City limits or Federal Way. Disposal shall be considered as incidental to the construction of the project and all costs thereof � shall be included by the Contractor in the unit prices of other bid items. � City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 75 2013 � � 1-05 CONTROL OF WORK � 1-05.1(A)Determination of ��Or Equivalent" �������� � � � � � , � New Section The Engineer will be the sole judge in the question of "or equivalent" of any supplies or materials proposed by the Contractor. The Contractor shall pay to the Owner the cost of tests and evaluation by the Engineer to determine acceptability of alternates proposed by the Contractor, in accordance with the established rates of the Engineer for time and expense work, the total cost of which may be offset by the Owner against the Contract price. 1-05.3 Plans and Working Drawings Section 1-05.3 is supplemented with the following: Shop drawings and/or catalog cuts shall be furnished by the Contractor for all items indicated in various sections of these contract plans, Standard Specifications, and Special Provisions. A minimum of five (5) copies shall be submitted for the Owner and Engineer's use; additional copies required by the Contractor shall be submitted at the same time. The Contractor's copies will be returned to him with the appropriated action. 1-05.5 Construction Stakes �������� New Section Intent - It is the intent of this section to define the staking services that the Owner will furnish, and to set forth the responsibilities of the Contractor respecting the use and maintenance of same. Scope - The Owner will furnish the stakes and reference marks for the construction of the improvements covered by this contract. No stakes other than those enumerated will be furnished, except as requested in writing by the Contractor and paid for by him. This applies to all re-staking for whatever reason, as well as for additional staking which the Contractor may request. Notification - The Contractor shall keep the Engineer informed in advance as to when and where he intends to work, thus enabling the Engineer to set the engineering control points, lines, and grades with a minimum of delay and interference. The Contractor shall notify the Engineer at least forty-eight (48) hours in advance of the date when specific staking services are desired and shall stipulate at that time the particular stakes or marks required, giving the specific location and/or limiting stations, kind of stakes, offsets, and other pertinent information. Delays by reason of lack of stakes are deemed a risk to the Contractor and shall not be the basis for claims for additional compensation. Control Stakes - Stakes which constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform his employees and his subcontractors of their importance, and the necessity for their preservation. The cost of replacing such controls, should it become necessary for any reason whatsoever, shall be at the Contractor's expense. If the removal of a control stake is required by the construction operations of the Contractor or his subcontractors, advance notice of at least forty-eight (48) hours shall be given to the Engineer, who will reference and remove said stake or stakes at no cost to the Contractor. City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 76 2013 Checking Service - Should occasion arise where the validity of a stake is questionable, either as to its location or the offset marked thereon, or as to the elevation of cut or fill marked thereon, the Contractor shall notify the Engineer, who will check the stake or stakes in question. It sh'all be the Contractor's responsibility to examine the stakes before commencing operations. Any stakes found to be in error will be reset. There will be no charge to the Contractor for this service; and it is understood and agreed that the Owner will not be charged for any standby or "down" time as a result of such checking and/or resetting procedure. Staking Services - The Owner will furnish the following stakes and reference marks as applicable: 1. Handicapped Ramps - Locations and limits of removal shall be established for removal and replacement of curb ramp. 2. Limits of overlay - Locations and limits of the asphalt overlay will be established. 3. Pavement Repair - Location and limits of pavement repair areas will be established. 4. Sidewalk, Curb and Gutter - Locations and limits of removal shall be established. 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perForm any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency 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 will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 77 2013 � L� � � � � � � � � � � � � � � � � The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1-05.11 FinalInspection Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall � so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work � with the Contractor to determine the status of completion. The Engineer may also establish � the Substantial Completion Date unilaterally. � If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer � does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. � Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The � Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. � The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1-05.11(2) Final Inspection and Physical Completion Date � When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then � make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the � listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. � � � If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 78 2013 The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shatl not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. i-05.11(3) Operational Testing It is the intent of the Contracting Agency 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 or signal systems; irrigation systems; buildings; 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. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which 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 unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. 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. 1-05.12 (1) Maintenance Periods �������� � � � � � � � � New Section � On non-FHWA projects, when the work involves such items as machinery or other mechanical equipment, either furnished or installed by the Contractor or, furnished by the Owner and instalted by the Contractor; buildings; or work which may otherwise be of such a nature that it is desirable by the Owner to have the Contractor maintain and/or test the work for a period of time after final inspection by the Engineer, the following shall apply. It is the intent of the Owner to have at final acceptance, a complete and operable system. Therefore, such items of work as may be listed in the Contract documents shall be fully tested under operating conditions to ensure their acceptability prior to final acceptance. The Contractor shall, upon completion of the work and following final inspection, operate the complete system under the observation of the Engineer for a test period of no less than fourteen (14) consecutive calendar days. During and following this test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first-class operating condition. All equipment, electrical controls, meters and other devices to be tested during this period will be tested under the supervision of the Engineer so City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 79 2013 � � � � �� � � � � � � as to determine their suitability for the purpose for which they were installed. All costs for power, gas, labor material, supplies and incidentals, shall be borne by the Contractor unless specifically set for otherwise in the Contract Documents. When such periods are desired by the Owner, such periods shall not affect any manufacturer's guarantees or warranties furnished to the Owner under the terms of the Contract. The Contractor's attention is called to Section 1-05.18 of these Special Provisions. 1-05.13 Superintendents, Labor and Equipment of Contractor (March 25, Z009 APWA GSP) Revise the seventh paragraph to read: Whenever the Contracting Agency evaluates the Contractor's gualifications pursuant to Section 1-02.14, it will take these performance reports into account. 1-05.14 Cooperation with Other Contractors Section 1-05.14 is supplemented with the following: � The Contractor shall pay special attention to the fact that other projects may be under construction at some time during the operation of this project. Said projects may contain work which is supplemental to this project. The Contractor must ascertain to his own � satisfaction the impact that said project(s) could have on his operations and be prepared to coordinate his work with the same if required. � �� � � � The Owner shall not be responsible for any damages suffered or extra costs incurred by the Contractor resulting directly or indirectly from the performance or attempted performance of any other contract or contracts existing or known to be pending at the time of bid. The Contractor shall coordinate his work with other contractors and utility companies which may have facilities in the project area and cooperate with them. He shall also coordinate his activities with the Owner. No water mains, individual water services, street, or private drives may be closed off without a minimum of forty-eight (48) hours notice to the Owner and the private property owner. Should the property owner or the Owner have adequate reason, as determined by the Engineer, to avoid access or water service shutoff at the scheduled time, the Contractor shall reschedule his work to meet the new condition. Other utilities, districts, agencies, and/or contractors who may be working within the project area are as follows: 1. Puget Sound Energy Company 2. CenturyLink Communications 3. AT&T Telephone Company 4. Comcast Cable Communications 5. Lakehaven Utility District 6. City of Tacoma Utilities 7. Midway Sewer District 8. Highline Water District 9. City of Federal Way Surface Water Management Division 10. City of Federal Way Traffic Division 11. King County Public Works Department City of Federal Way � 2013 Asphalt Overlay Project 80 RFB # 13-102 2013 � 12. Washington State Department of Transportation The Contractor shall adjust catch basins and storm manholes to grade. The Contractor � shall be responsible for coordinating his work with the Owner to accommodate this work. 1-05.14(A) Noti�cations Relative to Contractor's Activities New Section �������� Notification shall be written, with a copy delivered to the Engineer within a minimum of two working days prior to the commencement of work, including any work impacting utilities, and must be in such detail as to give the time of the commencement and completion of work, names of streets to be closed, schedule of operations, routes of detours where possible. The Contractor shall also notify the below listed agencies of the name(s) of the construction superintendent in responsible charge, or other individuals having full authority to execute the orders or direction of the Engineer, in the event of an emergency. Failure to comply with this requirement will result in a stop work order. City of Federal Way Police Department 33325 8th Avenue South Federal Way, WA 98003-6325 Telephone: 253-835-4600 (Emergency only) King County Metro 1270 6�' Avenue South, Bldg MS:QS Seattle, WA 98134 Telephone: 206-684-2732 Federal Way Fire Department Federal Way, WA 98063 Telephone: 253-839-6234 (Emergency only) Federal Way School District 2 Transportation Department 1066 South 320th Street Attn: Cindy Wendland Federal Way, WA 98003 Telephone: 253-945-5965 Puget Sound Energy Company 3130 South 38�' Street Tac-anx Tacoma, WA 98411 Attn: Anita Yurovchak Telephone: 253-476-6034 AT&T Cable Maintenance 11241 Willow Road NE, Suite 130 Redmond, WA 98052 Attn: Dan McGeough Telephone: 425-896-9830 Lakehaven Utility District PO Box 4249 Federal Way, WA 98003 Attn: Gene Yoder Telephone: 253-261-1741 Tacoma Public Utilities City Light Division Systems PO Box 11007 City of Federal Way 2013 Asphalt Overlay Project 81 CenturyLink Communications 2510 84�' Street, Suite 18 Lakewood, WA 98499 Attn: Tonna Baruso Telephone: 253-597-4018 Comcast Cable Communications 4020 Auburn Way North Auburn, WA 98002 Attn: Jerry Steele Telephone: 253-288-7532 Tacoma Water Utilities 3628 South 35"' Street Tacoma, WA 98409 Attn: John Sewell Telephone: 253-502-8742 Tacoma Public Utilities Tacoma Water Distribution Engineering 3628 South 35"' Street RFB # 13-102 2013 � � � �� � � � � � � � � �� � Tacoma, WA 98411 Attn: Thad Glassy � Telephone: 253-502-8704 � King County Traffic Operations 155 Monroe Avenue NE Renton, WA 98056 Telephone: 206-296-8153 � 1-05.14(B) Coordination of Work with City �������� � � LJ � � � � � Tacoma, WA 98409 Attn: Chris Johnson Telephone: 253-502-8743 Pierce Transit 3701 96th Street SW Lakewood, WA 98499 Attn: Dixie Sciacqua Telephone: 253-581-8001 New Section At least a three (3) working day written notification shall be required on all requests for engineering services other than inspection. All requests shall be coordinated with the Engineer. All costs resulting from delays in which requests were not coordinated with the Engineer shall be the sole responsibility of the Contractor. i-05.17 Oral Agreements (October 1, 2005AWPA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-05.18 Defects Arising in One Year and Remedies New Section �����*�� The Contractor shall be responsible for correcting all defects in workmanship and material within one year after acceptance of this work by the City of Federal Way. When corrections of defects are made, the Contractor shall be responsible for correcting all defects in workmanship and/or materials in the corrected work for one year after acceptance of the corrections by the Owner. The Contractor shall start work to remedy such defects within seven (7) calendar days of mailing notice of discovery thereof by the Owner and shall complete such work within a reasonable time. In emergencies, where damage may result from delay or where loss of services may result, such corrections may be made by the Owner, in which case the cost shall be borne by the Contractor. In the event the Contractor does not accomplish corrections at the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor. These actions will be pursuant to the provisions of Section 1-05.8 of the Standard Specifications. The Contractor shall be liable for any costs, losses, expenses, or damages, including � consequential damages suffered by the Owner resulting from defects in the Contractor's work including, but not limited to, cost of materials and labor extended by Owner in making emergency repairs and cost of engineering, inspection and supervision by the Owner or the � Engineer. The Contractor shall hold the Owner harmless from any and all claims which may be made against the Owner as a result of any defective work and the Contractor shall defend any such claims at his own expense. � City of Federal Way RFB # 13-102 � 2013 Asphalt Overlay Project 82 2013 The Contractor agrees the above one year limitation shall not exclude or diminish the Owner's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after one year but prior to the expiration of the legal time period set forth in RCW 9.16.040 limiting actions upon a contract in writing or liability, expressed or implied, arising out of a written agreement. 1-06 CONTROL OF MATERIAL 1-06.2(2) Statistical Evaluation of Materials for Acceptance Delete this section in its entirety. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed Revise to read: The Contractor shall indemnify, defend, and save harmless to the Contracting Agency (including any agents, officers, and employees) against any claims that may arise because the Contractor (or any employee of the Contractor or subcontractor or materialman) violated a legal requirement. Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and properry in the perFormance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 83 2013 � LJ � � � � � L: � � � � � � � � � � � � � !_J 1-07.2 State Taxes Delete this section, including its sub-sections, in its entirety and replace it with the following: i-07.2(1)General ����a�*�� The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(4) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1- 07.2(3) describes this exception. The Contracting Agency will pay the retained percentage only if the Contractor has � obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.050). The Contracting Agency may � deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. � � � L_J � � 1-07.2 State Sales Tax (lune 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1- 07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(i) State Sales Tax — Ru1e 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, � roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or � road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail City of Federal Way RFB # 13-102 � 2013 Asphalt Overlay Project 84 2013 Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal properly becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.5 Environmental Regulations Section 1-07.5 is supplemented with the following: In addition to the requirements of Section 1-07.5 of the Standard Specifications, the Contractor shall comply with all applicable Federal, State, County and City environmental provisions of law including, but not limited to, the following: City of Federal Way: King County: Zoning Code and Noise Ordinance Ordinance No. 1488 Resolution No. 18801 Resolution No. 25789 Puget Sound Air Pollution Control Agency: Regulation No. 1 Resolution No. 194 � � � � � � � � � � � � � � �� L � City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 85 2013 � � � i J �� The above environmental provisions are incorporated into this contract by this reference as if set forth herein in full. Copies of the City of Federal Way Provisions are available for perusal at the Public Works Department. The Contractor shall be liable for the payment of all fines and penalties resulting from failure to comply with the federal, state, and local pollution control regulations. � 1-07.5(5) Archaeological and Historic Preservation �������� New Section The Contractor shall notify the Engineer if any artifacts, skeletal remains, or other � archaeological resources (as defined under RCW 27.53.040) are unearthed during excavation or otherwise discovered on the construction site. If ordered by the Engineer, the Contractor shall immediately suspend any construction activity which, in the opinion of the Engineer, would be ! in violation of RCW 27.53. Suspension of the work shall remain in effect until the Engineer has obtained permission to proceed from the State Historic Preservation Officer. � � � � L� 1-07.6 Permits and Licenses Section 1-07.6 is supplemented with the following: The Contractor shall procure at his own expense all permits and licenses which are necessary and incidental to his operation in the performance of the work and give all notices required by such permits and licenses. A copy of each permit and license shall be furnished to the Engineer upon request. The Contractor shall be required to have a valid Owner business license and shall provide proof of same prior to execution of the contract. 1-07.9 Wages Section 1-07.9 is supplemented with the following: The Washington State prevailing wage rates published by the Department of Labor and � Industries and the Davis-Bacon wage rates for the State of Washington will be incorporated into each contract as applicable. � � When a public works project is subject to the provisions of the Washington State public works law and the Federal Davis-Bacon and related acts, the Contractor and every subcontractor on that project must pay at least the Washington State prevailing wage rates, if they are higher than the federal prevailing wage rates for the project. The Owner has included a schedule of the applicable Department of Labor and Industries � published Washington State prevailing wage rates in the contract documents (Appendix C). The Contractor must do the same with contracts with all subcontractors (WAC 296-127-011). � � � ;__1 Bidders should be aware that the wage rates to apply during the entire contract period are those in effect on the day of bid opening unless the contract is not awarded within six months of this date. For bidding purposes each bidder shall be responsible for supplying himself with the appropriate wage rates. City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 86 2013 1-07.9(5) Required Documents (lanuary 24, 2011 APWA GSP) Supplement this section with the following: The Contractor or subcontractor directly contracting for "Off-Site, Prefabricated, Non- Standard, Project Specific Items" as defined below shall identify and report information required on the addendum to the "Affidavit of Wages Paid" form filed with the Department of Labor and Industries [form F700-164-000]. The Contractor shall include language in its subcontracts requiring subcontractors and lower-tier subcontractors to comply with the reporting requirements for "Off-Site, Prefabricated, Non-Standard, Project Specific Item" on the Affidavit of Wages Paid form addendum. The reporting requirement for Items shall apply for all public works contracts estimated to cost over $1 million entered into by the Contracting Agency and Contractor between September 1, 2010 through December 31, 2013. "Off-site, prefabricated, nonstandard, project specific items" means products or items that are: 1. Made primarily of architectural or structural precast concrete, fabricated steel, pipe and pipe systems, or sheet metal and sheet metal duct work; and 2. Produced specifically for this Project and not considered to be regularly available shelf items; and 3. Produced or manufactured by labor expended to assemble or modify standard items; and 4. Produced at an off-site location outside the State of Washington. The Contractor or subcontractor shall comply with the reporting requirements and instructions on the Affidavit of Wages Paid form, and shall report the following information on the AfFdavit of Wages Paid form submitted to the Department of Labor and Industries in order to comply with the reporting requirements for use of "OfF Site, Prefabricated, Non- Standard, Project Specific" items: 1. The estimated cost of the project; 2. The name of the Contracting Agency and the project title; 3. The contract value of the off-site, prefabricated, nonstandard, project specific items produced outside of Washington State, including labor and materials; and 4. The name, address, and federal employer identification number of the contractor that produced the off-site, prefabricated, nonstandard, project specific items. The Contracting Agency may direct the Contractor, at no additional cost to the Contracting Agency, to remove and substitute any subcontractor(s) found to be out of compliance with the "OfF Site Prefabricated Non-Standard Project Specific Items" reporting requirements more than one time as determined by the Department of Labor and Industries. Supplement with the following: Emptoyee labor descriptions used on Certified Payrolls shall coincide exactly with the labor descriptions on the minimum wage schedule in the Contract unless the Engineer approves City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 87 2013 � � � � � � � � � � i � � � , �� � � ! � � � � u � � � � � , � � , LJ i an alternate method to identify labor used by the Contractor to compare with labor listed in the Contract Provisions. 1-07.15 Temporary Water Pollution/Erosion Control Section 1-07.15 is supplemented with the following: Temporary water pollution/erosion control work shall be performed as directed by the Engineer, as necessary to protect the project site and surrounding area, per this section of the Standard Specifications. All costs for temporary water pollution/erosion control work shall be incidental to other items of the contract, and no separate payment will be made. 1-07.16 Protection and Restoration of Property 1-07.16(1) Private/Public Property Section 1-07.16(1) is supplemented with the following: The Contractor shall protect private or public properly on or in the vicinity of the work site. He shall ensure that it is not removed, damaged, destroyed, or prevented from being used unless the contract so specifies. The Contractor shall not trespass upon private property and shall be responsible for all injury or damage to persons or property, directly or indirectly, resulting from his operations in completing this Work. He shall comply with the laws and regulations of the Owner, County, and State and Federal governments, relating to the safety of persons and property, and will be held responsible for and required to make good any injury or damage to persons or property caused by carelessness or neglect on the part of the Contractor or subcontractor(s), or any agent or employee of either during the progress of the Work and until its final acceptance. Property includes land, utilities, trees, landscaping, improvements legally on the right-of-way, markers, monuments, buildings, structures, pipe, conduit, sewer or water lines, signs, ar�d other properry of all description whether shown on the Plans or not. If the Engineer requests in writing, or if otherwise necessary, the Contractor shall at his expense install protection, acceptable to the Engineer, for property such as that listed in the previous paragraph. The Contractor is responsible for locating all property that is subject to damage by his operation. If the Contractor (or his agents/employees) damage, destroy, or interfere with the use of such property, he shall restore it to original condition at his expense. He shall also halt any interFerence with the property's use. The Engineer may have such property restored by other means and subtract the cost from money that will be or is due the Contractor if he refuses or does not respond immediately. The Contractor shall restore to a condition equal to the original condition improvements such as pavements, driveways, gravel shoulders, ditches, culverts, curb, curb and gutter, sidewalks, fences, pavement markings, mailboxes, traffic signs, traffic signal loops, City of Federal Way RFB # 13-102 � 2013 Asphalt Overlay Project 88 2013 landscaping, public and private utilities etc., which are damaged or removed (and not indicated to be removed) during construction, whether shown on the plans or not. All existing survey monuments and property corner markers shall be protected from movement by the Contractor. All existing markers and/or monuments that must be removed for construction purposes are to be referenced by survey ties and then replaced by a professional land surveyor registered in the State of Washington. All existing property corner markers disturbed or removed by the Contractor's operations which, in the opinion of the Engineer, were not required to be removed for construction purposes shall be replaced at the Contractor's own expense by a Professional Land Surveyor registered in the State of Washington. Any of these monuments damaged must be reset to second order, first class specifications. Sprinkler irrigation systems found to encroach within the limits of improvements shall be modified as necessary to ensure satisfactory operation upon completion of the improvements. This work will include, but not be limited to, cutting and capping existing pipe, relocating existing risers and sprinkler heads new pipe heads and connections, and testing of the system. All work shall be done in conformance to acceptable standards. This shall be incidental to the contract. The Contractor shall contact the owners of any ditches, irrigation lines and appurtenances which interFere with the Work. The Contractor shall be liable for any damage due to irrigation facilities damaged by his operations and shall repair such damaged facilities to an "equal or better than" original condition. 1-07.16(2) Vegetation Protection and Restoration Delete the fourth paragraph and replace it with the following: If due to, or for any other reason related to, the Contractor's operation, a tree any tree, shrub, ground cover or herbaceous vegetation is destroyed, seriously damaged, or disfigured, that was not ordered removed, the Contractor shall replace it with approved nursery stock of the same species. In addition to replacement, the Contractor will be assessed any appropriate liquidated damages for trees as described below. The assessment will be deducted from monies due the Contractor. For non-merchantable timber, the Contractor will for each inch of difference in circumference when originaL � � � � � � � �J � � be assessed liquidated damages of $10 � a replacement tree is smaller than the For merchantable timber, the Contractor will be assessed liquidated damages of either $10 for each circumferential inch or the estimated market value delivered to a mill, whichever is the larger amount. The Engineer will measure circumference twelve inches (12") above ground level. The replarrting shall be according to Section 8-02 and during the first fall or spring planting period after damage, or as the Engineer directs. It may be necessary to trim trees or bushes in order to have the necessary clearance for planning and paving equipment on streets that are to be overlaid. Any costs for trimming of trees or bushes in required for the construction of the overlay will be considered incidental to the contract. � � � � � City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 89 2013 � � 1 � 1-07.16(3) Fences, Mailboxes, Incidentals Section 1-07.16(3) is supplemented with the following: The Contractor shall maintain at his expense any temporary fencing to preserve livestock, crops, or property when working through or by private property. He is liable for all damages if he does not comply with this requirement. When it is necessary to temporarily move existing mail or paper boxes, their usefulness � shall not be impaired. The boxes shall be reinstalled at the original location or at locations ordered by the Engineer. New supports or boxes will not be required unless damaged by � the Contractor. Any damage caused by the Contractor shall be at his expense for replacement or repairs. � 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented with the following: The Contractor shall protect from damage private and public utilities, including telephone iand telegraph lines, power lines, sewer and water lines, railroad tracks and appurtenances, highway lighting and signal systems, and similar facilities. � � �J � LJ Underground utilities of record will not be shown on the construction Plans. The Owner assumes no responsibility for improper locations or failure to show utility locations on the Plans. Attention is directed to the possible existence of underground facilities which are not shown in the Plans. This requirement does not excuse the Contractor from its duty to examine in detail all plans of water, gas, telephone, electric power and combined sewerage utilities available with utility owners as required above. The location of existing underground utilities, as shown on the plans, is approximate only, and the Contractor shall be responsible for determining their exact location. The Contractor shall check with the utility companies concerning any possible conflict prior to commencing excavation in any area, as not all utilities may be shown on the plans. The Contractor shall call the Utility Location Request Center (One Call Center) for field � location, not less than two or more than ten business days before the scheduled date for commencement of excavation which may afFect underground utility facilities, unless otherwise agreed upon by the parties involved. A business day is defined as any day other � than Saturday, Sunday or a legal local, State, or Federal holiday. The telephone number for the One Call Center for this project is 1-800-424-5555. r The Contractor is also warned that there may be utilities on the project that are not part of the One Call System. They must be contacted directly by the Contractor for locations. ' The Contractor shall be responsible for any breakage of utilities or services resulting from his operations, and shall hold the Owner and its agents harmless from any claims resulting from disruption of or damages to same. � � � The Contractor shall be entirely responsible for coordination with the utility companies and arranging for the movement or adjustment, either temporary or permanent, of their facilities within the project limits. See Section 1-05.14 of these Special Provisions. City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 90 2013 When the facility owner is responsible for removing or relocating the facilities, it is anticipated that this will be accomplished in advance of construction. If the Contractor notes the presence of any such facility, he shall immediately notify the Engineer in writing. The right is reserved to the Owner and the owners of facilities, or their authorized agents, to enter upon the right-of-way for the purpose of making changes as are necessary for the rearrangement of their facilities or for making necessary connections or repairs. The Contractor shall cooperate with forces engaged in this work and shall conduct his operations in such a manner to avoid any unnecessary delay or hindrance to the work being perFormed by other forces. Wherever necessary, the Contractor's work shall be coordinated with the rearrangement of utility or other facilities, and the Contractor shall make arrangements with the owner of the facilities for the coordination of the work. When the relocation of these facilities are necessary to accommodate the Work, the Engineer will provide for the relocations of these facilities by other forces, or the relocations shall be performed by the Contractor pursuant to written authorization and will be paid for by applicable unit prices, agreed price, or as force account. All other costs incurred as a result of performance of the Contractor's obligations in this section shall be incidental to the contract and included in the unit prices. No additional compensation will be made to the Contractor for reason of delay caused by the actions of any utility company and the Contractor shall consider such costs to be incidental to the other items of the contract. Contractor warrants and represents that it has personally, or through its employees and/or subcontractors, examined the right-of-way areas subject to this agreement and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within such rights-of-way. Contractor further warrants and represents that it has also examined in detail plans of such utilities provided to it by the Owner and affected utility companies or entities. Contractor also warrants and represents that it is fully aware of the statutory provisions contained in RCW 19.122.010 through .900, that it has read and fully understands the same, and that it will comply with the requirements of these provisions which are incorporated �y reference herein. Contractor agrees that it shall be an "excavation" as defined under RCW Chapter 19.122 and that such utilities constitute underground facilities. The parties agree that remedies affected under RCW Chapter 19.122 are also incorporated by reference herein. Any cost to the Contractor as a result of this law shall be at the Contractor's expense. Contractor also agrees that it shall fully comply with Sections 1-07.16 and 1-07.17 relating to Protection and Restoration of Property, Utilities and similar facilities, and public liability and properry damage insurance provisions of the Standard Specifications as supplemented by these Special Provisions. i-07.18 Public Liability and Property Damage Insurance Section 1-07.18 is supplemented with the following: The Contractor shall obtain and keep in force during the term of construction and throughout the specified term of maintenance, public liability and property damage insurance. This insurance shall provide coverage for the Contractor and all Subcontractors City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 91 2013 , � � � �J � � � � � � � � I� L.,� �� � ' � � � � � � � � � performing work on projects under Owner contract or authorized by Own�r permit, as well as provide coverage for the Owner for the limits specified. The coverage so provided shall protect against claims for personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor, the Subcontractor, or by anyone directly or indirectly employed by any of the parties involved. The minimum policy limits of such insurance shall be as listed on the Certificate of Insurance included in the Bid Documents section of these Contract Provisions. The insurance must have reference to project name, project location, and contain a brief description of the project. THE CITY OF FEDERAL WAY, ITS ELECTED AND/OR APPOINTED OFFICIALS, ITS EMPLOYEES, AND AGENTS MUST BE THE NAMED INSURED, CO-INSURED, OR ADDITlONAL INSURED insofar as the work and obligations performed under City contract or by City permit is concerned. 1-07.23 Public Convenience and Safety Section 1-07.23 is supplemented with the following: The Contractor shall maintain the roads during construction in a suitable condition to not adversely afFect vehicular traffic. All costs to maintain the roads shall be borne by the Contractor. � If operations of the Contractor are shown to significantly impede traffic flow during peak hours of tra�c, the Engineer shall have the authority to restrict the Contractor to time of operation on the street. ' � If the Contractor requires delays or limited term street closure beyond that provided for herein, he shall request in writing the approval of the Engineer a minimum of five (5) working days in advance of the anticipated delay or closure. Such request shall state the reason, the location, the time and date, and the duration of the required delay or closure. The Contractor shall maintain convenient access for local traffic and pedestrians to � driveways, houses, and buildings along the line of work. Such access shall be maintained as near as possible to that which existed prior to the commencement of construction. The Contractor shall notify all property owners and tenants of street and alley closures, or other � restrictions which may interfere with their access. Notification shall be at least forty-eight {48) hours in advance, and shall include placing notification signs within the affected areas, and delivering notices to all property owners and tenants. Work involved with the � distribution of notices to all of the properly owners will be considered incidental to the contract. � The Contractor shall notify the local refuse/recycling collection service, transit services, school district, postal service, fire and police departments in writing before the beginning of operations, and provide a schedule of activities along with the associated time line, so that , these agencies may reroute their vehicles around the construction zone. If rerouting is not possible, as determined by these agencies/services, the Contractor shall provide reasonable access through the construction zone at all times. � ' Inconvenience caused by equipment or materials across driveways and sidewalks shall be kept to a minimum by restoring the serviceability of the drive or sidewalk as soon as possible. Before blocking driveways, the Contractor shall notify the properly owner. The City of Federal Way RFB # 13-102 � 2013 Asphalt Overlay Project 92 2013 Contractor shall replace or repair any damage done to driveways to not less than the condition existing prior to the Contractor's work. Unless otherwise indicated in the Plans, on-street parking areas will be allowed to be utilized by the Contractor for work and storage areas, pending notification of the users and approval by the Engineer, two (2) working days in advance. When patching pavement or placing new pavement, the Contractor shall replace the ultimate full depth asphalt concrete pavement section excluding overlay, the same day as the pavement removal. At the end of each working day, provisions shall be made for the safe passage of trafFc during non-working hours. It shall be the Contractor's responsibility to provide all necessary warning signs, lights, barricades, etc., as specified. All unattended excavation shall be properly barricaded and covered at all times. All open trenching or street cuts must be filled with material as detailed below before leaving the job at the completion of each work shift. Immediately upon request by the Engineer, the Contractor shall place, in the amounts designated, any asphalt concrete pavement, cold plant mix, crushed surfacing and/or gravel base deemed necessary by the Engineer to maintain the above required accessibility of all streets, road approaches, street connections, driveways, and etc. If the Contractor fails to comply as above specified, the Engineer will order the work done by others and deduct the cost thereof from any monies due or to become due to the Contractor. The Contractor shall be reimbursed for these materials at the applicable unit contract prices. The Owner shall not be held liable for any claims resulting from accidents or damages caused by the Contractor's failure to compty with traffic and public safety regulations during the construction period. The Contractor shall be solely responsible for the safety, efficiency and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from the failure or improper maintenance use or operation. The Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. This requirement shall apply continuously and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not and shall not be intended to include review and adequacy of the Contractor's safety measures in, on, or near the construction site. The Contractor shall comply with the safety standards and provisions of applicable laws, building and construction codes, and the safety regulations set forth in "Safety Standards for Construction" and "General Safety Standards" published in effect at the time of call for bids. These publications may be obtained from the Department of Labor and Industries, Olympia, Washington. The Contractor shall also comply with the safety standard provisions set forth in the "Manual of Accident Prevention in Construction" published by the Associated General Contractors of America. The Contractor agrees to defend, indemnify and save harmless the CITY OF FEDERAL WAY, its officers, employees, and agents from any and all claims, actions, judgments, losses, costs (including reasonable attorney fees) and damages whatsoever; including workman's compensation claims or any other claims arising by reason of accident, injury, or death caused to persons including Contractor's employees, agents and subcontractors, employees City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 93 2013 ' � LJ �� � �I�I � � � � � , , � r � �J ' � , � � � � � ' ' ' � � � ' � , � � , and agents involving property of any kind, or arising out of, in connection with, or incident to the work of, this contract to the extent of any City negligence, except upon a finding by a trier of fact that it was caused by the sole negligence of the CITY OF FEDERAL WAY. The Contractor agrees to waive its immunity which may otherwise exist under the Title 51 RCW relating to industrial insurance. The parties agree that the indemnification requirements provided herein extend to attorney's fees and costs of establishing the right to indemnification in favor of the CTTY OF FEDERAL WAY. The Contractor shall maintain at the job site office or other well-known place at the job site, all articles necessary for giving first aid to the injured, and shall establish, publish and make known to all employees procedures for ensuring immediate removal to a hospital or a doctor's care, of persons, including employees, who may have been injured on the job site. Employees shall not be permitted to work on the job site before the employer has established and made known procedures for removal of injured persons to a hospital or a doctor's care. In order to protect the lives and health of employees performing work under the Contract, the Contractor shall comply with the Federal Occupational Safety and Health Act of 1970 (OSHA), including all revisions and amendments thereto; the provisions of the Washington Industrial Safety Act of 1973 (WISHA); and the regulations of the State of Washington Department of Labor and Industries Division of Industrial Safety and Health. The WISHA regulations shall apply to all excavation, trenching and ditching operations. In case of conflict, the more stringent regulations shall apply. 1-07.23(2) Construction and Maintenance of Detours (October 1, 1005APWA GSP) Revise the second paragraph to read: Unless otherwise approved, the Contractor shall maintain two-way traffic during construction. The Contractor shall build, maintain in a safe condition, keep open to trafFic, and remove when no longer needed: 1. Detours and detour bridges that will accommodate traffic diverted from the roadway, bridge, sidewalk, or path during construction, 2. Detour crossings of intersecting highway, and 3. Temporary approaches. Supplement with the following: At least one (1) lane of trafFc in each direction shall be maintained on all roadways within the project limits at all times. If the usable roadway is not sufficient to safely accommodate two-way traffic, the Contractor shall adequately maintain one-way traffic. Wherever one-way trafFc is in effect, the distance shall not be in excess of six hundred feet (600') or as otherwise set forth in writing by the Engineer. Two-way tra�c must be maintained during all non-construction working hours, except as approved by the Engineer in advance. � For arterials - A maximum of one driveway may be closed at any one time, and then for as short a duration as possible. No driveway shall be closed over night or over a weekend. At least one driveway shall be maintained into and out of sites , adjacent to the project. All drop-offs exposed to traffic shall be protected in accordance with Section 1-07.23(1) of the Standard Specifications. Any City of Federal Way RFB # 13-102 � 2013 Asphalt Overlay Project 94 2013 modification to these requirements must be approved by the Engineer prior to commencement of any work. Sequentiai arrow boards shall be used for work on arterials and shall be incidental to other contract bid items. A written request, along with a detailed detour plan shall be submitted to the Engineer for approval, a minimum of ten (10) days prior to any road closures. All costs for constructing and maintaining detours shall be borne by the Contractor. 1-07.28 Road Maintenance �������� � �� � � New Section � The Contractor shall be responsible for controlling dust and mud within the project limits, and all streets used by the Contractor during the execution of this contract shall be maintained in a clean condition. The Contractor shall be prepared to use watering trucks equipped with high velocity water jets and low-head sprinkling devices, power sweepers, and any other pieces of equipment necessary to render the streets free of all mud, debris, and foreign materials. Any damage caused by dust and/or mud accumulation on the streets or in the storm sewer system shall be the sole responsibility of the Contractor. Watering trucks may be used on paved streets with an adequate storm drainage system. Watering trucks shall not be used on streets where, in the opinion of the Engineer, mud is created, causing a nuisance. Where water flushing is not allowed, street sweepers (not power brooms) shall be used. The Contractor shall provide for sweeping, or flushing all surfaced roadways at a minimum upon completion of each day's activities. Equipment required for this operation shall be on the job site or available at all times. Failure to have this equipment on the job site or available will necessitate a shutdown of the project. The Contractor shall cover all loads if in the determination of the Engineer haul of project materials is posing a road maintenance and/or potential safety problem. Should daily removal be insufficient to keep the streets clean, the Contractor shall perform removal operations on a more frequent basis. If the Engineer determines that a more frequent cleaning is impractical or if the Contractor fails to keep the streets free from deposits and debris resulting from the work, the Contractor shall, upon order of the Engineer, provide facilities for and remove all clay or other deposits from the tires or between wheels before trucks or other equipment will be allowed to travel over paved streets. Should the Contractor fail or refuse to clean the streets in question or the trucks or equipment in question, the Engineer may order the work suspended at the Contractor's risk until compliance with the Contractor's obligation is assured, or the Engineer may order the streets in question cleaned by others and such costs incurred by the Owner in achieving compliance with these Contract requirements, including cleaning of the streets, shall be deducted from monies due or to become due the Contractor on monthly estimate. The Contractor shall have no claim for delay or additional costs should the Engineer choose to suspend the Contractor's work until compliance is achieved. City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 95 2013 l_] � � � � � CJ I��� � � C � -1 � � � � , ' � � ' � � � LJ , i � � � , , u , All costs in connection with the above work, including labor, materials, tools and equipment, shall be considered as incidental to the construction, and payment thereof shall be included in the unit contract prices of other bid items. 1-08 PROSECUTION AND PROGRESS Add the following new section: 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) 1-08.0(i) Preconstruction Conference (October 10, Z008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. 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 establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. 1-08.0(2) Hours of Work Section 1-08.0(2) is supplemented with the following: 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 Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Work will be restricted to the hours between 7:00 a.m. and 3:30 p.m., unless otherwise approved by the Enq�ineer. Work on SW 356"' St, SW 320th St, S 348�' St, 8th Ave S, 9"' Ave S, 13�' PI S and 20t Ave S will be restricted to 8:30 a.m. to 3:30 p.m. No work shall be allowed within the right-of-way on Saturdays, Sundays, or holidays, unless otherwise authorized by the Engineer. There will be no additional compensation for night work. Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 96 2013 conditions set forth by the Contracting Agency or Engineer. These conditions may include but are not limited to: • The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence. • On non-Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight-time costs for Contracting Agency representatives who worked during such times. • Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. • Considering multiple work shifts as multiple working days with respect to contract time, even though the multiple shifts occur in a single 24-hour period. The Owner reserves the right to vary the previous stated times. Actual times may vary depending upon location and type of construction. Exact times and/or restrictions will be established during the preconstruction conference, after discussions with the Contractor regarding his proposed schedule. Recognized holidays shall be as follows: First day of January, third Monday of ]anuary, third Monday of February, last Monday of May, fourth day of July, first Monday of September, lith day of November, Fourth Thursday in November and day immediately following, 25th day of December, and any day so designated by the Chief Executive of the State of Washington or by the Owner for their employees, as a legal holiday. When any of these holidays occur on Saturday or Sunday, the preceding Friday or the following Monday will be a legal holiday for the City Employees. i-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees (May 25, 2006 APWA GSP; may not be used on FHWA-funded projects) Where the Contractor elects to work on a Saturday, Sunday, or holiday, or longer than an 8- hour work shift on a regular working day, as defined in the Standard Specifications, such work shall be considered as overtime work. On all such overtime work an inspector will be present, and a survey crew may be required at the discretion of the Engineer. In such case, the Contracting Agency may deduct from amounts due or to become due to the Contractor for the costs in excess of the straight-time costs for employees of the Contracting Agency required to work overtime hours. The Contractor by these specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due to the Contractor. 1-08.1 Subcontracting - D/MNVBE Reporting (October 10, 2008 APWA GSP; may not be used on FHWA-funded projects) Revise the eighth paragraph to read: On all projects funded with Contracting Agency funds only, the Contractor shall certify to the actual amounts paid Disadvantaged, Minority, or Women's Business Enterprise firms that were used as subcontractors, lower tier subcontractors, manufacturers, regular dealers, or City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 97 2013 � ' ' i._J 'J � �� C� L � , ' ' , LJ ' u ' � � � � ' ' ' ' ' service providers on the Co�trac� This certification shatl be submitted to �e Enqineer, on the form p�ovided bv the Enaineer. on October 31. 2013 or 20 calendar davs after nhvsica! comaletion of the Contrac� whichever comes fi�-st. 1-08.3 Progress Sd�edule Section 1-08.3 is supplemented with the foliowing: Promptly after award of the contract, the Contractor shall submit to the Engineer for approval a construction schedule consisting of a chart, which sets out operations, methods, equipment, and labor forces that the Contractor intends to use to accomplish the work. The Contractor shall show ea�ly and late star# dates and eariy and late finish dates fo� the items of work required under the confiact. Payment to the Confiactor on any estimate may be withheld until such schedule has been submitted and approved. The construction schedule shal! be based upon calendar days, with a completion date on or before October 31, 2013. if Schedule D— S 348"' St and Schedule E— SW 320"' St were awarded by the ovmer, the contractor shali not start any work within Schedule D until ]une 1, 2013 and Schedule E untit lune 19, 2013, unless otherwise approved by the Engineer. The Contractor is restricted to work up to two (2) Schedules at a time unless otherwise approved by the Engineer. The scfiedule wili be submitted � to the Engineer two (2j working days prior to the ' Precor�sb�uction Conference and wili be the primary topic for discussion at the Preconstruction Conference. , ' ' ' ' , ' ' , , Adequate equipment and forces based on the construction schedule sha11 be made available by the Contractor to start work immediately upon order vf the Engineer and to carry out the sci�edule to completion of tfie contract by the date specified. Should it become evident at any time during construction that operations will or may fall behind the schedule, the Confiactor sfiall, upon request, promptly submii a revised schedule in the same form as specified herein, setting out operations, methods, and equipment, added labor forces or working shifts, night work, etc., by which time lost wiA be made up, and confer with the Engineer unti! an approved modification of the a-iginat scheduie has been secured. Further, if at any time any portion of the accepted scheduie is found to conflict with the contract provisions, it shall, upon request, be revised by the Contractor and the work shali be perFormed in compliance with the contract provisio�s. Payments of any further estimates to the Contractor after such request is made and u�tii an approved modified schedule has been provided by the Contractor may be withheld. Execution of the work according to the accepted schedule of construction, or approved modifications thereof, is hereby made an obligation of the contract. 1-08.4 Prosecution of Work Delete this section in its entirety, and replace it with the foNowing: City of Federal Way 2013 Asphatt Overlay Project 98 RFB # i 3-102 2013 1-08.4 Notice t� Proceed and Prosecution of Work (lune 27, 2011 APWA GSP) Notice to Proceed wili be given after the Contract has been executed a�d the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shali not commence with the work unti! the Nofice to Proceed has been given by the Engineer. The Contractor shail commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue tfie work to the physical rnmplebion date within the time specifieti in the Contract. Voluntary shutdown or slowing of operations by the Contractor shall not reiieve the Contractor of the responsibility to complete the work within the fime(s) specified in the Contract. When shown in the Plans, the first order_of work shall be the installation of high visibility fenang to delineate a11 areas for protecdon or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shap occur after the placement of a!i necessary signs and traffic controi devices in accordance with 1-10.1{2). Upon construcqon of the fencing, the Contractor shail request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in tt�e Contract. 1-08.5 Time fior Compietion (June 28, Z�i7APWA GSP, Oplron A) Revise the third and fourth paragraphs to read: Contract time shall begin on the first worlcing day foliowing the Notice to Proceed Date. Each working day shall be charged to the contract as it occurs, until the contract wo�lc is physicaily complete. If substantial completion has been granted and all the autfiorized working days have been used, charging of working days will cease. Each week the Engineer wili provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week befo�e; (2) specified for the physical compte�on of the contract; and (3) remaining for the physical completion of the contract. The statement will al� show the nonworking days and any partial or whole day the Engineer declares as unworicable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any afleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor elects to work 10 hours a dav and 4 davs a week ta 4-10 schedule) and the fifth day of the week in which a 410 sh�ft �s worked would ordinarilv be char4ed as a workin4 day then the fifth day of that week will be charaed as a working day whether or not the Contractor works on that dav Revise the sixth paragraph to read: The Engineer wil! give the Contractor written notice of the compfetion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur b�fore the Completion Date can be established: City of Fedecai Way RFB # 13-102 2fl 13 Asphalt Overlay Project 99 2013 ' � ' , , ' ' ' , 1. The physical woric on the project must be complete; and 2. The Contractor must fumish all documentation required by the contract and required by law, to allow �e Contracting Agency to process finai aaeptance of the contract. The foiiowing documents must be received by the Project Engineer prior to estabiishing a rnmpietion date: a. Certified Payrolis {Federal-aid Projects) b. Material Acceptance Certification Documents c. Annuai Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as OBE Partiapation, as required by the Contract Provisions. d. Fnal Contract Voucher Certification e. Property owner releases per Section 1-07 24 Supplement with the following: - - Subject to the time lost due to inclement weather and delay in delivery of materials, shoutd such delay not be the result of the undersigned's actions, the Contractor agrees to commence work within 5 days after Notice to Proceed and to complete all work in this Contract witfiin the specified time period. If requested, the Contractor agrees to fumish the �ty and the Engineer with fuli data as to the efforts made to obtain materials. The Contractor agrees to complete the work within the contract time contained in his bid plus any extensions as provided for herein. it is the responsibility of the Contractor to rnmplete the work within compietion time. The Owner makes no promise or representation that tfiis can or will be done. ' Extensions in compietion time will be granted for delays beyond the control of Lfie Contractor only, such as strikes or natura! disasters, and may be granted for increases in the contract value of the work to be done. Requests for extensions in completion time , shatl be made in writing to the Engineer and approved through a change order before commencement of such extensions. ' For sake o# common bidding purposes, �he number of days allowed to complete the work outlined in these contract documenks is eighty (80) working days. However, in no instance shaA the work extend beyond October 31, 2013. ' ' ' , , , ' 1-08.7 Maintenance During Suspension (October 1, ZOOSAPWA GSP) Revise the second paragraph to read: At no expense to the Contracting Agency, the Contractor shall provide through the construcfion area a safe, smooth, and unobstructed roadway, sidewalk, and path for public use during suspension (as required in Section 1-07.23 or the Special Provisions). This may include a temporary road or detour. 1-09 MEASUREMENT AND PAYMENT 1-09.3 Scope of Payment Delete ifie first paragraph in the�APWA supptement and replace it with the foifowing: City of Federai Way 20 t 3 Asphait Overlay Project 100 RFB # 13-102 2013 The Special Prov�sions may describe work the Standard Specifications do not cover. Such work shall comply first with the special provisions and then with any specifications that apply. The Contractor shaA include ail �costs of doing this work within the unit bid p�ices. If the special provisions require work that has no unit bid price, costs shali be incidental and induded within the unit bid prices in the contract. 1-09.6 Foroe Acaount (Qctobe� 10, 20+0I8 APWA GSP) Suppiement this secdon with the following: The Contracting Agency has estimated and induded in the Proposal, dollar amounts for all items to be paid per force account, only_to provide a common proposal for Bidders. AI! such doilar amounts are to become a part of Contractor's total bid. However, the Contracfing Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those esamates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1-09.7 Mobilization Section 1-09.7 is suppiemented with the fotlowing: The Contractor shaH arrange and provide the construction equiprrient staging area. This area must be approved by the Ci�jr;of Federa! Way, Community Development Department. Sites chosen near residential properties can expect severe restrictions on noise and allowable work hours. Obtaining a site for the Contractor's mobili2ation, field office{s), storage of materials, and otfier general operations shall be the responsibitity of the Contracto� AI1 costs associated with securing sites shall be included in the bid item "Mobilization" and no other compensation will be made for this item. The Contractor wiH provide C'ity with copy(s) agreement(s). Payment is made under the following item: "Mobilization" per lump sum. The lump sum bid price for "Mobilization" shall include, but not be limited to, the following items: the movement of the Contractor's personnel, equipment, supplies, and incidentals to the project site; the establishme�t of his office, buildings, and other faciiities necessary for work on the project; providing sanitary facilities for the Contractor's personnel; obtaining permits or licenses required to comptete the project not furnished by the pwner; and other work and operations which must be performed or costs that must be incurred. 1-09.9 Payments (March 13, 2012 APWA GSP) Delete the first four paragraphs and replace them with the following: The basis of payment will be the actual quanfities of Wo�ic performed according to the Contract and as specified for payment. City of Federal Way RFB # 13-i02 20i3 Asphalt Overlay Project l01 2013 ' The Contractor shail submit a breakdown of the cost of lump sum bid items at the ' Preconstruction Conference, to enable the Project Engineer to determine the Work performed on a monthly basis. A breakdown is not required for lump sum items that indude a basis for inaemental payments as part of the respective Specificafion. Absent a , lump sum breakdown, the Project Er�gineer wilt make a determination based on information available. The Project Engineer's dete�rninafion of the cost of wo�ic shatl be final. u , , ' ' Progress payments for completed wark and material on hand will be based upon progress estimates prepared by the fngineer. A progress estimate cutoff date wiU be established at the preconstrucctaon conference. The initial progress estimate will be made not later than 30 days after �e Contractor commences the work, and successive progress estimates wil! be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining prog�ess payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress es�timate wiA be the sum of the following: 1. Unit Price Items in the Bid Form - the approximate quantity of acceptable units of work completed multiplied by Lfie unit price. ' 2. Lump Sum Items in the Bid Foi�rr — based on the approved Contractors lump sum breakdown for that item, or absent such a breakdown, based on the Engineer's determination. ' , , ' ' ' , ' 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 2. The amount of progress payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documen#s. � Prog�ess payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1-05.1. 1-09.13 Claim Resolution 1-09,13(3) Claims $250,000 or Less (October 1, 2005APWA GSP) Deiete tfiis Section and replace it with the following: ' City of Federal Way 20i3 Asphait Overtay Project ' 102 RFB # t3-102 2013 The Contractor and the Conbacting Agency mutually agree that those claims that total $250,000 or less, submitted in aaordance with Section 1-09.11 and not resolved by nonbinding ADR proce.s.ses, shail be resohred thruugh litigation uniess 1fie parties mvtually agree in writing to resolve the claim through bindir�g arbitration. 1-09.13(3)A Admi�istratioe of Arbitration (O�ctob�e� 1, 2005.4PWA GSP) Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrato�, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in whic� the Contracting Agency's headquarters are located. The decision of the arbitrator_ and the specific basis fior the decision shail be in writing. The arbitrator shall use the contract as a basis for decisions. 1-10 TEMPORARY TRAFFIC CONTROL Supplement with the following: Traffic rnntrol and maintenance for the safety of the traveling public on this project shaA be tl�e sole responsibility of the Contractor and a8 methods and equipment used will be subject to the approval of the Owner. i-01.1 Generat Supplement with the following: The Contractor shaA pravide traffic control plans to the �ty of federal Way for review and approval a minimum of ten (10) working days prior to implementation. These plans shall supplement Construction Staging Plans. The plans as provided by the Contractor shafl include and not be limited to the following information: • Minimum lane widths provided for vehicular travel. • Turn pocket length, gap and tapers in rnnformance with the City of Federal Way Standard Details DWG 3-19A, and WSDOT Standard Plans. On SW 356�' Street, SW � 320"' Street and S 348"' Street, the Contractor shall maintain at least one lane of traffic in each direcdon at all fimes unless otherwise approvetl by �e Engineer. The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as bei�g fumished by the Contracting Agency. The Contractor shail erect and maintain al1 construcfion signs, waming signs, detour signs, and other traffic control devices necessary to warn and protect the pubfic at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or paths. No work shali be done on o� adjacent to any traveled way until alt necessary signs and trafT'ic control devices are in piace. City of Federal Way Project Signs City of Federal Way RFB # 13-102 20 i 3 Asphalt Overlay Project 103 2013 ' u ' ' , �_J ' ' � ' � City Of Federal Way Project signs shail be cor�sidered Construction Signs Ciass A. The Contractor shail provide a two {2) project signs per the standard detail within the appendices of these Specia! Provisions. � 1-10.2 Traffic Controi Management 1-10.2(2) Traffic Control Plans Section 1-10.2{2) is supplemented with the following: The Contractor shall submit a Signing and Traffic Control Plan {TCP) for each schedule, showing a!i locations for construction signs, flaggers, and otfier traffic controf devices, lane widths, tapers, and temporary channelization, required for the project. The TCPs shall be submitted to the Engineer for approval, a minimum of seven (7) days prior to beginning any work on the project. __ The Contractor shall include in the TCP; special plans for traffic control and routing, hours of work, signing and a construction sequencing plan, for the overtay and pavement patching on at1 arterials. NO WORK SHALL BE PERMITTED WITHOUT A TCP APPROVED BY THE ENGINEER. The approved TCP shall be on-site at al1 times and failure to obtain and adequately implement an approved TCP shall be the cause for immediate action by the Engineer. Said action may include but shall not be iimited to the following: 1. Suspension of work until tfie TCP is approved or properly impiemented. 2. Implementation by the Owner of approved�TCP at the Contractor's expense. 3. The Owner may provide, or have others provide, interim labor, materials and equipment at the Contractor's expense to alieviate traffic hazards of concem. 4. Any combination of the above described remedies, or whatever is deemed necessary by the Engineer to protect the traveling public. All Traffic Control Plans shall conform to the MUTCD and the Standard Plans. , Whenever the Contractor intends to do work not expiicitly covered by the TCP, the Contractor sha11 submit a Supplemental Traffic Control Plan to the Engineer for approval at least ten (10) days in advance of the time signs and barricades wiil be required. Li � ' Whenever a traffic signal is to be taken out of service, set to flashing red, or construction is such that it interferes with the safe and effective operation of the traffic signal an Off Duty Uniformed Police Officer must be used to control traffic through the intersection. The use of an Off Duty Uniformed Police Officer must t� shown on the traffic control plan. 1-10.2{3) Conformance to Established Sta�dards Section 1-10.2(3) is supplemented with the following: ' Traffic control for the project shall conform to the Manual on Uniform Traffic Control Devices (MUTCD) Part VI, and Section 1-10 of the Standard Specifica�ons. These publications will be incorporated in a11 projects by this reference as if set fortli herein in fuH. ' 1-10.3 ' ' 1-10.3(1) Traffic Control Labor, Procedures and Devices Traffic Contro! Labor City of Federa! Way 20i3 Asphalt Overlay Project 104 RF8 # 13-102 2013 Secaon 1-10.3(1) is supplemen#ed with the following: The hours _ eligible for "Trai�'ic Control Labor" wili be those hours actua8y useri for the previously described work. Handiing of Class 6 signs is to include the placement of "No- Park" signs, for use in areas where operations require the street to be deared of vehides. Any work described under this secction performed by a Traffic Control Supervisor wiil not be paid but will be considered incidental to other items of work. The Gty has set the unit contract price for "O� Duty Uniformed Police Of�icer" at Fifty-three and 75/100 DoNars ($53.75) per hour of active traffic control. In the eve�t this amount does not reflect the actual cost to the Contractor for a Uniformed Off-Duty Police Offcer, then the Contractor sha,dd revise other bid items to include the correction facta: No adjustment to the $53J5 per hou� unit price shaN be made for overtime hours, holiday hours, or minimum callout charge. __ The Contractor sfialf request uniformed off-duty police officers from the City of Federal Way Public Safety Department, (253) 835-b700. The request shall be made seventy-two (72) hours before the use of the off-duty police ofi`icers on the project site. A minimum of four (4) hours call out time shall be paid each request for off duty police ofiicers. The Gty shalf pay $53.75 per hour for actual time worked by off-duty police officers, it sha11 be the Contractors responsibitity to arrange work schedule to minimize any additional costs incurred by the minimum fou� (4) hour callout requirement. The esfimated uniformed off-dutx. police officers hours as stated in the proposal, are the Gty's estimate, without knowledge of the Contractors specific method of opention and is used only for the purpose of providing a common amount for all bidders. in the event actual hours of office� time differs from the quantity listed in the proposal, no readjustment in the unit contract price for uniformed off duty police officer will be allowed. i-10.3(7) Temporary Pavement Marking ������*� New Section All costs in connection with the use of reflective traffic tape as temporary pavement markings shall be incidental to other bid items. All costs for paint lines and reflecave pavement markers used for temporary traffic control shaN be paid under other bid items. Temporary Pavement Markings Temporary pavement marlcings shall be instalied and maintained by the Contractor whenever permanent pavement markings are included in the Contract and tra#i'ic is released onto public streets or roadways prior to installation of permanent pavement markings. The Contractor shall perform preliminary layout work to the satisfaction of the Engineer prior to installation of the temporary pavement markings. The temporary pavement markings shalt be installed and maintained to the satisfaction of the Engineer unti! the perma�ent pavement markings are installed and approved in writing by the Engineer. After approval of permanent tane markings, the Contractor shall remove the temporary lane markings to the satisfiaction of the Engineer. Appropriately colored 4-inch-wide reflective traffic tape shall be installed with a skip pattern based on a 10-foot unit consisting of a 1 foot iine of tape and a 9-foot gap, unless otherwise specified on the Plans or in the Special Provisions for this Contract. Reflecctive traffic tape markings shalf generally foliow the aiignment for the permanent pavement markings and double lines sfiatl be used when specified for tl�e permanent pavement markings. Reflective tape shall City of Federal Way RFB # 13-102 20 t 3 Asphalt Overlay Project 105 2013 C ' ' ' , , ' 1 � ' ' ' not be used when the temporary pavement markings are to be exposed to traffic for more than 2 weeks without the written approva! of the Engineer. Th� Contractor shatl provide paint lines per Sections 8-22 and 9-34, a�d RPMs per Sections 8-09 and 9-21, at the di�ection of the Engineer for temporary pavement markings for cons�truction staging. Paint lines shal! be provided for temporary pavement markings for any condifions not applicable for reflectave tape. Paint lines and RPMs for temporary pavement mar-rcings shal! be paid under "Paint Line" and "Raised Pavement Marker Type 2': 1-10.4 Measurement Supplement with the fotlowing: AI1 traffic contro! items, with the exception of "Traffic Control Labor ; shall be incidenta! to the contract, and no measurement wiU be made. 1-10.5 Payment Secction 1-10.5 is supplement with the following: Payment will be made per Section 1-10.5 of the Standa�d Specification for tt�e foliowing bid items "Flaggers and Spotters", per hou� "Other Traffic Control Labor', per hour. "Off Duty Uniformed Police Officer°, per hour. "Portable Changeable Message �gn', per day. The Owner has estimated the cost at Forty-four and no/100 Dollars {�44.00) per hour for accomplishing the work of "Traffic Control labor" and has entered that amount in the bid proposai under the specific item to become part of the total bid by the Contractor. Any cost to tlae Contractor of providing this work over Forty-four and no/100 Dollars ($44.00) per hour, shall be incidental to other bid items, and no further compensation shall be made. Payment shall be limited to the labor required for flagging and handling signs and trati`ic control devices which are placed and removed or adjusted daily. It wili be the Contractor's responsibility to provide, for the Engineer's concurrence, a ' detailed summary of time expended on this item at the end of each working day. Pay quantities wil! be prepared on the basis of these daily summaries. Time which does not appear on these daily summaries will not be honored for payment. ' ' CI ' ' ' AA other items of work induded in this section and/or which are necessary for traffic control are incidental to the Contract, and no separate payment will be made. This includes but is not limited to: special signs required specificaily for the project, costs for cones, barricades, sequential arrow-boards, temporary pavement markings and other construcdon signing used on the project. Any special signs used will become property of the Owner upon completion of the project and wiil be delivered to the Owner by the Contractor (refer also to Secction 8-30 of these Special Provision). ENO OF DIVISION 1 City of Eederal Way 2013 Asphalt Overlay Project 106 RFB # 13-102 2013 DIVISION 2 fARTHWORK Wherever specifications are made for "Pavement Repair and Roadway Widening" in the following division, they shafl also apply to "Shoulder Reconstr�uuction and Shoulder �dening': 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2-01.1 Description Section 2-01.1 is supplement with the following: Clearing, grubbing, and roadside deanup shali be accomplished in rnnformance with Section 2-0i of the Standard Specifications, except as hereinafter amended. 2-01.4 Measureme�t Secclion 2-01.4 is supplement with the foilowing: "Clearing and Grubbing" shafl be considere�l inddental to the various bid items of the cantract and as such, will not be measured for separate paymen� 2-01.5 Payment Section 2-01.5 is supplement with the following: Payment wiil be made for the � f�llowing bid items per this section of the Standard Spedfications "Roadside Cleanup" by force account. For tfie purpose of providing a common proposal for all bidders and for that purpose on1y, the Owner has estimated the amount of force account for roadside cleanup and has arbitrarily entered that amount in the bid proposal, which shall then become part of the Contractor's total bid. 2-02 REMOVAL OP STRUCTURES AND OBSTRUCTTONS 2-02.3 Construc�ion Requirements Section 2-02.3 is supplemented with the following: The �emoval and disposal of facilities indicated shall be conducted in such a manner as not to damage utilities, or any portion of improvements that are to remain in place. Any damage caused by the Contractor and his operations shall be repaired, replaced, or otherwise properly restored to the satisfacfion of the Engineer at no cost to the Owner. Disposal shall be in accordance with Section 2-01 of the Standard Specifications and these Special Provisions. 2-02.3(3) Removal of Pavemen�, Sidewalks, and Curbs Secfion 2-02.3(3) is supplemented witfi the following: 1. AI1 broken-up pieces shaQ become the property of the Contractor and shall be removed from the project. CityofFederal Way RFB # i3-102 2013 Asphalt Overlay Project !07 2Ui3 , , � ' ' ' ' � , I� � 2. Prior to removal, the Contractor shall make a fuli-depth vertical sawcut between any sidewalk, curb ramp or curb and gutter that is to remain and the portion to be removed. The sawcut shall be at the nearest joint to form a neat line for removal from the project site. 3. Replace at no expense to the Owner and to the satisfaction of the Engineer any existing pavement, sidewalk, curb ramp, or curb and gutter designated to remain that is damaged during the removal operation. 4. The contractor shall make a neat full depth vertical sawcut in the existing pavement at a minimum distance of one (1) foot from the curb and gutter to be removed to provide a large enough area to build to curb and place and compact a pavement section. The approximate thickness of the existing asphalt concrete pavement in the roadway varies. Contractor's attention is also drawn to Section 8-04.3 of the Special Provisions. See standard plans for details. 5. The equipment and procedures used to make the full-depth sawcut shall be approved by the engineer. No waste water from the sawcutting operation shall be released directly to any stream or storm sewer system. 6. Extra care shall be taken to protect existing traffic loops that are to remain, when removing and replacing curb and gutter. Any traffic loops damaged by the Contractor shall be replaced at the Contractor's expense. 7. Pedestrian and wheel chair access to sidewalks must be maintained to one side of a street at all times. The Contractor shall not simultaneously remove existing cement concrete sidewalks, curb and gutter, truncated dome retrofit or wheel chair ramps at all four quadrants of an intersection. If it is not possible to restrict access to one side of a street, the contractor must provide proper wheelchair accessible pedestrian detours, per the MUTCD, around closed sidewalk areas. ' 2-02.3(4) Removal of Pavement Markings New Section �������� ' All pavement markings, including, but not limited to: paint, lane markers, traffic buttons, plastic markings, and adhesive residue shall be removed prior to overlay. This work shall be incidental to other bid items of the contract, and no separate payment will be made. ' , ' LJ ' , 2-02.3(5) Asphalt Concrete Sawcut New Section ������*� Where shown on the Plans or where directed by the Engineer, the Contractor shall make a neat, full-depth vertical saw cut at the boundaries of the area to be removed. Care shall be taken when sawcutting as not to damage any of the existing pavement to remain in place. Any pavement damaged by the Contractor due to his operations shall be repaired or replaced by him at his own expense. Where the Contractor chooses to use grinding or pulverizing to remove asphalt concrete pavement, the vertical line left by grinding or pulverizing shall be considered equivalent to a sawcut, but in that case no separate payment shall be made for sawcut. City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 108 2013 2-02.3(6) Removal of Trees New Section ���*���� Where shown on the plans or as directed by the Engineer, the Contractor shall remove trees and their associated roots to a depth of 2' below the existing surface, or the proposed grade whichever is deeper. The cleared area shall be backfilled with gravel borrow up to two (2) inches below finished grade and fill remainder with topsoil Type A, and seeded. Prior to backfilling, the cleared area shall be treated with a heavy concentration of Cross-Bow, Round-up or approved equivalent. All materials removed shall be disposed of by the Contractor off the project site, unless approved otherwise by the Engineer. 2-02.3(7) Adjust Existing Utility to Grade New Section �������� As shown on the Plans, existing utilities such as monuments, manholes, catch basin frames and grates, water valves, and meter boxes shall be adjusted to finished grade. The Contractor shall familiarize himself with the existing utility locations prior to the beginning of any work. The Contractor shall adjust City-owned utilities. Final adjustment shall be smooth and flush with finished grade. The Contractor shall mark the location of all utilities prior to paving the new surFace. Unless otherwise provide in the Special Provisions and Proposal, costs for adjusting utilities to grade, including coordinating the work with other utilities, shall be incidental to the various items of work and no additional compensation will be allowed. Existing facilities shall be adjusted to the finished grade as shown on the Plans and as further specified herein. Existing box, ring, grate, and cover shall be reset in a careful and workmanlike manner to conform to the new grade. Special care shall be exercised in all operations. Any damage occurring to the manholes, concrete catch basins, monument cases, valve boxes, or water mains, due to the Contractor's operations, shall be repaired at the Contractor's own expense. Adjustments shall be made using bricks, concrete blocks, or cement, and the interior of the manhole adjustment shall be mortared smoothly. All covers and frames shall be thoroughly cleaned. The Contractor shall be responsible for referencing and keeping a record of such references of all manholes, catch basins, monument cases, meter boxes, and valve boxes encountered, and shall submit a copy of these references to the Engineer. The manholes, catch basins, monument cases, and valve boxes shall be adjusted to grade in accordance with Section 1-05.3(1). 2-02.4 Measurement Section 2-02.4 is supplemented with the following: Removal of asphalt concrete pavement and base associated with the removal of curb and gutters, will not be measured, but will be considered as part of "Removal and Replacement Concrete Curb and Gutter" and "Wheelchair Ramps, Complete': Sawcutting sidewalks, driveways, curb and gutters, truncated dome retrofits will be incidental to the removal and replacement of those items. Sawcutting for wheelchair ramps shall be incidental to "Wheelchair Ramps, Complete", per each. Sidewalk, driveway, curb ramp, extruded curb, or curb and gutter removal and replacement shall be measured and paid for as provided for under the appropriate bid items in Sections 8-04 and 8-14 of the Special Provisions. ' �' , ' ' , ' �^ .j ' �� , � ,� ' ' � ' ' �J City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 109 2013 ' CJ , ' ' I'� LJ ' 1 ' �, ' Removal of Cement Concrete Panel shall be measured by the square yard. Removal of trees shall be measured per each and shall include removal of the tree, its roots and the soil surrounding the roots, backfill and seeding, and any restoration necessary as determined by the Engineer. 2-02.5 Payment Section 2-02.5 is supplemented with the following: Payment will be made for each of the following bid items that are in the proposal: 1. "Asphalt/Cement Concrete Sawcut", per lineal foot, the contract bid price shall be for a full-depth sawcut. 2. "Tree Removal', per each. 3. "Removal of Cement Concrete Panel", per square yard. The contract bid prices, including all incidental work, shall be full compensation for all labor, material, tools, disposal fees, and equipment necessary to satisfactorily complete the work as defined in these Special Provisions, including properly disposing of the removed materials off-site and leaving what is to remain in good condition. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.1 Description Section 2-03.1 is supplemented with the following: Roadway excavation shall include excavation for patching, roadway reconstruction and roadway widening. 2-03.3(14)) Gravel Borrow Including Haul Section 2-03.3(14) is supplemented with the following: � Where patching, roadway reconstruction or roadway widening is called for, either as shown on the Plans or as directed by the Engineer, it is the intent to excavate to a depth shown on the Plans as the bottom of the crushed surfacing top course. LJ ' Where and if the Engineer determines that unstable subgrade material exists below this depth, the Engineer may direct the Contractor to excavate an additional depth to stabilize the area. When an excavation depth exceeds the bottom of the proposed crushed surfacing top , course, the area below the crushed surfacing top course shall be backfilled with "Crushed Surfacing Top Course for Pavement Repair and Roadway Widening, Incl. Haul': , Excavation and backfill below grade as heretofore defined for Gravel Borrow Including Haul shall be included in the unit contract price for "Crushed SurFacing Top Course for Pavement Repair and Roadway Widening, Incl. Haul" and "Roadway Excavation, Incl. Haul': , 2-03.4 Measurement Section 2-03.4 is supplemented with the following: �J City of Federal Way RFB # 13-102 , 2013 Asphalt Overlay Project 110 2013 "Roadway Excavation Incl. Haul" measurement for roadway excavation including haul shall be in accordance with Section 2-03.4 of the Standard Specifications. 2-03.5 Payment Section 2-03.5 is supplemented with the following: "Roadway Excavation Incl. Haul" shall be paid by the cubic yard, neat line measure. No separate payment will be made for haul or wasting excavated material. 2-06 SUBGRADE PREPARATION Subgrade preparation for Pavement Repair and Roadway Widening shall be accomplished in accordance with section 2-06. 2-06.3(2) Subgrade for Pavement Section 2-06.3(2) is supplemented with the following: At locations designated in the field by the Engineer, the existing roadway will be widened or reconstructed. The existing and final pavement widths vary, and shall be as determined by the Engineer. 2-06.5 Measurement and Payment Section 2-06.5 is supplemented with the following: All costs for providing materials and construction for subgrade preparation, shall be included in the contract prices for "Crushed SurFacing Top Course for Pavement Repair and Roadway Widening, Incl. Haul", and "HMA Class '/z" PG 64-22 for Pavement Repair and Roadway Widening", respectively. 2-07 WATERING Water required for compacting embankments, construction subgrade, placing crushed surFacing, grinding, pulverizing, dust control, and as the Engineer requires shall be provided in accordance with Section 2-07.3 of the Standard Specifications. 2-07.5 Payment Section 2-76.5 is supplemented with the following: All costs for providing and applying water shall be considered incidental to and included in the unit contract prices for the various items involved. 2-12 CONSTRUCTION GEOSYNTHETIC 2-12.3 Construction Requirements Section 2-12.3 is supplemented with the following: The area to be covered by the geosynthetic shall be graded to a smooth, uniform condition free from ruts, potholes, and protruding objects such as rocks or sticks. The geosynthetic shall be spread immediately ahead of the covering operation. The geosynthetic shall not be left exposed to sunlight during installation for a total of more than 5 calendar days. The geosynthetic shall be laid smooth without excessive wrinkles. Under no circumstances shall the geosynthetic be dragged through mud or over sharp objects which could damage the ' LJ `�1 ,_ ,' ' ' ' ' � ' , ;u � � , ' ' ' ' City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 111 2013 ' 1 geosynthetic. The cover material shall be placed on the geosynthetic in such a manner , that a minimum of 12 to 18 inches of material, depending on the survivability of the geosynthetic, will be between the equipment tires or tracks and the geosynthetic at alt times. Construction vehicles shall be limited in size and weight such that rutting in the ' initial lift above the geosynthetic is not greater than 3 inches deep, to prevent overstressing the geosynthetic. Turning of vehicles on the first lift above the geosynthetic will not be permitted. End-dumping the cover material directly on the geosynthetic will not be � permitted. Compaction of the first lift above the geosynthetic shall be limited to routing of placement and spreading equipment only. No vibratory compaction will be allowed on the first lift. �� ' � � Pegs, pins, or the manufacturer's recommended method shall be used as needed to hold the geosynthetic in place until the specified cover material is placed. Should the geosynthetic be torn or punctured or the overlaps or sewn joints disturbed, as evidenced by visible geosynthetic damage, subgrade pumping, intrusion, or roadbed distortion, the backfill around the damaged or displaced area shall be removed and the damaged area repaired or replaced by the Contractor at no cost to the Contracting Agency. The repair shall consist of a patch of the same type of geosynthetic placed over the damaged area. The patch shall overlap the existing geosynthetic a minimum of 2 feet from the edge of any part of the damaged area. ' If geosynthetic seams are to be sewn in the field or at the factory, the seams shall consist of two parallel rows of stitching. The two rows of stitching shall be 0.5 inch apart with a tolerance of 0.25 inch and shall not cross, except for restitching. The stitching shall be a � lock-type stitch. The minimum seam allowance, i.e., the minimum distance from the geosynthetic edge to the stitch line nearest to that edge, shall be 1.5 inches if a flat or prayer seam, Type SSa-2, is used. The minimum seam allowance for all other seam types , shall be 1.0 inch. The seam, stitch type, and the equipment used to perform the stitching shall be as recommended by the manufacturer of the geosynthetic and as approved by the Engineer. � � � � � � � The seams shall be sewn in such a manner that the seam can be inspected readily by the Engineer or his representative. The seam strength will be tested and shall meet the requirements stated in this Special Provision. 2-12.4 Measurement Section 2-12.4 is supplemented with the following: Construction geosynthetic for separation when used under pavement areas to separate the top course from the subgrade, will be measured by the square yard for the ground surFace area actually covered. 2-12.5 Payment The unit contract price for "Construction Geosynthetic for Separation", per square yard as included in the proposal shall be full pay to furnish all materials, labor, and equipment, and to complete the work as specified. END OF DNISION 2 City of Eederal Way RFB # 13-102 � 2013 Asphalt Overlay Project 112 2013 DIVISION 3 PRODUCTION FROM QUARRY AND PIT SITES AND STOCKPILING 3-01 PRODUCTION FROM QUARRY AND PIT SITES 3-01.4 Contractor Furnished Material Sources Section 3-01.4 is suppiemented with the following: No source has been provided for any materials necessary for the construction of this improvement. If the sources of material provided by the Contractor necessitates hauling over roads other than City streets, the Contractor shall, at his own cost and expense, make all arrangements for the use of the haul routes. 3-01.6 Payment Section 3-01.6 is supplemented with the following: Any work performed by the Contractor under Division 3 shall be considered incidental to the furnishing of materials. All cost of acquiring, producing, and placing this material shall be incidental to and included in the unit contract prices for the various items involved. END OF DIVISION 3 City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 113 2013 � � � ' � DIVISION 4 BASES Wherever specifications are made for "Pavement Repair and Roadway Widening" in the following division, they shall also apply to "Shoulder Reconstruction and Shoulder Widening': 4-04 BALLAST AND CRUSHED SURFACING Crushed surfacing shall be accomplished in accordance .with Section 4-04 of the Standard Specifications. 5/8" Minus crushed rock may be substituted for Maintenance Rock. 4-04.4 Measurement Section 4-04.4 is supplemented with the following: Crushed surfacing Top Course and Maintenance Rock for Shoulder Reconstruction shall both be measured by the ton. 4-04.5 Payment Section 4-04.5 is supplemented with the following: Payment will be made for the following bid items: � 1. "Crushed SurFacing Top Course for Pavement Repair and Roadway Widening, Incl. Haul", per ton. 2. "Maintenance Rock for Shoulder Reconstruction, Incl. Haul", per ton. � � 'J � � , The Contract bid price above, including all incidental work, shall be full compensation for all labor, materials, tools, and equipment necessary to satisfactorily complete the work as defined in the Standard Specifications and these Special Provisions. END OF DIVISION 4 City of Federal Way RFB # 13-102 � 2013 Asphalt Overlay Project 114 2013 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS Wherever specifications are made for "Pavement Repair and Roadway Widening" in the following division, they shall also apply to "Shoulder Reconstruction and Shoulder Widening': 5-04 HOT MIX ASPHALT Hot Mix Asphalt (HMA) shall be constructed in accordance with Section 5-04 of the Standard Specifications except as modified hereinafter. 5-04.2 Materials Section 5-04.2 is supplemented with the following: Tack Coat All coatings for tack coat shall be considered as incidental to and included in the unit contract price for all classes of HMA. 5-04.3 Construction Requirements Section 5-04.3 is supplemented with the following: HMA Class �/z" PG 64-22 shall be placed to the compacted depths shown on the Plans and as leveling and wearing course where shown or noted. HMA over three inches (3") in compacted depth shall be placed in two (2) equal lifts. Placement shall be in accordance with applicable Sections of 5-04 of the Standard Specifications, except that longitudinal joints between successive layers of HMA shall be displaced laterally a minimum of twelve inches (12"). During placement, the composition of the mix shall be subject to adjustment of the percentage of sand, filler, and asphalt as directed by the Engineer. Feathering Asphalt Concrete Pavement The Contractor shall feather the HMA overlay in a manner to produce a smooth riding connection to the existing pavement. All costs in connection with providing, placing, and feathering the HMA shall be incidental to and included in the unit contract price for "HMA Class �/z" PG 64-22". 5-04.3(5) Conditioning of Existing Surface Section 5-04.3(5) is supplemented with the following: Prior to paving, the Engineer shall mark all areas requiring a preleveling and review these areas with the Contractor. Compaction of prelevel shall be by pneumatic roller only. All costs in connection with providing and placing prelevel HMA Class �/z" PG 64-22 shall be measured by the ton and paid at the unit contract bid price for "HMA Class 1h" PG 64-22 for Preleveling". t � � � �� � � `LJ �� � � � � City of Federal Way RFB # 13-102 � 2013 Asphalt Overlay Project 115 2013 � i � � �' � 5-04.3(5)A Preparation of Existing Surfaces Section 5-04.3(5)A is supplemented with eh following: Any removal of material overgrowing the roadway, such as grass or moss, in areas that are not to be repaired, will be paid as force account, under the following bid item per section 2- 01.5 of the Standard Specifications: "Roadside Cleanup" by force account. Removal of other material, such as leaves or debris that is not growing on the surface of the pavement, will be considered incidental to the project. All areas in which growing material was removed from the roadway shall be treated with Soil Residual Herbicide per section 5-04.3(5)D. 5-04.3(5)C Crack Sealing Section 5-04.3(5)C is amended as following: All streets must be crack sealed, and all costs in connection with crack sealing shall be paid under the following bid items per section 2-01.5 of the Standard Specifications: "Roadside Cleanup" by force account. 5-04.3(5)D Soil Residual Herbicide Section 5-04.3(5)D is amended as following: Soil Residual Herbicide shall be placed in all areas as needed, as directed by the Engineer, � and all costs for Soil Residual Herbicide shall be incidental and included in the unit contract price for " HMA Class'/z" PG 64-22". � � � � 5-04.3(5)E Pavement Repair Section 5-04.3(5)E is supplemented with the following: Pavement repair consists of asphalt concrete sawcut, removing asphalt concrete pavement, crushed surFacing and subgrade, and installing Construction Geosynthetic for Separation, placing crushed surfacing top course, and HMA in accordance with the details shown in the Plans or as directed by the Engineer. Pavement repair excavation may also be performed by the use of a milling machine of a type that has operated successfully on work comparable with that to be done under the contract and shall be approved by the Engineer prior to use. If a milling machine is used for excavation, the excavation shall be in accordance with the '�Atternative Pavement Patching Detail" shown in the Plans or as directed by the Engineer. In all types of excavation, after the removal of the asphalt, the base material will be evaluated by the inspector, to determine if it is suitable. If the base is determined not to be suitable, removal of the base material, per the typical details shown in the plans, shall be perFormed, and restoration will be per the typical detail, regardless of the method used for excavation. The dimensions shown on the Plans for pavement repair are approximate and are provided � for bidding purposes only. The actual dimensions to be used will be marked by the Engineer at the time of construction. No changes to the unit prices bid for the various items will be permitted due to any increase or decrease in the amount of pavement repair. � City of Federal Way RFB # 13-102 � 2013 Asphalt Overlay Project 116 2013 Contractor shall complete each pavement repair location within one working day if the pavement repair is located within the traveled way. Payment for pavement repair shall be by the unit prices bid for "Asphalt/Cement Concrete Sawcut', "Roadway Excavation, Incl. Haul", "Crushed Surfacing Top Course for Pavement Repair and Roadway Widening, Incl. Haul ; and '�HMA Class �h" PG 64-22, for Pavement Repair and Roadway Widening', specified herein. If a milling machine is used for pavement excavation, payment shall be by the unit bid prices for "Roadway Excavation, Incl. Haul', based upon a neat line measurement of the excavated area. 5-04.3(7)A Mix Design 5-04.3(7)A1 General Section 5-04.3(7)A1 is supplemented with the following: The Contractor shall provide the City a mix design for all specified classes of mix and binder type that has been approved by WSDOT within the last 12 months. The mix design(s) shall have met all the requirements of Sections 9-03.8(2) and 9-03.8(6). The Contractor shall also provide documentation that the aggregates and binder used are the same as those used to meet the requirements for the WSDOT approved mix design. In no case shall the Contractor begin paving before the City has approved the submitted mix design(s). 5-04.3(8) Mixing 5-04.3(8)A Acceptance Sampling and Testing — HMA Mixture Delete Section 5-04.3(8)A in its entirety and replace it with the following: 1. General: Dense graded mixes (HMA Classes �/z" and 1'� shall be evaluated for quality of gradation and asphalt binder content by the Contractor and the test report submitted to the City Project Engineer. 2. Aggregates: Aggregates for HMA shall be manufactured from ledge rock, talus, or gravel in accordance with Section 3-01. The material from which they are made shall meet the requirements of Section 9-03.8(2). 5-04.3(8)B Basis of Acceptance ���*���� New Section The Contractor submitted reference mix design shall conform to the following requirements. HMA will be accepted based on its conformance to the project job mix formula ()MF) provided by the Contractor and laboratory density tests. For the acceptance of a project JMF, the Contractor shall submit to the Engineer a laboratory report stating that the representative samples of the various aggregates and blend sand to be used, along with the gradation data, the various aggregate stockpile averages, the proposed combining ratios, and the average gradation of the completed mix have been verified. A. Tolerances — Nonstatistical Acceptance. After the )MF is determined, the constituents of the mixture at the time of acceptance shall conform to the range of the proportion specified in the broad band specifications in for gradation and the design mix asphalt binder content plus or minus 0.5 percent. '� � � � � � � City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 117 2013 � t � � �� B. Adjustments: 1. Aggregates. Upon written request from the Contractor, the Project Engineer may approve field adjustments to the JMF including the Contractor's proposed combining ratios for mineral aggregate stockpiles and blend sand. The maximum allowed gradation change shall be 2 percent for the aggregate retained on the No. 10 sieve and above, 1 percent for the aggregate passing the No. 10 and No. 40 sieves, and 0.5 percent for the aggregate passing the No. 200 sieve. Blend sand may be changed a maximum of 5 percent. The above adjustments and/or any further adjustments as ordered by the Engineer will be considered as a new JMF. Adjustments beyond these limits will require development of a new JMF. The adjusted ]MF plus or minus the allowed tolerances shall be within the range of the broad band specifications. 2. Asphalt Binder Content. The Project Engineer may ord Contractor's request to change asphalt binder content 0.3 percent from the approved JMF. No field adjust relative to the asphalt binder content exceeding 0.3 initial 7MF will be made without approval of the Engineer. 2. Hot Mix Asphalt Mixture: A. Sampling: er or approve the a maximum of - ments of the JMF percent from the 1. A sample will not be obtained from either the first or last 25 tons of mix � produced in each production shift. No samples shall be taken for daily quantities under 250 tons in a day. � 2. Samples for compliance of gradation and asphalt binder content will be obtained on a random basis from the hauling vehicle. The Contractor shall provide adequate platForms to enable samples to be obtained in � accordance with WAQTC FOP for AASHTO T 168. The platforms shall allow the sample to be taken without the Engineer entering the hauling vehicle. �� � � 6. Test Results. The Contractor will furnish the Engineer with a copy of the results. C. Test Methods. Acceptance testing for compliance of asphalt binder content will be WSDOT FOP for AASHTO Test Method T 308. Acceptance testing for compliance of gradation will be WAQTC FOP for AASHTO T 27&T11. E. Rejection by Contractor: The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material at no expense to the City. Any such new material will be sampled, tested, and evaluated for acceptance. 5-04.3(10) Compaction 5-04.3(10)B Control . Delete Section 5-04.3(10)B in its entirety and replace it with the following: City of Federal Way RFB # 13-102 � 2013 Asphalt Overlay Project 118 2013 For HMA, where paving is in the traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization, and the specified compacted course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum of ninety-two percent (92%) of the maximum density as determined by WSDOT Test Method 705. The level of compaction attained will be determined as the average of not less than five (5) nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations within each lot. The quantity represented by each lot will be no greater than a single day's production or approximately 400 tons, whichever is less. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material. At the option of the Engineer, noncomplying material may be accepted at a reduced price. Cores may be used as an alternate to the nuclear density gauge tests. When cores are taken by the Engineer at the request of the Contractor, the request shall be made by noon of the first working day following placement of the mix. The Engineer shall be reimbursed for the coring expenses at the rate of Two Hundred and 00/100 Dollars ($200.00) per core when the core indicates the acceptable level of compaction within a lot has not been achieved. At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compatibility of the mix design. Compatibility shall be based on the ability of the mix to attain the specified minimum density (ninety-two percent (92%) of the maximum density determined by WSDOT Test Method 705). Following determination of compatibility, the Contractor is responsible for the control of the compaction effort. If the Contractor does not request a test section, the mix will be considered compactable. HMA constructed under conditions other than 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. Preleveling mix shall be compacted to the satisfaction of the Engineer. In addition to the randomly selected locations for tests of the control lot, the Engineer reserves the right to test any area which appears defective and to require the further compaction of areas that fall below acceptable density readings. These additional tests shall not impact the compaction evaluation of the entire control lot. 5-04.3(14) Planing Bituminous Pavement Section 5-04.3(14) is supplemented with the following: The roadway shall be planed only within the limits shown on the Plans and as directed by the Engineer. The beginning and ending of each lane of planing shall be squared off to form a uniform joint. All "fins" and small sections of old pavement remaining around existing castings shall be removed by hand operations, if necessary, to provide a stable edge for overlay pavement. � � � � � � � City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 119 2013 � t_ � The Contractor shall provide for safe vehicular travel over existing manholes, valve boxes, � � etc., during planing operations. � Prior to opening to traffic, any delaminating of existing HMA shall be removed from the site and resulting holes shall be patched with HMA Class �/2" PG 64-22, and shall be paid under "HMA Class �/2" PG 64-22, for Repair and Roadway Widening". Also, the surface shall be cleaned by sweeping to remove dust and foreign matter. A sweeper shail be present at all � times during planing operations. � Planing and paving activities shall be coordinated so that all planed sections of roadway are overlaid within seven (7) working days. HMA Planings � The Contractor shall have the option of utilizing up to twenty percent (20%) asphalt concrete planings in the production of HMA. Planings shall be clean and free of � contamination and sized prior to mixing to assure a uniform mix. The Engineer may modify the planing maximum mix size if the planings are not breaking down during mixing and heating. The gradation of the HMA mix shall be the responsibility of the Contractor. When combined with recycled material the HMA shall meet the gradation specification for the specified class. The Contractor shall submit his proposal for proportions of recycled material, including � representative samples taken in the presence of the Engineer, to be used. The Contractor shall allow 14 days after delivery to the City Materials Laboratory for approval of the mix. Additional time may be required if proportions do not make an adequate design or if more � than one source of material is being approved. Production of HMA will not commence until a job mix design has been approved. Butt )oints Butt joints shall be planed to the dimensions shown in the Plans. Measurement shall be by the square yard for Planing of Bituminous Pavement as specified in Section 5-04.4 of the Standard Specifications. Damage Damage from planing beyond the planing limits or from the Contractor's operations shall be repaired at the Contractor's expense. 5-04.3(17) Paving Under Traffic Section 5-04.3(17) is supplemented with the following: � The Contractor shall install, maintain, and remove approved four inch (4") wide reflective traffic tape, and/or temporary reflective lane markers, when paint lines or other pavement markings are obliterated due to construction activities or pavement restoration, whenever � permanent pavement markings are included in the Contract and traffic is released onto public streets or roadways prior to installation of permanent pavement markings, or as directed by the Engineer. � � City of Federal Way RFB # 13-102 � 2013 Asphalt Overlay Project 120 2013 The Contractor shall perForm preliminary layout work to the satisfaction of the Engineer prior to installation of the temporary pavement markings. The temporary pavement markings shall be installed and maintained to the satisfaction of the Engineer until the permanent pavement markings are installed and approved in writing by the Engineer. After approval of permanent lane markings, the Contractor shall remove the temporary lane markings to the satisfaction of the Engineer. All permanent pavement markings must be placed no later than seven (7) calendar days after the final lift of paving is completed, except 90-mil methyl methacrylate materials, which must be placed no later than twenty- one (21) calendar days after the final lift of paving is completed. Appropriately colored 4-inch wide reflective traffic tape shall be installed with a skip pattern based on a 10-foot unit consisting of a 1-foot line of tape and a nine foot (9') gap, unless otherwise specified on the Plans or in the Special Provisions. Reflective traffic tape markings shall generally follow the alignment for the permanent pavement markings and double lines shall be used when specified for the permanent pavement markings. Reflective tape shall not be used when the temporary pavement markings are to be exposed to traffic for more than two weeks without the written approval of the Engineer. All costs in connection with temporary tape shall be incidental to and included in the unit contract price for "HMA Class �h" PG 64-22". 5-04.3(20) Anti-Stripping Additive Section 5-04.3(20) is supplemented with the following: When an approved anti-striping additive is added to a class of asphalt concrete pavement as a result of a proper mix design, it shall be approved by the City. Once designated for use on a specific project, the brand, grade, or percentage of anti-stripping additive shall not be changed without approval of the Engineer. All anti-strip additive shall be considered as incidental to and included in the unit contract price for all classes of HMA. 5-04.3(22) Paving Fabric �������� New Section Paving fabric shall be placed before placement of asphalt concrete overlay and only after the entire area has been crack sealed and preleveled. Materials Asphalt Cement: CSS-1 per Section 9-02 Bituminous Materials of the Standard Specifications. Fabric: Nonwoven polypropylene material. Weight Tensile Strength, either direction Elongation Asphalt Retention Melting Point SurFace Texture Equipment Requirements City of Federal Way 2013 Asphalt Overlay Project 121 3 to 5 ozs./SY 90 Ibs. minimum 50% minimum 0.2 gal./SY minimum 300 Heat-Set on One Side � � � � � � � RFB # 13-102 zo�3 l � � � � � All equipment, tools, and machines shail be subject to approval of the Engineer. Surface cleaning equipment shali be capable of removing oil, grease, and other objectionable materials from the pavement surf'ace. Application equipment shall consist of brooms and distributor. The distributor shall have a capacity of not less than 1,000 gallons. Asphalt shall be uniformly applied at the specified rate. The distributor shall be equipped with a ten foot (10') spray bar and extensions, pressure pump and gauge, volume gauge located to be easily read by the inspector from the ground, a tachometer to control accurately the speed and spread of asphalt and two thermometers-one to be permanently installed indication continuous asphalt temperatures. Power for the pressure pump shall be supplied by an independent power unit developing a minimum of 25 psi pressure at the spray bar. Surface Preparation The pavement surFace shall be dry and free of all foreign materials such as dirt, vegetation, grease, oil, etc. Cracks shall be filled per Section 5-04.3(5)C Crack Sealing of the Standard Specifications Holes shall be repaired per section 5-04.3(5)E "Pavement Repair". Where HMA depths are 2 inches or less, soil residual herbicide shall be applied to the subgrade per Section 5-04.3(5)D Soil Residual Herbicide of the Standard Specifications. Payment for Soil Residual Herbicide shall be incidental to and be included in the unit price for "Paving Fabric°. Asphalt Application The asphalt, with minimum temperature of 290 degrees F, shall be sprayed uniformly at the rate of 0.25 to 0.30 gallons per square yard over the area to be fabric covered. The Contractor shall shield preceding applications to avoid laps and ridges at separate applications of asphalt. Applications of asphalt in inaccessible areas may be provided by a suitable hand sprayer. Fabric Application The Contractor shall not begin fabric application until the Engineer has determined that the site is properly prepared and all materials, equipment, and labor are ready. Since fabric cannot be moved once placed, the initial alignment is very important. If alignment is to be changed, the fabric shall be cut and realigned with an overlapping joint a minimum of six inches (6") in the direction of traffic. For transverse lapped joints the top fabric shall be folded back six inches (6") to allow application of 0.005 gallons per square yard of asphalt. The joint shall be broomed and squeegeed to form a smooth lap. The fabric shall be broomed into the asphalt eliminating all air bubbles. Weather Limitations Work shall only be done during dry conditions above 60 degrees F or in accordance with the manufacturer's recommendations or requirements. Membrane Curing � The entire surface of the embedded into the asphalt. fabric shall be pneumatically rolled until the fabric is well City of Federal Way RFB # 13-102 � 2013 Asphalt Overlay Project 122 2013 HMA Overlay The HMA overlay shall immediately follow the fabric installation. The fabric manufacture's recommendations and requirements regarding asphalt temperature, protection of fabric, rolling temperature and technique, etc. shall be followed. The Contractor shall not place more fabric than can be overlaid on the same day. No fabric except that which is required for normal lapped joints shall be exposed to traffic. In the event the traffic must drive on the fabric, the fabric shall be dusted with sand to prevent tire pickup of asphalt. Before resuming asphalt overlay, the sand shall be swept clean from the fabric. 5-04.5 Payment Payment will be made per the Standard Specifications for each of the following bid items that are included in the proposal: "HMA Class 1/z" PG 64-22', per ton. "HMA Class �/z" PG 64-22, for Pavement Repair and Roadway Widening', per ton. "HMA Class'/z" PG 64-22 for Preleveling", per ton. "Planing Bituminous Pavement', per square yard. "Paving Fabric", per square yard. The contract bid prices above, including all incidental work shall be full compensation for all prime coat, tack coat, labor, materials, tools and equipment necessary to satisfactorily complete the work as defined in the Standard Specifications and the Special Provisions. 5-04.5(1) Quality Assurance Price Adjustments Delete Section 5-04.5(1) in its entirety. 5-04.5(1)A Price Adjustment for Quality of HMA Mixture Delete Section 5-04.5(1)A in its entirety. 5-04.5(1)B Price Adjustment for Quality of HMA Compaction Delete Section 5-04.5(1)6 in its entirety. END OF DNISION 5 � � � � � � � ,� � � City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 123 2013 � � � � DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS Adjustments and repair of manholes and catch basins shall be in accordance with Section 7-05 of the Standard Specifications except as modified hereinafter. 7-05.3(1) Adjusting Manholes, Catch Basins to Grade Section 7-05.3(1) is supplemented with the following: The existing cast iron ring and cover on manholes and the frame and grate on catch basins, �! shall be removed and be reinstalled at the new elevation, frame ring extensions may not be used. Contractor shall submit catalog cuts of extensions for approval. � For the excavation and restoration for adjustment of catch basins and manholes, final adjustment of all covers and access entries shall be made following final paving per Section 8.04 of the King County Road Standards, except that in part three only concrete will be � allowed, no crushed rock or ATB, per the detail included in Appendix 6. The City of Federal Way Surface Water Maintenance will provide high impact risers and lids for specified manholes or catch basins. All catch basin frames and grates removed shall remain the property of the City and shall be delivered by the Contractor to the City as directed by the Engineer. 7-05.4 Measurement Section 7-05.4 is supplemented with the following: Locking Metal Cover and Frame for Catch Basin shall be measured per each. � Repair Catch Basins shall be measured per each. Adjustment of Manholes, Catch Basins, and Inlets will be measured per each. � � 7-05.5 Payment Payment will be made for each of the following bid items that are included in the proposal: "Adjust Manholes", per each. "Adjust Catch Basins", per each. The contract bid prices for the above, including all incidental work, shall be full compensation for all labor, materials, tools, and equipment necessary to satisfactorily complete the work as defined in the Standard Specifications and these Special Provisions. Sawcutting, pavement removal and repair, excavation, curb and gutter removal and � replacement, and any other work required to complete the items of work shall be considered incidental to other bid items, and no separate payment will be made. � END OF DNISION 7 City of Federal Way � 2013 Asphalt Overlay Project 124 RFB # 13-102 2013 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-04 CURB, GUTTERS, AND SPILLWAYS 8-04.3 Construction Requirements Section 8-04.3 is supplemented with the following: The subgrade for curb and gutter sections shall be compacted to ninety-five (95%) percent density. A minimum of four (4) inches of CSTC, compacted to ninety-five (95%) percent density shall be placed under curb and gutter prior to installation. The top of the finished concrete shall not deviate more than one-eighth inch (1/8'� in ten feet (10� or the alignment one-fourth inch (1/4'� in ten feet (10�. The existing concrete curb and gutter shall be removed in accordance with section 2- 02.3(3) which leaves a two (2) feet gap. This gap shall have its subgrade prepared and be paved with a minimum of four inches (4") CSTC and three inches (3") HMA Class �/z" PG 64-22 (compacted depths), or match existing depths whichever is greater. See standard plans for details. Cement Concrete Curb and Gutter, Mountable Cement Concrete Curb and Cement Concrete Extruded Curb shall be removed and replaced as shown on the plans or at designated locations as directed by the City. Cement Concrete Curb and Gutter at existing curb ramps shall be removed and replaced as shown on the plans or at designated locations as directed by the City. Extra care shall be taken to protect existing traffic loops to remain, when removing and replacing pavement, curb and gutter. Any traffic loops damaged by the Contractor shall be replaced at the Contractor's expense. New curb and gutter shall conform to the details on the design plans and Current WAC for Barrier Free Design. Mountable Cement Concrete Curb and Extruded Concrete Curb shall be placed no later than seven (7) calendar days after the final lift of paving has been completed in each Schedule where required. . Mountable Cement Concrete Curb shall be painted with two full coats of paint formula No. H-2-83 as shown in the Plans or as designated by the Engineer. The paint can be applied by brush or spray. The second coat shall have glass traffic paint beads sprinkled in the wet paint at the rate of 12 pounds per 100 linear foot of curbing. The beads shall conform to the requirements of Section 9-34.4. Pedestrian Refuge Islands � � � � � � � � � � City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 125 2013 � � � Cement Concrete Extruded Curb, shall be installed per plans and details for Pedestrian Refuge Islands. A minimum of four (4) inches of CSTC, compacted to ninety-five (95%) percent density shall be placed inside of cement concrete extruded curb for the construction of Pedestrian Refuge Islands. Two inches (2") HMA Class �/z" PG 64-22 (compacted depths), and match top of cement � concrete extruded curb for the construction of Pedestrian Refuge Islands. See standard plans for details. � � � Cement concrete extruded curb shall be painted per WSDOT standard specification 8- 07.3(2). Pedestrian Refuge Islands in the roadway are painted yellow and the Modified Pedestrian Refuge Island is painted white. If any section of curb and gutter, mountable cement concrete curb or extruded concrete curb is damaged due to vandalism, such as writing, by vehicles or pedestrians, the entire section, between joints, shall be removed and replaced, at no cost to the City. 8-04.4 Measurement Section 8-04.4 is supplemented with the following: The City inspector shall designate the locations and limits of removal and replacement. All curb and gutter, mountable cement concrete curb and extruded curb removal and � replacement will be measured by the lineal foot along the line and slope of the completed curb and gutter, and extruded curb. Cement concrete curb and gutter removal and replacement for wheelchair ramps will be incidental to "Wheelchair Ramps, Complete", per � each. The City inspector shall designate the locations and limits of removal and replacement. � � Where shown on the plans or as directed by the Engineer, existing ramps to be removed and reptaced with cement concrete sidewalk, curb and gutter, the curb and gutter shall be measured by the lineal foot of curb and gutter replaced, and shall be paid at the unit contract bid price for "Removal and Replacement of Existing Concrete Curb and Gutter". Pedestrian Refuge Island, Complete shall be measured per each, and shall include all items � necessary to install a complete Pedestrian Refuge Island per appropriate detail, and shall include the removal of existing pedestrian refuge island. The City inspector shall designate the locations and limits of removal. � � � No separate measurement shall be made for installation or painting of Cement Concrete Extruded Curb or installation of detectable warnings (Truncated Domes) and will be incidental to'�Pedestrian Refuge Island, Complete", per each. 8-04.5 Payment Payment for the removal and replacement of concrete curb and gutter, and concrete extruded curb, with the exception of removal and replacement of concrete curb and gutter for wheelchair ramps shall be included in the following: City of Federal Way RFB # 13-102 � 2013 Asphalt Overlay Project 126 2013 1. "Removal and Replacement of Existing Concrete Curb and Gutter", per lineal foot. 2. "Removal and Replacement of Existing Concrete Extruded Curb", per lineal foot. 3. "Removal and Replacement of Existing Mountable Cement Concrete Curb", per lineal foot. 4. ��Pedestrian Refuge Island", per each. The unit contract price per linear foot shall be full payment for all incidental work, excavation, forms, preparation of subgrade, placement, backfill and compaction, HMA Class 1/2" PG 64-22 and CSTC for pavement repair, and all other materials, tools, equipment, and labor required for the construction of same. The unit bid price in the Proposal for "Pedestrian Refuge Island, Complete" will be full compensation for the cost of any and all excavation, forms, preparation of subgrade, placement, backfill and compaction, HMA Class �h" PG 64-22 and CSTC, paint, detectable warning strips per detail, and all other materials, tools, equipment, and labor required for the construction of same and are incidental to the other bid items within the proposal. 8-07 PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB 8-07.1 Description Section 8-07.1 is supplemented with the following: This work shall consists of removing, furnishing and replacing precast traffic curb as specified in the Plans or as directed by the Engineer, in accordance with the WSDOT standard specifications and these special provisions. 8-07.4 Measurement Section 8-07.4 is supplemented with the following: Where shown on the plans or as directed by the Engineer, existing Type C Precast Traffic Curb is to be removed and replaced and shall be measured by the lineal foot of curb replaced, and shall be paid at the unit contract bid price for "Removal and Replacement of Type C Precast Traffic Curb". All Type C Precast Traffic Curb shall be placed no later than seven (7) calendar days after the final lift of paving has been completed in each Schedule where required. 8-07.5 Payment Section 8-07.5 is supplemented with the following: "Removal and Replacement of Type C Precast Traffic Curb", per lineal foot. The unit contract price per linear foot shall be full payment for all incidental work, including the removal and disposal of the existing curb, and pavement repair, and all other materials, tools, equipment, and labor required for the construction of same. 8-09 RAISED PAVEMENT MARKERS Raised pavement markers shall be in accordance with Section 8-09 of the Standard Specifications. All Raised Pavement Markers shall be placed no later than seven (7) days after the final lift of paving has been completed in each Schedule where required, except in areas where 90-mil methyl methacrylate materials have been used for pavement markings, in which � � � � � � � � City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 127 2013 � � � � case the Raised Pavement Markings shall be placed no later than twenty-one (21) days after the final lift of paving has been completed. 8-09.5 Payment Payment will be made for each of the following bid items that are included in the praposal: "Raised Pavement Marker Type 2", per hundred. "Hydrant Marker Type 2B", per each. 8-13 MONUMENT CASES 8-13.3(1) Adjusting Monument Cases �������� New Section The existing cast iron ring and cover on monument cases shall be removed and replaced at the new elevation, frame ring extensions may not be used. Contractor shall submit catalog cuts of extensions for approval. Following monument case adjustment, the monument shall be verified for position by the City. � If the monument has been displaced by the Contractor's operations, the Contractor shall at his own expense, remove and replace the case and reestablish the monument. � � 8-13.5 Payment Payment will be made for each of the following bid items that are included in the proposal: "Adjust Existing Monument Case and Cover", per each. The contract bid price for the above, including all incidental work, shall be full compensation for all labor, materials, tools, and equipment necessary to satisfactorily complete the work as defined in these Special Provisions. 8-14 CEMENT CONCRETE SIDEWALKS 8-14.1 Description Section 8-14.1 is supplemented with the following: Existing cement concrete sidewalks, driveway approaches, truncated dome retrofit and existing wheelchair ramps shall be removed and replaced at designated locations as directed by the City. New wheelchair ramps and warning strips shall conform to the details on the design plans and Current WAC for Barrier Free Design. If any section of sidewalk is damaged due to vandalism, such as writing, by vehicles or � pedestrians, the entire section, between joints, shall be removed and replaced, at no cost to the City. � 8-14.2 Materials Section 8-14.2 is supplemented with the following: Material requirements for sidewalks shall also be applied to driveway approaches and wheelchair ramps. City of Federal Way RFB # 13-102 � 2013 Asphalt Overlay Project 128 2013 8-14.3 Construction Requirements Section 8-14.3 is supplemented with the following: The subgrade for sidewalks, driveway approaches, and wheelchair ramps shall be compacted to ninety-five percent (95%) density. CSTC, compacted to ninety-five percent (95%) density shall be placed at the following depths, under sidewalks, driveway approached and wheelchair ramps prior to installation. Sidewalks Driveway Approaches Wheelchair Ramps Truncated Dome Retrofit two inches (2") four inches (4") two inches (2") two inches (2'� 8-14.4 Measurement Section 8-14.4 is supplemented with the following: Cement concrete sidewalk and driveway approaches for removal and replacement shall be measured by the square yard of finished surface replaced. The City inspector shall designate the locations and limits of removal. Where shown on the plans or as directed by the Engineer, existing ramps to be removed and replaced with cement concrete sidewalk, and curb and gutter, the cement concrete sidewalk shall be measured by the square yard of finished surface replaced, and shall be paid at the unit contract bid price for "Removal and Replacement of Existing Concrete Sidewalk': The cost shall include all work necessary to construct the sidewalk including backfilling with crushed surfacing top course to finished grade. Wheelchair ramps shall be measured per each, and shall include all items necessary to install a complete wheelchair ramp per appropriate detail, and shall include the removal of existing curb ramps or sidewalks. The City inspector shall designate the locations and limits of removal. Truncated dome retrofit shall be measured per each and shall include all items necessary to install a complete truncated dome retrofit per appropriate detail. The City inspector shall designate the locations and limits of removal. 8-14.5 Payment Section 8-14.5 is supplemented with the following: 1. "Removal and Replacement of Concrete Sidewalk", per square yard. 2. "Removal and Replacement of Concrete Approach", per square yard. 3. "Removal of Cement Concrete Pavement", per square yard. 4. "Wheelchair Ramp Type 1, Complete', per each. 5. "Wheelchair Ramp Type 2, Complete", per each. 6. "Wheelchair Ramp Type 3, Complete", per each. 7. "Truncated Dome Retrofit', per each. The contract bid price for the above, including all incidental work, and shall be full compensation for all labor, materials, tools, and equipment necessary to satisfactorily complete the work. City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 129 2013 � � � � � � � � � �, � � � All costs associated with removai and disposal of cement concrete pavement shall be included in the item "Removai of Cement Concrete Pavement", per square yard. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8-20.3(14)C Induction Loop Vehicle Detectors Section 8-20.3(14)C is supplemented with the following: 1. The Engineer will mark the upper right-hand corner (facing stop line) of the loops nearest the stop line and for each advance loop. The Contractor shall lay out the location of all loop detectors in an accurate and exact fashion, taking into consideration any pavement degradation or utilities that would interFere with the proper installation of the loop detector. At no time shall any of the sawcuts pass closer than one foot to any utility cover. The Engineer shall approve the location of the loop detectors as laid out prior to cutting. 2. All detector loops shall be installed prior to the final overlay lift. All detector loops shall be 6-feet square with diagonally cut corners or 6-feet round. � One-quarter inch (1/4") sawcuts shall be cleared of debris with compressed air before installing three turns of loop wire. The wires shall be covered with a sealant. From the loops to tk�e junction box, the loop wires shall be twisted two turns per foot and � labeled at the junction box in accordance with the loop schematics included in these plans. A three-eighths inch (3/8") sawcut will be required for the twisted pair. Loop wire shall be minimum No. 14 A.W.G., Class "B" stranded copper, with crosslink � polyethylene insulation, 0.045-inch minimum thickness. Loop wires shall be spliced to lead-in wire at the junction box with a waterproof splice leaving an extra foot of loose wire for future work. Lead-in wires shall have the sheathing pulled back and shall be � dressed external to the splice kit. Lead-in wires shall be minimum No. 14 stranded copper, twisted approximately two turns per foot. The conductor shall be covered with a foil shield and protected with an outer jacket. Meggar readings of the detection wire � to ground shall read 200 megohms at the amplifier connection. The 200 megohms shall be maintained after the splices are tested by submerging them in detergent water for at least 24 hours. The tests will be conducted with City personnel at the request of � the Contractor. All costs incurred to meet this minimum standard will be the responsibility of the Contractor. The loop schematic, shown on Drawing No. 3-44 included herein, describe the correct parallel and series connection of each individual � loop. Standard Plan J-8a illustrates the correct loop splicing and installation. Excess asphalt adjacent to the slots shall be scraped from the street. � The detector loop sealant shall be a flexible traffic loop wire encapsulement. Encapsulement shall be designated to enable vehicular traffic to pass over the properly filled sawcut within 5 minutes after installation without cracking of material. The � encapsulement shall form a surface skin allowing exposure to vehicular traffic within 30 minutes at 75 degrees F and completely cure to a tough rubber-like consistency in 2 to 7 days after installation. � Properly installed and cured encapsulement shall exhibit resistance to defects of weather, vehicle abrasion, motor oil, gasoline, antifreeze solutions, brake fluid, deicing chemicals and salt normally encountered in such a manner that the performance of the vehicle detector loop wire is not adversely affected. City of Federal Way RFB # 13-102 � 2013 Asphalt Overlay Project 130 2013 Junction boxes adjacent to loop detectors shall not be placed more than 20 feet from the detector loop without the approval of the Engineer. 8-20.4 Measurement Section 8-20.4 is supplemented with the following: Detector loops of the type and size shown in the plans will be measured per each. 8-20.5 Payment Section 8-20.5 is supplemented with the following: "Detector Loop', per each. The unit contract price for "Detector Loop" shall be full compensation for full and complete installation including wire, sealant and all other labor, materials, tools and equipment required to complete the installation in accordance with the Plans, specifications, and Standard Plans. The unit price shall also include providing and installing loop home runs, conduit stub-outs, and soldered splices. Sawcutting shall be considered incidental to the loop installation. Payment shall not be made for this item until the loop is fully functional as determined by the Engineer. 8-22 PAVEMENT MARKING 8-22.1 Description Section 8-22.1 is supplemented with the following: This work shall consist of furnishing and placing pavement markings upon the roadway surface for delineation at the locations shown on the Plans in accordance with Section 8-22 of the Standard Specifications and the latest edition of the MUTCD, or as directed by the Engineer. All permanent pavement markings must be placed no later than seven (7) calendar days after the final lift of paving is completed, except 90-mil methyl methacrylate materials, which must be placed no later than twenty-one (21) calendar days after the final lift of paving is completed. Temporary striping shall be per Section 5-04.3(17) of these Special Provisions. 8-22.2 Materials Section 8-22.2 is supplemented with the following: Materials used for long-line applications, including skip center line, double yellow center line, edge line, wide line, dotted wide line, lane line, drop lane line, no pass line, two-way left-turn line, dotted extension line, or barrier line shall be one of the following four categories, as shown on contract Plans: 1. Paint Line: Painted pavement marking - sprayed applications. 2. Plastic Line: Plastic pavement marking — 90-mil methyl methacrylate. All longline applications except white edge stripe shall be profiled consistent with the raised pavement marker patterns shown in WSDOT Standard Plan M-20.20- 01. 3. Paint Wide Line: Painted pavement markings — sprayed applications. 4. Plastic Wide Line: Plastic pavement marking — 90-mil methyl methacrylate. All longline applications except white edge stripe shall be profiled consistent with � � � �� �� � � � City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 131 2013 � l � � � � � � the raised pavement marker patterns shown in WSDOT Standard Plan M-20.20- O1. Materials used for other applications, including crosswalk line, stop line, yield line, arrow, letter, speed table markings or preferential lane symbol shall be plastic pavement marking — Hot applied thermoplastic. All materials shall be selected from WSDOT approved materials in the latest Qualified Products List. 8-22.5 Payment Payment will be made per the Standard Specifications for the following bid items included in the proposal: ��Paint Line', per lineal foot. "Plastic Line", per lineal foot. "Paint Wide Line'; per lineal foot. "Plastic Wide Line', per Iineal foot. "Plastic Traffic Arrow', per each. "Plastic Stop Line', per lineal foot. ��Plastic Crosswalk �ine', per lineal foot. "Plastic Letters", per each. "Plastic Yield Ahead Symbol'; per each. 8-30 CONSTRUCTION IDENTIFICATION SIGNS � ����*��� � � New Section Two (2) working days prior to the commencement of work, the Contractor shall furnish and erect two (2) Construction Identification Signs. The signs will be portable and placed at locations determined by the Engineer, to correspond to the areas in which the majority of work is being done, at that time. The signs shall be made from 3/4-inch exterior grade plywood and conform to the Standard Plans in Appendix B. The signs shall be erected on suitable wooden posts and be maintained by the Contractor in a neat and presentable condition throughout the progress of the work. At project completion these signs shall be given to the Owner. • 8-30.2 Payment � All costs in connection with the furnishing, erection, maintaining, and removal of the signs shalt be considered incidental to and included in the cost for the project and no separate payment shall be made for this item. � � 8-31 PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ����*��� The PCMS shall meet the requirements of the MUTCD and the following: 1. Back-lighted split-flap 2. Fiber optic/shutter 3. Light emitting diode 4. Light emitting diode/shutter 5. Flip disk New Section City of Federal Way RFB # 13-102 � 2013 Asphalt Overlay Project 132 2013 Regardless of the technology, the PCMS shall meet the following general requirements: 1. 2. Be light emitting and must rely solely on reflected light. Be solar powered. 3. Have a display consisting of individually controlled pixels no larger than 2-1/2 inch by 2-1/2 inch. If the display is composed of individual character modules, the space between modules must be minimized so alphanumeric characters of any size specified below can be displayed at any location within the matrix. 4. When activated, the pixels shall display a yellow or orange image. When not activated, the pixels shall display a flat black image that matches the background of the sign face. 5. Be capable of displaying alphanumeric characters that are a minimum of 18-inches in height. The width of alphanumeric characters shall be appropriate for the font. The PCMS shall be capable of displaying three lines of eight characters per line with a minimum of one pixel separation between each line. 6. The PCMS message, using 18-inch characters, shall be legible by a person with 20/20 corrected vision from a distance of not less than 800 feet centered on an axis perpendicular to the sign face. 7. The sign display shall be covered by a stable, impact resistant polycarbonate face. The sign face shall be non-glare from all angles and shall not degrade due to exposure to ultraviolet light. 8. Be capable of simultaneously activating all pixels for the purpose of pixel diagnostics. Any sign that employs flip disk or shutter technology shall be programmable to activate the disk/shutters once a day to clean the electrical components. This feature shall not occur when the sign is displaying an active message. 9. The light source shall be energized only when the sign is displaying an active message. 10. Be equipped with a redundant light source such that the sign will continue to emit light if one of the light sources fails. The PCMS panels and related equipment shall be permanently mounted on a trailer with all controls and power generating equipment. The PCMS shall be operated by an easy to use controller that provides the following functions: 1. Select any preprogrammed message by entering a code. 2. Sequence the display of at least five messages. 3. Blank the sign. 4. Program new message, which may include moving arrows and chevrons. 5. Mirror the message currently being displayed or programmed. Portable changeable message sign(s) shall be available, on site, for the life of the project. City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project � 133 2013 � � � � � I� � � � � � � � � � The Contractor shall operate the PCMS in accordance with the approved traffic control plans or as directed by the Engineer. The PCMS shall not be used in lieu of sequential arrow signs. 8-31.1 Measurement Portable Changeable Message Signs will be measured per day used on the project. The days of operation will be determined by the Engineer. Any days of operation in excess of those determined by the Engineer will be at the Contractors expense. 8-31.2 Payment The unit contract price for the portable changeable message signs shall include all costs for furnishing the PCMS, transporting the PCMS to and from each project site, and maintaining the PCMS, and shall be incidental to the following: "Portable Changeable Message Sign", per day. The cost for relocation of the PCMS within each project limit will be paid in accordance with 1- 10.3(1). 8-32 ASPHALT CONCRETE SPEED HUMP �������� 8-32.1 Description New Section The work shall consist of constructing asphalt concrete speed humps with associated pavement striping per City of Federal Way Detail DWG No. 3-26. 8-32.2 Materials Asphalt concrete for speed humps shall be HMA Class 1h" PG 64-22 meeting the requirements of Section 5-04 of the Standard Specifications. Pavement marking materials shall be white plastic meeting the requirements of Section 8-22.2 of the Standard Specifications. Raised pavement markers should be Type 2 YY and Type 2W meeting the requirements of Section 8-09.2 of the Standard Specifications. 8-32.3 Construction Requirements The various materials shall be installed as noted on the plan detail. 8-32.4 Measurement Measurement will be per each where a speed hump and associated pavement markings are installed. 8-32.5 Payment "Speed Hump, Complete", per each. The unit bid price per each proposal will be full compensation for the cost of all tools, labor, equipment, and materials necessary or incidental to provide and install the asphalt concrete speed hump and pavement markings. City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 134 2013 8-33 ASPHALT CONCRETE RAISED CROSSWALK ����*��� � New Section � 8-33.1 Description The work shall consist of constructing asphalt concrete raised crosswalk with associated pavement striping per City of Federal Way Detail DWG No. 3-27. 8-33.2 Materials Asphalt concrete for raised crosswalk shall be HMA Class �/z" PG 64-22 meeting the requirements of Section 5-04 of the Standard Specifications. Pavement marking materials shall be white plastic meeting the requirements of Section 8-22.2 of the Standard Specifications. Raised pavement markers should be Type 2 YY and Type 2W meeting the requirements of Section 8-09.2 of the Standard Specifications. 8-33.3 Construction Requirements The various materials shall be installed as noted on the plan detail. 8-33.4 Measurement Measurement will be per each where a raised crosswalk and associated pavement markings are installed. 8-33.5 Payment "Raised Crosswalk, Complete", per each. The unit bid price per each proposal will be full compensation for the cost of all tools, labor, equipment, and materials necessary or incidental to provide and install the asphalt concrete raised crosswalk and pavement markings. END OF DNISION 8 City of Federal Way RFB # 13-102 2013 Asphalt Overlay Project 135 �013 � DIVISION 9 MATERIALS 9-03 AGGREGATES 9-03.8(3)B Gradation-Recycied Asphalt Pavement and Mineral Aggregate Delete the reference to Section 9-03.8(6) in the paragraph of Section 9-03.8(3)B. 9-03.8(6) HMA Proportion of Materials Add the following paragraph: For the determination of a Project Mix Design, the Contractor shall submit to the Engineer's representative samples of the various aggregates to be used along with the gradation data showing stockpile averages and variation of the aggregate produced along with proposed combining ratios and average gradation of the completed mix. The initial asphalt content shall be determined by the Engineer from the aggregates and data provided. �►1�Z�T������7►�': City of Federal Way RFB # 13-102 � 2013 Asphalt Overlay Project 136 2013 � � � � � � � � � J � � ! APPENDIX 6 STANDARD PLANS AND DETAILS NOTES: t SIGN TO 8E CONSTRUCTEO OF 3/1" MARINE GRADE PLYW000 2. S�GN TO 8E SEALED ON ALL S�OES w�TM uARINE GRADE ENAIAEL (WHITE). 3. PRONI� ♦"w 4" PO5T5. PRESSURE TREATEO. SITE CONDITIONS NAY REOUIRE DIFfERENT POST IENGTHS TO KEEP SiGN A PROPER OiSTANCE /�80VE PREVNUNC GitAOE TO PERMiT PUBLIC VIEWING. 8'-0' 0'-6° 2'-3" 0.5" 60ROER � (iEDERN. w�v D�utK B�.UE) A" �oco wzovroeo BY TFiE pTY WHITE TEXT ON Souo FEDEwu, wnr IIGHT BLUE 2.5' 1.25" �- - �.2s' �. �.zs- �" �— t--0. CITY OF 0.75" Federai Wa r,- � PUBLIC WORKS OEPARTMENT �` o.�s �. -� r /_ 835 — 27 �fEDERAL WAY pARK BLUE 2013 ASPHALT 0 PROJECT � LAY BUICK YOU R CI TY AT WOR K FOR YOU �•5� = FUNOED BY: CITY OF FEDERAI WAY STREET UTILITY TAX - EST.I COMPLETION DATE� OCTOBER 31, 2013 / BLACN� PRO,�CT PARTNERS: OWNER: GTY OF FEDERAL WAY CONTRACT�2: XYZ COPiTRACTORS F----- 3'-0" �._�. a -s` d° �4_0� p._2� �5. �" �o.�s�. .�� �0.75-- u�oMC�wa�xs�sixcns�scNS�owvscw�o u.wc � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �' � � � � � � � � _, � NOTES: 7. AN EXPANSION JOINT CONSISTING OF 3/8�' PRE-MOLOED JOINT MATERIAI SHALI BE PIACED FULI DEPTH AROUND HYDRANTS, POLES. POSTS, ANO UTILITY CASTINGS. SEE DETAIL AT RIGHT. 2. AN EXPANSION JOINT CONSISIING Of 3J8" PRE-MOIDED JOINT MATERIA� SHALL BE PLACED IN THE UPPER 2 INCHES Of CUR85 ANO SIOEWALKS AT 10 f00T INTERVALS ANO AT SIOES OF ORAINAGE INLETS. (JOINT MATERIA� Of 2X!" DEPTH MAY 8E USED IN LIEU OF 2" DEPTH). 3. EXPANSION JOINTS IN SIDEWALK SHALL 8E IOCATEO 50 AS TO MATCH THE JOINTS IN THE CURB AND GUTTER, WHETHER THE SIDEWALK IS ADJACENT TO THE CURB OR SEPARATED BY A PLANTER STRIP. 4. TOOL MARKS, CONSISTING OF 1-INCH 'V'-GROOVES SHALL BE MADE IN iHE SIDEWALK AT 5 FOOT INTERVALS, INTERMEDIATE TO THE EXPANSION JOINTS. 5. AN EXPANSION JOINT CONSISTING Of 3/8" PRE-MOIDED JO�NT MATERIAI SHALL BE PLACE� FULL-DEPTH BETWEEN THE CURB AND ADJACENT SIOEWALK. 6. EXPANSION JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF ASTM D994 (AASHTO M33). 7. MONOLITHIC POURS OF CURB AND SIDEWALK ARE �T ALLOWED. t/a" 'v' SIOEWALK AND PLANTER STRIP Qa - - . . . . . . . : . PLANTING .STRIP. : . : . : . - • . : • . - - ' ' . \ � 3 . ,� � �°� I• I I I I I. .... � c=i ° i I i I I I � � � i � i i i_ / - - - - - EXPANSION JOINT SEE NOTES AT LEFT 1/4" DEPTH "V" GROOVE Q MAX. 5' C-C i• r,P_... (" �"�• . • • FULL-DEPTH EXPANSION .� SiOEwM.K • , .' JOINT, ONE FOOT •' • r AROUND VALVES, � � HYORANTS, POlES, ETC. -Z SEE NOTE 1 eROOMEO F�NisH (rvP.) 3° WIOE, SMOOTH -TROWELED PERIMETER (TYP) CEMENT CONCRETE CURB AND GUTTER SIOE WALK EXPANSION JOINT IN BOTH ADJACENT CURB ANO SIOEWALK TO CURB SEE NOTE 3. � EXPANSION JOINT I 2° CSrC SECTION A-A \ i � ` / � \ / � / / 1 1 1 1 � i I -----r -----� I A I i I i i -----� BROOMEO FINISH (TYP ) 3" NADE, SMOOTH TROWELED PERIMETER (TYP) CONCRETE CURB ANO GUTTER a SEE CITY $TANOARD \� %_ DETAIL OwG. 3-4 \"• FULL-DEPTH EXPANSION JOINT BETWEEN SIDEWALK AND CURB ANO GUTTER 5EE NOTE 5. 1/4" 'V'-GROOVE EXPANSI�1 JOINT IN 80TH — CURB ANO SIDEWALK SEE NOTE 3 AI FEB 201 �`���^°a PUBLIC SIDEWALK AND CURB JOINTS ow�. No. ���� woRKS AND SIDEWALK FINISH . 3-3 a�-i i �/z"R , ��T�� 2 3/�"R �(TYP) 3° R � ��T�� 5 � 3/8` � I I _ `T�� J � �'`T�' L � — — — — — — — — — — — ' �. f�2•�l, l� �1 12' 7�j' OR tt9j" SECTION ELEVATION ISOMETRIC TYPE 'C' BLOCK TRAFFIC CURB Nor�s: 1. $EE DWG. 3-3 FOR JONiT REq1�tEYENTS. 2. ROLL q1TiER TO YATCN POSIi11�E SUPERELEVAiION. 3. TO BE USED ONLY AS MPROVEO BY THE PUBUC Mi0RK5 �Pi. • TO CONFORM TO CROWM SLOPE OR 0.02 fT./FT. MOUNTABLE CEMENT CONCRETE CUR63 EXPANSION JOINT io � � 0.02 FT./f7. 0.05 :7. /f i. Z ^� ± • � '�' � ' � , ' . � • . ' , 1 CEAAENT CONCRETE SIOEWALK 2" CRUSNEO SURFACING TOP COURSE (CSTC) �•_6° «NOTE: TOP OF LIP AT atIVEWAYS. NEW CEMENT CONCRETE CURB & GUTTER ��z• i—R . i�z• PAVEYENT �I �! . ;e TOP OF CURB „ ' AT APPROACH � 3/4' CEMENT CONCRETE BARRIER CURB REV: FEB 2011 ����°'0O' PUBLIC DWG. N0. �, '' � woRKS CURB DETAILS 3-4 r� � �r �r � � �r a�r �r +�• r� rr� � �rr r �s �• •� � r � i � � � � � � �� � � � �� � � � � � 12" NIN. � � ANO CUTTER l ��� PATCH - MIN. 3" C1A55 B ACP (OR MATCH EXIS�TNG). MIN. 2' CSTC xISTING PVNT. 2 �F�FNT CONCRETE CURB & GUTTER REPLACEMENT 2 �/2" 5" 2 1/2` * TOP OF UP AT pRIVEWAYS _1 g" -— _� --�L�_. R:1" Re�.. 6' NOlES: t. E%iRUDEO CURB ANCHORACE HER MSDOT SPEC'S. i. EXISIING CIXtB f�PLACEI�N1 Wlll �OINRE (tEUOVAI Of ASPHALT A ICNIIAUM OP 12" FROM FACE OF CUTTER. EXTRUDED ASPHALT OR CEMENT CONCRETE CURB� FOR USE IN PRIVATE PARKING AREAS ONLY FEB 201 C���°^/0P PUBLIC CURB AND GUTTER REPLACEMENT ow�. n,o. ��0� woR►cs AND EXTRUDED CURB 3-4A EDG EpGE OF PAVEI SHOULDER „e...�,..... ..,�m. IIN. IAX. STR. S—LANE. >.—LANE 0. FT i 12' SNOUIDER NND7H 6'-0" (uiN) w (vnwES) � (rrP.) I � � �I �I �' 3. �� a� �� =I � �� O OI � �i � , w �°++ 0.02-0.05 FT./F7, I � n n2-0.� �- SECTION A—A NOTES: 1. COMMERCIAL/INDUSTRIAL DRIVEVYAYS NAOER 7IiAN 40' AIAY BE APPROVED BY THE ENGiNEER CONSIDERING BOTH iRAFFIC SAfE7Y AND THE AC7IVITY BEING SERVED. ALL COMMERCIAL/INOUS7RIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT �OCATED MID-WIDTH. SEE KCRS SEC. 3.04. 2. PIPE SHALL BE: A. SIZED TO CONVEY COMPUTED STORM WA7ER RUNOFF, AND B. MIN. 12' DIAMEIER, AND C. EOUAL TO OR LARGER THAN THE E%ISTING PIPES NATHIN 500' UPSTREAM. AND D. BEDDING SHALL BE �•{�' MINUS CSTC OR PEA GRAVEL 3. EXPOSED P1PE ENDS SHALL BE BEVELED TO MASCH TIiE SIOPE FACE AND PRO7ECT NO MORE THAN 2' BEYOND SLOPE SURFACE PRWEC'�NG HEADWALLS ARE NOT ACCEPTABLE. 4. ALL PiPE SHALL BE CLASS IV CONCRETE PIPE. AND SHALL HAVE A MINIMUM OF 12" COVER. 5. PIPE SHAIL BE INSTALLED IN A S7RAIGHT UNIFORM AUGNMEN7 AT A MIN. O.SR SLOPE (0.5 FT. PER 100 FT.) WITH THE DOWNSTREAM END LOWER 7HAN 7HE UPSTREAM END. WI Z 7 r 3 II � � lk� � `�E GR . +�• :.: ,•.: . c� POS`', ..;,. •�J' z . * ,r �� \.\ � �3• 1 ti% / . � '� •.�S�g� GRADE (�:� `� ..�`';„ ..:. �•�, 6. PIPE MAY BE OAIITTEO IF ROADSIDE DITCH DOES NOT ptlST AND DRIVEWAY DOES NOT BLOCK NA7URAL FLOW. 7. ORIVEWAY �.OPE SHALL MATCH TO BACK EDGE OF SHOULDER, BUT SHOULDER SI.OPE AND EDGE OF SHOULDER SHALL NOT BE AL7ERED AS A RESULT OF DRIVEWAY CONSTRUCTION. 8. PAVED DRIVEWAYS SHALL BE PAVED hIROUGH THE RIGHT—OF—WAY 1MTH 3' (MIN) A.C.. BUT NOT P.C.C. 9. GRAVEL DRIVEWAYS SHALL HAVE A PAVED DRIVENIAY APPROACH BETWEEN 1HE EDGE OF PAVEMENT AND RIGHT—OF—WAY WITH 3' (MIN) A.C. ON�Y W1TH DIMENSIONS L=W. 10. SINGLE—FAMIIY RESIDENTAL USES SHALL SURFACE 1HE flRST 40 FT OF UNPA�ED DRIVEWAYS MEASURED FROM iHE BACK � 7HE SIDEWALK OR PUBLIC RIGHT-OF-WAY, WHICHEVER IS GREATER. 11. SEE SEC. 3.2.13. �`���°� PUBLIC SHOULDER Sc DITCH DWG. N0. � o° UM9c� woRKS SECTION DRIVEWAY 3-5 � � � � � � � � � � � � � � � �` � � � ���y ��� �Pg" - RIGNi-OF-WAY LINE xiy��� l �PR�S • � . � . � . . . ��k . •���• •� � J��. t'�� �� .. . . � � �. . 0����� '��•�•� ? � `� CURB TAP i - ` \ 7'�8, r.iF� �� -.. �02MP'F. ' �.' . . . . . . `� . . i �p8r� •`~\�\��•�.�. �.1� �.�' �� URB TAPER � • � ��B• _ ._ �y � .. _ ��Nn�� —� 10'-0' MIN. , 3p'-0' YAX. COMNERCIALMULTI-FIWILY - SEE STANOARD �ETNI DRAw�NC 3-6A E%PANSION JqNi 6' VnRiES 3' MIN ��� \ 0.� FT./FT. 0.02 F7./FT. .' ti z' csTC eo. rs�s�oer+nn� 4' CSTC Iw CONNERpA�� � � Fecier�l W�y Q � RICHT-Of-WAY LINE i NATCH E7f151M1G pmvEwar caaDE CEAIENT CONatETE ORIVEWAY 6' TIiICK SECTION A—A PUBLIC WORKS �'r �, � �� V����� � " ` ��"'_ � i 7��` ��4.� K;;!: �, ��' e SAWCUT LINE fOR NEW OR REPIACEMENT DRIVEWAYS IN EXISTING CURB/GUTTER SECTIONS. NOTES: 1. COMMERCIAL/INOUSTRIAL ORIVEWAYS NADER THAN 40� MAY 8E APPROVED BY THE ENGINEER CONSIDERING TRAffIC SAiETY ANO NEEDS Of THE ACTIVITY SERVEO. ALL COMMERCIAL/INpU5TR1AL ORIVEWAYS SHAI.L HAVE AN EXPANSION J�NT LOCATEO MIO-WIOTH. SEE KCRS SEC. 3.04. 2. SEE SEC. 3.2.13 ANO CURB OETA11. ORAWING 3-4. 3. CEMENT CONCRETE DRIVEWAY APPROACHES SHALL BE CONSTRUCTEO NATH CEMENT CONC. CLA55 4000 WITH 4!`' TO 6R AIR ENTRAINMENT. 4. fULL OEPTH EXPANSION JOINT IF DRIVEWAY WIOTH IS 15� OR GREATER. 5. REFER TO SECTION 3.2.13 FOR DRIVEWAY SPACING CURB & GUTTER SECTION DRIVEWAY DwG. 3- 6 N0. J�� J�S .:``. . RK'iMT-Of-MAY IINE .�►¢ t . �.�\ � . . ''\ - -, aP�r � .�.'�., .'.". • •� cUR8�.7APER_N �" • •\� • • �',• � `\�� , � � � .. 1 �.�,�U'� ` \ � O� J�'�. , I� l� , � i i � ��V<'!��<C!� �<���C��1�. � REV. 04/it/08 Q i 0.02 FT./FT- . .•� I � RIGMT-OF-WAY LINE V MATCH EzlSbnG ORNEMlAY (iNAOE CEI�M CONCf�TE OPoVEWAY 8' TFNCK• SFCTION A—A PUBLIC WORKS � DEPARTMENT • B�SEO ON iYPE OF ExPECTED vE�IE USE Q � , " , � � � � �8, .�.� .�. - '�` . .. . .�. . . . � .M\ � . . . ��. . ' ' � cw�e uvEr+ . . ' `.'' . . ' . ' - . - aa►�` '� � . �S� : �` ������ �� � � �°'��� � '�� ��`� � /,.� : � , � NOTES: 1. COMMERCIAL/INDUSTRIAL DRIVEWAYS WiOER THAN 40' MAY BE �PROVED BY THE ENGINEER CONSIOERING TRAFFIC SAFETY ANO NEEDS Of THE ACTMtt SERVED. ALL COMMERCIAI./INDUSTRIAL DRNEWAY$ SHALL HAVE AN E%PANSION JOIM LOCATEO MIO—WIDTH. SEE KCRS SEC. 3.04. 2. SEE SEC. 3.2. t 3 ANO CURB OETAII ORAWING 3-4. 3. CEMENT CONCRETE ORIVEwAr APPROACHES SHAII � CONSTRUC7E0 WI7H CEMENT CONCRETE CLASS 4000 WITH 4R TO 6% AIR ENTRAINMENT. 4. fULL DEPTH EXPANS�W JOINT IF ORNEWAY WIDTH IS 15' OR GREATER. COMMERCIAL CURB & GUTTER SECTION DRIVEWAY ( DNQ�. 3-6A � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � 0 RIGHT-OF-WAY LINE PROPERTY UNE J� � . . s . . . . . - \ Vi,�yMUN S fl' � - •.•. .•.-. � �C,Y SIDEWALK AND TRANSITION LENGTHS + 5 6 8 9 10 12 14 � 2.4 2.9 3.9 4.4 4.8 5.8 6.8 �' 8:4 8.9 9.9 10.4 10.8 ii.8 12.8 f.YjS�C 6 �' '�'�'�'�' ' � �R � . . �N� ' � . � . ` . . . Q �E'N'AY . _ . . �,►�l • \ W/0tH \ \ .�. .�. . . . 1 . .-... -...\ . . . . . - � . . . . . . .� CURB TAPER - • - _ � ..i( � . .0 fT. F.i. YAX.3 -. +�1i�`- d� EXPoWSION JOINT'CEAIENT CONCRETE OtbVEWAW I�TCH EXISTINC B" THiCK FOR RESIOENTIAL / ORNEYIiAY (:RADE 8' THICK FOR C�IMERCML J Y" CSTC I�SIDENiW. 4" CSTC COMI�RCW. SECTION A—A � 1�: ` F�der�l W�Y PUBLIC WORKS RIGHT-OF-WAY LMIE pRIVEWAY GRAOE � . �I" �f`�-. li �f�`��� � ,`�� .C�I.Z - : � . r - - SAWCUT LINE FOR NEW OR REPLACEMENT pRIVEWAYS IN EXISTING CURB/GUTTER SECTIONS. NOTES: 1. A REVERSE SIOPE ORIVEWAY IS SUBJECT TO APPROVA� BY ENGINEER CONSIDERING NEED FOR AND COMPAT181LITY Of THIS FEATURE. 2. COMMERCIAL/INDUSTRIAL ORIVEWAYS WIOER THAN 40� MAY BE APPROVED CONSIDERING TRAFFIC SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL COMMERCIAL/INDUSTRIAL DRIVEWAY$ SHALL HAVE AN EXPANSION JOINT LOCATED MIO—WIOTH. SEE KCRS SEC. 3.04. 3. A STORM SEWER INLET SHALL BE LOCATEO WITHIN 20' BUT NO CLOSER THAN 10' UPGRAOE FROM NEAREST EUGE Of CURB TAPER. 4. SEE SEC. 3.2.13 ANO CURB DETAIL DRAWING 3-4 5. CEMENT CONCRETE DRIVEWAY APPROACHES SHALL 8E CONSTRUCTED WITH CEMENT CONCRETE CLASS 4000 WITH 476 TO 6$ AIR ENTRAINMENT. 6. FULL DEPTH EXPANSION JOINT IP DRIVEWAY WIDTH IS 15' OR GREATER. 7. SEE SECTION 3.2.13 FOR MAX CHANGE IN pRIVEWAY GRADE REVERSE SLOPE DRIVEWAY DWG. 3-7 N0. Cement Conc. Barrier Curb See Detail A, below 3" Shiner (TYP•) � Sidewalk ITYP�) (TYp') (TYP•) 6' 6' Ram 4„ „ ,. Western Groove (TYp•J � 12:1 N 00000000000000000 00000000000000000 00000000000000000 00000000000q00000 ��Dummy Joint � Center of Wheel Chair Ramp as Marked in Field. Cement Conc. Barrier Curb --� `�'��i \�"�o,,� 18' Min. 25' Max. 0.35' ± ��� � �.\ ��� _ � � �\� DETECTABLE WARNING PATTERN AREA SHALL BE ? RAMF YE�LOW, IN COMPLIANCE 1' �- 6- r � WITH STD SPEC. &14.3(3) MIN. MAX A 1 5/8" 2 3l8" 0 Si8" 112" C 71'I6" 3/4" - D 7/8" 1 7/16" � � � A �O � I O�B ; � � I �_� PLAN �� �_ � ; i p --! E� - ELEYATION DETECTABLE WARNING PATTERN DETAIL Saw cut 'Match Line' 1 � 2: � (TYP•) 1 Sidewalk 2� Curb/Gutter Distance will vary Dummy Joint i Iryp.) DETECTABLE WARNING PATTERN (SEE DETAIL) -�� Q,�Q �- DETECTABLE WARNtNG PATTERN (SEE DETAIL) I:�� NOTE: CONCRETE BARRRIER CURB TO BE ONLY USED IN RAMPS NOTED IN PLANS AS TYPE 2. TYPE 1 RAMPS ARE IDENTICAL TO TYPE 2 , EXCEPT THEY DO NOT INCLUDE THE BARRIER CURB. Top of Curb Flush with Outside Edge of Sidewalk �-5 1 /2" �R = 1 /2" � 16" � I--�-�7 3/4" Detail A - Concrete Barrier Curb p ; , p A� T,�J /� ' O ;, (DW�. �I� 'J � _' ''N � (.�, i J p � ^ ,1 i, ,/ � i 1 � !` ' � v-, � r r �i r 'J � � i j V� r ^� �� � �. � I� � � � r-�. , Y '� ! I I ��i u � � ,_ �'l�l !" �� � i �l ... I � . �.�1 � �.� i � Cement Conc. Barrier Curb See Detail A, below 3" Shiner (TYp•) � � � ' Sidewalk Curb/Gutter ITYP.) ITYP•) 6� 6' Ramp 0 12:1 N 00000000000000000 00000000000000000 00000000000000000 00000000000000000 �Dummy Joint � � Center of � Wheel Chair Ramp as Marked in Fieid. � g� Min. 25' Max. Cement Conc. 0.35' ± Barrier Curb �� ,.�-� ��'� �� Q-�Q.� � '�e� . y � ��2r �a '. �'° � . _ DETECTABLE WARNING PATTERN AREA SHALL BE A,�. RAMP YELLOW. IN COMPLIANCE � � g � WITH STO. SPEC. &14.3(3) �—�! A � � ' , B o-o!o � � �(., I s MIN. MAX. ! -{p}_ .. -4a}- { O— A 1 5/8" 2 3/8" `r' � 8 Sr8" 1112" PLAN c �,�s° aia° � c D 718" 17l16" `�'' y _t..__� � J 0 �__ e�vanoN DETECTABLE WARNING PATTERN DETAIL 12:1 � DETECTABLE WARNING PATTERN (SEE DETAIL) ,�� ��-Q � Saw cut 'Match Line' (TYp•) Sidewalk � Planter Curb/Gutter Dummy Joint DETECTABLE WARNING PATfERN (SEE DETAIL) R _ � ,. NOTE: CONCRETE BARRRIER CURB TO BE ONLY USED IN RAMPS NOTED IN PLANS AS TYPE 2. TYPE 1 RAMPS ARE IDENTICAL TO TYPE 2 , EXCEPT THEY DO NOT INCLUDE THE BARRIER CURB. Top of Curb Flush with Outside Edge of Sidewalk �---5 1 /2" r-R = 1 /2" � 16" � F�7 3/4" Detail A - Concrete Barrier Curb ll�.�.�c,,�,�,��p �����_�� ������� I �,; ,RgR�r���✓ 'V���TH 51►�� V'v'�,i �. ,����D P�,A�TEP I�wc No I ��AEAf cl"FSI \�/1�KdI�Y/ IJ � j=� !� T �^ � - �\J T � � Joint Filer � xisting idewalk \� � \ \ Removal 8� Replacement Truncated Dome Retrofit A � �Saw c�t 'Mat< Varies Varies � A VARIES Match Existing Existing . 4" . I Slope _ Match , .--�r.; Existin ` Existing Cement � Conc. Sidewalk SECTION A-A �EV. 4/ 1 1 /OS �°�°°,��,�,,�,n PUBUC I�UC�AI � WORKS � �.� •, . Existing Sidewalk �j Detectable Wpming � Pattern Flush Top of Roadway � Existing Depressed Curb 8� Gutter DETECTABLE WARNING � PATfERN AREA SHALL BE YELLOW, IN COMPLIANCE WITH STD. SPEC. 8-14.3(3) , A' MIN. MAX. � A 1 5/8" 2 3/8" B 5/8" 1 1 /2" � C 7/ 16" 3/4" � D 7/8" 1 7/16" — DETECTABLE WARNING �—� PATTERN DETAIL RAMP � _ � B — O TRUNCATED DOME RETROFIT �WG. �� sr� r� a� � rw� r� � i� r� r� r�+�r r� � ACCEPTABLE RAMP LOCATIONS FOR RETROFIT OR AITERAT10N FOR NEW CON5IRUCT10P7 OR STMIDARD NECOWSTRUCTION � Feci�r-�I W��y PUBLIC WORKS I I I I I I I I I I I I I I I I CROSSWAlKS I RAMP LOCATIONS FOR NEW CONSTRUCTION qt STANOARO RECONSTRUCTION tANPS NOTES: 1. CATCH BASIN ANO INLETS SHALL BE OUTSIDE THE CURB RAMP (24° MIN. CLEARANCE FROM RAMP). 2. CARE SHALL BE TAKEId TO KEEP THE RAMP FROM CONFLICTING WITH HYDRANTS, POLES. INLETS. AND OTHER UTILITIES. 3. CONSTRUCT RAMP IN ACCOROANCE WITH STANDARD ORAWING 3-10 OR 3-1 i. 4. CROSSWALKS ARE NOT ALWAYS MARKED. 5. WHEN RAMPS ARE CONSTRUCTEO ON ONE SIDE OF STREET, RA�APS SHALL BE CONSTRUCTED AT CORRESPONOING LOCATIONS ON OPPOSITE SIDE Of STREET. CURB RAMP LOCATIONS W � owc. 3 _ 9 N0. � I � � � � � F.XPANSION JOINT� � SIOF WALK i ! `\ RADIUS POINT UF CURB RETURN CEMENi (;pNCRErE PEDFSTRiAN CURE \� b R'AMF �\ rMIN � �� `/ � I Y � ` r [l,) DiSiaNCE �/ FROM P C CEMF.NT CONCRETE � SIpEWALK RAMP T F � � a -- '� - � � 0 � U x _nrvnirvc � DETECTABLE WARNING �"PATTERN (SEE DETAIL) 6'-0" —� �1I y TUP OF . 2% �a� / ���ROADWAY CEMENT �'QNCRETE SIDEWA�K CEMENT COivCRETE O�CURB & GUTTER REV. MAR 2011 ` Fecier�J W�y � .= CURB, OR CURB AND GUTTER R ADIUS Ai CURB FACE X Y 20 FEET 6'-i 3/4" 2'-7 1/4.' --30 FEE1 7'-11 3/a.. 4'-8 1/4" aU FEET 9'-5 �/a° 6'-5` 50 FFFi 10'-8 3/4•. 7'-11 �/q.. 60 FEET 11'-10 1/a" 9'-3 1/2.' ?0 FEET 12�-10 3/4' 10'-6 3/4" � BO FEET t3'-10 t/2" n'-A 3/a.. 90 FEE7 ta'-9 1/a" t2'-9 3/4., 100 FEET IS'-' i/2" 13'-10 1/4" WTERMEDiATE RApli CAN BE INTERPO�ATEG OETECTABLE WARNING q R�p PATTERN AREA SHALL- BE YELLOW \ � 8�� � �,:L_ MIN MAX A�-� � - �P A 1 5/8" 2 3/8" �� B 5/R. � 1�7.. � ��16.. 3�d.. �� I � � ��a.. 1 ���6° � �'1 � TRUNCATEO DOMES EXPANSION JOINT 6'-0'� RAMP � MIN CEMENT CONCRETE CEMENT CONCRETE � 2' - 0 PEDESTRIAN CURB� � VARIES SIDEWAIK � ai I _ LANDING TOP OF � T�,-� IUF' CiF � ROADWAY j�ROADWAr — i 6" ------ --- -�- � DETECTABLE WnRNiNG `.DEPRESSED CEMENi CONCRETE / �, DFF'RE�>Ef. PATTERN (SEE DETAIL CURB & GUTTER RAMG -� -��� ���RB 2k GU'TFF u \�I NOTES 1 Avoid plocing droinage sVuctures, junction boxes or other obstructions in front of romp access areas 2. Ramp siopes sholl not be steeper than 12H 1 V. � 3 See sidewolk spacing expansion joints and score mork detoil for additionol notes. SIDEWALK RAMP WITHOUT PLANTER STRIP I owc. 3-io N0. � ! � � � � � � � � � �. � � � � - � � � � RADIUS POINT OF , "� CURB RETURN � p"� "ul/(� � - SfFCpNC�RE �C � I CEMENTCONCRETE PEDESTRIAN CURB 1, � � CEMENT CONCRETE 1 SIDEWALK �� SIDEWALK RAMP -'•, �, � I A 3!8" EXPANSION JOINT -, \� �`., Y�'�' � 5': `y � �i � � „ 3 i<.. I �. � ... � BUFFER STRIP ... � � L i �� Y I 6'-0' X JCE FROM- P.C�_- RAMP LANDiN PLAN VIEW SIDEWALK RAMP PLAN �__ 5'__0' __��W , � BUfFER STR PI io I ! L TOP OF � 2% � ' ��' ROADWAV � - � : '� CEMENT CONCRETE J/' SECTION O '�` CEMENTCONCRETE SIDEWALK CURB & GUTTER NOTES 1. Avoid placing drainage structures, junction boxes or ofher obstructions in front of ramp access areas. 2. Ramp slopes shall not be steeperthan 12H:1V. 3. See sidewalk spacing expansion Jants and score mark detail for additbnal rates. `F�cier�l W���y �.= /_ CURB, OR CURB � AND GUTTER Y Q �' — • ai - IN O _.. V RADIUS W' 4 ��� W - �"� (AT CURB FACE) X V X V 20 PEET 4'-8 112" 6'-0' 3'-7' B'-3 1/2' 30 FEET 6'-5 712' 8'_Y 1 1/2" 5'4.1M' 12'-0' 40 FEET 7'40" 1 T-5 1/4• . . 6'-5 3!4^ . . 15'J/4^— 50 FEET 9'- tl4' � 13'-7 7/4" 7'� 1Y1' 17•-9• 80 FEET 70'- 3l4' 15'-6 1/2" 8'-5 3I4" 20'-1 3/4' 70 FEET 11'- t/4' 17'-0' 9'-3 3(4° 22'-4 1/4" BO FEET 11'-10 1(2' 18'-N 3/4' 10'-0' 24'4 3/4• . 90 FEET 12'-8114' 2d-8 12' 10'-9 3l4' 26'-3 3/4' 100 FEET 13'-5 7@' 22'-0' 11'-5 3l4' 28'-1 12° INTERMEDIATE RADII CAN BE INTERPOLATED iCTABLE WARNING 5' - 0" RAMP 'ERN (SEE OETAIL) VARIES _ � � OTO6' I TOP OF /- ROADWAY f CEMENTCONCRETE CEMENT CONCRETE CURB & GUl"fER PEDESraInN CUrts SECTION O 3/8' EXPANSION JOINT _ 6�' � � �P � CEMENT Z, _ �„ CONCRETE TOP OF SIDEWALK —� - LANDING ` ROADWAY v I 6' / DETECTABLE WARNING DEPRESSED PATTERN (SEE DETAIL) - CURB 8 GUTTER SECTION OB ,��' ISOMETRIC VIEW DETECTABLE WARNING q RAMP PATTERN AREA SHALL BEYELLOW. �\ I 9 �� O__ AI �B MIN. MA7(. � - � i O A 1 5I8' 2 3/B' . B 5/8' 11Y2" PLAN C 7/16' 3/4' m C D 7/8' 1 7/1G `�'L� � � � ATION TRUNCATED DOMES DETECTABIE WARNING PA7TERN DETAIL SIDEWALK RAMP WITH PLANTER STRIP I owc. 3-�oA N0. OEIECTABLE �IApNNC GAiiEiN (5EE OEiAIi 2'-0' �LUSN —� o.ot r`r.p,. �K )Y� Tf � 1 AHI.I. WARNi J�. J o' s• eo' �, rr �<rv aHr n,r+oi ;tr "- � r aT�J r � r twaa ccrEnr ca�re soc�K� rt:�..l c�W, tN !:OraFi �ud,:� wilr• � ; so o�w�.� sxr�a wso{i7 •��rl; s!,I:�. 8.. ,a ;i ,-- '�--"-i �. SECTION A-A � 'r�{� �I� .�'�, `jr U--� NOTES: �� 1 _ _ �F, t. RAYP ANO APPROACHES SHML BE CLEAR OF OBSTAClES 1-��} �-�� 1OJ WC�. NvpRnNTS, POLES. ANO i�AETS. i MIN _� MAx ! 2. RAMP CENTER LINE SHALL 8E PERPENdCUTAR TO OR A i 5/�?��_�I 3/u�T__' f?LAN R�WIAL TO CURB RETURNS tM0.E55 OT�#RYxSE APPROVEO �-� �i� "" 8Y ENqNEER. I-� - �C 7�if.,, � � � �c,� C 3. WHEN RAYPS ARE C�+STRUCIEO ON ONE SIDE OF 7tiE � i r-'' STREET. R�wPS SM/�ll � CONSTRUCTEO AT CORRESPONO�NG i,l)T 7 R:....0 _, �.:-. If.._�.. ...�.. SiOEMAIK LOCATIONS ON OPPOSiE 9DE OF STREET. i� � � SEE DWG. N0. S-9. 4. ON ARTEq1Al $iREETS, IN GENER/1� CASE, CURB RAMPS t�EVA!i0N SHALL BE COMS7RUCTEO TWO PER RApIUS, W OR PREFERABLY ADJACENT TO THE MAIN PEDESTRIAN PMiHS. DE TFI; I ABLt WAF?fJING ��� � TERN uE � AIL 5. On RES�OENiIAL STREETS OR wFiERE UTq.�TlES �E ui GONFUCT OR STt�ET GRnOE EXCEEDS 4.07L q1R8 RIUrPS NAY BE . CONSTRUCTEO ONE PER RAqUS, AT MI�dNT OF CURB � RETURN OR Ai YAW PEOESTRIAN PATH. REV. MAR 2011 ��PUBLIC WORKS CURB RAMPS IN VERTICAL CURB ° o�� 3->> � DEPARTMENT � r � wi � � �w sw � � �r � � i � � +r � � r� � � � �n a� � � � a� �r � � � � r +� �r i VARIES SIDEWALK 3/8" EXPANSION � I/liA1T 1 /7" OAfl111C � � FOR CURB & GUTTER 2" CRUSHED SURFACING TOP COURSE USE DETAIL 3-4 VARIES SIOE WALK PLANTER STRIP AS REQUIREO 2�� CRUSHED SURFACING TOP COURSE USE OETA�L 3-4 NOTES: 1. FOR JOINTS AND SCORING, SEE FEDERAL WAY STANDARD FOR SIDEWALK SPACING, EXPANSION JOINTS, AND SCORE MARKS. 2. SEE DETAILS 3-6, 3-6A, & 3-7 FOR MINIMUM DEPTH OF CONCRETE THROUGH DRIVEWAY SECTIONS. 3. WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1/8 INCH AND AUGNMENT SHALL NOT VARY MORE THAN 1/4 INCH. 4. CONCRETE SHALL BE CLASS 3000, WSDOT SPEC. 8-14. � ` Feder��l W�:�y PUBLIC WORKS SIDEWALK DWG. N0. 3-12 Bq.TS: 2 PER JOn:T VnR�ES t/I'X 3" UG SCREWS BOAROS: � �v. 8'x Y OR t2'x t" 45°/� 0 r `co� � � TvPE OF 6� � o SuPPORT ' � VnRiES ^ in � 6��� 6' ^ . . ! 1R�S 2' WN. _- _'-' PO5T5: 4"X 6' YIN. PRESSURE TREATEO OR CEOAR P,uNTEO asuTE. FIXED (PERMANENT) TYPE III BARRICADE S�W08AC5 FOR MDED STABIUTY � i i. .. i /. . i r��,�� � �//A/ ����� I ui MOVABLE (TEMPORARY) TYPE III BARRICAOE 2EV. NAR 2011 � C'��`� °�� �n�„ „ PUBUC ° v�y WORKS STRIPE NOTES: 012ANCE dc WHITE IF TEMPORARY. RED d� WHITE If PERMANENT. REfLECTORIZED SLANT OOWNWARO, RIGHT OR LEFT, IN OIRECTION TRAFFIC NAIL PASS. SLANT BOTH DIRECTION$ fROtil MIDDLE IF TRAFFIC PASSES BOTH ENOS. WIOTH 6" EXCEPT 4" IF RAlLS ARE LE55 THAN 3' IONG. SLANT 001MVWARD TO MIOOLE AT END � CLOSEO ROAO. SEE MUTCD SEC. 6f.60. NOTE: fOR OIMENSIONS NOT SHOWN, SEE TABLE. INfORMATIONAL SIGN STREET PLANNEO FOR EXTENSION WITH FUTURE DEVELPMENT. FOR MORE INfORMATION CALL CITY OF FE�ERAL WAY PUBLIC N�ORKS DEPARTMENT 253-835-2700. TO BE INST,4LLE0 ON BARRICAOES WHERE STREET IS PLANNEO fOR FUTURE EXTENSION — AS OIRECTEO BY PUBUC WORKS OEPARTMENT BARRICADES TYPE I BARRICADE TYPE II BARRICADE DwG. 3-15 N0. � � � �■ � � � � r � �t � � � � � .� r� � � � � SKIP CENTER LINE (SCL) � I �5' � 1 ' � � � TYPE 2YY RPM-� �4" YELLOW LINE (TYP) SEE NOTE 6 DOUBLE YE�LOW CENTER LINE (DYCL) 0' 4" �4" YELLOW LINE SEE NOTE 6 � � TYPE 2YY RPM (TYP}-� WHITE EDGE LINE (WEL) �-4" WHITE LINE YELLOW EDGE LINE (YEL) A O� � ��4" YELLOW LINE SEE NOTE 6 � �TYPE 2Y RPM (TYP) � SEE NOTE 7 OIRECTION OF TRAFFIC DOTTED EXTENSION LINE (WDEI, YDEL) 0 � � 0 � � � 2� �` ���' �4" LINE, YELLOW OR WHITE PER P�ANS. SEE NOTE 6 GENERAL NOTES: 1. STRIPING ON ARTERIALS SHALL BE PLASTIC TYPE D METHYLMETHACRYLATE (MMA). ALL OTHER STRIPING SHALL BE PAINT. 2. ALL STRIPING WITHIN INTERSECTIONS SHALL BE PLASTIC OR MMA. 3. ALL RPM'S SHALL BE LOCATED TO PROVIDE 4 INCHES BETWEEN STRIPING AND RPM'S. 4. TYPE 2 RPM'S SHA�L BE USED ON ALL ARTERIALS AND COLLECTORS, IF STRIPED 5. WHERE TYPE C CURB IS USED IN PLACE OF STRIPING, USE RPM PATTERN APPLICABLE TO THE STRIPING BEING REPLACED. SPECIFIC NOTES: 6. IF MMA IS USED, MMA SHALL BE PROFILED. ' 7. WHERE RAISED MEDIAN OR TYPE C CURBING IS USED, USE TYPE 2YR RPM'S, WITH RED FACING OPPOSITE THE DIRECTION OF TRAFFIC. 8. WHERE RAISED MEDIAN OR TYPE C CURBING IS USED, USE TYPE 2WR RPM'S, WITH RED FACING OPPOSITE THE DIRECTION OF TRAFFIC. 9. PLACE RPM'S ON SIDE OF STRIPE THAT IS IN TURN LANE. PLACE RPM'S ON BOTH SIDES OF STRIPE IF BOTH SIDES OF STRIPE ARE THRU LANES. LEGEND: a MONO-DIRECTIONAL RPM TYPE 2 � BI-DIRECTIONAL RPM TYPE 2 �`���"`r�` � woRiis RAISED PAVEMENT MARKER Na�' 3-» 0 0 WIDE LINE (WL) NO PASS LINE (NPL) � 20'-'� 8" WHITE LINE �� � . , , � � �SEE NOTE 6 0 � � 4 � � TYPE 2YY RP a 4" YELLOW LINE SEE NOTE 6 �TYPE 2W RPM TYPE 2Y RPM � SEE NOTE 8, 9 DIRECTION OF THRU TRAFFIC DIRECTION PASSING IS PROHIBITED DOTTED WIDE LINE (DWL) REVERSIBLE LANE LINE 4" YELLOW LINE 24 1' 1' 1' SEE NOTE 6 �� � 0 CJ CI � CJ � m � 4„ � 2 �� �8 WHITE LINE � �-�7 �TYPE 2W RPM SEE NOTE 2 �� �� `� i SEE NOTE 8 pIRECTION OF TRAFFIC TYPE 2YY RPM LANE LINE (LL) TWO-WAY LEFT TURN LINE (TWLTL) �-5 -�-5 � � ��-_____� I � ' � ' � � � O � � � 4„ TYPE 2W RPM � �4" WHITE L�NE (TYP) SEE NOTE 8 SEE NOTE 6 �---�YPE 2YY RPMS 4" YELLOW LINE SEE NOTE 6 DIRECTION OF TRAFFIC DIRECTION OF THRU TRAFFIC DROP LANE LINE (DLL) pIRECTION OF TRAFFIC BARRIER LINE (BL) �� 2 �3�� ,_.--20-.., 20" YELLOW LINE �� � � SEE NOTE 6 � TYPE 2YY RPMS �SEEENOTER8M'S �SEEWNO E LI�NE � � REv unq 2011 � Fecier�l Way � .= RAISED PAVEMENT MARKER � � + DwG. 3-18 I I N0. � � � � � � � � � � � � � � � � � � � � � � � � Pavement markings may be curved here as shown to aliow for continuous painting by the striping machine. When RPM's req�ired by contract, use Type 2YY, see Note 5 _ Deceleration taper I � I �� III III 1""""""", � \ ��"`O""""`, ��� ��� �� • .. . `F�der�I W�y DETAIL A PUBIIC WORKS Double yellow center stripe r U O o c aa a Q ih / ~ �1 40' RPM . spacing � � \ N � � - C [ '_ h Double yeilow � center stripe � o� a a� — 0 4" Lane width � � measurement point 4 � Type 2YY RPMs � ` \ 10' O.C. � , �ti Double yellow center stripe RAISED PAVEMENT MARKER DETAIL B DWG. 3-19 N0. Stopping panf see Note 3 Gore Shipe see Dwg. No. 3-18 Stopping point see Note 3 Type 2L iraffic artows. see Note 1 Variable 50' Gore Sfripe see Dv+g. No. 3-18 W L ,..... _ .,..._..---.._.. ._,,,f...._�._W'... __ Type 2L fraffic anows, see Note 1 Double yeNow center sfipe, see Dwg. No. 3-17 Variable Toper length = T, x Taper rate See Table 3 Decel. raper pouble yellow G8f118f SiIIpB $e@ TOa6 1 see Table 2 fa faper rate —npWoacn W _�_ � _ .._.__._ ___. � ......_. __ Departure — W: 588 Defal A No Pass Line See Toble 1 on approach fa faper rate side Taper length =� x taper rate LEFT TURN LANE .,5�� See Note 2 100' +_ 300' MAX NOTES 1. Firsl Type 2L anow is insfalled 50' back of stop bar or crosswalk. Second arrow is located 100' back, or ai lefT tum pocket. 2. 'S" = 140' tor posied speed < 50 MPH. 'S" = 170' for posted speed > 50 MPH. 3. Stopping pant shdl be marked with sTOp bw only when mainkne movemeni is conirdled by a sfop sign or froffic signal. 4. Rased pavemenl markers shall be instuUed oNy when specified in the Coniract Plans. 5. See Dwg. No. 3-17 For marker �signation. �. _ .__-� -....�___._._ . _.._, __ � �_.—_ _ ____.«_.._ _._ _..___ _. �.,__. Double yeNow cenfer Two-way left twn lane, see Dwg. No. 3-1 S Type 2L Tmtflc arrows. see Defal B siripe, see Dwg. No. 3-17 � LEFT TURN IANE TWO-WAY LEFf TURN LANE TABLE 2 TABLE 3 TABLE 1 Decel. No Pau Posfed Taper Posted Tape� Posted �ngih S ed Rate S�� �e Speed ��mum 55 mph 55 : I 55 mph 165' S5 mph 725' �� 50 : I 50 mph 1�' S0 mph 660' 45 mph 45 : 1 45 mph 135' 45 mph 590' 40 mph 40 : I 40 mph 1 ZO' 40 mph 360' 35 mph 35 ; I 35 mph 1 OS' 35 mph 260' �� 30 : I 30 mph 90' 30 mph 200' 25 mph 25 : I 25 m h 75' 25 mph 150' °�°f PUBLIC <.���� ' ' � WORKS TWO-WAY LEFT TURN LANE I I ) l , _ Vq = Approaching fhrough lane � See Detail C W, = Departa�g Lane � T, = Widih of leff tum lane on approach side of T, _�^fidTh of lefi tum la� on depaAure sfde of Two way leit furn termination �eh tum W, = iotal widih of channeilzation aT Tee intersecTion w where �adius �yy + W.r + T+ T� leFf tums we not permitYed and two way leff tum is noi continued beyond intersection. END TWO-WAY LEFT TURN LANE PAVEMENT MARKING DETAILS - TURN LANE I°NO�� 3-�9A � � � � � � � � � � � � � � � � � � � � � � � i i � � � � � � � � � � � � � Cent Cros: Centerlim Roadway CROSSWALK STRIPE DETAIL _.�.. . , : :. ; � ' HANDICAPPED PARKING STALL SYMBOL ` Feder��l W�y PUBLIC WORKS GRID IS 1" SQUARE BIKE LANE SYMBOL nterline rb Ramp MARKING AREA 6.02 SQ.FT. LANE � � 2'-0" I 3� I �� I PREFERENTIAL LANE SYMBOL MISC. PAVEMENT MARKINGS DWG. 3-20 N0. � I,._,. �•-z'-I----� ? � �..{WPSE 'A' � j� m I j- iIIIPSE 'B' O � ma ft O < ri � o �iii n � < . - � 4 v_� 1 x y_ ry W < CiR. PoIN1 OF EWPSE ' e i �0"-EllMSE '8' A705 8•� TYPE 25R (RIGHT) TRAFFIC ARROW �•_2• 1'-6� MIRROR IMAGE Oi EIUP 'A' TYPE 2A AXIS GRID IS 4� SqUARE TYPE 2SL (LEFT) TRAFFIC ARROW � ��•_3• �_ . � I I o � � i I I o � � ' I � � � � I i i. 4� 8� TYPE 15 TRAFFIC ARROW REV NAR 2011 G������" `-"'"�"�"" "" �J PUBUC ° WORKS I �I ; `� < ,•_.• I ��-Z° � �—ewvse '�' n+ � � J\ ' ' ` � _� V o LLIPSE 'B' 1 y� N � m �LL< � O V1 � W < I ia� � " 3< C7R. PpNT OF ELLIPSE—� i I---- --� 10'-ELLIP� '8' A705 8-�� TYPE 3SR (RIGHT) TRAFFIC ARROW � _Z� �.�6•� INRROR WAGE OF EIIIP 'A' iYPE 35l AXIS GRID IS �' SOUARE TYPE 35L (LEFT) TRAFFIC ARROW ��-z����'-�" -- --�. rZ:-4�-� 0 0 � C�R. PpNT OF EILIPSE� {��pg 'A' ELUPSE '8' m �� � i4< o �i �W! iuN � ja v _+ � � �` `� I � _ _ � I � Ii � °1 � I � I__._.___'"_ � i I IB"11` � 8' I i 1 TYPE 5 TRAFFIC ARROW � -o-- I I� _... I I � io i 10�-ELLIPSE I I 1 � 'B' A)OS g' �fiF_�..._ _ �._6. � -Z� EILI 'A' "ps YIELD LME SYMBOL GfBD IS <' SW�RE YULi1PLE SvMBOLS REW�RED � TYPE 45 � FOR iRAN5VER5E NELO LINE TRAFFIC ARROW PAVEMENT MARKING ARROWS & YIrLD LINE `_�;YMF�CiI_ No�� -� �'' �■ � � � � � � � � � � � � � � � � r � 7' 7'�150' (TYP.}-� � � J J � lZ�^ 1�ua�D ��°� aa � � 'a RPM TYPE II (WF�ITE)� � A 1 A . ���°_'_°___°_'_�� { I � PM TYPE�II-YE (TYP. AT ENTE ��E ���f `�e s w �. n � l• i7 I--B' � MARKING DETAIL - 2:1 SCALE ` WHITE',PLASTIC MARKINGS {TYPICAL) S�GN DESIGNATION / SIZE WS-1 BUMP � 3U� K 3U� W8-tA BUA1P AHEAD 30" x 30" W13-1(15) 15 MPH A�VISORY PLAOUE 18" x 18� NOTES: t) ADVANCE SIGNS USED ONLY FOR FIRST IN SERIES 2) WHEN 2 OR MORE BUMPS, REPLACE W8-1A WITH W8—tA{S)�(BUMPS AHEAO) O O� a0 P O M fV �V Cj . N v1 � ' j I � O 1 + . � 1 1 I 7� i� 1� 1� ' �. 7 SECTION A-A - PARABOLIC CROWN I , STANOARD CLASS D OR ' 6�• � C1A55 C MIX (TVP) �1'-2' MAX�TAPER� CURB fACE ' GUTTER � � TACK COAT {TYP) SECTION 8-8 (CURB ANO WTTER) ( ' I , REV. MAR 2017 G���� �° ° � v�c��j PUBLIC WORKS a 6" 6` MAX. APER SMOULDER SECTION 8-8 (SHOULDER) SPEED HUMP OWG. N0. 3-26 ��L � 10' —�100' (TYP)� N � � 3 3 3 � � � '� L i�� a Z � ; � � � � �n , ^ WHITE PLPSTIC I ' haRK�NGS (TYP) }-� � %—s—'— i v E N�1 �u� 9 N O � L�L'�\��� �LL \'� --�0--- '� �4•4Y—�J MARKING DETAIL — SCALE 2:1 ° ���� (( ! RPM TYPE II-YELLOW ! ('fYP. AT CENTERUNE) � �' � - RPA1 TrPE u (WFi�TE) � s�cN oES�crunor, / s�zE wii-2 MAN WALKING 30" x 30" W8-tA BUMP AHEAD 30" z 30" W13-7(20)� 20 MPH ApVISORV PLApUE 18" x 18" wls-7F nRROw DowN za" ■ 12" NOTES: I) ADVANCE SIGNS USED ONLY FOR FIRST iN SERIES 2) WHEN 2 OR MORE BUAAPS, REPLACE W8-1A WITH WS-tA(S) (BUMPS AHEAD) 3) USE YELLOW-CREEN SIGNS FOR SCHOOL CROSSINGS 4) USE 51-1 INSTEAD OP W11-2 FOR SCHOOL CROSSINCS o ci uo a . N1 N fV N N � � SECTION A—A — PARABOLIC CROWN STANpARO C1A55 D OR 6- � CLASS C AA�X (TYP) }-- 2' MAX �TAPER� CURB FnCE > GUTTER � TACK COAT (TYP) SECTION 8-8 (CURB AN� GUTTER) �- � Feder�l W�y PUBLIC WORKS a 6" 6" MnX. nPER SHOUlOER SECTION B-6 (SHOULDER) OWG. N0. ' RAISED CROSSWALK 3_2� ' ,o' •�ioo' (rrP� N � ��7�13; � �Aic A RPM TYPE II (WHITE) ' A f-- — '—O---O--- '� \ RPM TYPE II—YEILOW (TYP AT CENTERUNE) ��` Y��� I 4-100' (TYP � WHITE PLASTIC 8 I--4'4"� MARKING DETAIL —. SCALE 2: 1 (TYPICAL) SIGN OESIGNATION / SIZE W8-1 BUMP 30" x 30" W8-1A BUMP AHEAD 30" x 30" W13-1(20) 20 MPH ADwSORY PLAQUE �8� ■ t8� NOTES: 1) ADVANCE �GNS USEO ONIY FOR FIRST IN SERIES 2) wHEN 2 OR MORE BUMPS, REPLACE w8-lA WITH W8-tA(5) (BU1�AP5 AMEAO) 0 0+ co a . M fV N fV lV � OD SECTION A—A — PARABOLIC CROWN . STANDARO CLASS D OR 3, ClASS C MIX (TYP) � �1�-2� MAX�TAPER� CURB RACE GUTTER � TACK COAT (TYP) SECTION 8-B (CURB ANO GUTTER) REV MAR 2011 C= �\� sm►ae 0 0 �� PUB�IC woRKs a 6" MAX. 3' iAPER SHOUlOER SPEED TABLE SECTiON B-8 (SHOUlOER) DWG. N0. 3-27A POSTED * " SPEED (MPH) S1(FT) S2(FT) 25 — 105 30 — 140 35 — 185 40 115 230 45 155 285 50 195 340 * ADVANCE LOOPS ARE NOT REQUIRED FOR TURNING LANES & MINOR THROUGH LANES � � 3A Z 3B � ¢ w J � 0 i9 0 � °^�a° PUBLIC ° 0 ° � WORKS n. O O J a w g Q Q J W W � U � Z W � H 0 z Q O O H H � � SERIES CONNECTED LOOP 1-2 COUNT DETECTOR LOOP 3 (DRAWING NOT TO SCALE) NOTES: 1. USE XYZ LOOP NUMBERING SCHEMATIC, WHERE: X IS THE PHASE # Y IS LANE # FROM INSIDE Z IS LOOP # FROM STOPBAR 2. USE 3' X 25' LOOP FOR BIKE LANES 3. PHASE 2 IS ALWAYS NORTHBOUND THRU DIRECTION 4. ALL LOOPS SHALL BE CIRCULAR STOP LINE LOOP SCHEMATIC REV MAR 2011 owc. No. 3— 44 � � � � � � � � � � � � � � � � � � � oao��o 0 0 \�—' � 6 S' Jp. '� A ,� s. 5 � 6 � � N3 BAR HOOP . 2 /3 BnR NOOPS /3 BAR EACH COf�R i3 BAR EACN SiDE 5 S' Jp, S" °' ,� S� 5 i � � i i � � > t�' � _ .. �. .�// 1 :`►�'� J``'�r 16 �\ *N � �� s� . � � �� � n� � � � � I � . � � 1 � � � � I I ' � � � i '� °+ � � � i � � � � f: h� ��•I: �y w. �� _ Q4 �` FECI�r��l W�y � .`. fRAME AND CRAiE 6" I�SER SECTION 12' RiSER SECTION PRECAST BASE SECTION N�surt�u¢Nt �T tHe roa THE BnSE) /3 &W EACM WAY NOTES: 1. CATCH BASINS $HALL BE CONSTRUCTED IN ACCOROANCE WITH ASTM C478 (AASHTO M 199) & C890 UNLES$ OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSOOT/APWA STANOARD SPECIFICATIONS. 2. AS AN ACCEPTABLE AITERNATIVE TO REBAR, WElOED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SOUARE INCHES PER FOOT MAY 8E USEO. WELDEU WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACEO IN KNOCKOUTS. 3. ALL REINFORCEO CAST—IN—PIACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHAI.L BE FURNISHEO WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHA�� HAVE A WALL THICKNESS Of 2° MIN. ALL PIPE SHALL BE INSTALlEO IN fACTORY PROVIOED KNOCKOUTS. UNUSEO KNOCKOUTS NEED NOT BE GROUTEO If WAIL IS LEfT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER OIAM. PLUS CATCH BASIN WALI THICKNESS. 6. ROUNO KNOCKOUTS MAY BE ON AlL 4 SIOES. WITH MAx, OIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUNO OR "D" SHAPE. �. THE MAX. OEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION ANO RISER SECTtON SHALL NOT EXCEEO 1/2"/FT. 9. CATCH BASIN FRAME ANO GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS ANO MEET THE STRENGTH REOUIREMENTS OF fEDERAL SPECIFICATION RR-F-6210. MATING SURFACES SHALL 8E FINISHEO TO ASSURE NON-ROCKING FIT WITH ANY COVER POSITION. 10: FRAME ANO GRATE MAY BE INSTALLEO WITH FLANGE DOWN OR CAST INTO RISER. 11. EDGE OF RISER OR BRICK SHAIL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. CATCH BASIN TYPE 1 OWG. 4-1 N0. i zs � _ _ ,_. _ . ,.. "'�' PAD t6 - 3/�' X 2 1/4" X I/8' PLAN �8' x 2a" 9/�6" ^�— ( (+t/SY'. -0' 7YV.) r � � �- � � Y . I 16" X 22` OPEM�IG I " I � t7 }�s' X 23 3/s. (+1/32'. -0' 7YP.) 25' SECTION A-A VERTICAL CURB NOTES EXTRUDED CURB 1. ORILL AND TAP fOR, ANO PROVIOE. TWO LOCKtNG BOlTS 5/8"-11 NC STAINLE55 iYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) Cnl' SCREWS 2" LONG wHEN USEO WITH SOUD COVER (DWG. N0. 4-7) OR WF�N SPECIfIED 8Y ENGINEER. 2. fRAME AIATERIAL IS CAST IRON PER ASTM A48 CLASS 30. 3. SET FRAME TO GRADE AND CONSTRUCT ROAU AND GUTTER TO BE FLUSH WITH FRAME. �;�`�°""' PUBLIC STANDARD FRAME WITH VERTICAL OR °° � woRKS EXTRUDED CURB INSTALLATION nl {;VIW:1itTE GUR9 � CATCH BASIN WALL iu[u wKe CATCH BASIN WALL DWG. q_6 N0. � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � SEAL JOINT WITH PAVING ASPHALT COMMERCIAL HMA AOJUSTING BRICK OR — CONCRETE RISER. NO STEEL RISERS ALLOVI�O (TYP.) UTILITY tvIAfVHOLE AND VAULT ADJUSTMEIVT RING OR fRAME GRATE OR LID I � —6 a � I � 1 a I� G dl v I Q d I a �d � v�i UTILITY ADJUSTMENT DETAIL NTS THE EXISTING STRUCTURE SHAIL BE RAISED OR LOWEREO TO THE REQUIREO ELEVATION USING CONCRETE BLOCKS, BRICK, AND/OR CONCRETE RINGS. EACH JOINT SHAII BE GROUTEO USING A�s INCH LAYER OF NON—$HRINK MORTAR, PLASTEREO SMOOTH INSIDE AND OUT, COVERS SHALI BE SEATEO ON A UNIFORM LAYER OF GROUT TO PREVENT ROCKING. HMA SHALL 8E MECHANICA�LY COMPACETEO iN 3" MAXIMUM LIFTS. 1'-6" EXISTING CB OR MANHOLE SEAI JOINT 1MTH PAVING ASPHALT COMMERCIAL HMA DIG OUT LIMIT AND ASPHAI.T PERIMETER SHALL EXTEND 2" BELOW ADJUSTMENT RINGS HEV: NOV 2011 C' �\� °"'� � PUBLIC DWG. NO. woRKS UTILITY ADJUSTMENT 0-0 ,� SIDEWALK CEMEMT CONCI�TE CURB OR 6UTTER � �.... SEE STAIA�RD M�AN F10.12 . � � �... �r .__y; LOOPSTU&OUTSLEEVE(1/4'T01/2' . j ' :�- BELWN TOP OF IMVEMEN'n ' ' � - � ♦ ._�. � . . '� i LEAD-IM CO�UIT BMALL E%TFNO A ' �� �- MINIMMIM OF 9!4' INTO PAVEMI�IT , (PAVEMENT DEPTH VARIES) � � �. CONDUR SECURED Wi0 �: ( � R0�4D SURFI�CE (NR) �I� � 70 JIH:CTION BOX STUB-0UT DETAIL WITH CEMENT f�lICRETE CURB OR OUTTER CEMENT CONCRETE BMRIER - SINOIE SLOPE BARRIER &iOYVN 8EE (:OWTRIIC'! PlAP18 FOR 8RE AI� NPE � aF�fOUL�DER _.� j�- �-- ir.._..'� /_ LOOP SiUB-Olff SLEEVE (1/4• TO U2' ' BEL0INTOPOFPAVEM� -� ! I '"" _ - ~ � } �"'.....""" i�i i i . � � � ; LEAD-INCONWIiSHALLDCTENDA .: �' - NINIMWM OP 314' INTO PAVEMENT ' (PAVEMENT DEPTH YARIES) \`. CANDURSECIXi�E�DpWTO �I � Ronn SuRF'i�riE \.., •� CiUARDRAi� WITl1 POBT AND BLOq( � i _ TO JUPMTON BOX ' �--- �r � I ro.wNCnoNeox i � To,xxxnoweox � � �Y STUBOUT CONDUIT PLACEN�NT DETAILS ST�'�T �TA� WITH CEMENT CONCRETE BARRIER CE�NT CONCRE7E CURB OR GUTfER SEE 8TAI�ARD PU1N F70.12 tr LO� STUB�OUT 8LEEVE (1/4' TO 1YY - I � BELOW TOP OF PAVEMENT) LEAWN fbNDtMT SWLLL E)CTENDA A�1MN�1 OF 3H• MITO PAVEMENT (PAVEMENT DEPTH VARIES) CaNDUIT SECIMEp NJTO RW�o SuRFACE (TYR) STU&OUT �T/►� WITH GWRDRA�AND CI�tB LOOP 8TUB-0UT SLEEVE (1M' TO 7/C BELOW TOP OF PIWEMBQT) lEA0.W CONDUIT SHNl DREND A MN�qMKMA OF 9N' pJ'IID PAVEiAEN7 (PAVE6AENT DEPTH VARIES) CONDUR SECUI�D INTO RoAD sURFACE (iYF'•I INDUCTION LOOP DLTAILS STANDARD PLAN J-50.15-00 SXEET 3 OF 9 SHEETS nrPreoveo FoR PueucnnoN Pesco Bakotich lll OB-03-11 aareo�w�ow� wh � w.�+wr� �. o.P.,�«r.r.�,.�, � _ � _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ � � ' �y{ �py, . � � � 4 a� � . 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J � 1 �U � �� ���� �� _���� � �� € � �� �,#� �� �� �� �� �� 6� �� � � ' i{ r a 5 ' � C � � � � 7 t ���$�� � � ���� �� � e � � �ov oF ousnNo PYw�a�rrOR L.EVElR�K3 COURBE OF NEYV PYNIB�NT r �oNO rao� Taw e�e noo @ za• CTRS. � LOOP VIARE OR (i12 AN10) - w�c. s wx�s WoP �IawT �ooP aFUUrr rdt ca+rn�cT� (v�x ca+Tn�cr oe �i�s �v�rw sr �s �aoveo ar � n� �ox�) n� ax�N '� I s�wcur � , � � �VV�iIT �i' SECTION OA a�vrcur oc�a�o �� �ro TOP OF �(ISTNp PAVB�tT OR LENEINi(3 COIIRSE � OF t�IV PAVBABR C87C� 811ND OR (:OWiROLL W OEN811Y Ftl.L ���,R �� �� I L SECTION OD � � � r wNO woH � � e�c� aoo � @zr� . � ��' I _ � � LOOP LEA6�N VYriE. a �r++ �wol ote �+s �a�w► 1 - o►� � PNrt �rx.� wroTM - s� 87D. tP�. H0.7�6) AAAT'CH DfI871N(i ' PNVINf3 AMTERIAL �,e e � $�i� O woa e�u►�r No7Es � c�rtn�cr on ma oF c�en►w w�v�rr ns � ar 1. F� u�s oo�,k tr�awh to the oomm of tne existing Ys ort t�varp co� �� or neMr wi� CSTC� send a controlled OF NEW PAVBA@R � ��^ �����fd Sp�CMIqqO1M �- SbNCUf `b' 2. MNar R�pbrwl va�tlor�t ere WloMred in 1he aoft � � � Y L � � � � � � �C011ti�d i0�:dd�W1Hl UM EIIQ�IIBlf 0� !BB � � � requiramsnis. � Q � crna. �+ � � 9. Conduc�ors shap bs nwip b ths DotEom of the �� � � � � � � � a�b ths�e�and�aid si�des o�t a� � N �� ��M A10p� . � N �� 4. '� i�M MY�IIZ � 1A1�11 �/8" 41 .�1i8° i10111 �f Of 08YII Cld. S OR(l121WK� -�. � P� 5. Sss �rd Pl�n J�0.70 tor eddidonal Jurw�n Baec deWk. voe . PVC CONDl11T SI'lJNfi TABLE LOOP LEI1D PAWB 1• 1 6-10 11 -/8 11 • i2 29 - 2B �C'� O �� 1-7 2•Y 9•2' 4-2° 3-3' 0� v�r ro r� s�wcur . qABA61-7GOI�DIlCTORS ADD 1A' T�0 T!E BAMVCIIT IUITCH O(18TiD10 � FORMA81151-7t�lDUCTqtS EOOE OF Pl1V� SHOUl1� (8lIOYYl1) r A�1�Mi01AAiERIAL OR EDOE OF E)fTRUDt� q1R6 � I OR �OE OF WTT62 PNN lOOP 811801R BL.�VE (7/4' b 1fC oR � oF rn�c e� aaow,�r oF�rw.n ��' °� "�x woP �o-w s�vucur BTAtmARO JUNC710N FULL DEPTH � � IOOP LEAD -M�I YYIR� SIWM�UT �-��� �� I 251a'A�1.-3'MAX. � LOOPLEADaW11Y� ` ' � -7VYIBi�PAIR � �+ � . . EIOBTMiO \ OBTM O P1NIB@R a '.�� b � � cowurrewoae.� � �' �'�sB ��i�� ae � ��eFxwrtrr �°�e°�'�'���� ��e� :�� � � �° � ����4 � �gt ��� � � �� ge b N O ��1fFMl OA� qB�IST80.�O \��v ����� � � �s��NAL �'�G ����'� � � _ �* �s�a� 7 � � � � �� � � �� ORA11� PAD � �� � �� o- � �� ,�� ,NNCTION BOX PLACEMENT LEAWN COt�IJIT SECTION � NDTE � YAX. W R�OCIQT tE1:110M SECTION OE INWlCTION LOOP OETAILS sTANDARD P�AN J�50.15-00 sH�r � oF s s�rs APPROVED FOR PUBLICATON �.sco e.rroucn ar oe-o3-i� �� a� �w.�r�w s�+. o.p.w�.rar�..P..rM � � � � � � � � � � � � � � � � � � � l�it� � � � �..t � � �1 !� �` � � '�� � � � E��t ►� � (,t� 3/8' ■ 2' x 2' Frart�e Bonding SWd Plate with 1/4NC ■ 1° E0t4E OF LID SUPPORT iRAME Stalnless Steel Bonding Stud. • WeWBondhigSludtoFrameBondingPlate. _ _ . , ,<--__ __.-_______ _ ___- -- -- ----, • Weld to Nd suppOrt fremB. — _ _..� - ------- - ------- -� �--- • 1 we - ei es. �----- - O O O' I � • Grind �d bearing swface flat after weldinp. T ;� *--i ., j • All comeis rounded. ComeB abng exposed sheared or cut edges i I� r- �' � �Q�Q�O ; I � shaB be broken by IigM grGxiing to achleve an approximate ;, i , ; , , , v16• (inch) d�ar�ar or round�ng. � ;; � 1 �O���O ; ; • Rotect conductors wilh flreproof cloth prior to welding. - • Omit Freme Bonding Stud Plete 'rf tfie Frame Bondng point already exists. � 1 , \' Weld all around Iid bonding sWd - 1/4 NC x 1° stainless steel - �- - �- uo eoNOwo STUo (� liberally coat entire assemby wl and-seize compound. ?�- �� p� FRAME BONDIN6 _ ,' � � 80LT Y� LL ��� U I � � ���� -' FILLETWELDAND 7�� tl9 y �� ' . . _ . . _ � � EDGEWELD(fYP.)� . p .. ...___.. ..___._-----�---__.___..-�-�----- -- i � UD SUPPORT - \ _. . _ , � UD 3UPPORT DEPTH � ��� �� ; � ; \ F'---- - �i r— - - - - _ --- -- - ` ---- � .._____' '___._.. ._._.....___....___.. o FRAME VARIES AMbNG / . _� _-1� � . . MANUFACNF�RS' �l � � •. (FlELD VARIFl� °` "�\ _ � . v�, - _ -{7 PuN -�' tiryN. \�� STAINLESS STEEL FIAT WASHER - FENDER ^ � � TO EWIIPMENT � ROUNDINf3 COMDUCTOR BONDIN6 JUA�ER - a'� , i � wITH FULL CIRCLE COWIdECTOR NB MINIMUM • 4' TINNED ° �° y '�', � BRAIDED COPPER (BOI� � _ / �T JUNPER TO EQUIPI�ENT � /,• / !� �- �ROUiE liD BONOIN6 JUMPER OROUNDINO CONDUCTOR) '�a / �. - TO LID BONDING STUD WRH FULL % � . CIRCIE CONNECTOR sT,vN�ESS s'rea FtnT � • ° ,lf. � \ wn�a •� �. �/�\ � STAl1�ESS STEEL FRAME BONDING 8TUD - l A y t B y ADJUSi1NCi NUTS 1l�• NC • i' STAINLESS STEEL . `/ �/ ` S�p�F�RArMUE�N6 °_a COAT TF�S ASSEMBLY WITH i�• �:. iwn-s� cow�ouNO a ^ i FRAME BONDNrO DETAIL O EGUIPMEM GROUNDNKi � _ ,, . CO�UCTOR ,\ ` , / 1 � ` ...�.. � •����. �ll.���� LID TO PRAME COPPER 30LDERLE85 BONDINO JUMPER � CRIAAP CONNECTOR ELEVATION STaN.ESB STEEL / BOND TINNED BRPJDED COPPER FLAT WASfiER ` BONDING JUMPER - p8 MINIMUM ��� �\ / / LOCATION�E BONDING STUD B lJ � -�-- 0 c�s ATTACH TO FRAME BONDING BOLT � \ _� ���_ sraN�ess s�e� I FUT WASHER 3' t _� \ ` STAINLESS STEEL NUT - 2 EACH UD BONDING DETAIL OB � C�F p�y�� y � - � q zsus o ' F�ISTEQ-f. ���NAL E� �� i s I t��� ���� ������ a � k����ll �����j TYPIGAL GROtJNDING DETAILS STANDARD PLAN J-60.05-00 SHEET 4 OF 4 SHEETS � MPROVED FOR PUBLICATON � Paaco Bakotich III 06-16-11 ar�h mw� emwea are � Wtliqbn flub O�ps�Y�wadT�s�erblien K LL U � m � SUPPLEMENTAL 6ROUND��tj SERVICE OROUNDO2 � SERVICE ORWIqQ '� n �I �, 15 I ,Y� .� �7 41, i J;I ��p: NOM. SUPPLBIENTAL 01t0UNO� F+ � V �Q rteywr.aro�� p�ou�dhp tor Mmtrwira tVnO�rds wMh dract 6wid as�iM feede. ar v�here iaquYsd 4� U�e pWre O2 Rayuxea n au swNo. aw.epareroN e�nrea.y�. O3 Typs D tarv�s oWnet thown. Ueo tlds ca�cpt tor Typ� E ubM�R a ha�ormer. . Typa D aarvks � Wwtl be 6WaMsd an lawar eur� d bWaUOn ony. Type B aervke cabNwt aM trmda�mer � a�ae aw e. �ea an �r.a �o aro�m� «+r. 4O Type B modMlsd eavice cahhet OS OraindhpalsWOdsmnduGOrarWaquipm�N poundinp mneucfor ahw na be � tl�raqh kg u� Y�ou�n9 bwhYp• � � �� �. , � ,�� ' 17c c� o ; �. � C ��� i� \ i i, __.. _. .�.-�� � Jij ,� I ; 15 - �EJ ,; DETAtL OA sERVICE OROINID Q I I tt� D SERVICE CABI _ O 6 � r� SEE MANMRD wu► �-to.�a � � ��� 1S ... _ 6'-0'MIN. __ 75 RIG� WC COMDUIT (PVC) APPlICA7WN � o IBERVICE CABINET PLAN J�10.�1A0� y�� � O � � I I � - I I: 6 '- . I .�I . i� I '�, , � I f � � ' %! I --- --J I � � ---� I (' . I� � 1� \� .__. ��I 6'-0'MIN. � . �� 1—� _..--- ------- ---� � ---- � 6. i �� -- - 75 F-_..------ �� - 75 : MIN i � .. y� �� �'. '' I '-�.15' 79 «jJ . 'I � OALVAN�D STEEL RIGID METAL CONDUIT (RMC) APPLICATION DETAIL OC -I 8EE ETA110ARD PLAN J-m -------'-- 6'-0'WN.__._�-----��15 � RKiW PVC COI�UIT (PVC) APPLICATION �s DETAIL OB SERVICE ORCl11N � � SEE MADWl1(m. PLAN .L30 SEE I�Y ON SHEET 1 FOR PARTS C � i �s �I � �• NIS ����; �� �p`�' Q � wesy�� E'), � � �b � h�� � C��� o�'�i�u. O *.� g� g � i �, g� .BI ��A �F�fSTER�� `��� °����I ��S�ONAL E�G °�� �.I ������ i €5���1 TYPICAL GROUNDING DETAILS STANDARD PLAN J-60.05-00 811EET 3 OF 4 St1EETS . APPROVED FOR PUBUCATION i Pasco Bakotich III 06-16-11 i ar�re oranx en�m avE � WsFhpsn E�oo. D�pmennratirarpenmien . �V _ 6'-0'YIIN. � � � �r OA�VANI�D STEEL R�W N�TAL CONDUR (RMC) APPLICATbN �1 �' �i �i � � � � �} i� L�`t �'f � �> � �i � � �� � �' � �� � � � � (� 47 � 11 4 � ! � g ? i � 1 � � �� ' �� \ -�-�-�� ,a 3 � 8 y-, 13 ° �'---�. 9 4 ` ..--) _� � ' � �; � � � � � � �? � � � � mm� � m m � i/�I I� �I 0 O O �"��� ���� Q�J. O �N'� � � B » < ,� � �oR�i`, oR� 14 :�� �..1 �14 I ' 14 ' 14 QU 14 � � , �'�\ � � i j � CONTINUED � � :� � �� 1 + i �FROM SHEET 1,�,�i : t�=F=� E ___ �i�-;i _r.�F.:__�; �C _�--_ q -J�-) i13 8 I 13 \� \ 13 r �� � 73 � FR 1 NT � i2�3 4 8� �9 ` 4 41 CqBUIED OAWAlY�D U I 15 IT'S - COM&NED I RS • COIi11�D OALVAt�ED MEEL OAWAN¢!D STER1 CONDINT (RYC�MC --y-_ RIOD METAL CWIDUR �_y_� RIOD PVC CON � A�71W/. RNMD PVC CONDUR (��� �� FBER OPTIC CABLE WA.Y, (PVC)APPLICATION ��� . NO METAWC CONDIICTatB ' p C 13 71 ( � 13 �'41 ����! -_13 O�� 13 OP �� S EME ET 1-�-- --I �� � I-�-�-'I--- ---. I-._-�-- -� --- � --�'------'-- 7 ....1 --'--� --- -'+'---'--- 1 -------- \ 8 � � � � �� , , 8 � ° � � Y� . 31 i 45 '41 �v 41 � RIOID PVC�COI�UIT �-�-� �(p �yC r--�-_ APPLIGUION FIBER OPTIC CJ1� &E (�) �� APPLICATbN ONLY • NO I�TALLIC COImUCTORS 8 9 ��� , -_____� 0 m t�3 41 � 11 ' E -- i -- �n � „ `,a � Qo oR� �iz� » a .� i � � �F O�IA S�FiEET t �-_— . � _ �i .. --- -- '.'..__ l"_ .-_ � - i--- .. .... -- ° ° � l � � I � � �I ��� 3 • � Q I 41 � � � -' �� �. ° ' . - -. - �/ �� . -•. ,. � • '. ' �i ; ffi i� i ff1 j� '\� a� ' � \� �`. � %r.. ._ i..�'�/, %r.. i ✓i�7,1�%F/, � O SECTION B 11 4 �� 17 4 14 - � -- - � -- �, SRERV�ICEffFERENT - �--- -..�- - }=s--15 � 8 TOP OF PAVEMENT B 45 13 6 4 73 �� � � OR IXISTING 43 ------ - GROUND --.- 3 ITS • C016MIlD OAWAqQED ST�L� \\ 19 15 g 3 N RpD I�U1L CONDl11T IRYC) ApD RHiN PVC COI�UR (PVCj APPUCIITION p� OR 00 13 SHOYM! OR 27 POS518LE SECTION OC - SEE CANTRACT PLANS I � � '� ' i� 31 �-L-�. ��� `i� ITS -RIO� i�� B 9 � - __===== a to 4 � 17 2� , 41 � 11 m � � m , . y. =v���� ..�-.. �� � 0 ' � � a�o. i�`�� m C� C � � m � c � ,, `, \.�,. ' , � ; � ;� Y�i��•l.S, - m � m � [ '��� m m O m O � � 1 1 IP���'� �►�l� �i�l� /i �✓J" l� m� O � � � � :., � � O I � � l� �1. m �, � � m L�-:� c �' `I/ m � o m m o `�� o � o `�R o 0 0' C � �a sc�� C�� . v�a zCi� ���� p ir _ _ � ��`\- ��� U � � � G7 \� �i m � � � TOP OF PAVEMENT �- OR IXIS7ING 6ROUND i i 8 -� 13 SMOYVN , OR�POSSIBLE SECTION Op p�g ��'�T�CT TYPICAL GROUNDING DETAILS STANDARD PLAN J-60.05-00 SFIEET 2 OF 4 SHEEfS APPROVED FOR PUBLICATON Pasco Bakotich III 06-16-11 .r�ie oaox o'auwe wrE � W�n fih WptirMdTmnperld6n l TO POWER �-�-SOURCE '`�' �10 4 �-p 9 � � � , �� i --{. X _ \`. � - .,, � .... `EJ � � � 8 s ai �ja ,��r ii =___- c�, \9 13 �Q ,,o � � m � � m _�� � O ��' O d m i�� ii � L�%� �� �� • � p.::- � o � 11 ts �s 14 � �; sEmnce NEUrn�u CU $�+� �+� C OROUNDIN6 ELEC7RODE CONDUC7'OR � BOlOIWfi .A�IPER G, GROUNDINCi BUSWNO 15 (TYP.IILL RMC CONDUIT TERAMI�UITIONB) ,,?� aaouNOEO � eus ccorrEW ii w semce eNC�osu� 7e EWAPMEHf (iROUlbRJ6 CONDUCTOR O G G G \� �� 8 U � rc� � O � � �u � � ��.=- �� � �U � W rc� -1-- -�- �� � '' , 14 4 ta �t `\ l �.-�' i T' l !,. '- _ _.r_'_"' \\ � � 73__ '�3 4_ �� 8 9 correa+� o�w� a� r� �riu. �ar lw�cl uro f�o wc col�nr �vc1 APPUCAnon O m m� x. � m 0 O �+ �y` �V1� �, -�ID SJ. m m .w-�\� � �' � m m�� � 0 i� m O � � ��)!�!3�� = � 1 � Q �/� � � p� o m ��—� A� � .�T!!�:.'. �,' � m m m m � m � � � � m � � �m _ !. = a • ^n a�"_ �— ^� � m �►�." J= N� � � � � o �> o ,► o ,�- � � Q �"Q ° o m� :c-_��^-�_, � m ' �ti` L�� m � m�� m �� m m O m � m 0 O ° i::!�i�.� ��� �c�� � 4 � 11 /1 4 � N 7z 4 11 12 �Y`�3� �3� Q ii � � Qi ---_L_ ---- ---- -_L_, a+���°s ---- I ---- ---- -- - - ------- - ------- - ------- ___-,-----------� - - _ _ - ----- --- +3- - 8 �s z � e l!J 4 8 4 4 8 'u 6 . . 7�}2—!�� � \y..� 12 —;'; �y ��! y - \ 7 �o `J +o o- , ; : 3 �s 4g �3 41 � it 19 15 8 8 FRONT � 12 � 8 OAWAMiED S7EEL RIOID METAL CONDUIT (�l��T� ---�----- - �-- OROUND DETAll.8 --=---_ -.-.-_ - - _____ Q.ECiRICAL LOAO BUPPORT � TO SERYICE NEUTRAL BUS B 4' 3 4 B � �O � (L1N�11NAM2E Pd.E AtA TRAFFIC 81GNAL POLE) � 70 OROUNDINfi TERMINAL OR COWNEC710N TO � . COPPER SOIDERLE55 CRq�W CONNECfOR EQUIPA�ENT C3ROUNDING S`B7EM Q TRAFFIC SIONAL CABINEf �; � 9 �vua�o s� wow �rn� corrourc fwacl �� wu�rEa nlrncr�o ro eox wnu � cneu��r oaourox� euss (c�a�re) �� C��� (�) BONDING JIMAPERATTACFED TO BOX LD(S) QS RI(31D MC OUiEROUCT WITH PVC OR PE INNERDUCT OPTION A- 70' RMC WfTH FlELD BEND ����p STUD. 1� 8 AW6 (MIN.) • Y TINrED 36 OAWANIZED STEEL RIG� METAL CONDUR OUTERDUCT WITH _ � ��F�� gpAlpEp COppER. O PVC OR PE INNERDUCT owrww e-�a a�c ��+o e�u eus�+iNO Q wcnre wue�. cog. �a nasioe cisi�r, c� vaxr. �x vuu eox - os F�ctoav �eows m'P. �v.� woni-�ral�c cormuR hw�nm+�1 � o�cr� uw�nois� w� ru�. co� r a+sroe - AppiipyEp qpApTER FlTTING � CO� SI�p PVC CABME'f, CABIE VAUI.T. qt PULL BOX '�� � HIOH-0ENSRV POLVETFMEI� CONDUR (HDPE) � TRAI�FORMER CABY�T - OROl11DWf38U6HING fiROUND ROD EDOE OF FOI�TI�1. POIE qt SERVICE SUPPORT c�.n�w JUNCTION BOX OR 8' DRAIN TILE WITH APPROVED WVER .R1NC710N B00( � J COOE S17.E RLAC � NON-AAETALLIC COlmU1T (PVC) SCHEDULE BU � BOX LID(8) OROUND STUD � cn�.e vanr Q wn.L �x Q ITS CABINEf � EDOE OF FOUNMTION NOTES 1. H parellel ci►cuits of dilferent sizes are ooniair�ed in one conduft, the size of fhe grounding conductor shall be determined on the basis of the largest conductor. O�ly one grounding conductor is required for each conduit, regardless of the number of dreuits cwMained. 2. Service ground per servl� utllily require- ment If the u8lily us� aluminum service oa�ors, an approved AI-Cu pressure- �j�QB gfOUllf� COIIIIBC�Of ShB�� bB IISBd [O aecure 1he service nautral to the wpper neutral ber in the serNce endosure. Exc�t ior the above, all grounding conducBors ahaN be copper. 3. Equlpment groundirg conductors and �oun�ng eledroda conduaors shall be afzed in axordence with tl�e National Elecirb Code (No. 8 minimum). 8 ' � ���� �• N I j�� pF NABy�� G�'� ����� i 0.� � 5 � '� ��� �, � � ssl `�€ � 24;�5 0 �u`` g°Y�;� s�e�isre&�' ��t � ���I S�ONAL �'� �����' €i���l rrP�ca� GROUNpING DETAILS STANDARD PI.AN J-60.05-00 Q(�tqlNp�l�p CO�l1CTOR NON-INyIAAhp (FRO�A qE�NFqZCNJG CAGk7 SHEET 1 OF 4 SHEETS . 4� 80X FRAA� BOI�DYJfi ATTACNMENf PONIT APPROVED FOR PUBLICATION ' Q�� ����R wnuMarNwmca�+eusa� Paaca Bakotich III 06-16-11 � Q RS CAI�RA M6H+ METER. iRAFFIC DATA STATION. MC�FMIAY ADVIBORY RADIO a7�7eoacw � wh I M IM � Sya D�pmbrnldTsrpsbHen Q UNOROUND� CABI�T NEUTRAL BUSS (COPPER) �. � ' � �.� � � � � � �f � � � � � � �� � � � � �- � � � � �' � �� � �? � � �' � � � � � � Y W ti rc � W m � 0 SI(iN SPACINO m X (7) RURAL Ra1DS 45 i 55 MPN 500' s ._. _.__: ........_ - - _.__ _...__ . .._..__._..._ RURAL RORDS d URBAN /UiTER1AlS 95 ! q0 MPFI 360' t -'-- �--_ . -___.----. __. . . _ . . . .. . ____._— .._._....... _... —' RURAI ROADS. URBAM ARTERIAI.B, �� 30 MPH 200' t(2) Resi�ruu a eus�Ness dstrticTs . . _" _ _ ' __.. .. _ _ . _ ......_.___..' _ _.. . .__.._.. __. 11RBAN STREETS � Y6 MPH OR LE88 100' 3(2) ALL SI6NS ARE BLACK ON ORANOE UNLE66 �SNiNATED OTHERVNBE �» au s�oa sanciNC tiu►r ee nwusTeo To accanaioonre AT-GRADE INTEA&EC770NS AMD DRIVEVYAYS. (� TMIS SION SPACINf3 MAY BE REUUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LEf3END q SIG .u� aa CYZJ Bql / � WORK AREA i 4. / �� � /� R11-2 BIW ROAD CL08ED � 4 - -- --____---- - Q u9-t NQRTH -- i o3-�ot NIAIN SL x �__..--- � DEfOUH . _ i . . IA6�3 ♦ .._-_-I I a � � � ___— -_--- -- — — ---- _ _ _ _----_ ----_ _---- y J�P � za i �'�Iry' I' �� 0 � � � � -- �--� E no�o YYILL BE R»-��� CL08E� � ■YM-dIM ur nr virm-s -- CL0�0 AHEIID NOTEB 1. Modiy Repula�ry Tratfic Control Devices, es needed, for ihe dYfBNOfl Oi d18 d8i0Uf. 2. Two Flashing Waminp L'ghta (Type A per MUTCD) may be uaed to mark �h b�ricede at nigM. 3. Trail Blazers ah�t be insialled throuphout the demur, as appropriate. a. sigrdr�p dmHm ror aro one direcUon onry. 5. Co�dMabe wNh emerpency services. 6. Pw si�s sine refer to Nlanual on Unffwm Traific Control Devices (MUTCD) arni VUSDOT Sipo Fabricatlon Manual Mb5-05. � � R71-9 R71-4 y - cLOSEO wma en" s"" � RDAD CLOSED �cwe� -- XI( MHF8IWEIID oR m tAElU.1MFF160MLY � 71rWTMffIC -- _ __ — ----- OETOUR taa�lo� Q NORTH �-+ AAIN sT. 03-�0� DETOUR � � AAB�iL I �jg j jj M3-7 f- MAIN ST. os��o� II � ___ � 1A48 x � l � M6-1 V1Q0.2 Q � �ETWB -�----- AHEI� x ' r�o3 no�o a ._ q.0i� ANFAU FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES � , TR ° � 4 Ep ����� F�O� Q op W�'� �'T �a ,�� � A ��� � �� A � ����� �OA ,9F 25335 �O �V� s� �t F �ISTBQ �� ��i�8 �S�aNAL �'�G �� � �� texP�RES aI1GU5T_5, 2007J �����i� ROAD CLOSURE WITN OFF-sITE DETOUR STANDARD PLAN K-10.40A0 BNEET 7 OF 1 SHEET MPROVED FOR PUBLIGTION Ken L Smlth 02-15-07 sarzoum�eaw�a w� �YMWYnponSlW WperYnrpeti,a,ryerbtlon � LONOITUDINAL BUFFER SPACE = B = POSTED SPEED(MPlQ 25 30 35 q0 �5 mt�wrn B�� s5 es tm im z�o w W > m � CHANNELIZING DEVICE SPACING � POSTED BPEED IN TMER MI TAN6ENT cwmro �F�n i�En 3s i,s 3o eo _ ._ _ _ __ _. 2s i ao zo 40 �ID �� XMDIMOitl( q � � n - � a i a _-._. i --- ° � q p ` X _ '�.. X _._ / �1 NOAD � /��VI/20� RUAD u+�o 810N SPACINO � X RURAL ROADS 45 � b5 YGM 600' ! - -----------------�_—_------ - RUML ROADS 8 URBMI ARTERUIS 961 d0 MPN _ 380' t RURAL ROA08. URBMI ARTERYLLS� 2S / 90 MPH 200' _ RESIDENTIAL 6 BU811�86 W8TNICT6 URBAN STREET$ —� ------ � - � ?d MPH OR LE68 � 100' ! - — nu �ows a� e�wac ow onn►x� uw�ss oes�c;wn�o onia�nnse qLL 610N SPNCtNf3 W1Y BE ADJUBTED TO ACCOMMAODA7E AT-6RADE MITER8ECT10N8 AND DRNENUIYB. R1,?a BNH , B 100' MR7(. jf-� - ---_.... --- ---. ... ----�— _. _. — _..— � ' � i /�/%/��/��/ �— � !iiWDRI(MEA�� i � o %1// �� �l 1 a 0 � 'o m o o_� � � o �__�_.. a zi 3j � lEOEND q SION LOCATION � a a CHANNELIZMO DEVICES �7 BARRICAOE - 7YPE 9 L g Rnsra� wnru+wo uoNr / �-� � R7-2 R�W q �r�s 1. Thia plen ie i�tended iur tae on roadwaya when traific volumes create eufiiclent geps ror mowr vsnkiea m yfew. 2. 5Eeady Buming Wamb�p Lighls (Type C per MUTCD) shall be used to mark ChmmaYzing Devices at nipM. 3. Ads�aOe a1gtN dktance ahaq he provided for diivers to see opposing tra(Ne, �e uee flagge�s andlw Temporary Signal. 4. ExEend Cherq�eNzinp pevioe faper acrosa shouMar - recommended. 5. Po� mouM si�s when in place fa 3�ys or longar. 8. For epeed IImR 35 rnph or hipl� repleoe W1-3R with W1-4R. 7. For sipna size reix Lo Man� on Unifortn Tratfie CoMrol Devices (MUTCD) and W3DOT Sipn Fabrkatlon Marwal M555-055. � 8. Considx ueing a PCMS for addqbnal advance waming- W9-2 � �� % � � � V1120.1 N�ID WORK � I �D I X X ' X � ..__ _—. ___—_�__.___..--_ . q q q , FOR LOCAL AGENCY. USE ONLY �— 7 NOT FOR USE ON STATE ROUTES �' —� —' —� �E !. TRE � � � � � q � ���0� � OP WASIJ�� 'i2' � ��� I F y�� � � ��i 9g� '���i A � �k�Er R011�WORK �� �o�E' 4`��IST�'��o ���� g� ; Ss��NAL ��G �.���� k� � EXPIRES aUGUST 9, 2009 �Y��_��J uwe c�osuRe w�rNOUr Fuc�eRs � L011ll VOLUME ROAD 8TANDARD PLAN K-Z0.20-01 SHEET 7 OF 1 SHEET APPROVED POR PUBUCATION �esco eairoacn n� �a�2-o� m��coaie�� o�.e � YlrWyq� SIOY D�yennri! e1 Lmrponelien ��� � � � � �� ��.' � `�' � ���j � � �'�.� � � � � � �� � �' �� � � �.' � � � �1 �` � �l � �` �-7 �'' �. � z � i rc $ W W � S �--���� �,�� � �g � � R as v \ `�G, ,,: � � � � ��,�, ,\ Ca2¢?A � \ x ROAD WORK .. �}. , �° ttzo�u �� OR DOWNSTREAN TAPER TO SHOW EN� OF WORK AREA - 8EE NOTE 5 '\ � � •.� �� Y 0 I h� ��� . � . - // /' �_\ � \�. �� r�J %� �. �� ,/,, �` �!� �� ��� / �, l / y� � / `� , '�/�'� ' +: . \ � � WZO-7A , � / � �' � + �y ' � ; �� /J �. q � i . � � �-'" � +:' BE � / ��P � , PREPARED � 9'''�, � / `\� � � NQ0�78 - OPTIONAL IF POS y y- / � SPEED 40 MPH OR LESS +% OIIE IANE � � �� � � r `, �' �o � R�0 wox�c �� weo-, \_ � q a o m � LONOITUDINAL BUFFER SPACE = 8 P08iED SPEEDlMFN7 26 30 � 10 46 50 55 80 B6 LENGTH B(FEETi 156 200 2b0 906 9B0 425 4B5 570 Bt6 BUPFER DATA TYPICAL PR07EC11VE VEHICLE YYITH TIIA (SEE NOTE t) veuc�tvrE w�or�rrEwHr 4 YARD DUAM TRUCK, ��� �� 75•� �• SERVICE 7RUCK, ��w� ��T � � FLAT BED, ETC. � ���E �TM �� FACTURER RECOMMENOATIOtn O ROLLANEAD STOPPWO D�TANCE • 30 FEET MIN. (DRV PAVEMENTABSUMED) /o��q�,� NRU-7A � �.� �ti F� a \� ¢ � _.-r � � �: �� WTO78 - OPTIONAL IF POS7EU ��' \. �'� � BE SPEED 40 MPH OR IESS � �. , �n�rnneD �� ��� ��'+ TO S'fOP ��� ��� �` . � vv�w � . �, � o� u�`� ���\,� � _,. � ��� \`��. �,� "'�., 4 � 4, � WURK VI ' �`� t TEO .�`.���� '.,y ANEAD �:���,� � �, LEOEND FLA6OIN6 STATI�1 � &ON LOCATION CMW�NG DEVICEB PROTECTIVE VEMICLE - RECOMMENDED �� 1. A Protec�iue Vehide � recommenUed regardless if a Trudc Mounted Attenuator (TMA) is avetleble: a wak vehide may be �ed. When rro TMA is used, the Pro�ctive Vehide shaN be straMgicaly iocated to shiekl workers, with no speGflc Roll-Ahead distance. 2. nHpM wax reyuirea eddinona� roeaway �igntlrp et neggir� srauons. see WSDOT StarxJard SpecihcaUons for �dilanal deteNa. 3. Ex6end Channelizing Device teper ar,�oss shoulder - recommended. 4. Sign sequence fs tha seme fior both directiona of trevel on the roadway. 5. Cham�elizinp Device apaanp for tlie downstream ta�r option shail be 20' O.C. 8. For sipns size refer to Manuai on UnHortn Trafflc Controi Devioes (MUTCD) and WSDOT Sign Fabricetlon Manu� M55-05. SIQN SPACING = X (1) RURAI HIOHWAYS 80 / 86 MPM 800' s -- ----- .-_ --- -- - RURAIROADS A6/fi61APH SW't -- _- -- RURAL ROADS & URBAN AR7ERIALS 96 / 4D MPH 350' t RURAI. ROADS. URBAN ARTERIALS� 26 / 901�H � 200' t(2) REStDENTV1l 8 8U61NE8S DISTRICTS URBAN SiREETS �—� 25 A1PH OR LESS 100' t(2) ALL SIf3NS ARE BIACK ON ORANOE UNLESS OESIGNATED OiHERWISE (1) ALl81GN SPACINO AMY BE ADJU6TED TO ACCOMMODATE INTERCHANGE RAMPS, AT-0FADE INTERSECTIONS, AND DRIVEWAYS. (� T}IIS &ON SPACIN6 MAY � REDUCED IN URBAN AREAS TO FIT ROADWAY CONWTIONS. FOR LOCAL A6ENCY USE ONLY NOT FOR USE ON STATE ROUTES � E%PIflES _AUGUST_5._ 20D� � �1���1 �����I ����ii �����i �� �����I uNe c�osuRe WITN FLA�iQ�ER GONTROL STANDARD PLAN K-20.40-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Ken L. Smld► 02-1�07 m�naaiaweaw� c+h ��pw� LY� G�pwe�nlN7�ouyaMfen � LONOITUDINAL BUFFER SPACE = 8 MINIMUM TAPER LENOTH = L(FEEn Z POSTED SPEED (MPH) 25 30 33 40 65 Sp 66 80 �p� yy�p7M POSTED SPEED (MiN) p�C LENG7H 8(FEET) 766 20D 260 305 380 426 496 570 (F� 26 . 90 35 <0 45 50 56 60 85 70 ao � 10 106 160 206 270 460 60D 660 ' ' ' W I-�--- — - 11 _.-. 115 �186 225 2W NS SSO 80S 8B0 -. _-�. BUfFER DATA �Z - �yg �eoryu �2o seo eou eeo rm �eo e�o m � -- �' TYPICAL PROTECTIVE VEHICLE WITH TYA (SEE NOTE 1) . o ��Tt'� ��T CHANNEL121N0 DEVICE SPACING � 4 VARD Dl� TRUCI( M14N41UM WFJOHT 15,000 LBS. ppg�D SPEEO IN TMER W TANfiENT SERNCE TRUCIC. (AMXINLNI WI'tlOFIT SFIALL BE pJPt� (� (FEET) FLAT BED, ETC. Ri ACCORDANCE NATH MANU- PACTURER RECOAIYBIDA710N) SOI70 �0 80 _ . .. _ _ _ - ---- � ROlLA1EAD STOPPWO ON7Y1qCE = 90 FEET MIN. 36l �6 7� � 80 (ORYPAVEMENTASBWIED) - . ...__ - __-' -_—.-_ ._..___._. ]6/30 � � SION 8PACINO s X (1) RURAI. HK;MWAYS.-.---...---- 80l E6 MPH E00 x RURAL RQADS �6166 MPH 600' t RURAL RQADS fl URBIW AR7ERU11a 96 / 10 MPH �0' t- - RURAL ROA�8� URB11N ARTERULLS, 25l 30 YPH 2�' t(� re�oe►rtu� a aua��ss asrnicrs URBAN STREETS ?b AAPFI OR LESB 100' t(� ALL &ONS ARE BIACK ON ORANfiE UNLESB DESION11TE0 OTHERNABE (1) ML SIGN SPACINfi iMV BE ADJUSTED TO ACCOIMAODN7E AT-0RAOE MITERSEC710N6. M� DRNEWAYS. (2) THFS 81(�i BPACINO MAY BE REDUCED IN IAtBAN AREA6 TO FlT ROI�ONYIY CANDITIONS. YMI-2L - COMPLIANCE MTE 11/23H9 p� ozo-� °a q� �� DOINMSTREAM TAPER TO SHOW E!ro � YvoRK AREn - SEE NoTE s i 700' � __.._. � e_ ..__-I�- �--- A � -I I-- -I � ; sr� Nor� z q i i I � ; , � � ��-� . , SEENOlES -� , - - ---c�r--= '%: / /ij/// .� — -- __—�—" � ;ii i . i % �, , � � o . _ av ij� NpRKAREA��-j� � � ; n ° %�� �i/ /i;; j/�i �'` p j a v y/��i,. ,� [ w � , ,;,� , ` -� - __ i � = � � � � d � m d � d � a �; ; ; J j vu6� pow �RR� � f- LATERALBUFFEft-4' �TEMPORARY UNE 12' IAIN..-4F- ��� WORK AREA � --- ---- - — EXISTIN(i EXISTING I.ANE � IXIS11N(i LANE EX�STWO� --.. _ --- -- - � SHOULDERy�. . i r �-- �-- - - - ; s►auoEa I i i , A� � �A�! � � 8ECTIpN OA . X� � b d, q vvmsa �\\�� NQP7 � � WORK AilEl1U x x _ — q q � �__� a ° I � i , i LEGEDIC a d d m � CCD v v � q SICiN LOCATION . CW WNEIRINO DEVICES PROTECiNE VEHICLE - RECOMMENDED PORTABLE CHANOEABLE ME88M3E 816N ARROW PAN� Dt137qJG EDGE s7RIPE a�TWa LANE STRIPE TEMPORARY TRAFFIC CONTROL DEVICE ��s 1. A'Prolec6vo Veltide is recommer�ded regardless if a Truck Mau�d Attenuator (TMA) is svail�le; e work vehiGe may 6e �• When no TNW is used, Me P�olective VehiGe shatl be strabegk;aly bcated to shield workers� with no specific Ror-Ahead Stopping Distence. 2. ExFe�d device taper (L/3) across shouider - recommended. 3. Porteble Changeable Messape Sign (PCMS) - recorr�msnded. 4. Traiflc Safety Drurrre (or all tapers on hlgh speed roadway "' f8CO1111i1QfldBd. 5. TrairveRe Devicea in � ler� every 1000' t � f�l'1I11B11dBd. 8. Chen�np Device apsdrg for tlre downstream taper optbn shall 6e 20' O.C. 7. Uae advanoed nptioe For arry oveMridlh beds prfor to lane doeure fof eNDnWVe tartea if epplN�le - recammen�ed. 8. For siyns size reter to Men� on Unib�m Tralllc Control Devices (MUTCD) end 1NSDOT Sign Fabrication Manual A1165-05. FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES �g ]. TR�,A I � ��o� � oQ a�i.,�,T'%�,y. I � � �' � i � � � � � � ����� = - �g � � ����� 90A $ 25335 �O �V� �� �g�y R `D��sTeR �� 3�Qgg SS��NAL E�G � i. LAPINES_Al1GU5T 9, 2007 Lg���� s�NO� u►Ne c�.osuR� .OS N11TN lNCROACNMENT STANDARD PLAN K-24.20-00 &1EET 7 OP 7 SMEET APPROVED FOR PUBLIGTION Ken L Smltl� 02 1�07 RAli06pYBMiWt91 MTF �wrY�w� ar. o.�.ww+a7mupswRen � �� � � � �.�-` � �' � � �� � �� � ��; �� �i �� � � i� �! � � � �! � � � �, '� `� = LONOITUDINAL BUFFER SPACE � B MINIMUM TAPER LENOTH ■ L �FEEn = POSTED SPEED (MPNi 26 30 36 40 45 60 56 � LANE NIIDTH POSTED SPEED {MPH) � LQJGTi B(FEET) 155 200 250 305 36D 426 466 670 (FEET1 25 30 35 AO 45 50 55 80 m = to , 106 . tB0 �5 270 450 60D S60 - _. _ _ _ - _- -- - � - - tt �ts te5 2u asa +es sso eos eeo W � BUFFER DATA . _ - -- - - � 12 12S j 7B0 24S 320 540 800 B8D 7� nwcn� vRO�cmre v�rxc� � nu �see rwrE i� � I ���ET� aAD�w�� CHANNELIZIN�i DEVICE SPACIN�i 4 YARD DUMP TRUCK ��NUA1 WEIGHT 16,000 L86. p��p SPEED IN �TMER IN TANOENT j SERVICE TRUCK. (MIAXIMNAA WEI6HT SFNLL BE (�) (F�) (�� FLAT BED� ETC. IN ACCORDANCE WITH MANLL FACNRER RECOMiAENDA110N1 60 / 70 40 80 ItOLL.AHEADSTOPPINOWBTANCE=90FEETMIN. .... 35/45.. _..._� .___ _. �....-.-- �� (DRYPAVEMEMA3SUAAED) . . -`--._ . . _ .. ...__.._..... 2s � 3o zo ea �o c�azn /�W� OR ' DOYVNSTREAAA TAPER TO 5HOW END Of WORK AREA - SEE N07E 7 i , h-. 100'--�-� � i q - g r�TI�?� l��JJ� .,: . -_ _..—._ .—,...— �._:._._ ...,�_- �, i/:�'iir� . ; j � j: wowc naen ;: '. - . I'/.%�!!ir//;i//U//, a �..� m 6 � e._�� n d � SEE STANDARD PIAN K-24.20 FOR ,-� ALTERNATE ENCROACMMENT �oer� q SIC±N LOCATION a a e CFWY�LIZMUiOEVICE6 � vao�cm� v��c� - aECOMwieNOeo �� PORTABLE CHANOEABLE MESSAOE SION Dl�i ARROW PANEL - SION SPACING = X (1) RURAL HIGfflNAYS 80/ B5 MPH 800' x RURAL ROADB --�---_.--- I6 / 56 MPM fi00' 3 RURAL ROAQS 8 URBAN ARTERIALS 95140 A1PH S50' t RURAL ROADB� URBIW ARTERYIL6. 25 / 30 MPH 2�0' t(� RE6IDENTIRL 8 BU61t�88 DIBTRICTS tuteiw snt�rs u> r�+ at �ESS tar :(z� AI.1. BKiMS ARE BIACK ON ORANGE UNLESS DESIGNI1iED OTHERVNSE (t) ALL 61ON SPACIlKi WY BE ADJUSiED TO ACC0IAMODATE INTERCHANOE RAIAPS, AT-0RADE INTERSECTONS, MID DRIVEWAY6. (2) THIS SN3N 8PAC1N0 MAY BE REDUCED IN URBAN AREAS TO flT ROADVWY CONDRWNS. vvmaR RIfiiIT LAI� W42L ��� NROt - COMPLIANCE DATE 1?@91i3 \�� �D W08K � I AHEAD \ � ------�-L X � X __ � X -� - --i�----- �is SAMPLE ME88AOE , x LANE � CLOSED MILE AHEAD 1.5 SEC 7.5 SEC FIELO LOCATE 1 MILE; IN ADVANCE OF LANE CLO&1RE q q b � �; �;' � � NOTES 1. A Ptalecdve Vehide � recommer�ed repard�ss if a Truck Mounted HttenuaEor (TMA) ie aveilabb; e work vehide may be used. When no TAN1 � ueed, tl�e Protedive Vehicle shBN be sVe�lly loceted to shield workeis, with no apeciMc Roll-Aheed �Stance. 2. Davias sha11 imt encroach into edjacent la�s. 3. .ExOend devke Taper (L/3) acroas shoulder - recommended. 4. Porteele Ctrerigeable Message Sipn (PCMS) ^� f8C011H11elld8d. b. Use Trer�sve� Devices in cloaed tane every 1000' t ^' f8CO1111I1B�. 8. Trsiflc SaAety D�ums fw aN tapxs on high apeed roadway - re�mmeruied. 7. Chenr�lizing Device spaGrg for tlie downstream taper option shall be 20' O.C. 8. For slgna afze refer to Manual on Unifortn Tra(flc Control Devices (MUTCD) and WSDOT Sign Fabrh�tion Manual M55-05. FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES 4E L Tk�, � � ��OC� � oe wesy��T9y� � � � � � � �� � � ��� � ���� A � �k��m ���A �F�! 5 T BQ�� ���� n� i ��4�� �S�ONAL �'�G I�p3��� LPIRES_ AUGUST 9, 2007 L€���� SINGLE LANE CLOSURE ON MULTILANE ROADWAY BTANDARD PLAN K-24.60-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Ken L. Smlth 02-15-07 RI�1E090MBqY�1 MTE � Wadiqlp� SI� DpsY�red d 7�vupawkn Z LONOITUDINAL BUFFER SPACE � B W y POSTED SPEED(MPH) 25 30 35 40 46 50 � LENGTH 8(FEEn 156 20D 250 306 3B0 42B � � W m 5 BUFFER DATA Tr� r�ecTtve v�ac� wrtrr �rw► (s� rw� � � veH�c� rr� �n weuuir 4 YARD DUMP iRUCK. MINWUM YYEKiMT 15.000 LBB. SERVICE TRUCK. (MIWMUM VYEIOHT SIW18E FLAT �D. ETC. IN ACCOitDANCE VNTH MI1NU- FACNRER RECwwElAA71oM .� ROLLAFIEAD 870PPIN0 qBTANCE + 30 FEET MIN. � (DRY PAVEMENTASSIN�ED) - � - ���'" --- ��,a��:.�-.-�. FIELD LAGTE �ti ADVANCE OF LANE CLOSURE SI[iNWO PIELD LOCATE W ADVANCE OF IANE CLOSURE SIC�IJMH3 SION SPACING s X RURAL ROADS 45 / 65 MPH '30D' i __ _ __ __._'—.—______.. ____.—__.-___.—.._._._ RURAL ROAD6 8 URBAN ARTERULLS 35 7�0 MPH 960' ! .. _ -..- - -.._�--------._ ._._... -------�� ---- RURAL ROADB. URBIIN ARTERIALB, �/ 3p NPH �D' t REBIDENML & 8U&NESB DIBTPoCTS ALL SIONB ARE &ACK ON ORAN6E UNLE68 DESI6NATED OTFIFRVN6E pLL $IfiN SPACIN(i NAV � ADJUSTED TO ACCOMMODATE nr� wrea�cnoru iwo oRrvEVwvs. MINIMUM TAPER LENOTM ■ L (FEEn LANE WIDTH POS7ED BPEED (MPM) (FF.ET) ?8 30 36 �0 �5 50 ... tU- ---- 105 160 �5 270 �60 60D --�--- 71 176 106 2ffi 299 408 660 12 1Z5 1B0 ?A6 3Z0 6W e00 F.... .� . ..,� . � DEVICE SPACINO -1R WSTM � � FOR OPPOSMNi 7RAFPIC DEVM �-�=--�___:----_---- ----- - - --- i - �-._-..�-.�� --_+�__��- - � _ n na-x - OpMPLNNCE OATE 14lt�H9 LEOEND q SN3N WCA710N s a � crNn�un�w oEV�ces � aROrECrne vewc� - aECOrir�r�o R C � PORTABLE CNANGFJiBLE MESSAOE 61GN �> ARROW PAl�L R4�7B 2M x 90" BIVY CHANNELIZINO DEVICE SPACING P08TED SPEED IN TAPER IN TANOENT (�M (FEE7) (FFET) 50 40 80 -----._._ ...._ ...._.__---------- 35l96 30 80 --25 / 30 20 40 W10-1 VV20-6 �Ap W�R� ER U1M pHEAO � IEAD -- x-. -i � # I q DI �yl ��� NOTES 7. A Profective Vehide I� reconur�Wed regerdleee if a Tnidc Mlaiir�ted Atoen�or (TMI� k availaWe: a wotk vehide maY be used. VNien no TMA k ueed. tlre ?rotednie v�Cle aheN be saaoeg�b rocaBed m eMeld waicen, wnh no speciflc RoN-Ahead di�. 2. ExBend devk:e teper (L/3) across ShoUldef - recommended. 3. PoAable Changeable Measape Sign (PCAAS) - recommended. 4. If the lane slad ie short end h� minsnal redi� a�ve (30mph ar less) use sign W1-3 in Iku of sign Wt-4. 5. For eigns sae � b M�ual on Unifonn T� Control Devloss (MUTCD) a� WSDOT Sign Fabrication Marw� AA55-05. FOR LOCAI. AGENCY USE ONLY NOT FOR U3E ON STATE ROUTES �E J. T��,A i���� ' �,Op� � °p Wa'sy��9'L� �° � I F �°��� � � I����� '� � ����i� �O�c%' �A� � S TBAF'� ��'�� s� i I ���� SS��NAI. �'�G � �---__---- ���i� �EMPIRES Al1GUSi 9._,LOD7� __ _ LAN! SNIFT oNro rwawwY LEFT TURN LANE STANDARD PLAN K-26.20-00 SHEET t OF 1 SHEET � � !' � � �'` �i � � � � � `.� l� � � :�� � � � � �-� �` � � � � �' � �- � � �: � � � : � � LONOITUDINAI BUFFER 8PACE = B POSTED SPEED(MPH) 25 9U 35 q0 q5 6p �r�crr� s(�'r) ies zao iso 3os � es5 I BUFFER DATA ! TYPICAL PROTECTIVE VEFqCLE YNTM T1AA (SEE NOTE 11 VENICLE 7YP! LOAOED WEIOHT � 4 YARD DUMP TRUCK MINIYUM WEIOHT 15,000 LB6. ' �RVICE TRUCK ��� ���T SHALL BE fLAT BED, ETC. �N ACCOROANCE 1MlH NANLL F�cnx�n r�co�onnor� �..� ROLL MIEAD STOPPINO DISTANCB m 30 FEET MIN. - (�! PAVEMENTASSUMED) z � m :-_. ,-- __ __ __: ---- Z � _�` w,� ---- _s. Ym �_----==--e-�-- � � ' s �' � ���I-"'�`--`.-.�.__.— G -_ � � -a�— --= -- U � I N flOAD wo�uc AHEAD PCMS SAMPLE MESSAGE 1 2 �� � �nr� �r ��� ,� t.5 SEC 1.6 SEC FlELD LOCA7E IN ADVANCE OF IANE CLOSURE SIO�NNO SION SPACINO � X RURAL ROADS 4B / 55 MPH 60D' t _ .__.__..__�__. ____ ___..--___._ —__-___- __ .__.__.__ RURAL ROADS 8 URBHN ARTERIALS 96 / AD MPH �0' t - -- _._ --- _ . .------- RURAL ROADS� URBAN ARTERIALS. 25 / 90 MPH �0' t RESIDEN'ML & BUBMIEBS DISTRICTS ALL SIONS ARE BIACK ON ORANOE UfkESS OESK34MTED OTiIERVNSE ALL SION SPACING NAY BE ADJUSTEO TO ACCOAAYbDATE INTERCWINGE RAMPS, AT-GRADE INTERSECTIONS, ANO DRIVENMYS. LM� NADTH 70' MIN. - SEE STANOARD PLAN � K-24.� FOR ALTERNATE ENCROACHMENT i� _. _ _ .� � ._�. . � I �— � �� n � � e -�-_ _ � �a -=�_--- .��. _ � � __-_ .___ �p m i n � _� � � �'°"�"r.� — -- -----;------� p p � I�_ � �-� X-------�i� . .x _ . �-___..--�--.__.__'i"__8..� r.. � //�\\ WO-2R - _ //_ \\ COMPLIANCE DATE 7TlYZ1S � � LE�iEND q 6K'aN LOCATWM a o o CHAPk1ELIZINO DEVICES � PROTECTNE VEFNCLE - RECOMNEND� PCM8 � PORTA�E CF1AN(iEABLE IAE86A6E &CiN L_ � CDD ARROW PA!lIEL � 11V�RK AREA MINIMUM TAPER LENOTN � L (FEE7) . LANE YNU7H POBTED BPEED (MPl� (FEE'� 46 30 36 40 46 50 10 105 150 TA5 270 450 600 __--- ---__---- - � -� 11� 115 iB5 T25 2B4 9Bb S60 '- 12 125 180 ?A5 S20 S40 80D vva-za � o �� I � o � 0 --e � a m � � o I O � � O �e � � LANE VNDTH 10' MIN. - SEE STANOARD PtAN K-24.20 WR ALTERNATE NICROACHMENT ��$ t. A Pr�e V�ide is recanmended ropardless if a Tnkk Mour�d At�nuetor (TMA) � availebie� a worlc vehicle may be uaed. VNxn no TAAA b uoed the Pro�ive VeMde shdl be atralagicaly bcated �o ahteld workers, wHh no specific RoIWlhead �s�noe. 2. Porfabk Charg�bb MesaeBe Sipn (PCMS7 � remmmended. 3. Proh�ft tuttro ae neoeasary �or traflic condMions. 4. For spns size rofer io Marwal on UnUoim Tralfic Control Deviae (MUTCD) �d WSDOT 3ipn Fabrication Menwl M66-05. CHANNEL121NO DEVICE SPACING POBTED SPEE� IN TAPER IN TANOENT (MPH) (FEEf) (FEE� 50 40 W ---.__ _.---__._ _.. _.__ __. . . __ ..__. _ .__ 35/45 3D 60 ------....._. ..___-_.-_-. __ _ _._.-- 25 � 30 ZD 4D / 4�205L LEFTLANE � CLOSED NOAD w2o-1 � WORK � � ANEAD ; 4� q X q x_ q � --- -- - -�- - -- - -� U I a �---� � __ .�-- —_---� �:- <� FOR LOCAL AGENCY USE ONLY NOT FOR U3E ON STATE ROUTES �E �. rR�, ; � ��oo°�oQ W�,,�.�2� ���;�. � ��� � � ����� � 'Q C' i � Ei M ��'�F �F�rsTe&``� ��'�� '�g��' SS�ONAL E�G �����I -------- �i���i LXPIflES.4UGU5T 5, 2009� I_ _ LEFT AND CENTER LANE CLOSUR! � TWO-WAY �e'r TuRN uwE STANDARD PLAN K-26.40-01 ��r i oF t srieEr navitovEO Fat PueucnnoN Pasco Bakodcn I►I 1a12-07 R�IEONON61oMBi MlE � MlmNnpm� f1aM DpslnrM N Lmupplelbn z � i rc a � � � 0 LON(i1TUDINAL BURFER SPACE ■ B P03TE0 SPEED(MPlQ ?b 30 35 �p �6 fi0 66 60 LENGTH B(PEET) 166 YOD 260 306 380 �25 M6 570 BUFFER DATA TYWGL PROTECTIVE VEIUCLE WITH TMA �SEE NOTE 1) veac� 1rrE www we�rrt 4 VARD DUMP TRUCK. MIINMUM WEIOHT 16,000 LB6. SERVICE TRUCK ��� �� �� � FIAT BED. ETC. IN ACCORDANCE YNTH WNU- Fnctu�re R�cora�amanaq l�� flOLLAlIEAD STOYPNiG DIBTANC! = 90 FEET MW. �va�v�rr�ssueeeo� s --- -- --_.�.--T_i �_ , -Fi _ _— __:_�9 ' _._ --.$I " —� .L:_"�_„' �__:_-:_._ ..�_—'� q q I,�. X ._..��. X .._..� /_VY10-1 ppAp W1�L . . WORk � � �_ __. ROAD wonc 1 a Wd6A - OPTIONAL � IF POSTED SPEED X � � �0 MPN OR IESS ! I ..� �OIiWE � � _ _�- a i m x! .�� .�_ a xI W2o-7A I � � a j x: �g � 1�,i 81GN SPACINCi � X (1) RURAL FpOF1VWYS �/ 65 MIPH B00' t _ _ -- - ----- -- - _ _---------- ----- .. RURIU. RoAD6 �! 56 AM+H 500' t ------------ -- ----------. . _ _ — RURAL ROADS 6 URBIW ARTERIALS 361 �0 AAPH 950' a -- -----________. _.... RURAL ROAD6� URBMI MTERIAt.S, Tb I 901APfi 200' s(?a RE6IDEMIAL 8 BUBMIE&6 01S7RICT8_ �, URBIW S7REETS 26 NPIi OR LES6 100' s W � V�� ALL SIONB ARE BLACK ON ORANGE UNLES6 OE&ON�TED OTHERIMSE � d� (1) ALL SI6N SPACqiG MAY BE MJUS7ED TO ACCOIMAODATE AT-0RADE IfITERSECTIdiS AND DRIVEINAYS. (2) TFNS SNiN SPACINf: A1AY BE REDUCED IN URBMI AR618 TO FIT I U I ROADNMY CONORIONS. d J i � � l �� W10-78 - OPTIONAL IF PO6TE0 SPEED 40 YPH OR LE86 � W20.7A � � m BioP �-- X . . __ _.. X . � . � ; __ _� _ � p d i .,.,i�w.wl,�y�._,_�: -- -- ���'r%i7i.�c — _ , � : �, �__ �_._�{.. � ex � X h , _ � _ W2o-7A � � PIIEPAR� TO STOP wla�e - ama�u � aosrEo � S�ED 40 MPN OR LESS LEOEND � FLACi61NG STATWN q SI6N LOCATION e e d CNANNELIaNG DE1flCE8 � PROTECTNE VEHICLE - RECOMMENDED � e ._ G � u s � J � Q WlQ7A ao�s 1. A Pro�e Vehide is recommendad regerdless if a Truck Mounted AtB�uat� (TMA) re evaileble; a wo�ic vehicb may be uaed. VVhen no TMA is uiad, ll� ProteCtive Vehide ahall be etrategirally located W shield wo�lcers, with no specilic RoA-Ahead distance. 2. If en l�cieNnp eipnal is present, the signal shall be set M"red flssh mode" Of 1URIBd dIF dU11I1D �D OpBf8�0118. 3. ExBend device taper (U3) eaoss shouider - recommendad. 4. Law �forosment offx� may be uaed in lieu of flaggers to control 111�1lBCh011 �fBirlC. 5. For spsad limft of 30 mph or lese uee sign Wt-3 in lieu of sign W1 �. 8. Manmin a minunum of a�e accase point for each business within the WOfk Aroe l�. 7. Portpbb Chanpssbb Mes�age Sipn (PCMS) - recommended. B. For sipns sim reter to Manu� on UniOam T�a(fic ConhW Devices (MUTCD) and WSDOT Sign F�ncation Manual M55-05. vvto-� � � CNANNELIZINO DEVICE SPACING miau� � � AI�D POSTED SPEED IN TAPER IN TANGENT wao l�M (F� IFE� X X ��� -- -''° __ � ---- - --- - ---- _----- _ _ , � „� � � ._- -- --.._ .----- .._ ...._.._ _.__._ . q q � 26�90 20 40 -_� � / � �-%B 2A' x 30' SEE NOTE 3 � � R`�P.) /� DEV�CE 6PACIN6 - 712 DISTANCE ��� FOR OPPOSIN6 TRAFF� DEVICES / �,.,.� p�� W20-78 - OPTIONAL IF POSTED SPEED AO MBH OR LE68 � U X �/ II._�{_.__ pEW y � row IIIIFAO x � �' II � � � MINIMUY TAPER LENGTH a L cF� LAt� WIDTH �g� �� (�M (FFET) � 26 i 30 36 �0 46 SO 65 BO 10 105 750 70b 270 450 600 550 - —��-� 77 115 �t� �SS 464 4BB 560 805 !BO is ,� �� zes am sa eoo eeo reo FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES �E a. TR�, � Z�OQO�pp W�sq,��92� 1����� F �� � � '��� $ �� - ���� A � ����i� �O� ,9F 25335 �O �V �4� �� ��s��NAL E�G`� I������ ������ iExPwES aucusr y, zoo� �g���� INTERSECTION — LANE SNII�T ON TNRlE LAN! Two-wwY �e�r rurw uNe STANDARD PLAN K-30.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Ken L Sm/th 02-15-07 ...,��+�.� a,� � wmu�p� s�s. o.n.*�.n er T� � � �� � � � � � �' � � � � �` � � � � � � � �.< �' � � ��' � �' � �'� � � � � � � � � z N � m $ w w m � LONOITUDINAL BUFFER SPACE = B POSiE[:i SPEW (MPH) 25 3p 36 qp q6 yp y5 gp g5 LENGTH B(FEET) 155 200 25D 306 980 425 496 570 846 Wl0.7 � BUFFER DATA 7YP�CA� aROTECrIVe VElNCLE WITM'rMA (SEE aoTE �) ��C� �� � �M � 4 YARD DUMP 7RUCK, MM�MUM WEIGHT 15.000 LBS. SERNCE TRUCK ���u WEIGNT SlWLL BE FLAT BED. ETC. M ACCOR�ANCE NATN MANU- FACTURER RECOMMENm1TION) ROLLANEAD STOPPINO DiBTANCE = 30 FEET MIN. �� (DRYPAVEMENTASSUMFD) w0� a � � � u' Xi Wlt-1 •� SEE NOTE 9 . �� I w� \ --�- __ a u WZO-78 '� i PREPAl1EU .....--�-- — a U -- � MINIMUM TAPER LENaTH = L (�E'q xl � ! VWE WID7H rosTED �EED (NPH) --�---- a (FEET) 25 90 35 40 45 50 ��.�_ W20-7A 70 105 � 150 � 206 ' 27D t 450�50D 56U � � _ _ * - +-- ' � x �, i i> »s i�ss � zzs � za+ i aes � sso ws � j ; _ ,— �.. _ } t d �z �ss ��w , us � sxo eao i eoo I eeo �zo � �ea BO' MNN. 300' MA%. "•. �_ �_ •r- _�<=_ _�_— ------ ------ --- -- --- -- _. .: --� .,- � o :_ ..__. -..—_,-_----- -- --- _ s e � e ., _ _ j— — ---- - --- , _ - -� � _.� � �� �-m � �a � � � � ___ =_ _ --�— �- —_ _ -= o - - ° � _ � — a a a - ;� I ;,._ _ x ..� _ . X ' X � � _�. _--- ------- _ /� \ �-. %� � � � � �� IYE�D � � wmt �-u � N/�O dR SION BPACING ■ X (1) RURAL FNf3MRAYS . . _._. __. __ 80 / 85 MPH -- -_ 800' t.. _ _.. ..-- -_.._. .. RURAL ROIIDS 15 / 561APH 500' t -- -- _ - -- -- -- Ruku �os a uRanw wr�w�s � � �o �r+ �a : - - _ __. _._. � RURAL ROAD8 URBAN ARTERWLS� � 26 / 90 NPH ZW' t(4) r��oEHrw._a_eusu�ss oisTwcTs uRe�w srnc-�rs zs w�H oR �ess ioa : �a� ALL &CNiB ARE BIACK ON ORANOE UW.E88 DEBIONAT� OTMEAIMSE (1) ALL SI(iM &PACING AAAY 8E ADJUBTED TO ACCOMYIODATE AT�I3RAOE 3 INTFR$ECilONB MID DRIVEVWY6. (2) THIS SKiN SPAf,iNO MAY BE REOUCED IN URBIW AREAS TO FIT ROADWAY CONq710NB. � -�- _ -X-_ � �� '1'0 8'fllr wza�a W2678 �3, ��i � a i �� �� ����� � o CHANNEL121NG DEVICE BPACING NOTES r+os�u s�eo IN TMER IN TANOENT �' A P� �� ���� �� � a TruGc Mounted Attenuator (TAAA) IMpM (� �E� is avefleWe; a wak vehiGe may be used. VVhen no TMA is uaed, tlie Protecdve Vehicle sh�i be straiagicaHy loca6ed to shield worlcers, wffh no apeciific RoN-Ahead distance. bo i m 4o m �� q5 9p gp 2. If an exisGng signal � P�esent, tl�e signal shall be set to "red flash mo�" or tumed off � as i ao --- — 20 - --- �p -- durin9 �99M9 ��. 3. Exter� devk;e �(L/3} ecross shoulder - recommended. 4. Law eninroement oificer may be used in lieu of flaggera ip control inEersection traffic. 5. Closing lane h�vance of Magging location when muttip� lanes are on approech leg " f9C0111111BfIdBd. B. MaiMein a minMnum of one access poim iw each business within the Wak Area limits. 7. Consider usinp a PCMS, field bcated in advarn:e of signing, on tlie five lane roadway. 8. For sigr�s size refer to Manual on Unifwm Trefic Ca�trol Devices (MUTCD) and V1ISDOT Sign Fabr�ation Manual M5SU5. yy�p�q �'�B U 9. A four sign sequenee is required with � �� posied speed 45 mph or higher. � � yy�.0 � �� M appropriate standard waming sign re�ng tlre roed condition or work To� ariruuE operation may be us� in plece of die � �0 "WORKERS" sipn. An accepteble � � altemative would be to repeat any X X � SEE NOTE 3_, ; �� of the signs (rom the sequence. -_..�_._-.-._.j i,vP) , �-- . ! O e � '', x x x {�-�I !�-� -- _ --- - ---- _-tF— --- -- --- � q q� DI DI q � � — -� o � � o o� e a-o. o`_m o 0 0� o� m � � � i jlI i I/ � �Y r> i �" \� i � C � � , � � \, �� i � � � \ / Q2 COiAPL1ANCE DAIE 1?lpH9 OOP'T10NAL WHEN T£ POBTED 9 SPEEU IS 40 NPH OR LONIER LEf3END � FLAOOIN6 STATION p SION LOG710N e e • �p,�p � � PROTECTIVE VENICLE - RECOMYIENOED Ci:D ARROW PANEL FOR L�CAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES �E J. T/��. � �pO��oF wesy�,,N'8'�' ��"���: (� �' �.' ,�Dy '`�7d ���� ��e� '0 � � �p� SY 90A ,9 25335 �O �Y p���� BC/ST�R \� �SS�ONAL �'�G I����� �E%PIRES AUGU57 9, 2009 � g�3 �� 8 INTERSlCTION � LANE sN�rr oN F�ve u►Ne TNIO-WAY LlfT TURN LANE STAMDARD PLAN K-30.40-01 SFIEET 1 OF 1 SFtEE7 APPROVED FOR PUBLICATIOM Pasco Bakotich lll �a�2-oi iTAlFO�pMBqW�1 MTE � MMd�qbn 51oM MymYn�nt N TmapenoYen z wlo-+/ u�i p�� z � WOHK 4 a m �� � � 81GN SPACIN(3 = X W i RURAL ROADS q5 I 56 MPH 500' 4 ' Y. ...".'."__._............._ _. _... ""' ._._._._ _ ....._.... KI m RURAL ROADS 8 URBAN ARTERIAL6 � 95 I AO MPH 950' i _ ___ _.. _ ' _ _._. , RURAL ROADB. URBAN ARiER1ALS. 26130 MPoi 200' t� '� � RESIDENTUL & BUS�NESS DISTRICTS i tq28AN S7REETS . .. .. . 25 4�M OR LESS 100' t. _. .. I ALL SIGNS ARE BUCK ON ORANGE UI�ESS DESIGNATED OTHERIMSE �� L� ALL SION SPIICIND MAY BE ADJUST� TO ACCOM�WiE AT-0RADE INfERSECi1WiS AND D(aVEWAYS. CMANNELIZIN�i DEVICE SPACINO POSTED SPEEO IN TAPER IN TANOENT ��ewn iFeEn c�n w i �o eo eo . _. _ . _ .. . _ _. . __ ..... 35 / 45 .. ._ 30 . .80 . . . . . .__ . . _ _. _.._.. _. . ... . _ 25130 Zp . ..40. �� ErD BoAD YII�ONC b ..:. .._—_:-��-- p`=. -- —r MINIMUM TAPER LENGTH = L (F� �� uNE vwDTH Pos�D sr�eo (arHf a X (fF.ET) 25 90 . 35 � AO � 45 � SO ; 55 ►.. _. .. _ ..__ . _. _.._. _ _. .y io ,os i�so j za ' 2m I�o �soo sso _.._. _. ._+__ _..---t - -- -- IN20.t it 115 I 186 225 2B9 � 496 560 BO6 -. . .. _ _. . __. __. 72 ... 12bt78U i 2�5 3R0 � SW 800 BW 1�AD 1NORK AHEAD � � �� a LEOEND d SIf9N LOCA7roN � � � cwux+amrw oFnces (l ZJ BMRICADE - iYPE 3 L �KK ARRqIV PANEL ---''� --- ---_._��� . _ . _ _. ow-� � � � � II nau wanK � � _..._�__..�_ B - - --- � o �ti 9 � �, y ` � � r , I wto-� � �� AHEAD X____ _ q �� 1. If the work space exlends ecross a crasswalk, the crosswalk sFwuld be cbeed (see Standard P�n K-34.20). 2. The namel procedure is to dose on the near side of the inter- tsctlon arhr lane that is not cartbd ihro�gh the interaecdon. However, when ihis resulOS in ihe dosure of a right lane having signidcaM tgM tuming movemerNs, tlien tha right lane may be �estri�ed to right wm onty, as shown. This pra�dure inaesaea the fFxough capaciry by eYminating right Wms irom UIB O�JB11 �IfM10A �BIIB. . 3. Proh�it Wr� � r�esaa�r for traftic condi�ons. 4. Flaehing Werne�J Uphffi (Type A per MUTCD) should be used, ss rMedsd, L� r�k barricades at ngM. 5. Staady Buminp Waming Lighb (Type C per MUTCD) shall be ueed to meAc charndizing devices at night. B. For Iw�p brm projects, conl�clin0 �vement markirgs that are no �1 lonper applicaWe ahall be romoved or oblitereted. Temporery maAcinps shNl be �ed � nece�ary. 7. For signs size rohr 10 AAanual on Uniform Treffic Control Devices (NHJTCD) and WSDOT Sipn F�rication Manual M55-05. , �-� a ,. � iQ .._i. .._ ^-- � �� � WItT ROADIYORK 6�� 4 _ i � 11NI11 R�IIT x / � wW ixnu II.�.� � � . a � X 1 � 4 �( ANEAD wm-t J uI � I � _. ._. .' `V--'-- � —._ _ . — -- _.. _ _ . FOR LOCAL AGENCY USE ONLY NOT FOR USE ON 3TATE ROUTES �g� _(��� �. T � �g'�� �I �Oy-QO4WASy�A9�' �8�g� [Z �'� � . °y � �� � A — � �e��� �O� .P 25335 �O �` o-�� �t �P `�CISTe� \� ���6�g �S��NAL �'�� y$� � �E%PIRES At1GUST 9, 2007 Y�€�F . _ . _....__. .—__ _� _-- __. _. INTERSCCTION � RIGNT LANE CLOSURE fAR SIDE STANDARD PLAN K-82.20-00 SHEET t OF 7 SF�ET APPROVED FOR PUBLICATION K� L Smlth 02-15-07 .T„��� a,� �MlmhLiy�a� SbM Dpe�aw+dT1vopv�bn � � � � � � �' � ���� � � � � �� �� � � �� � � � � � � � �' � � � � � � � � �` � � � z z � wzo-� � HOAD �� � SI(iN SPACtNG = X WORK � RURAL ROADS 46 / 65 MPH 500' t �� � � _ ___ . . _. _ _ _ ___ _ _ _ __ _ _. . . . � RURAL ROADB 8 URBAN ARTERWS 38! 40 MPH 350' t X I � .. . _...__ _. . __ _. _ .. _ _. . .. ... . . _. . . _. __._._._. ; RURAL ROADS. URBAN ARTERW.S, ����H �, 3 � ' RESIDENTUL 8 BUSINESS �SiRIC7'S ... .. . �. _. ___ _-- _ _ _ URBAN STREETS � 26 MPH OR lEBS f00' t ALL SIONS ARE BLACK ON ORANGE UNLEBS DESIGNA7ED OIXERIMBE ALL SIGN SPACUIG W1Y BE ADJU&TED TO ACCOAAMODATE AT-GRADE IPRERSEC170N6 AND DRIVEWAYS. �,y� END R01101NOHK YINIMUM TAPER LENGTFf = L (FEEn IANE VNDTH POSTED SPEEO (MPIi) b (FEEn 25 30 - 35 4D 45 5D 55 i 10 106 150T1-2051270�450 600 56� �.._.. .. . .._.___ .:__:-- � �� ��_-"_ � +-�—*- I _....11 .. .. . 116 1� I 2i6 �284 � 495 560 BW �, _� t , �- 12 .. . 126 1B0 � 205 I 9�0 �5A0 1�0 880 i p.- _-- ___-- — _ � CHANNEL121N0 DEVICE BPACIN(i POSTED 5PEED� IN TAPER IN TANOENT (MPM) (PEET) (FEEry so i �o eo eo _.. __ - -- --- 3s � es 3o co _. . _ _ ____ _ _-- --- __ _.. . _ zs � 3o m ro 1i2P7A � _ Nao wonr a LEGENO q SIGN LOCATION � o o cwwN�HC oFnces �� �POnnRr �n�ac utROw - oPnowu. � C.i�.= ARROW PANEL ►1L71 BARRICAOE - TYPE S R � _ --�--- P� �� NOTES 1. If the work space ex0ands across a crosswaik, the crosewalk should be da�eed (aee Stendard Plan K-34.20). 2. Tt� normai prooedure is to dose on tl�e rrear side of the intewectlon arry lane that � not cartied Uirough the in6ersection. However, when this resuas in fhe closwe of a left Iane havi� significant left-tumir� movameMs, d�en the �it Iane may be reopened as a tum bay for bi� �Ill118 OM�I� 88 BhOW(1. 3. Prohibit 4uns ae r�eceasary 1or traffic conditio�s. 4. Flashing Warning Lights (Type A per MUTCD) should be used, as �, to mark barricadea at night. 5. Steady Bumire Waminp I�phffi (Type C per MUTCD) shaA be used to mark Charwrolizing devices at MghG B. For bng ierm proJeda, conficting pavement markin�s that are no lorper e�pNca�e ahall bo removed or �literated. Temporery markings shall be uaed as r�ssary. 7. For signs size re/er to Manual on Uni(orm Trafic Control Devices (MUTCD) and WSDOT Sign Fabricatlon Manual M55-05. 1AW-2R - COMPLIANCE DA7E 1?/29H3 vvma� FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES o�� J. Tk�,� zy�� i �00 �� ov wesy��T9,L� � f � a � � ��� � � � ����5 "� � � �k�`kY ��'°� 9`°�rsTeA�'� ���`` g� 3 S���NAL E�G ����� � ��� F%PIkES Al1GUST 9, 2001 ����C L ----� � - - -- INTLR8ECTION � �r u�e c�osur� �AR SIDE STANDARD PLAN K-92.40A0 SHEET 7 OF 1 SHEET APPROVED FOR PUBLICATION Ken L. Smtth 02-15-07 RwTFOFiqNlMpWF91 wiE � Wm�Mpw� SW D�/are�wNdLempeeblbn .__ '_ _ _—_- . ' ._�__-__. ..-- _—__—'_ i .� @ / � - —. � '!fl���0{����8��� a �_—,��;, z i . 11 l. 0 _. . ... . _ �� .., � . . _. .. ... .. .. .ir_ . m i � , � _-- � � , ,; � : � �; �� � I_ - --- �� � �� a 1_ c��o j e�nv ( , aa�m �� / ' �---- I _._� I �t RB-tt 9MI ��i ,. I � 1 . ..__—. � - : � i =� E _ �;�-� � �- a -�_ � � {� � � ;';�: * � , a � ,,, � ; �r,,> .. . �-� r-- �' , ; woacnaen % � — - -- - i - �Q � �ir.%,� ;� � i 4 � ; Q m4 I ! � � m m �i � � � '� �, I., ' � 4 —_....�. �-' ,� cr� Q 4 i� � � m � � Q �� � � ;� � � I � � �i I 4 �o .— - __ __-- -- -' �s—Q F.� - �' �_ � —�, i � � � � � si , � '��� � a a � �--�-o- a � fl �� � �,� -lI �,o � � �� I1 i l[��I B11N ii i, ii ii � � ��� �, � , L.... �� _...... . -_!''.�-.._.._.... ___..__� _ � PEDESTRIAN DETOUR WORKINCi HOURB LE(iEND a �w+ �ocanar ro a � c�� o�nces � TYPE 2 BARRICADE � eiw *---- I�tall on Type 2 Berticedes ttxouphout NO uw w«k ar� za ncws prio� to � PIU�INB of t.�oeal Law Eniorcement reqW�ad. n �� -- = � �� Y _---i�. ._._.. _.___. �_—_—_'__. . ia� a � � yyN ---� ra ° i J tl I n sioaruu eeraw R&1 fA MOD � a _ _ _{�� e�w � � � � / ���� I R9-HAMOD o- � � � � o- �� ,. * ~" �" PA�� /r, I � �;, m ', % WoRKMFw � p � — _ � :� p� � //%�i ---c�.-`_—.. NMLKWM - . ' ° ' `n i7� . e � I-- I S yqN, � o. '� d. . ` . �'.. , - � � � SEE NOTE 2 i, b a -°� ° r ° _ .... � �' ' bl I 4 � � 1 ___�Y_ �i; m �I b � � � T � � 1 1� �� 1 1 PEDESTRIAN DETOUR NON�RKMO HOURS t�TES 1. VNhB11 Cf086watica Of ONfM pldB6hi8�n tBClli6ss 8�6 Cb69d or re- wcaced, �orary r� anau be d�de ana snad �nauae accessbifty feakuss �bnt wqh fhe teBWres preeeM in tlie ex�mg pedeetrian faa7ity. 2. CoMro� shown aro for pedeeVian Vaiflc only. 3. Use Waming Liyhfa on bsrtksdes. 4. Ma�tain a minimirn widtl� 013 fiBet �or pedestr�n patli. 5. For s�' ssae r�x tio Manual on U�fonn Tra(� CoMrol Devioes (MUTCD) and WSDOT Si� febrication Manual MSS05. FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES � p4 WASy� �''' � Z 5��� � ���y2� _ �,�� - � 90 ,� 25335 O �t' A FGISTE�� \� ��S�ONAI. �'�G �E%PIRES AUGl1ST 9. 200� �i���� ����� �� �$ m �� F3 i�����1 III@��� INTERSECTION � PEDEBTRIAN DETOUR 8TANDARD PLAN K-34.20-00 � BHEET t OF 1 SHEET nPweoveo Fore ruaucnnori Ken L 3m/th 02-15-07 m.,e�w� a,� � WsFYq� Slob Gpanmm.M W T�vspa�iwi � � � � � � �; � � � � � � � � � i� � � � �' � � � �' � � � � � � � � � � ',� � � z � Y a � � m � BUFFER DATA 7YPICAL PKOTECTIVE VEFIICLE WITX TNA (8EE NOiE 7) VElI�tETYPE �OAD�YVBIWIT a vaeo owra rRUCK Miwrxru w�acnr �e,000 �es. WP SERVICE TRUCK, (��MUM VYEIOHT SHAL� BE FLAT BED, ETC. �N ACCOfid1NCE VNTH MANU- . PACTURER RECOMMENDl�TIOI� ��� ROLLAHEAD STOPPW6 D16TANCE e 30 FEET MIN. (DRY PAVEAAEPlf ASSUMED) N2o-1 flOAD WORK � a AHEAD xj I c�zn t (�w xo�o wowc a � i ` p � � � X � �, p0,►0 � WDRK � AHEAD �� G20-2A EIW ROAD WOItlC �- a LEGEND ,N � JP __ � �I� MINIMUM TAPER IENOTH = L(� SI(iN SPACINa = X(1) 1ANE NADTH POSTED SPEED (MPX) RURAL R0J1DS 46 / 56 YPH 500' t (�� u> 90 �5 ao , es w 55 RURAL RW WS 8 URBAN ARTERIAL& 95 r 4o t�tpH s5a: ' --- 25/�YPH � �D't(2) 10 105 750 205 270 450 500 560 �1� ROADa. �RBAN AR7ERUL8, —._.____----- -- — � — -'— RESIDENTW.BBUSINESSDiS7RICTS i1 N5 786 ?26 29� 195 550 B05 -- �-----�---- _ . .... _ .. ._ _ .. -- -- - �- — URBAN STREETS 25 MPH OR IESS 100' t (2) 12 126 180 2K 320 5C0 800 B80 ALL SIONS ARE BLACK ON ORANOE UNLESS DESIONATED OTHERNIISE NOTES 1. A Pro6ective Vehicie is recommernied regardless if a Trudc NlouMed At6enua6or (TMA) is avai�; a work vehide may be �ed. VNron tw TMA ia uaed, the ProEective Vehide ahall be atra6�aUy la:ated to shiefd workers, wilh no apeclflc Roll-Ahead disfsnce. 2. For bng Aerm projeqs coMliding pavement markings tl�t are no br�yer a�Aceble shall be removed. (1) ALL SION SPACIN6 NAY BE ADJUBTED TO ACCOMMOa17E T���Y mBI�(IfIQB 8h811 bB t1SBd 8S 118CB383Iy AT-0RADE INTERSEC710N5 AP� DRNHMAY3. � ���= $�� � P� m0Uf1�8d. 3. The s MOTORCYCLES USE EXTREME CAUTION � (2) TtIiS SION SPACING MAY BE REDUCED IN UR61W AREAS TO FIT . � �� � ROAOWAY CONDITIONS. 1118y bB 1189d. 4. For signs size refet to Manual on Uniform Traffic Control CHANNELIZINO DEVICE SPACING Dwices(MUTCD)andWSDOTSignFabricatlonManual A�55-05. (�y� P08TED 6PEED IN TAPER IN TANf3ENi * VIMEN qppUCABLE � (MPFq (FEEn (FEEn 4.. pp�pyYppK 50170 40 80 � .__._______._ _______._. ._....___— W21�07'� WB-1�7 1M20.1 35 / 45 30 80 25I30 --zo — — --4o ABIpiPI � ROAD � � / 8NOULDER pH D A .. I- U-� �-- B--f--- "e ---{�---"— __ ---'`-- - "-- , .. ; I I - a d q� L �.—_----- — � — J/% (J / ��I �.. . _+. C' � , ,�, x; J P �° �. I B - l- WORK I� AHEAU •'� � ._..'_.J�'__'_.... _ __ . q SNiM WG�710N � � o cwwi�� o•�, oEwcEs � PROTEC7NE VEHICLE - RECOMMENDED p G�-�A � �. _ ll � W� SHOULDER WORK AREA 7 _IXISTIN(i UWE __� . �� � _ I CONTROL DEVICE � . �-- _ ._ _----- ------_ /�-- -_ � 4H:1V WEDOE OF COMPAC'f� $ECTICN O STABLE 6AATERULL - SEE WSDOT - sm. saEC. tm,aalt) BHOIKDER WORK AREA /flCTECIIaI �rar Ta scn� FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES o�� J. TR�,N c� �+I ��DO�R�OP,IYASy��T'i� ����&I � �� $ � ��� �I ����� 'a r ���EY, �DA ,p 25335 �O �t` I g � � F F�isTe� �t' �� �� Ss�aNA4 �'�G I�a���I �iEXPiRES�Al1GUST 9_20D7� IiYS���J �wreesecrioN � SNOULDER WORK $TANDARD PLAN K-36.20-00 SNEET 7 OF 7 SHEET APPROVED FOR PUBLICATION Ken L Smlth 02-15-07 m�re�amra o�re �M/mhNyMn SIW D�yrb�rqM7�vuyoria8on z � � rc $ � i m �s S LON6ITUDINAL BUFFER SPACE = B aos�o s�eo ��� zs w as w as � so ss eo es m LEN6TN B(FEEn 155 200 250 905 SEE STD. PUW K�11.20 BUFFER DATA TYPICAL PROTECTIVE Y@BCIE YVITH TMA (SEE NOTE t) VEf6CLETYPE IOADEDWE1fiNT 4 YARD OU1� TRUCK. LtlINMUM WEIONT 18�000 LBS. SERVICE TRUCK. (�UM WEIOHT SHALL 8E fLAT BED, ETC. �N ACCOROAlN� WTH Ml1NU- FACT1NtER RECOI�IMIATIOM .� ROLLANEAD S70PPIq0 DIBTANC6 =� FEET MW. �- (DRYMVEAAENTASSUMED) �oen� . ME�: MINIMUM TAPER LEN�iTH � L (FEen s►au�oEk wwni Pos�o sr�o (uPM Ek (FEEn 25 30 35 .�0 �S � 50 56 80 85 70 e e3 eo �z� +eo _. -- - _. __ _. - -- 8 bt � 120 164 214 SEE 67D. PIAN K-00.20 __ _ — - _._ __,�_ _ ___ ,�r,� �, �_ -_� _r_1 - - --_ LESS 7TMN B� 9 DEVICES W�NHMNIM. SPACED 10' O.C. w CHANNELIZING DEYICE SPACING POSTED SPEED IN TMER Ml TANOENT p�i) (FEEn (FEEn 96/4U 90 BO ---?b/90�—�- -� 20 �0 r".—,:,__ ..—._ —.:., �_—_'—_""'___ / __� � I � __ ' q q i X � X �_� r._._.._ _.._.. ---�- I ' ,�, � �,.� flOAD $H��� w� � � AMEAD \. s� �ocn� crwmeuzrxa o�cEs PR07ECiWE VEHICLE - RECOMBAENDED ,. T �m i wowcnR�n I _ � �� � � NOTES 1. A ProtaUive V�ICN is recommendad repar�esa if a Trudc Mountad Attenuator (TM/U is evaMabb; a work v�ide may be uaed. VVhen no TMA ia uaed, the Protective V�icle eheN Ge atratepkaNy bcaeed to ahield wo�kers, with rw speGfic Rdl-At�d diatance. 2. Charuieliz�g Devioe apacMg tor the downatre�n taper optlon ahell be 20' O.C. 3. For eigns sizs refer to Maoual a� UMfortn Treiflc CaMrol Devices (MUTCD) and WSDOT Sign F�icatlon Manual M55-05. 810N SPACIN(i � X (7) RURAL ROADS 8 WiBIW AR76tW.S 35 / 40 MPFI 350' 3 RURAL ROADB� URBAN ART6tW.8� 25 / 30 MPM 200' _(21 � a eusx�ss wsTx�crs - - - - URBAN STREETS 25 NPX OR LESS 700' 3(2) ALL SNiN6 ARE BIACK ON ORANOE UNLESS DESKiNATEO OTHERWISE (1J ALL SKifl SPACIN(i MAY BE ADJUSTED TO ACCOAiWOOATE INTERCHANGE RIWPB, ATf3MDE INfERSECTIONB, MID DRIVEWAYS. (� iFNS SIf3N �ACIN(31AAY BE REDUCED IN URBAW AREAS TO FIT ROADWAY CONDITIONB. � 0 �o� r��t0o' I �i e�o ��" �� � DOVtltI6TREAM TAPER TO &i0W END OF VVOItK AREA ^ SEE I�TE 2 FOR L�AL AGENCY USE ONLY NOT FOR U3E ON STATE ROUTES ��� � Tk�'� ����� �oOlR�Op WdSh� '�� �b� � � �� � ��� � � � �� � �� A � �p EW 90� .� 25335 �O �V 8�� � �t• �'�ISTe& \� �����I SS��NAL E�G � � �— ---- �@��a�J EXPIRES At1Gt15T 9, 2007 _ __ _ sNOU�eR c�osuRe — LOW SPEED ROADWAY (40 MPN OR LESS) STANDARD PLAN K-40.40-00 SHEET 7 OF 1 SHEET MPROVED FOR PUBt1CAT10N Ken L. Smlth OZ-1S-07 �.,��� a� � w�r� s�m. o.P.M.M w r� � �' � � � � � � � � � � � � � � � � � �� � � � � � � � � � � � � � � � � � � � i � m z J > � � O P ' $ION SPACINO s X (1) RURAL HICiMNAYS QO I 85 MPN B00' t _. __. _ _ __ _ _ _ ____.-- -- — RURAL R�DS ... ..... 0.5l 55 MPl1 5W' i . _.._ . ..... . .. .. .. .... ....... ..._...__..._._._..... ... ......_.. auRn� konos s uRaw ut�Rw.s 3s r eo htan 35a s - -- - — --- _ _. __ - --- - ---- -- . . . RURAL ROADS� URBAN ARTER�ALS� 25 /� MPH . 200' t(2) aE� a su�wess asTwc�s - -- --. _ --- _....._.__ ___ URBAN STREETS 25 MPH OR LESS 100' t(� __ _ __ ----------- -- ---__ ALL SIGNS ARE BLACK ON ORAIqE UNIE$S �ESIONA7ED OTHERWISE (1) ALL SI(3N SPACINO AMY � AUJU6TED TO ACCOMMODATE BITERCHIWfiE RnMPS, Ar-aw� i�asecnoas, n�a orxnrtvwvs. (2) THIS &GN 5PACWG AAAY BE REDUCEO IN URBAN AREAS TO FIT ROADVVAY CONDITIONS. CHANNELIZINO DEVICE SPACINO POSTED SPEED IN TAPER W TANOENT c� cF�n cF�n so � �o �o a -- ---- —.... _ _ _. 3s i as 3o eo — --- --- ._.. as i so zo +o �rEs 7. 3ee Standerc! Plan K-24.80 for typical lane d�ure signing details, devfoe specing requirements, a� lena dosure taper length. 2. MQTOCYCLES U3E EXTREME CAUTION signs ehall be �lea wnen n,e toUaMnO roadwey �w,awor�s ex�t: � � � �ent • lOEel plBtes • b�e Ar�l or ea�F, spedfic aigns for each ot me wndidone rwted snan be Instaned � witli MOTORCYCLES U3E EXTREME CAUTION signs. 3. Far signe dze refer to Manu� on Unifwm Trafiic Control Devices (MUTCD) end WSDOT Sign Fabr�allon Manual M55-05. LEOEI� a � wcHna+ � m � cw�ruo�.mNO o�nces L� ARROYVPAI�L �� GOOYED L008E BTEEI. � PAVEMENi OMYEL PLIITE8 � � �,.�, �, �-� �a,-,�, MOTORCYCLE WARWINt3 SION (1A21-1701) $MOULD BE INSTALLED AT 1 MILE SPACINCi, THROUOI�UT THE WORK ZONE YNiERE THE CONDITION IXISTS, AS PART OF THE 3EQUENCE OF OTHER APPROPRIATE STANDARD WARNING SIGNS ON 1 MILE SPACIN(i FOR LOCAL AGENCY USE ONLY NOT FOR USE ON 3TATE ROUTES �E J. Tk�, ����� ���QO � OP WASHi,�,'�"� � °� � � �� � � ����� � � �� E�v O� ,p� 25335 �O �V ���� � Fs �rsTeQ ���' ��$�� s��NAL �� � EXPIRES A11GU5T 9, 2007 €S�rt� i_- ---� �-- MOTORCYCLE SUPPLlMlNTAL 81�iNING STANDARD PLAN K-60.40-00 - SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION K� L Sm/th 02-15-07 �RAROBIOMBKNHHI OAIE YMsM�Nb^ Slow Dpr6nW ef Tmrporwli°" APPENDIX C 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 frin�e 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: 12/17/2012 Cou King King King Kin� King King King King King Kin� King King King King King King King King King King King King King King Tra�de Boilermakers Service LarDenters Larpenters Carpenters tarpent�rs Caroenters Cemer,t Mason� �ivers Et Tenders Divers �: Tenders i�iv�rs tt Tender� [3iver's ct � end2rs �i°�ers �t T2ntl�rs Ored�e Warker� l�red�e V�lorkers Job Classification Wa e Hotid Journey Level $40.83 5D Journey Level $60.24 5�, Brick And Block Finisher $42.21 5A Journey Level $49.07 �A Pointer-Caulker-Cleaner $49.07 5A Janitor $19.98 �,S Traveling Waxer/shampooer $20.39 5S Window Cleaner (Scaffold) $24.52 � Window Cleaner(non-scaffold) S23.66 5� Journey Level $22.74 Acoustical Worker $49.57 SD Bridge, Dock And Wharf $49.57 5D Carpenters Carpenter $49.57 5D Carpenters on Stationary Tools $49.70 5D Creosoted Material $49.67 5D Floor Finisher $49.57 .�D Floor Layer $49.57 5D Scaffold Erector $49.57 5� Journey Level $50.13 7A Diver $100.28 't Diver On Standby S56.68 5D Diver Tender $52.23 5D Surface Rcv &t Rov Operator $52.23 5D Surface Rcv £t Rov Operator $48.67 5A Tender Assistant Engineer $49.57 5D Assistant Mate(deckhand) $49.06 5D https://fortress. wa.gov �lni/wagelookup/prv Wagelookup.aspx Note � 1M 1M � 2F � � 1M 1M 1M 1M 1M 1M 1M � �A 1M 1M � 1 T � $t= 12/17/2012 King �red�e Workers Engineer Welder $49.62 � King DredQe-.Workers Leverman, Hydraulic �51.19 5D King Dredee Workers Maintenance $49.06 � King Dred�e Workers Mates And Boatmen $49.57 5D King Dredge Workers Oiler $49.19 5D King Drywall Applicator Journey Level $49.74 5D King Drywall Tapers Journey Level $49.79 5P King Electricai Fixture Maintenance Journey Level $25.08 5L Workers King Electricians - Inside Cable Splicer $62.74 7C King Etectricians - Inside Cable Splicer (tunnel) $67.45 7C King Electricians - Inside Certified Welder $60.61 7C King flectricians - Inside Certified Welder (tunnel) $65.10 7� King Etectricians - Inside Construction Stock Person $33.69 7C King Electricians - Inside Journey Level $58.47 7C King Electricians - Inside Journey Level (tunnel) $62.74 7C King Etectricians - Motor Shop Craftsman $15.37 King Etectricians - Motor Shop Journey Levet $14.69 King Electricians - Powertine Cable Splicer $64.95 �4 Construction King Electricians - Powerline Certified Line Welder $59.37 5A Construction King Electricians • Powertine Groundperson $42.1b 5A Construction King Electricians - Powerline Head Groundperson $44.50 5A Construction King Electricians - Powertine Heavy Line Equipment $59.37 5A Construction Operator King Electricians - Poweriine Jackhammer Operator $44.50 5A Construttion King Electricians - Powerline Journey Level Lineperson $59.37 5A Construction King Electricians - Powerline Line Equipment Operator $49.95 5A Construction King Etectricians - Powerline Pote Sprayer $59.37 5A Construction King Etectricians - Powerli��e Powderperson $44.50 5A Construction King Etectranic T�chnicians Journey Level $31.00 King �tevatc�r Constructc�r � Mechanic $75.24 7Q King Elev��tor Cot�yLruttors Mechanic In Charge $82.00 7D King Fabricate�' Pr�+:ast C:�ncrete Atl Classifications - In-Factory $14.15 5B Products Work Only King ��ric� Er������r� Fence Erector $15.18 King Fta ers Journey Level $34.61 7A Kin� �iaziers Journey Level $52.76 7L King H�at �t Fr�st lnsulators And Journeyman $56.93 SJ https://fortress. wa.gov/lni/wagelookup/prvWagelookup.aspx Page 2 of 18 � 1T 8L � 1T 8L 1T 8� 1T 8L � 1T 8L 1H �1E 1E 2W � 2W 2W �� 2W 2W � Zw 1 � 49 4A � 4A � 4A 4A � 4A � 4A 4A � 4A � 4A 1 � 4A 4A �2K 1 � � 1Y �1S 12/ 17/2012 � Asbestos Workers King Heatin$ Equipment Mechanics Journey Level King Hod Carriers Ec Mason Tenders Journey Level King Industrial Engine And Machine Journey Level Mechanics King Industrial Power Vacuum Journey Level Cleaner King Inland Boatmen Boat Operator King Inland 8oatmen Cook King Intand Boatmen Deckhand King Inland Boatmen Deckhand Engineer King inland Boatmen Launch Operator King inland Boatmen Mate King Inspection/Cleanin�/Seatin� Of Cleaner Operator, Foamer Sewer Et Water Svstems By Operator Remote Control King Inspection/CleaningJSealing Of Grout Truck Operator Sewer �C Water Svstems Bv Remote Control King Inspection/CleaninQ/Sealin� Of Head Operator Sewer £t Water Systems By Remote Control King Inspection/Cleaning/Sealin� Of Technician Sewer �t Water Systems By Remote Control King inspection/Cleaning/SealinQ Of Tv Truck Operator Sewer ft Water Systems By Remote Control King Insulation Applicators Journey Level King ironworkers Journeyman King Laborers Air, Gas Or Electric Vibrating Screed King Laborers Airtrac Dritl Operator King Laborers Ballast Regutar Machine King Laborers Batch Weighman King �aborers Brick Pavers King Laborers Brush Cutter King Laborers Brush Hog Feeder King Laborers Burner King Laborers Caisson Worker King �aborers CarpenterTender King Laborers Caulker King Laborers Cement Dumper-paving King Laborers Cement Finisher Tender King Laborers Change House Or Dry Shack King Laborers Chipping Gun (under 30 Lbs. ) King l.aborers Chipping Gun(30 Lbs. And https://fortress.wa.gov/lni/wagelookup/prv Wagelookup.aspx 568.52 7F $42.11 7A $15.65 $9.24 $52.32 5B $48.89 � $48.96 SB $49.95 5� $51.16 56 $51.16 � $31.49 $11.48 $24.91 $19.33 $20.45 $49.57 5D $59.02 7N $40.83 7A $42.11 7A $40.83 7A $34.61 7A $40.83 7A $40.83 7A $40.83 7A $40.83 7A $42.11 7A $40.83 7A $40.83 7A $41.59 7A $40.83 7A $40.83 7A $40.83 7A $41.59 7A Page 3 of 18 2Y 1 1 1K 1K 1K 1K 1K � 1 1 1 1 1 1M � 2Y 2Y 2Y 2Y 2Y 2Y � 2Y 2Y 2Y 2Y 2Y 2Y � 2Y 2Y 12/17/2012 0 King King King King King King King King King King King King King King King King King King King King King King King King King Laborers Laborers Laborers Laborers Laborers Laborers Laborers Laborers Laborers Laborers Laborers Laborers Laborers Laborers King Laborers King Laborers King Laborers King Laborers King Laborers King King King King King Labarers Over) Choker Setter $40.83 Chuck Tender $40.83 Clary Power Spreader $41.59 Ctean-up Laborer $40.83 Concrete Dumper/chute $41.59 Operator Concrete Form Stripper $40.83 Concrete Placement Crew $41.59 Concrete Saw Operator/core S41.59 Driller CrusherFeeder $34.61 Curing Laborer $40.83 Demolition: Wrecking £t Moving $40.83 (incl. Charred Material) Ditch Digger $40.83 Diver $42.11 Drill Operator $41. 59 (hydraulic,diamond) Dry Stack Walls $40.83 Dump Person $40.83 Epoxy Technician $40.83 Erosion Control Worker $40.83 Faller £c Bucker Chain Saw $41.59 Fine Graders $40.83 Firewatch $34.61 Form Setter $40.83 Gabian Basket Builders $40.83 General Laborer $40.83 Grade Checker �t Transit $42.11'. Person Grinders $40.83 Grout Machine Tender $40.83 Groutmen (pressure)including $41.59 Post Tension Beams Guardrail Erector $40.83 Hazardous Waste Worker (level $42.11 A) Hazardous Waste Worker (tevel $41.59 B) Hazardous Waste Worker (levet $40.83 C) High Scaler $42.11 Jackhammer $41. 59 Laserbeam Operator $41.59 Maintenance Person $40.83 https://fortress.wa.gov/lni/wagelookup/prv Wagelookup.aspx Page 4 of 18 7A �Y 7A 2Y 7A 2Y 7A 2Y 7A 2Y 7A 2Y 7A 2Y 7A 7A 7A 7A 7A 7A 7A 7A � 7A 79 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A � � � 2Y 2Y 2Y � 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 12/17/2012 King King King King King King King King King King King King King King King King King King King King King King King King King Kin� King King King King Kin� King King King KinQ ILaborers Manhole Builder-mudman $41.59 �Laborers Material Yard Person $40.83 Laborers Motorman-dinky Locomotive $41.59 Laborers Nozzleman (concrete Pump, $41.59 Green Cutter When Using Combination Of High Pressure Air �t Water On Concrete Ec Rock, Sandbtast, Gunite, Shotcrete, Water Bla Laborers Pavement Breaker $41.59 aborers Pilot Car $34.61 Laborers Pipe l.ayer Lead $42.11 Laborers Pipe Layer/tailor $41.59 Laborers Pipe Pot Tender $41.59 Laborers Pipe Reliner $41.59 Laborers Pipe Wrapper $41.59 L�borers Pot Tender $40.83 Laborers Powderman $42.11 Laborers Powderman's Helper $40.83 Laborers Power Jacks $41.59 La or rs Railroad Spike Puller - Power $41.59 Laborers Raker - Asphalt $42.11 Laborers Re-timberman $42.11 Laborers Remote Equipment Operator $41.59 Laborers Rigger/signal Person S41.59 Laborers Rip Rap Person $40.83 Laborers Rivet Buster $41.59 Laborers Rodder $41.59 Laborers Scaffold Erector $40.83 Laborers Scale Person $40.83 Laborers Sloper (over 20") $41.59 Laborer� SloperSprayer $40.83 Labarers Spreader(concrete) $41.59 Laborers Stake Hopper $40.83 Laborers Stock Piler $40.83 Laborers Tamper £t Similar Electric, Air $41.59 £t Gas Operated Tools �aborers Tamper (multiple £t Self- $41.59 propelled) Laborers Timber Person - Sewer (tagger, $41.59 Shorer £t Cribber) Laborers Toolroom Person (at Jobsite) $40.83 Laborers Topper $40.83 Laborers Track Laborer $40.83 Laborers Track Liner (power) $41.59 Laborers Traffic Control Laborer $37.01 https://fortress. wa. gov/lni/wagelookup/prv Wagelookup. aspx Page 5 of 18 7A �Y 7A 2Y 7A 2Y 7A 2Y 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A � 7A 7A 2Y � 2Y 2Y 2Y 2Y 2Y 2Y 2Y � 2Y � 2Y 2Y 2Y 2Y 2Y 2Y � 2Y � 2Y 2Y � 2Y � 2Y 2Y 2Y 2Y 2Y 2Y 12/ 17/2012 King �Laborers King King King King King King King King King King King King King King King King King King Kin� King King King KinQ Traffic Control Supervisor Laborers Tu�ger Operator Laborers Tunnel Work-Compressed Air Worker 0-30 psi Laborers Tunnel Work-Compressed Air Worker 30.01-44.00 psi Laborers Tunnel Work-Compressed Air Worker 44.01-54.00 psi Laborers Tunnel Work-Compressed Air Worker 54.01-60.00 psi Laborers Tunnel Work-Compressed Air Worker 60.01-64.00 psi Laborers Tunnel Work-Compressed Air Worker 64.01-68.00 psi Laborers Tunnel Work-Compressed Air Worker 68.01-70.00 psi Laborers Tunnel Work-Compressed Air Worker 70.01-72.00 psi Laborers Tunnel Work-Compressed Air Worker 72.01-74.00 psi Laborers Tunnel Work-Guage and Lock Tender Laborers Tunnel Work-Miner Laborers Vibrator Laborers Vinyl Seamer Laborers Watchman Laborers Welder Laborers Well Point Laborer Laborers Window Washer/cleaner �aborers - Under�round Sewer Generat laborer ft Topman &� Water Laborers - Under�round Sewer Pipe Layer �t Water Landscape Construction Irrigation Or Lawn Sprinkler Installers LandscaRe Construction Landscape Equipment Operators Or Truck Drivers Landscape Construction Landscaping or Planting Laborers Lathers Journey Level Marbte Setters Journey Level King Metal Fabrication Iln Sho�) Fitter King Metat Fabrication {In Shop) Laborer King Meta! Fabrication dln Shopl Machine Operator King Metat Fabrication (1n Shop) Painter King Metal Fabrication (In Shap� Welder King Millwrigh[ Journey Level https://fortress.wa.gov/lni/wagelookup/prv Wagelookup.aspx $37.01 7A $40.83 7A $41.59 7A $55.89 7A $60.92 7A $64.60 7A $70.30 7A $72.42 7A $77.52 7A $79.42 7A $81.42 7A $83.42 7A $42.21 7A $42.21 7A $41.59 7A $40.83 7A $31.46 7A $41.59 7A $41.59 7A $31.46 7A $40.83 7A $41.59 7A $13.56 $28.17 $17.87 $49.74 5D $49.07 ,�A $15.86 $9.78 $13.04 $11.10 $15.48 $50.67 5D Page 6 of 18 2Y 2Y � 2Y 2Y 2Y 2Y 2Y 2Y 2Y 1H 1H � 2Y 2Y � � 2Y 2Y 1 1 1 1H 1 1 1 1 � � � � � � � � � � � � 12/17/2012 King King King King King King King King King King King King King King King King King King King King King King King King King King King King Modular Buitdines Modular Buildines Modular Buildinss Playground & Park Equ Ins atlers Plumbers &t Pi�efitters Cabinet Assembly Electrician Equipment Maintenance Plumber Production Worker Tool Maintenance Utility Person Welder Journey Level Journey Level Journey Level �ment Journey Level Journey Level tors Asphalt Plant Operators tors Assistant Engineer tors Barrier Machine (zipper) tors Batch Plant Operator, Concrete tors Bobcat tors Brokk - Remote Demolition Equipment tors Brooms $11.56 $11.56 $11.56 $11.56 $9.40 $11.56 $11.56 $11.56 $37.51 � $49.82 5D $48.23 7�( $9.04 $70.84 6Z $51.89 7A $48.62 7A $51.40 7A $51.40 7A $48.62 7� $48.62 7A $48.62 7A Power Equipment Ooerators Bump Cutter $51.40 7A Power Equipment Operators Cabteways $51.89 7A Power Equipment Operators Chipper $51.40 7A Power Equipment Operators Compressor $48.62 7A Power Equiament Operators Concrete Pump: Truck Mount $51.89 7A With Boom Attachment Over 42 M Power Epuipment Operators Concrete Finish Machine -laser $48.62 7A Screed Power Equipment Operators Concrete Pump - Mounted Or $50.98 7A Trailer High Pressure Line Pump, Pump High Pressure. Power Eauipment Operators Concrete Pump: Truck Mount $51.40 7A With Boom Attachment Up To 42m Power� Equipment Operators Conveyors $50.98 7A Power Equipment O�erators Cranes: 20 Tons Through 44 $51.40 7A Tons With Attachments Power Equipment O�rators Cranes: 20 Tons Through 44 $51.40 7A Tons With Attachments Overhead, Bridge Type Crane: 20 Tons Through 44 Tons Power Equipment Operators Cranes: 100 Tons Through 199 $52.44 7A Tons, Or 150' Of Boom (includin� Jib With https://fortress. wa.gov/lni/wagelookup/prv W agelookup. aspx Page 7 of 18 1 1 1 1 1 1 1 3,� L 1 1G �4 3C 3C 3C � 3C $� 8P 8P 8P � 8P 3C 8P 3C 8P � � 3C 8P 3C 8P 3C 8P 3C 8P 3C �P 3C � 3C 8P 8P 8P 3C � 8P 12/ 17/2012 King . � Power Equiprner�t Operators King �Power Equipment Operators King �Power Equi�ment Operators King Power Ec�uioment Operators King Power EcLuipment Operators King Power Eaui�ment Operators King Power Equipment Operators King King King King King King King King � King King King King King King King King King Power Equipment Operators Power Equioment Operators Power Equipment Operators Power Equipment Operators Power Eouioment Onerators Power Equipment Operators Power Eq,uipmen[ Operators Power EquiDmsnt Qperators Power Ec�ui��n�nt �.Lerators Power Equipment Operators Power £ �;ioment Operators Power Equi�ment Operatars Cranes: 100 Tons Throu�h 199 $52.44 Tons, or 150' of boom (including jib with attachments); Overhead, bridge type, 100 tons and over; Tower crane up to 175' in height, base to boom. Cranes: 200 Tons To 300 Tons, $53.01 Or 250' Of Boom (including Jib With Attachments) Cranes: 45 Tons Through 99 $51.89 Tons, Under 150' Of Boom (including Jib With Attachments) Cranes: A-frame - 10 Tons And $48.62 Under Cranes: Friction 100 Tons $53.01 Through 199 Tons Cranes: Friction Over 200 Tons $53.57 Cranes: Over 300 Tons Or 300' S53.57 Of Boom (including Jib With Attachments) Cranes: Through 19 Tons With $50.98 Attachments A-frame Over 10 Tons Crusher $51.40 Deck Engineer/deck Winches $51.40 (power) Derricks, On Building Work $51.89 Dozer Quad 9, HD 41, D10 and $51.89 Over Dozers D-9 ft Under $50.98 Drill Oilers: Auger Type, Truck $50.98 Or Crane Mount Drilling Machine $51.40, Elevator And Man-lift: $48.62 Permanent And Shaft Type Finishing Machine, Bidwell And $51.40 Gamaco £x Similar Equipment Forklift: 3000 Lbs And Over $50.98 With Attachments Forklifts: Under 3000 Lbs. With $48.62 Attachments Grade Engineer: Using Blue $51.40 Prints, Cut Sheets, Etc Gradechecker/stakeman $48.62 Guardrail Punch $51.40 Guardrail Punch/Auger $51.40 Hard Tail End Dump $51.89 Articulatin� Off- Road Page 8 of 18 7A � 3C � 8� 7A 3C 8P 7A �C 8P 7A 7A � 7A 3C 3C 34 i� 3C � 8P � 8P 7A I � I �? 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A � 3C 3C � 3C 3C � � �4 � � 3C �4 �� 3C 3C 8P 8P 8P 8P 8P 8P 8P � 8P � 8P 8P 8P � 8P 8P https://fortress. wa.gov/lni/wagelookup/prvWagelookup.aspx 12/ 17/2012 Equipment 45 Yards. �t Over King Power Equipment Operators �� Hard Tail End Dump $51.40 Articulating Off-road Equipment Under 45 Yards King Power E,�uipment Operators Horizontal/directional Drill $50.98 Locator King Power Eauipment Operators Horizontal/directionat Drilt $51.40 Operator King Power Equioment Operators Hydralifts/boom Trucks Over $50.98 10 Tons Kin� Power Equipment Operators Hydralifts/boom Trucks, 10 $48.62' Tons And Under King Power Equioment Operators Loader, Overhead 8 Yards. £t $52•44�, Over ' King Power Eguipment Operators Loader, Overhead, 6 Yards. But $51.89' Not Including 8 Yards ' King Power Equipment Operators Loaders, Overhead Under 6 $51.40' Yards King Power Eauipment O�erators Loaders, Plant Feed $51.40'. King Power Equipment Operators Loaders: Elevating Type Belt $50.98' King Power Eouinment O,perators Locomotives, Atl $51.40 King Power Equipment Operators Material Transfer Device $51.40 King Power Equipment Operators Mechanics, All (leadmen - $52.44 $0.50 Per Hour Over Mechanic) King Power Equipment Operators Mixers: Asphalt Plant $51.40 King Power EcLui�ment Operators Motor Patrol Grader - Non- $50.98 finishing King Power Equipment O�erators Motor Patrol Graders, Finishing $51.89 Kin� Power Equipment Operators Mucking Machine, Mole, Tunnet $51.89 Dritt, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $48.62 Distribution �t Mulch Seedin� Operator King Power Equipment Operators Outside Hoists (elevators And S50.98 Kin� Power Equipment Operators King Power Ec�uipment Operators King Pawer Equiprreent Operators King Power Equipment Operators Kin� Pnwer Equipment Operators King Pow�r Equipment Operators King Power Eauipment Operators King Fower Equipment Operators King Power Equioment O�erators Overhead, Bridge Type Crane: $51.40 20 Tons Through 44 Tons Overhead, Bridge Type: 100 $52.44 Tons And Over Overhead, Bridge Type: 45 S51.89 Tons Through 99 Tons Pavement Breaker $48.62 Pile Driver (other Than Crane $51.40 Mount) Plant Oiler - Asphalt, Crusher $50.98 Posthote Digger, Mechanical $48.62 Power Plant $48.62 Pumps - Water $48.62 https://fortress.wa.gov/lni/wagelookup/prv Wagelookup.aspx 7A 7A 7A � 7A 7A 7A 7A 7A 7A Page 9 of 18 3C � SP � � � 3C 3C � � � � 8P � 8P � � � 8P � � � 7A 3C 8P 7A 3C 8P 7A 3C 8P 7A �C, 8P 7A 3C 8P 7A 3C 8P 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 3C 3C 3C 3C � 3C 3C 3C � 8P 8P 8P 8P 8P 8P � 8P � 12/17/2012 King King King King King King King King King King Kin� King King King King King King King King King King King King Power Equioment Operators Quad 9, Hd 41, D10 And Over $51.89 7A Power Equipment Operators Quick Tower - No Cab, Under $48.62 7A 100 Feet In Height Based To Boom Power Equipment Operators Remote Control Operator On $51.89 7A Rubber Tired Earth Moving Equipment Power Epuipment Operators Rigger And Bellman $48.62 7A Power Equipment Operators Rollagon $51.89 7A Power Equipment Operators Roller, Other Than Plant Mix $48.62 7A Power Equioment Operators Roller, Plant Mix Or Multi-tift $50.98 7A Materiats Power Equi�ment Operators Roto-mitl, Roto-grinder $51.40 7A Power Equipment Operators Saws - Concrete $50.98 7A Power Equiament Operators Scraper, Self Propelled Under $51.40 7A 45 Yards Power Equi�ment Operators Scrapers - Concrete &t Carry All $50.98 7A Power Equipment Operators Scrapers, Self-propelled: 45 $51.89 7A Yards And Over Power Equipment Operators Service Engineers - Equipment $50.98 7A Power Equi�ment Operators Shotcrete/gunite Equipment $48.62 7A Power Equipment Operators Shovel , Excavator, Backhoe, $50.98 7A Tractors Under 15 Metric Tons. Power Equipment Operators Shovel, Excavator, Backhoe: $51.89 7A Over 30 Metric Tons To 50 Metric Tons Power Equipment Operators Shovel, Excavator, Backhoes, $51.40 7A Tractors: 15 To 30 Metric Tons Power Equipment Operators Shovel, Excavator, Backhoes: $52.44 7A Over 50 Metric Tons To 90 Metric Tons Power Equipment Operators Shovel, Excavator, Backhoes: $53.01 7A Over 90 Metric Tons Power Et�uipment Operators Slipform Pavers $51.89 7A Power Equipment Operators Spreader, Topsider tx $51.89 7A Screedman Power Equipment Operators Subgrader Trimmer $51.40 7A Power Equipment Operators Tower Bucket Elevators $50.98 7A Power Equipment Operators Tower Crane Over 175'in $53.01 7A Height, Base To Boom Povver EquiRment Operators Tower Crane Up To 175' In $52.44 7A Height Base To Boom Power Equipment Operators Transporters, All Track Or $51.89 7A Truck Type Power Equiprnent Operators Trenching Machines $50.98 7A Power Equipment Operators Truck Crane Oiler/driver - 100 $51.40 7A Tons And Over Power Equipnnent Operators Truck Crane Oiler/driver Under $50.98 7A 100 Tons Page 10 of 18 � 8P 3C 8P � � � 3C 3C 3C � 3C 3C 3C � � 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 8P $P � $� 8P 8P 8P 8P 8P � $P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P � $� 8P 8P https://fortress.wa.gov/lni/wagelookup/prv Wagelookup.aspx 12/ 17/2012 King King King King King King King King King King King King King Kin� King King King King King King King King King King Power Equinment Operators Truck Mount Portable Conveyor $51.40 Power fquipment Operators Welder $51.89 Power Equipment Operators Wheel Tractors, Farmall Type $48.62 Power Equipment Operators Yo Yo Pay Dozer $51.40 Power Ec�ui�ment Operators- Asphalt Plant Operators $51.89 Underground Sewer £� Water Power Equiament Operators- Assistant Engineer $48.62 Under�round Sewer Ft Water Power EcLuipment Operators- Barrier Machine (zipper) $51.40 Under�round Sewer & Water Power Equipment Operators- Batch Plant Operator, $51.40 UnderQround Sewer £t Water Concrete Power Equipment Operators- Bobcat $48.62 Underground Sewer £t Water Power Equi�ment Operators- Brokk - Remote Demolition $48.62 Under�round Sewer &t Water Equipment Power Equipment Operators- Brooms $48.62 Under$round Sewer &t Water Power Eguipment O�erators- Bump Cutter $51.40 Under�round Sewer £t Water Power Equipment Operators- Cableways $51.89 Underground Sewer &t Water Power Equipment Operators- Chipper $51.40 Underground Sewer £t Water Power Equipment Operators- Compressor $48.62 Under$round Sewer tt Water Power Equipment Operators- Concrete Pump: Truck Mount $51.89 Under�round Sewer ft Water With Boom Attachment Over 42 M Power Egui�ment Operators- Concrete Finish Machine -laser $48.62 Under�round Sewer & Water Screed Power Equipment Operators- Concrete Pump - Mounted Or $50.98 Under�round Sewer �t Water Traiter High Pressure Line Pump, Pump High Pressure. Power Equipmsnt Operators- Concrete Pump: Truck Mount $51.40 Underground Sewer £t Water With Boom Attachment Up To 42m Power Equipment Operaiors• Conveyors $50.98 Under�round Sewer & Water Power Equipment Operatars- Cranes: 20 Tons Through 44 $51.40 Under�round Sewer & Wate� Tons With Attachments #�ower Equipment Operators- Cranes: 20 Tons Through 44 $51.40 Under�round Sewer £t bYater Tons With Attachments �� Overhead, Bridge Type Crane: 20 Tons Through 44 Tons Power Equipmeni Operators- Cranes: 100 Tons Through 199 $52.44 Underground Sewer F� Water Tons, Or 150' Of Boom (inctuding Jib With Power Equipment OQerators- Cranes: 200 Tons To 300 Tons, $53.01 Underground Sewer �t Water Or 250' Of Boom (including Jib https://fortress. wa. gov/lnilwagelookup/prv Wagelookup.aspx Page 11 of 18 7A � $P 7A 3C 8P 7A }� 8P 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 3C 3C 3C 3C 3C 3C � 3C � 3C 3C 3C 7A � 7A 3� 7A 3C 8P 8P 8P 8P � 8P 8P 8P 8P 8P 8P 8P 8P $P 8P 7A � �P 7A � 8P 7A �C $P 7A 3C 8P 7A 3C 8P 12/17/2012 With Attachments) King Power Equipment Operators- Cranes: 45 Tons Through 99 $51.89 Underground Sewer Ft Water Tons, Under 150' Of Boom (inctuding Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $48.62 Underground Sewer &t Water Under King Power Equipment Operators- Cranes: Friction 100 Tons $53.01 Under�round Sewer �t Water Through 199 Tons King Power Equipment Operators- Cranes: Friction Over 200 Tons $53.57 �Jnderqround Sewer �t Water King Power Equipment Operators- Cranes: Over 300 Tons Or 300' $53.57 Under�round Sewer Ft Water Of Boom (including Jib With Attachments) King Power Equioment Operators- Cranes: Through 19 Tons With $50.98 Under$round Sewer £t Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $51.40 Underground Sewer £t Water King Power Equipment Operators- Deck Engineer/deck Winches $51.40 Underground Sewer £t Water (power) King Power Equipment Operators- Derricks, On Building Work $51.89 Underground Sewer £t Water King Power Equi�ment Operators- Dozer Quad 9, HD 41, D10 and $51.89 Under�round Sewer £t Water Over King Power Equipment Operators- Dozers D-9 ft Under $50.98 Under�round Sewer £t Water King Power Eauipment Operators- Drilt Oilers: Auger Type, Truck $50.98 Under�round Sewer ft Water Or Crane Mount ' King Power Equi�ment Operators- Drilling Machine $51.40 Under$round Sewer £t Water King Power Equiament Operators- Elevator And Man-lift: $48.62 Under�round Sewer £t Water Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell And $51.40 Underground .Sewer & Water Gamaco & Similar Equipment King Power Eguipment Operators- Forklift: 3000 Lbs And Over $50.98 Under�round Sewer �t Water With Attachments King Power Equiqment O�erators- Forklifts: Under 3000 Lbs. With $48.62 Under�round Sewer £t Water Attachments King Power EcLuipment Operators- Grade Engineer: Using Blue $51.40 Underground Sewer ft Water Prints, Cut Sheets, Etc King Power Equi�ment Operators- Gradechecker/stakeman $48.62 Under�round Sewer £t Water King Power Equipment Operators- Guardrail Punch $51.40 Under�round Sewer 8 Water King Power Equipment Operators- Guardrail Punch/Auger $51.40 liiadereround Sewer �t Water King Pflwer Equipment Operators� Hard Tail End Dump $51.89 Undersround Sewer Et Water Articulatin� Off- Road Epuipment 45 Yards. �t Over 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A Page 12 of 18 3C � 8P 3C 3C 3C 3C � 3C 3C 3C � 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 8P 8P 8P 8P $P 8P 8P 8P � 8P 8P � � 8P 8P 8P 8P 8P 8P 8P 8P https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 12/ 17/2012 King Power Equinment O�erators- Hard Tail End Dump Underground Sewer £t Water Articulating Off-road Equipment Under 45 Yards $51.40� 7A King Power Equipment Operators- Horizontal/directionat Drill $50.98 Underground Sewer &t Water Locator King Power Equipment Operators- Horizontal/directional Drilt $51.40 Under�round Sewer £t Water Operator King Power Equipment Operators- Hydratifts/boom Trucks Over $50.98 Underground Sewer &t Water 10 Tons King Power Equipment Operators- Hydralifts/boom Trucks, 10 $48.62 Under�round Sewer tx Water Tons And Under King Power Equipment Operators- Loader, Overhead 8 Yards. £t $52.44 Underground Sewer 8 Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards. But $51.89 Underground Sewer �t Water Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $51.40 Underground Sewer £t Water Yards King Power Equipment Operators- Loaders, Plant Feed $51.40 Under�ound Sewer Ft Water King Power Equipment Operators- Loaders: Elevating Type Belt $50.98 Under,�round Sewer �t Water King Power Equipment Operators- Locomotives, All $51.40 Under�round Sewer £t Water ' King Power Equi�ment Operators- Material Transfer Device $51.40 Underground Sewer �t Water King Power Equipment Operators- Mechanics, All (leadmen - $52.44 Under�round Sewer £t Water $0.50 Per Hour Over Mechanic) King Power Equi�ment Operators- Mixers: Asphatt Plant $51.40 Under�round Sewer 6t Water King Power Equipment Operators- Motor Patrol Grader - Non- $50.98 Under$round Sewer �t Water finishing King Power Equipment Operators- Motor Patrol Graders, Finishing $51.89 Under�round Sewer �t Water King Power Equi�ment Operators- Mucking Machine, Mote, Tunnel $51.89 Underground Sewer �. Water Dritl, Boring, Road Header , And/or Shield King Power Equipment Operators Oil Distributors, Blower 548.62 Uriderground Sewer Ft Water Distribution �t Mulch Seeding Operator King Pawer Ec�uipment Operators- Outside Hoists (elevators And $50.98 Under�round Sewer Ft Water Mantifts), Air Tuggers,strato King Power Eauipment Operators Overhead, Bridge Type Crane: $51.40 iJnderground Sewer Ft Water 20 Tons Through 44 Tons King Power� Eauir�ment Operators- Overhead, Bridge Type: 100 $52.44 llnder�round Sewer �t Water Tons And Over King Power Equipment Operators- Overhead, Bridge Type: 45 $51.89 Under�,round Sewer £t Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $48.62 Under�round Sewer ix Water King Power Equipment Operators- Pile Driver (other Than Crane $51.40 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A Page 13 of 18 � � �. 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C � � � � � � 3C 3C 3C 3C 3C 3C 3C 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P � �. 8P � 8P 8P 8P 8P 8P 8P 8P 8P https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 12/17/2012 King Mount) Ptant Oiler - Asphalt, Crusher King Power Epuipment Operators- Posthole Digger, Mechanical Underground Sewer £t Water King Power Epuipment Operators- Power Plant King Power Equipment Operators- Pumps - Water Underground Sewer �t Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over Underground Sewer ft Water King Power Equipment Operators- Quick Tower - No Cab, Under Under�round Sewer ft Water 100 Feet In Height Based To Boom King Power Equinment Operators- Remote Control Operator On Under�round Sewer &t Water Rubber Tired Earth Moving Equipment King King King King King King King Kin� King King King King King Kin� Kin� King $50.98 $48.62 $48.62 $48.62 $51.89 $48.62 $51.89 Power Equipment Operators- Rigger And Bellman $48.62 Under�round Sewer £t Water Power Equipment Operators- Rollagon $51.89 Underground Sewer £t Water Power Equipment Operators- Roller, Other Than Plant Mix $48.62 Underground Sewer St Water Power Eaui�ment Operators- Roller, Plant Mix Or Multi-lift $50.98 UnderQround Sewer fr Water Materials Power EcLuipment Operators- Roto-mill, Roto-grinder $51.40 Under�round Sewer 8 Water Power Equi�ment Operators- Saws - Concrete $50.98 Under�round Sewer �t Water Power Equipment Operators- Scraper, Self Propelled Under $51.40 Under�round Sewer Ft Water 45 Yards Power Equipment Operators- Scrapers - Concrete 8 Carry All $50.98 Underground Sewer &t Water ��Power Eauipment Operators- Scrapers, Self-propelled: 45 $51.89 UnderQround Sewer 8 Water Yards And Over Power Equi�ment Operators- Service Engineers - Equipment $50.98 Under�round Sewer �t Water Power Equi�ment O�erators- Shotcrete/gunite Equipment $48.62 Under�round Sewer �t Water Power Eauion�ent Operators- Shovel , Excavator, Backhoe, $50.98 Under�round Sewer £t 4Vater Tractors Under 15 Metric Tons. Power Equipment Operators- Shovel, Excavator, Backhoe: $51.89 Ur�der�round Sewer £t Water Over 30 Metric Tons To 50 Metric Tons Power Eguipment Operators- Shovel, Excavator, Backhoes, $51.40 Undereround Sewer �. Water Tractors: 15 To 30 Metric Tons Power E9uipment Operators- Shovet, Excavator, Backhoes: $52.44 Underground Sewer £� Water Over 50 Metric Tons To 90 Metric Tons Prswer Equipment Operators- Shovel, Excavator, Backhoes: $53.01 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A Page 14 of 18 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C � � � � � 3C � � � 7A 3C 7A 3C 7A 3C � 8P 8P 8P 8P �. � 8P 8P � � 8P 8P $P 8P 8P 8P https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 12/17/2012 Underground Sewer & Water Over 90 Metric Tons King Power Ec�uipment Operators- Slipform Pavers $51.89 Underground Sewer St Water King Power Equipment Operators- Spreader, Topsider £t $51.89 Underground Sewer &t Water Screedman King Power Equipment Operators- Subgrader Trimmer $51.40 Underground Sewer �t Water King Power Equipment Operators- Tower Bucket Elevators $50.98 Under�round Sewer Et Water King Power EQUipment Operators- Tower Crane Over 175'in $53.01 Underground Sewer £t Water Height, Base To Boom King Power Equipment Operators- Tower Crane Up To 175' In $52.44 Underground Sewer �t Water Height Base To Boom King Power Equipment Operators- Transporters, All Track Or $51.89 Underground Sewer &t Water Truck Type King Power Equipment Operators- Trenching Machines $50.98 Underground Sewer 8 Water King Power Equipment Operators- Truck Crane Oiler/driver - 100 $51.40 Under�round Sewer £t Water Tons And Over King Power Equipment Operators- Truck Crane Oiler/driver Under S50.98 Under�round Sewer &t Water 100 Tons King Power Equipment Operators- Truck Mount Portable Conveyor $51.40 Under�round Sewer 6t Water King Power Equioment Operators- Welder $51.89 Under�round Sewer tt Water King Power Equipment Operators- Wheel Tractors, Farmall Type $48.62 Underground Sewer Et Water King Power Equi�ment Operators- Yo Yo Pay Dozer $51.40 Under$round Sewer 8 Water King Power Line Clearance Tree Journey Levet In Charge $42.91 Trimmers King Power Line Clearance Tree Spray Person $40.73, Trimmers King Power Line Ctearance Tree Tree Equipment Operator $41.29 Trimmers King Power Line Ctearance Tree Tree Trimmer $38.38 Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $28.95 Trimmers King Refrigeration £t Air Journey Level $69.96 CondationinQ Mechanics King Residentiat 8rick Mason Journey Level $49.07 King Residentiai Carpenters Journey Levet $28.20 King Re$ident�al Cement Masons Journey Level $22.64 King Residential Drywaii Appticators Journey Level $38.08 King Residentiai Drywail Tapers Journey Level $49.79 King Residential Electricians JOURNEY LEVEL $30.44 King Residentiat Gtaziers Journey Level $34.60 King Residentiat Insulation Journey Level $26.28 https://fortress.wa.gov/lni/wagelookup/prv Wagelookup.aspx 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 5A � 5A 5A � 6Z 5A Page 15 of 18 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C � � � � 4A 4A 4A 4A � � 1M 1 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P 8P � � � 5D 1M SP 1E 1 7L 1 H , 1 12/17/2412 King Residentiat Laborers Journey Levet Kin� Residential Marble Setters Journey Level King Residential Painters Journey Level King Residential Plumbers & Journey Level Pipefitters King Residential Refri�eration £t Air Journey Level Conditionin$ Mechanics King Residential Sheet Metat Journey Level (Fietd or Shop) Workers King Residentiat Sofit Ftoor Layers Journey Level King Residential Sprinkler Fitters Journey Level jFire Protection) King Residentiat Stone Masons Journey Level King Residentiat Terrazzo Workers Journey Level King Residential Terrazzo/Tile Journey Level Finishers King Residential Tile Setters Journey Level King Roofers Journey Level King Roofers Using Irritable Bituminous Materials King Sheet Metat Workers Journey Level (Field or Shop) King Shipbuitdin$ �t Ship Repair Boilermaker King Shipbuitdin� £t Ship Repair Carpenter King Shipbuitding Et Ship Repair Electrician King Shipbuitding & Ship Repair Heat tt Frost Insulator King Shipbuildin� £t Ship Repair Laborer KinQ Shiobuildine f� Shi� Re�air Machinist King King King King King King King King King King King King King Shipbuildin$ £t Ship Repair Painter Shipbuildin� ft Sh� Repair Rigger Shipbuitding � Ship Repair Sandblaster Shipbuitding Et Ship Repair Sheet Metal Shipbuitdin� tt Ship Repair Shipfitter Shipbuitdin� & Ship Repair Warehouse Shipbuitdin�, �. Ship Repair Welder/Burner Si�n Makers �t Instatlers Sign Installer tElectri�ai� S,ign Makers � Instatlers Sign Maker dElectrica!) Sign Makers £� instalters �Non- Sign Installer Electri�al) Sien Makers 8 Instatters (Non- Si�n Maker Etectrical) $23.03 $24.09 $24.46 $34.69 $69.96 6Z $41.30 7F $41.78 � $41.31 5C $49.07 5A $45.43 � $21.46 $25.17 $43.90 5�i $46.90 5A $68.52 7F $35.83 7M $38.24 7� $37.85 70 S56.93 '�J $36.81 70 $37.81 7� $40.20 70 $37.81 70 $37.79 70 $37.78 70 $36.81 70 $37.77 70 $37.78 70 $37.63 7�( $37.68 70 $37.78 70 $22.92 $21.36 $27. 28 $33.25 Page 16 of 18 1 1 � 1R 2R 1M 1 1R 1R 1E 1H 15 � � � 3B 3B 3B � � 1 1 1 1 https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 12/ 17/2012 King Soft Floor Layers Journey Level $41.78 5A King Sotar Controts For Windows Journey Level $12.44 King Sprinkler Fitters (Fire Journey Level $69.44 5� Protection) King Stage Ri��in� Mechanics (Non Journey Level $13.23 Structural) King Stone Masons Journey Level $49.07 � King Street And Parkin$ Lot Journey Level $19.09 Sweeper Workers King Surveyors Assistant Construction Site $50.98 7A Surveyor King Surveyors Chainman $50.46 7A King Surveyors Construction Site Surveyor $51.89 7A King Telecommunication Journey Level $22.76 Technicians King Telephone Line Construction - Cable Splicer $35.09 5A Outside King Telephone Line Construction - Hole Digger/Ground Person $19.22 5A Outside King Telephone Line Construction • Installer (Repairer) $33.63 5A Outside King Telephone Line Construction - Special Aparatus Instalter I 535.09 5A Outside King Tetephone Line Construction - Special Apparatus Installer il $34.37 5A Outside King Telephone Line Construction - Tetephone Equipment Operator $35.09 SA Outside (Heavy) King Tete�hone Line Construction - Telephone Equipment Operator $32.62 5A Outside (Light) King Tetephone Line Construction - Tetephone Lineperson $32.62 5A Outside King Telephone Line Construction - Television Groundperson S18.65 SA Outside King Telephone Line Construction - Television Lineperson/Instalter $24.66 5A Outside King Teteohane Line Construction - Television System Technician $29.42 5A Outside King Telephone Line Construction � Television Technician $26.43 5A Outside King Telephone Line Construction - Tree Trimmer $32.95 5A �utside King Terrazzo Workers Journey Level $45.43 5A King Tite Setters Journey Level $21.65 King Trle, Marble � Terrazzo Finisher $37.76 5A Finish ers King . Traffic Control Stripers Journey Level $41.27 7A King Truck Driver� Asphalt Mix Over 16 Yards (W. S47.91 5D WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $47.07 5D https://fortress. wa.gov/lni/wagelookup/prv Wagelookup.aspx Pa�e 17 of 18 3D 1 1X 1 1M 1 3C � 1 2B 2B 2B 2B 26 2B 2B 2B 2B 2B 26 26 26 8P � 1 1B 1K 3A 8L � $� 12/17/2012 King King King King King King Truck Drivers Truck Drivers Drillers & I WA-Joint Council 28) Dump Truck ft Trailer Dump Truck (W. WA-Joint Councit 28) Other Trucks (W. WA-Joint Council 28) Transit Mixer Irrigation Pump Installer Oiler Well Driller $47.91 5D $47.07 5D $47.91 5D $23.45 $17.71 $12.97 $18.00 Page 18 of 18 3A 3A � 1 1 1 1 8L 8L https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 12/17/2012 ' � � � ' ' Benefit Code Key - Effective 08-31-2012 thru 03-02-2013 ******************************************�***************************************************************** Overtime Codes Overtime calculations aze 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. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOLJRS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES Tf� HOURLY RATE OF WAGE. � � All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. The first two (2) hours after eight (8) regular hours Monday through Friday and the frst 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. T'he 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 SAIu(u(:.y v����:� �'r� �;i`.�; �:..j uJiii� A:iCi �i�� i��i..:lS '���i�i��:u "vii JUIl(�ilj;i :iiiu �iGiiu�l'y� :i::..i:i u�. Niilu ii� u0uiiiJ �i:�: ii�uC:'y iuil' of wage. I. K. lu� N � All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. The first two (2) hours after eight (8) regular hours Monday through Friday and the 6rst ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. 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. 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. 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. 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 Benefit Code Key — Effective 08-31-2012 thru 03-03-2013 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. T. 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. 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. � V W 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. All hours worked on Sundays and holidays (except T'hanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on T'hanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. 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 (41 hours after eight (Rl reeular hours Monday through Friday and the first twelve (12) hours on 5aturday shall be paid at one and one-halt Umes the hourly rate ot 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 hoarly 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. ' , � � � � � �J ' � � ' �' � � 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 h�oliday pay. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE , PAm AT ONE AND ONE-HALF TIMES T'I-� HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. �Z� � � , � 2. C. � F. G. ' H. ' K. , � Benefit Code Key — Effective 0&31-2012 thru 03-03-2013 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. 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. All hours worked on Sunday shail be paid at two times ihe 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. 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. All hours worked on holidays shall be paid at two times the hourly rate of wage in addition to the holiday pay. 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 ali 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 ali 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 f►fth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. � Y. All hours worked on Saturdays (except for make-up days) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. � ' ' � , u L�J � 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 T`HE HOURLY RATE OF WAGE. A. W ork pertormed m excess of e�ght (2S) hours ot straight t►me per day, or ten ( lU) hours ot 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. B. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. 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. 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 normai shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. AII 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� 3. D. E. 4. Benefit Code Key — Effective 08-31-2012 t6ru 03-03-2013 All hours worked between 6:00 pm Monday through 6:00 am Saturday, shall be paid at an overtime rate of 15% over the hourly rate of wage. All other hours worked after 6:00 am on Saturdays, sha(t 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. 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. L L_ � � , 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. � 5. A. B. C. D. H. I. J. K. L. N. P. R. 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. 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 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. Holidav Codes Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). 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). Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, .4n�1 Chri�+m�s (fi). Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day �6)• Holidays: New Year's Day, Memorial Day, Independence Day, T'hanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, T'hanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, T'hanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (8). Hotidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, T'he Friday After T'hanksgiving Day, And Christmas Day (9). Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After T'hanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Paid Holidays: New Year's Day, Memorial Day, Independe�ice Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2). �4� ' , � � �II ' �� ' , ' ' ' , C ' ' . 5. ' ' 1 6. ' ' � ' ' , , ' ' 7. i Benefit Code Key — EffecNve 0&31-2012 thru 03-03-2013 S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day ('1). 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). Holidav Codes Continued 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. G. H. I. Q• T. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, Christmas Day, And A Half-Day On Christmas Eve Day. (9 1/2). 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 T'hanksgiving Day, Christmas Day, And Christmas Eve Day (11). 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). Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After T'hanksgiving Day, And Christmas Day (7). Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, The Day After Thanksgiving Day And Christmas Day (8). Unpaid Holiday; Presidents' Day. 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). Holidays� ?�Te��� Year's Da��, Memnri�l ?1a1�, inderen�lencP T�ay, T.abor 1)�y. Thanksgiving Da}�, Friday �+fter Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. Holidav Codes Continued A. F-Iolidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, T'he 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, T'hanksgiving 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 falis 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 hQliday on the preceding Friday. �5� Benefit Code Key — EffecNve 0&31-2012 thru 03-03-2013 D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, T'hanksgiving Day, the Friday after T'hanksgiving 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. ' ' LJ ' F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after , Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falis on a Saturday shall be observed as a holiday on the preceding Friday. 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. 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 foliowing Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. � ' ' , L_J 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 Christmac Dav (7). Any holidav which falls on a Sunday shall be observed as a holiday on the tollowmg Monday. Any holiday wh�ch talls on a Saturday shall be observed as a holiday on the precedmg Friday. M. Paid Holidays: New Yeaz'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. L__I ' I� 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. O. Paid Holidays: New Year's Day, The Day After Or Before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, T'hanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, The Day After Or Before Christmas Day, And The Employees Birthday. 11). 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. ' ' 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. �g� LJ ' , ��J '� ' C � Benefit Code Key — Effective 08-31-2012 thru 03-03-2013 Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, 'Tl�anksgiving 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 T'hanksgiving Day, Christmas Day, and the day aRer 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. Note Codes A. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifly feet or more: Over 50' To 100' -$2.00 per Foot for Each Foot Over 50 Feet Over 100' To 150' -$3.00 per Foot for Each Foot Over 100 Feet Over 150' To 220' -$4.00 per Foot for Each Foot Over 150 Feet Over 220' -$5.00 per Foot for Each Foot Over 220 Feet , C. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50' To 100' -$1.00 per Foot for Each Foot Over 50 Feet ' Over 100' To 150' -$1.50 per Foot for Each Foot Over 100 Feet Over 150' To 200' -$2.00 per Foot for Each Foot Over 150 Feet Over 200' - Divers May Name Their Own Price ' , , ' ' ' ' D. L. M. N. P. Q• Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Workers on hazmat projects receive additional hourly premiums as follows - Level A: $0.75, Level B: $0.50, And Level C: $0.25. Workers on hazmat projects receive additional hourly premiums as follows: Levels A& B: $1.00, Levels C& D: $0.50. Workers on hazmat projects receive additional hourly premiums as follows - Level A: $1.00, Level B: $0.75, Level C: $(1.50, .�nd I_e��el !�� ��.^S 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. 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 contro( 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 ldaho. 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 C,ontrol 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 ldaho. This classification is only effective on or after August 31, 2012. ' ' ��� Benefit Code Key — Effective OS-31-2012 thru 03-03-2013 ' 8. 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 ldaho. This classification is only effective on or after August 31, 2012. �� , ' ' ' C� ' , � � � i L_ , ' II�� �g� ' � ' i ( i ESCROW AGREEMENT $scrow Account No. `7 b O �`7 '�l3 /3 3 �en�y City of Federal Way and ProjectNo. RFB No. 13-102 The Undersigned, Tucci and Sons, Inc , hereinaft�er referrad to as the Co�rtractor, has d�� City of Federal Way �ana� hereinafter referred to as the Agency, to delivar ta you i� warrants or checks which shall be payable to you and the Cantractor joint�y. Such warrants or checks are to be held and disposed of by you in accor�nce with fhe follot�ving instrncrions and upon the terms and conditions hereinafter set forth. INSTRUCTI�NS 1, W�rrants or checks made payable to you and the Contractor jointly upon delivery to you shall be endorsed by you and forwarded for collection. The monies will then be used by you to purchase, as directed by the Contractor, bonds or other securities chosen by the Contractor and approved by the Agency. Attached is a list of such bonds or other securities acceptable by the Agency. Other bonds or secnrit3es, excapt stocks, may be selacted by the Contraotor, subject to express written approval of the Agency. Pur�hase of such bonds or other securities shall be in a farm which shall allow you alone to reconvert such bonds or other securities into mouey if you are required to do as provided in Paragraph 4 af this Sscrow Agreemen�. 2. When, and as interest on the securities held by you, pursuant to this agraement accrues and is paid, you shall coilect such interast and forward it to the Contractor at ifs address designated below, unless otherwtse directed by the Contractor. 3. You are not authorized to deliver to the Contractor all, or a� part oP the securities held by you, pursuant to this agreement (or any monies derived from the ssle of such securities). Cotnpliance with such inslructions ahall relieve you o� fln�! �urther tiahility related f.�er.eto.. The .estimated .cotnpletion .date on the conhact underlying this Escrow Agreement is Tuly 2013 , subject to change as provided for by contract provisions. 4. In the event the Cont�•actor orders you to do so in writing, you shall, within thir[y-Sve (35) days of receipt of such ordar, reconvert into money the securities held by you, pursuant to this agreement, and return such money, together with any other monies held by you hereunder, to the Agency at the address shown. 5. The Conixactor agreas to pay you as compensatton for the services hereunder as follows: Fees: Not Appiicable Payment of all fees shall l� the sole responsibility of the Contractor and shall not be deducted from any propariy placed with you, pursuant to this Agreement until and unless the Agency directs the release to the Contractor of the securities and monies heid hereunder whereupon yau shall be gant�ed a first lien upon such property .released and shall be entitled to reimburse yourself from such property for the entire amount of your fee, as provided for herein above. In the event that you sre made a party to any litigation with respect to the property held by you hereunder, or in the event that the conditions of this Escrow are not promptly fulflled, or that you are required to render any service not providad for in these insiructions, or ihat there is any assignment of the interest of this Escrow or any modification hereof, you shall be entitled to reasonable compensation for such extraordinary services fi•om the Contractor and reimbursemeirt from the Contractor for aIl cost and expenses, including attorney fees occasioned by such default, delay, co�roversy oc litigation, 6. This agreement shall not 6e 6inding untll executed by the Contractor and the Agency and accepted by you. 7. This inshvment contains the entire agreement between you, the Contractor and the Agency with respect to this Escrow and you are not a party to, nor bound by any instrument or agreement other than this; you shali not be required to take notice of any default or any other matter, nor be bound by, nor required to give notice ar demand, nor required to take any action whatever except as herein expressly provided; you shall not be liable for auy loss or damage not caused by yoar own negligenca or willfu] misconduct. 8. The foregoing provisions shall be binding upon the assigns, successors, personal representatives and heirs of the parties hereto, TZ� UNDERSIQNBD hava read and hereby approve the instructions as given above govrrnind the administration of the Escrow and do hereby execute this agreement on this �_day of ' Yl' � � 20�. Tucci a d o s, Inc. ntra tor By: Title: Michael F. Tucci, President 4224 Waller Road Tacoma, WA 98443 City of Federal Way _ Ag�cy - - - --- By: Title: �'�'+� i�1� fs �,/L� Gi L�1.�7'� Address• 3:�3a5 ��`, �e� S Fe cle�t �� tiv�.e�, W�. S o a3 The above Escrow instrucrions received and accepted this �day of ,�'� � , 20�. �� �N �., �• � K�.J�-�-.� �L I 30 1�� �' S-i; YYt_`� ��Loa 1 e—c orn� �OL Ci °ci�`lv?i l By: , � � ; � � rF �� �. Authorized Signature � rrr, �_5 j2�1. � � �� r