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AG 14-098 RETURN TO: (54/� a Tn/a X EXT: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS/ Sireetis 2. ORIGINATING STAFF PERSON: C ht1 EXT: X 2:12-3 3. DATE REQ.BY: 31€J I C, 4. TYPE OF DOCUMENT(CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT(E.G.,RFB,RFP,RFQ) ❑ 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#): ky'OGS ❑ INTERLOCAL ❑ OTHER Q 1 Lfl Order ,/*�z 5. PROJECT NAME:�(At)H5e 0.caOWeO1tt5 Pecie"tYlan C(�Y�rwctidn /J1� 6. NAME OF CONTRACTOR: RCO,d COr1 r1..tC*'tp h 1\10%/4-1-1 u)e..'St ADDRESS:O'C c t? gerrtnh, w P1 98r)51 TELEPHONE: E-MAIL: � FAX: �Q, SIGNATURE NAME: t'�+ KQr ��i1tr TITLE: Vrc.s1CI~2.1-1 7. EXHIBITS AND ATTACHMENTS:❑ SCOPE,WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE# BL,EXP. 12/31/ UBI# ,EXP. / / / 8. TERM: COMMENCEMENT DATE: COMPLETION DATE: G�ZPL/�I 9. TOTAL COMPENSATION:$ "br(ogj(`p.00 (no Cos r,110416 l►NCLUD EXPENSES AND SALES TAX,IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑YES ❑NO IF YES,MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑YES ❑NO IF YES,$ PAID BY: ❑CONTRACTOR ❑CITY ❑ PURCHASING: PLEASE CHARGE To: 3O&2 - 41-1-CD- f-[ D -. 61C-3D-405-0 10. DOCUMENT/CONTRACT REVIEW INITIAL/DATE REVIEWED INITIAL/DATE APPROVED PROJECT MANAGER ail♦ •\' Dif DIVISION MANAGER (+n ) I r DEPUTY DIRECTOR DIRECTOR ter ` ❑ RISK MANAGEMENT (IF APPLICABLE) 9-gQ l'>�L.AW DEPT S/7//f COUNCIL APPROVAL(IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: 5/i Q� 5(15 DATE REC'D: Si/8 /5 ❑ ATTACH: SIGNATURE AUTHORITY,INSURANCE CERTIFICATE,LICENSES,EXHIBITS INITIAL/DATE SIGNED ❑ LAW DEPT ❑ CHIEF OF STAFF IIr� pg_SIGNATORY .BR DIRECTOR) inicwr 1..L' m CITY CLERK ASSIGNED AG# AG# v MEOW SIGNED COPY RETURNED DATE SENT: 0 v *._ETURN ONE ORIGINAL S' �� COMMENTS), EXECUTE I3RIGINALS Checx Chrr iine, prInr -10 endirn c'.c c-I'0. -r-or 51 r v +Wre 1�dd 41.'} 41/4,f, i v^^ v NI^Af� 1 i U t )0_4 ot 2 S7 1 1-`0? t, / i . 1/15 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG#: 14-098 2 Q1!' i$ 1)0 15 PROJECT NUMBER CHANGE ORDER E..EFECTIVE DATE NUMBER Federal Way High &Sacajawea Middle Road Construction School Pedestrian Connection Safe Northwest, Inc. Routes to School PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: This Change Order No. 2 covers the work changes summarized below: 1. DBE Condition of Award (COA) Modification This change order documents a change to the DBE COA amounts for the project. There were two subcontractors (AAA Contractors, Inc. & SK Landscape, LLC) that completed less work than identified in their respective COA's. Both of these reductions were due to quantity underruns as detailed on the attached pages. Another subcontractor (Silver Streak, Inc.) exceeded their COA amount. Overall, the DBE goal established at the beginning of the project has been met, as summarized in the following table: Original Proposed Name of DBE Amount Amount Certificate Number Project Role Description of Work Applied to be Applied Towards Towards Goal 5K Landscape, LLC. Subcontractor Landscape Services $20,313.00 $18,670.36 D2F0019986 Installation, Irrigation AAA Contractors, Inc. Subcontractor Retaining Wall $9,800.00 $4,260.00 D4m0021009 G &G, Inc. Subcontractor Electrical $53,000.00 $53,000.00 D2F5010391 Silver Streak, Inc. Subcontractor Trucking Import, Export $11,000.00 $18,182.64 DW2F218670 and Disposal DBE Total $94,113.00 $94,113.00 Changes to the Bid Schedule—FWHS &Sacajawea MS Pedestrian Connection SRTS 1. There are no changes to the existing bid items. The total change amount is an increase of$0.00. The time provided for completion in the Contract is ® Unchanged ❑ Increased by number (#) Working Day ❑ 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? ❑ Yes No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No Change Order No.2 continued 2 of 2 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 standard specifications, the contract plans, and the special provisions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT $ 593,686.00 PREVIOUS CHANGE ORDERS $ 0.00 THIS CHANGE ORDER $ 0.00 NEW CONTRACT AMOUNT $ 593,686.00 _ A.A. ROAD CO • • 0„ NORTHWEST JEFFREYJ<A0 ' R, PRESIDENT 44 i►�.t. -- • /OM/,-- CITY s FEDERAL WAY DATE MARW, SALLOUM, P.E., PUBLIC WORKS DIRECTOR I f I I icy s/!l►'/i 5 Road Construction Northwest, Inc. PO Box 188 Renton, Washington 98057 (425)254-9999 (425)254-1334 fax March 20,2015 To: The City of Federal Way 33325 8th Ave.South Federal Way,WA 98003 Attn: Mr.Marwan Salloum Ms.Christine Mullen RE: Federal Way HS&Sacajawea MS—Pedestrian Connection Safe Routes to School Project No.: AG#14-098 RCNW Project Number: 1402 SUBJ: Change Order Request to DBE Condition of Award AAA Contractors,Inc. Dear Marwan&Christine, RCNW has exceeded DBE goals for Federal Way HS&Sacajawea MS Pedestrian Connection Safe Routes to School project.While the total DBE goals for this project did far and away exceed requirements for this project AAA Contractors,Inc. DBE participation fell short of the Condition of Award.RCNW has put forth our best Good Faith Effort to reach the COA for AAA Contractors,Inc. Unfortunately we were unable to reach the COA for this subcontractor due to underruns in estimated quantities. Per WSDOT Construction Manual Section 1-2.7F—Changes to the Condition of Award • The COA work accomplished under runs the original planed quantity RCNW is requesting a deduction to the COA for AAA Contractors,Inc.from$9,800.00 to$4,260.00 for bid quantity underruns on this project. The bid items that fell below planned quantities are as follows: Bid Unit Bid Bid Actual Actual Bid Item Price Quantity Quantity (S/SF)* (SF) Total($) (SF) Total($) #25 Structural Earth Wall $20.00 400 $8,000.00 184.9 $3,698.00 #26 Modular Block Wall $20.00 90 $1,800.00 28.1 $562.00 $9,800.00 $4,260.00 *Note: $20.00 is the cost breakdown for AAA's bid price per the COA DBE documentation. Actual bid price that includes RCNW's markup is$20.80. The reduction in Structural Earth Wall quantities appears to be due to a miscalculation of plan quantity by the consulting engineer during the preparation of the bid documents. The reduction in Modular Block Wall quantities is due to the deletion of Wall#2,as shown on the project engineering drawings. The disturbed earth in this area was graded to meet acceptable slopes and the need for a retaining wall around the fire hydrant was eliminated. Original DBE COA Amount $9,800.00 Reduction to DBE COA Amount -$5,540.00 Proposed Revised DBE Amount $4,260.00 RCNW's DBE goal is well above requirements for this project and this no cost Change Order Request will not effect that fact. Should you have any questions or concerns,please contact me at(425)254-9999 x-26. Sincerely. Ken Joyce,Project Manager RCNW CHANGE ORDER REQUEST PROJECT: CHANGE ORDER NUMBER: OWNER:E City of Federal Way DATE: March 20,2015 Federal Way High&Sacajawea Middle School ARCHITECT; 7 Pedestrian Connection Safe Routes to School Project:AG#: 14-098 CONTRACTOR. 1113 FIELD: 7 SUBCONTRACTOR PROJECT NUMBER CONTRACT DATE °; OTHER: n AAA Contractors,Inc CONTRACT FOR P0 Box 3130 Kent WA 98089 THE CONTRACT CHANGE REQUEST IS AS FOLLOWS " a le.:,,..!■,-;^ ' - 3;:p $4...,t3t.t t Bid Unit Unit Bid Actual Bid Total - Actual 1Bid Item Price Quantity Quantity (S) Total(5) (S/SF)' (SF) #25 Structural Earth Wall $2000 400 $e #26Mod afar Block Wal 520.00 90 3.ii Ci j - I Co 39 3t,ile,t,t 1)(; *Note F.; s cost ereakai,v,a for AAA s bid price per the CC,A OFIF cl-Jt-tirt"ent3:io Act.a ot,t pii:e that tocihaes RCNW's markup is$20 80 TOe iio Ett3I- Attl,.t,nt NO VALID UNTIL SIGNED BY THE SUBCONTRACTOR AND GENERAL CONTRACTOR SOBCONTRACTOR ;Arm Name rtft Ntf Rt."4 ",rir4-4AC,-)17 , t Road Construction Northwest, Inc. May 5,2014 s E COP Yrtakri 0 GO n City of Federal Way Public Works Department 33325 Eight Avenue South Federal Way,WA 98003 ATTN: Christine J.Mullen,P.E. RE: Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Federal Aid No.SRTS-0443(006),RFB# 14-104 SUBJECT: DBE Information Ms. Mullen, Please find below the list of DBE Subcontractors we plan to use on the Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Project. AAA Contractor, ]nc P.O. Box 3130 Kent, WA 98089 Certificate No.: DBE#D4M0021009&SCE#1149 Phone: (253)839-1534 Fax:(253)839-8936 Bid Item: (25) Structural Farth Wall,400 SF(i S20 SF Bid Item: (2b) Modular Block Wall.90 SF (ce, $E;20 SF Total Dollar Amount Towards DBE Goal: $9,800 G&6, Inc. 18044 SE 224th Street Kent, WA 98042 Certificate No.: WMBE%DBE#D2F5010391 Phone: (425)432-1325 Fax: (425)432-8155 Bid Item: (69) BRED Sign Assembly Complete, 1 LS (ll? $23,000 Bid kern: (70) Illumination System, I LS (a $30,000 Total Dollar Amount Towards DBE Goal: $53,000 Seattle:2500 East Valley Road,C-3,Renton, WA 98057 phone 425-254-9999 tax 425-254-1334 CHANGE ORDER REQUEST PROJECT: CHANGE ORDER NO.: 2 OWNER: 1 City of Federal Way FWHS/Sacajawea MS SRTS DATE: April 15,2015 ARCHITECT: ❑ Project:AG#14-098 PROJECT NO.: RCNW#1402 CONTRACTOR: PKI SUBCONTRACTOR: O e C SK Landscape CONTRACT DATE: June 6,2014 FIELD: CONTRACT FOR: Pedestrian Safe Routes OTHER: H THE CONTRACT CHANGE REQUEST IS AS FOLLOWS: RCNW is requesting a deduction to the DBE COA for SK Landscape, LLC from $20,313.00 to $18,670.36 for bid quantity underruns on this project. Bid Unit Bid Bid Total Actual Actual Bid Item Price* Quantity ($) Quantity Total$ _ #6 Mobilization $750 1 LS $750.00 1 LS $750.00 #41 Topsoil Type A $55/CY 65 CY $3,575.00 77.2 CY $4,246.00 #42 Bark or Wood Chip Mulch $66/CY 15 CY $990.00 15 CY $990.00 #43 Seeded Lawn $3.60/SY 200 SY $720.00 241 SY $867.60 #44 Property Restoration $5,000 1 EST $5,000.00 .507752 $2,538.76 #45 PSIPE'Redspire' $254/EA 7 EA $1,778.00 7 EA $1,778.00 #46 Automatic Irrigation System $7,500 1 LS $7,500.00 1 EA $7,500.00 $20,313.00 $18,670.36 Note: These are the cost breakdowns for SK Landscape, LLC's bid price per the COA DBE documentation. Actual bid prices that include RCNW's markup are different. Bid Item #44, Property Restoration is a force account bid item and the$5,000 was an estimated payment amount. Only$2,538.76 of work was completed for this bid item. This change order requests a reduction to the COA amount for the landscaper, primarily due to the fact that the project ect was completed without requiring use of entire force accou nt amount. This reduction is offset by minor overruns to the seeded lawn and topsoil amounts. Original DBE COA Amount $20,313.00 Reduction to DBE COA Amount ($ 1,642.64) Proposed Revised DBE Amount $18,670.36 NOT VALID UNTIL SIGNED BY THE SUBCONTRACTOR AND GENERAL CONTRACTOR SK Landscape, LLC Road Construction Northwest, Inc. SUBCONTRACTOR(Firm Name) GENERAL CONTRACTOR(Firm Name) PO Box 44624 2500 East Valley Road, Suite C-3 Tacoma.WA 98448 Renton,WA 98057 AD ESS ADDRESS �tp; !' 449 "y BY(Signature) f BY(Sigh ure) ' -/4- °'r' `( Jeff Kanyer, President (Typed Name) (Typed Name) (57/(.51/c...1-.1- 6— DATE DATE 2 Silver Streak, Inc. 23700 SE 264th Street Maple Valley, WA 98038 Certification No.:DBE/WBE#DW2F218670&SCS#916 Phone: (425)432-5000 Fax:(425)432-5515 Bid Item: (15)Gravel Borrow Incl.Haul,550 TON @$10.95/TON Bid Item:(16)Gravel Borrow for Trench Backfill Incl. Haul, 150 TON @$10.95/TON Bid Item: (20)Crushed Surfacing Top Course,630 TON @$13.75 Bid Item: (21)Gravel Backfill for Drain @$13.55/TON Total Dollar Amount Towards DBE Goal:$11,000 'DSE Copt C©5M" bk-e-ak-d04 TSK Landscape LLC To. Box 44624 Tacoma,WA 98448 Certificate No.: WBE/DBE#D2F9319986 Phone:(253)722-5833 Fax:(253)722-5835 Bid Item:(6)Mobilization, 1 LS @$750 Bid Item:(41)Topsoil Type A,65 CY(a),$55/CY Bid Item: (42)Bark or Wood Chip Mulch, 15 CY @$66/CY Bid Item: (43)Seeded Lawn,200 SY @$3.60/SY Bid Item: (44)Property Restoration, 1 EST 0$5,000 Bid Item:(45)PSIPE Pyrus Calleryana `Redspire'/Redspire Flowering Pear,2"Cal., 10' — 12' Ht. 7 EA @$254/EA Bid Item:(46) Automatic Irrigation System Complete, 1 LS @$7,500 Total Dollar Amount Towards DBE Goal: $20,313 Sincerely, Deidre Adriano Road Construction Northwest, Inc. Seattle: 2500 East Valley Road,C-3,Renton,WA 98057 phone 425-254-9999 fax 425-271-1747 Phoenix: 3989 E. Hummingbird Lane,Phoenix.AZ 85050 phone 480-388-4032 New Mexico:4920 S.Sol,Los Alamos,NM 87544 C M O O t0 O NN 1 QO 00 .M-I d C 10 N o ai a N V1- 411. i/j. th O Q o O a 4. GT CD C.7 CY ID O 0 pO O O 3 eo a4 O O O en O 0 en 00 O O r-+ E I— in ri rn Q = N 'm Is. O O 0 4 0 P. W n I- 0 W IZ CO W 0 N 0 a-, z ro To N ` L O 0. z o 0 z o 0 c u 03 4 O^ 2 X O N H N W 0 Z r a o a) 2 o c 0 o m - o 0 '++ 0. m co = U G V oo O N 'a .tC u U Or d C y GJ i c 00 0 _i to 0= W H f4. . . O O O O N CC i CO CO i Q +r C C C C in R t 0 0 0 0 d 'Q^ a cn N N Vf 4. o W Y z QQ h = in 3 Co p W�ja000 ai V W 7 M £ J O c OQ 3 i a o w 000 10 IL v°Ci V t i (Ni VIi E � O EosLL jN IV vv he 0 000 inn RETURN TO: EXT: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS eLV�J 2. ORIGINATING STAFF PERSON: e h�S -hry 1 � \ I `1cn EXT: Y- 2-1 2-7-�) 3. DATE REQ. BY: 7 - 3 i - 14 4. TYPE OF DOCUMENT (CHECK ONE: ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT ❑ ❑ PROFESSIONAL SERVICE AGREEMENT ❑ • GOODS AND SERVICE AGREEMENT ❑ • REAL ESTATE DOCUMENT ❑ ❑ ORDINANCE ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT MAINTENANCE AGREEMENT HUMAN SERVICES / CDBG SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) RESOLUTION ❑ CONTRACT AMENDMENT (AG #): ❑ INTERLOCAL XOTHER �',b aP. or' -Aei- u( ��'�-1 �L4 -098-) J 5. PROJECT NAME: eyy ('(5 E' SacU �(�yjeQ M'-S Fe&,strjc, Jn C On net 'i un S Iz T�s 6. NAME OF CONTRACTOR ADDRESS: FO 'E-50y- SIGNATURE N 11 5 -1 J-t � J - TELEPHONE: C�FZi?r'�I'Ggq� FAX: TITLE: ►�r�`��c��n� 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE # %4 - 10a,IA4 000 00 BL, EXP. 12/31/It UBI # 402 -23(i 010 , EXP. 4 /X/-k:F S. TERM: COMMENCEMENT DATE: COMPLETION DATE: a I3I l I4 +h( S i�2) a. no - c_O t) 9. TOTAL COMPENSATION: $ jq?!, (y(aI9. 00 0I-a w= C rcl2 -ice (INCLUDE EXPENSES AND SALES TAX, IF ANY (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHED ES OF EMPLOYEES TITLES AND HOLIDAY RATES REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ❑ NO IF YES, ❑ PURCHASING: PLEASE CHARGE TO: 10. DOCUMENT /CONTRACT REVIEW ❑ PROJECT MANAGER • DIVISION MANAGER • DEPUTY DIRECTOR • DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) ❑ LAW DEPT 11. COUNCIL APPROVAL (IF APPLICABLE) 12. CONT CT SIGNATURE ROUTING erl SENT TO VENDOR/CONTRACTOR ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE ❑ LAW DEPT ❑ CHIEF OF STAFF 4 SIGNATORY (MAYOR O DIRECTOR G/CITY CLERK - a( ASSIGNED AG # Ce'SIGNED COPY RETURNED 13 RETURN ONE ORIGINAL COMMENTS: EXECUTE" I "ORIGINALS INITIAL / DATE REVIEWED APPROVAL DATE: DATE SENT: , / 1 � / 14 'IFICATE, LICENSES, EXHIBITS INITIAL/ DATE SIGNED PAID BY: ❑ CONTRACTOR ❑ CITY INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: DATE REC' D: 11/9 AG #: 14 -098 PROJECT NUMBER CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 1 CHANGE ORDER NUMBER Federal Way High & Sacajawea Middle School Pedestrian Connection Safe Routes to School PRO] ECT TITLE SUMMARY OF PROPOSED CHANGES: This Change Order No. 1 covers the work changes summarized below: 1. TOPSOIL EFFECTIVE DATE Road Construction Northwest, Inc. CONTRACTOR This change order documents a change to the material requirements for the project. Section 9- 14.1(1) specifies the requirements for the Topsoil Type A (Bid Item No. 41). The landscaping sub - contractor for the project has indicated that it was their expert opinion that the originally specified Topsoil Type A would not promote healthy plant growth as indicated in the following statement: "The project specification for Topsoil Type A has a sieve requirement that we, and our suppliers (SK Landscape, LLC, Walrath Trucking, Inc., and Cedar Grove Composting) feel will not promote healthy plant growth. The gradation that is called for is more of a sand based soil and less of a nutrient based soil, additionally, none of the regional soil suppliers produce a `Topsoil" that meets this graduation and is "rich in nutrients ; achieving this gradation requirement will void the Topsoil Type A of most of its rich nutrients and cause the soil to retain virtually no moisture. " An alternative topsoil material has been proposed & reviewed by the City. The City finds that the alternative topsoil will be a more appropriate Topsoil Type A for use on the project. The topsoil requirements are hereby modified as follows: Changes to the Bid Schedule - FWHS & Sacajawea MS Pedestrian Connection SRTS 1. There are no changes to the existing bid items. The total change amount is an increase of $0.00. SIZE 3/8" No. 20 No. 60 No. 200 No. 270 ORIGINAL PERCENT 100% 77% -100% 0% - 23% -- 0%-10% TOPSOIL PASSING TYPE A NEW PERCENT 100% 65% - 85% 20% - 40% 10% - 20% 0%-15% TOPSOIL PASSING TYPE A Changes to the Bid Schedule - FWHS & Sacajawea MS Pedestrian Connection SRTS 1. There are no changes to the existing bid items. The total change amount is an increase of $0.00. Change Order No.1 continued 2 of 2 The time provided for completion in the Contract is ® Unchanged ❑ Increased by one (1) Working Day ❑ Decreased. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ® No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT `$Y M. Kanyer President -7//9,//4- TORE pq MARW N SALLOUM, P.E. PUBLIC WORKS DIRECTOR $ 593,686.00 $ 0.00 $ 0.00 $ 593,686.00 RETURN TO: ASS 1 C 0�_ EXT: 0-10 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/Div: PUBLIC WORKS/ C Te(!V S 2. ORIGINATING STAFF PERSON: C Tln!S5b le EXT: 3. DATE REQ. BY: 4. TYPE OF DOCUMENT (CHECK ONE: ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) YJPUBLIC 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 #): ❑ INTERLOCAL ❑ OTHER 1,2 F(1) - } 4- \ of 5. PROJECTNAME: VeC }eCak \ iigh Sl' '(r �wev. 1�� r� 1�E Yi1+\ <1 c can h �n SaFc f2aites 11j`C1,��� 6. NAME OF CONTRACTOR: ADDRESS: P l`. 13 tX7S l2ew� \0Z ��f {� -, ��C ^51 TELEPHONE:(485)a5'A- --9990 �5S E -MAIL: FAX: SIGNATURENAME: -tEit TITLE: Vice- 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE # BL, EXP. 12/31/ UBI # 'CO-Q Q? Cc l ?Ip , EXP. q /60/ 15 8. TERM: COMMENCEMENT DATE: t_��22rl (''),L cots X ' COMPLETION DATE: f-�UgU -- 9. TOTAL COMPENSATION: $ ,,g -;j, (p bIc . oo (INCLUDE EXPENSES AND SALES TAX, IF ANY (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES REIMBURSABLE EXPENSE: ❑ YES NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES L NO IF YES, $ PAID BY. ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: ��Ole •4`tOl3 -139 `J95. 30 ID ��C' 10. DOCUMENT/ CONTRACT REVIEW INITIAL/ DATE REVIEWED INITIAL/ DATE APPROVED ❑ PROJECT MANAGER ❑ DIVISION MANAGER ❑ DEPUTY DIRECTOR • DIRECTOR • RISK MANAGEMENT (IF APPLICABLE) • LAW DEPT 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 5 -oO 12. CONTRACT SIGNATURE ROUTING i ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: DATE REC'D: 2 1 ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS -)6 LAW DEPT V- g CHIEF OF STAFF SIGNATORY (MAYOR OR DIRECTOR 1- CITY CLERK ASSIGNED AG # AG# L 9i SIGNED COPY RETURNED DATE SENT: (RETURN OiNE ORIGINAL COMMENTS:'^ 11/9 Corporations: Registration Detail Page 1 of 2 Corporations Division - Registration Data Search ROAD CONSTRUCTION NORTHWEST, INC. Purchase Documents for this Corporation » (Orderpocs.aspx ?ubi= 602286010) UBI Number 602286010 Category REG Profit /Nonprofit Profit Active /Inactive Active State Of WA Incorporation WA Filing Date 04/07/2003 Expiration Date 04/30/2015 Inactive Date Duration Perpetual Registered Agent Information . Agent Name INCORP SERVICES INC Address 4816 AURORA AVE N City SEATTLE State WA ZIP 98103 Special Address Information http://www.sos.wa.gov/corps/search—detail.aspx?ubi=602286010 6/3/2014 Corporations: Registration Detail Page 2 of 2 Address City State Zip Governing Persons Title Name Address President,Treasurer,Chairman KANYER , PO BOX 188 JEFFREY RENTON , WA 980570188 M Vice President,Secretary KENNEY, 1218 146TH AVE SE PETER J BELLEVUE , WA 980075651 Director LEPPA , 808 S 31 ST ST RODNEY RENTON , WA 980555043 Purchase Documents for this Corporation » (Orderpocs aspx?ubi= 602286010) Washington Secretary of State Corporations Division 801 Capitol Way South PO Box 40234 Olympia, WA 98504 -0234 (360) 725 -0377 http: / /www.sos.wa.gov/ corps /search_ detail. aspx ?ubi= 602286010 6/3/2014 ORIGINAL CONTRACT CITY CLERK COPY OF CITY ederal Way BID AND CONTRACT DOCUMENTSAND SPECIFICATIONS FOR Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Bid Document Federal Aid No, SR TS- 0443(006) RFB # 14 -104 City of Federal Way Public Works Department 33325 Eighth A venue South Federal Way, WA 98003 March 2014 �P P. FR4 11�-1 ok wASh L �t I I J i � I l I I 11 FEDERAL WAY HIGH & SACAJAWEA MIDDLE SCHOOL PEDESTRIAN CONNECTION SAFE ROUTES TO SCHOOL RFB 14 -104 Addendum No. 1 April 16, 2014 ATTENTION: All Bidders and Planholders You are hereby notified that in Addendum No. 1, the Plans and/or Bid and Contract Documents and Specifications for `Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School' are amended as follows: A. SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS 1) Delete August 5, 2013 WSDOT GSP included in Section 1 -03.4 Contract Bond. B. REQUEST FOR BIDS 1) The eighth paragraph on page 1 shall be deleted and replaced with the following: The Contractor shall complete all work within 60 working days. All work (except as specified below) must occur from June 1, 2014 through August 31, 2014 while school is out for summer break. Work shall not occur within 150 feet in any direction from the intersection of S308th Street and 14`h Avenue S until after June 18, 2014 without prior, written permission from the City. It is understood the illumination poles may have a longer procurement timeframe & be deemed a critical material. A procurement suspension may be issued by the City and the installation of said poles may occur after August 31, 2014 in accordance with Section 1 -08.6 Suspension of Work. All other items of work shall be completed by August 31, 2014. 2) The 6th paragraph on Page 2 shall be deleted and replaced with the following: 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 within 60 working days. All work (except as specified below) must occur from June 1, 2014 through August 31, 2014 while school is out for summer break. Work shall not occur within 150 feet in any direction from the intersection of S308th Street and 10, Avenue S until after June 18, 2014 without prior, written permission from the City. It is understood the illumination poles may have a longer procurement timeframe & be deemed a critical material. A procurement suspension may be issued by the City and the installation of said poles may occur after August 31, 2014 in accordance with Section 1 -08.6 Suspension of Work. All other items of work shall be completed by August 31, 2014. C. PUBLIC WORKS CONTRACT (ATTACHMENT K) 1) Section 1.2 shall be deleted and replaced with the following: Completion Date. The work shall be commenced within ten (10) days of receipt by the Contractor of the City's Notice to Proceed. The Work shall be completed within 60 working days. The Work (except as specified below) shall be completed between June 1, 2014 and August 31, 2014. No work shall occur between June 1, 2014 and June 18, 2014 within 150 feet of the intersection of S308th Street and 14`h Avenue S without prior, written permission from the City. It is understood the illumination poles may have a longer procurement timeframe & be deemed a critical material. A procurement suspension may be issued by the City and the installation of said poles may occur after August 31, 2014 in accordance with Section 1 -08.6 Suspension of Work. All other items of work shall be completed by August 31, 2014. In the event the Work is not substantially completed within 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 ". 2) Section 2 shall be deleted and replaced with the following: TERM This Contract shall commence on the effective date of this Contract and continue until the completion of the Work, which shall be no more than 60 working days to complete as further detailed in Section 1.2, and the expiration of all warranties contained in the Contract Documents ( "Term "). D. SPECIAL PROVISIONS 1) Section 1 -02.12 Public Opening of Proposal — Date of Opening Bids The last paragraph shall be deleted and replaced with the following: The bid opening date for this project is Thursday, April 24, 2014. Bids received will be publicly opened and read after 10:10 A.M. on this date. 2) Section 1 -08.5 Time for Completion The March 13, 1995 WSDOT GSP shall be deleted and replaced with the following: This project shall be physically complete within 60 working days as detailed in the Public Works Contract Section 1.2, Completion Date. E. BID OPENING 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 ahn'5',k, z —I Christine J. Mullen, PE Street Systems Project Engineer k: \streets \projects \fw high and sacajawea middle school ped connection\rtb \addendums \fwhs srts - addendum #l.doc J FEDERAL WAY HIGH & SACAJAWEA MIDDLE SCHOOL PEDESTRIAN CONNECTION SAFE ROUTES TO SCHOOL RFB 14 -104 ' Addendum No. 2 April 22, 2014 ATTENTION: All Bidders and Planholders You are hereby notified that in Addendum No. 2, the Plans and/or Bid and Contract Documents and Specifications for `Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School' are amended as follows: A. PUBLIC WORKS CONTRACT (ATTACHMENT K) 1) Section 9.1 (2) shall be corrected as follows: The following language shall be deleted: not less than $2,000,000...." And be replaced with the following "...not less than $5,000,000... ". 2) The following shall be added to Section 9.1, Minimum Limits: (5) Excess or Umbrella Liability coverage at limits of $2,000,000 per occurrence and annual aggregate. This excess or umbrella liability coverage shall apply, at a minimum, to both the Commercial General and Auto insurance policy coverage. This requirement may be satisfied instead through the Contractor's primary Commercial General and Automobile Liability coverage, or any combination thereof. (6) Pollution Liability insurance with combined single limits of liability not less than $1,000,000 for bodily injury, property damage, cleanup costs, remediation, and disposal or handling of pollutants. (7) Professional Liability insurance covering professional errors and omissions for any design- related, non - construction professional services with coverage at minimum limits of $1,000,000 per claim. B. BID OPENING 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 4; (dmil) Christine J. Mullen, PE Street Systems Project Engineer k:'.streets \projects \fw high and sacajawea middle school ped connection \rtb \addendums \fwhs sits - addendum #2.doc � I Bid Document Federa /Aid No, SRTS- 0443(006) RFS # 14 -104 Bids Accepted Until 10:00 a.m., Thursday, April 24, 2014 Bids Opened 10:10 a.m., Thursday, April 24, 2014 FM City of Federal Way City Council Chambers 33325 Eighth Avenue South Federal Way, WA 98063 -9718 Prepared By: KPG 753 9th Avenue North Seattle, WA 98109 F TABLE OF CONTENTS PAGE PUBLIC NOTICE — REQUEST FOR BIDS ......................................... ..............................1 BIDDER'S CHECKLIST ................................................................... ..............................4 SECTION 1: INSTRUCTIONS TO BIDDERS ..................................... ..............................7 SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS ............................ 15 NO BID RESPONSE FORM (Attachment A) ................................ ............................... 21 BIDFORM (Attachment B) ........................................................ ............................... 22 BIDSCHEDULE (Attachment C) ................................................. ............................... 24 BID SIGNATURE PAGE (Attachment D) ..................................... ............................... 28 BID BOND FORM (Attachment E) .............................................. ............................... 29 SUBCONTRACTOR LIST (Attachment F) .................................... ............................... 30 COMBINED AFFIDAVIT AND CERTIFICATION FORM (Attachment G) ...................... 31 CONTRACTOR'S COMPLIANCE STATEMENT (Attachment H) ..... ............................... 33 DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATE (WDSOT FORM 272 -056 EF — Attachment I) ............................. ............................... 34 DISADVANTAGED BUSINESS ENTERPRISE WRITTEN CONFIRMATION DOCUMENT (WSDOT FORM 422 -031— Attachment 3) ................................. ............................... 35 PUBLIC WORKS CONTRACT (Attachment K) ............................. ............................... 36 (with Exhibits A -E and Appendices as attached) Exhibit A Notice of Completion Exhibit B Contract Change Order Agreement Exhibit C Notice to Labor Unions of Other Employment Organizations Nondiscrimination in Employment Exhibit D Certificate(s) of Insurance Form Exhibit E Performance /Payment Bond AMENDMENTS TO THE STANDARD SPECIFICATIONS ............................ GREEN PAGES SPECIAL PROVISIONS ................................................ ............................... BLUE PAGES City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page i RFB # 14 -104 Bid Document March 2014 TABLE OF CONTENTS (Cont'd) PAGE REQUIRED CONTRACT PROVISIONS, FEDERAL AID PROJECTS ............... PINK PAGES STATE AND FEDERAL PREVAILING WAGE RATES (Appendix A) .............WHITE PAGES WSDOT STANDARD PLANS (Appendix B) ................ ............................... WHITE PAGES FEDERAL WAY STANDARD DETAILS (Appendix C) ....... ..........................WHITE PAGES CONSTRUCTION STORMWATER GENERAL PERMIT (Appendix D) ........... WHITE PAGES LAKEHAVEN UTILITY DISTRICT WATERLINE STANDARDS (Appendix E)..WHITE PAGES BORING LOGS (Appendix F) ....... ............................... ..........................WHITE PAGES City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page ii RFB # 14 -104 Bid Document March 2014 J ' CITY OF FEDERAL WAY REQUEST FOR BIDS Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School ' RFB # 14 -104 SUBMITTAL OF SEALED BIDS: Notice is hereby given that the City of Federal Way, Washington, will receive sealed bids through Thursday, April 24, 2014, until 10:00 a.m., at the Purchasing Office, City Hall, 33325 8th Avenue South, Federal Way, Washington 98003, or by US Mail at City of Federal Way, ' Purchasing Office, 33325 Eighth Avenue South, Federal Way, Washington 98063 -9718. 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 Thursday, April 24, 2014, at City Council Chambers, 33325 8th Avenue South, Federal Way, Washington, for this RFB. ' 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 shall be forfeited to the City of Federal Way. DESCRIPTION OF WORK: Improvements for Federal Way High and Sacajawea Middle School Pedestrian Connection Safe ' Routes to School include of the following: 6 ft. wide sidewalk, curb, gutter, bicycle /sharrow pavement markings, ADA improved driveway approaches and curb ramps, and planter strips, on 14th Avenue S between 312th Street and S 308th ' Street and continuing on S 308th Street from 14th Avenue S to Pacific Highway S. Installation of street lights on 308th Street from 14th Avenue S to Pacific Highway S. ' Installation of a mini - roundabout and edestrian actuated Rectangular Rapid Flashing Beacons at p 9 the intersection of 14th Avenue S and S 308th Street. ' The Contractor shall complete all work within 60 working days. All work must occur from June 1, 2014 through August 31, 2014 while school is out for summer break. ' Work shall not occur within 150 feet in any direction from the intersection of S 308th Street and 14th Avenue S until after June 18, 2014 without written permission from the City ' 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 72526. Any questions concerning the City of Federal Way RFB # 14 -104 Federal Way High and Sacajawea Bid Document ' Middle School Pedestrian Connection Safe Routes to School Page I March 2014 description of the work contained in the contract documents must be directed to Christine Mullen, P.E., Street Systems Project Engineer, by facsimile at (253) 835 -2709, or by letter addressed to Christine Mullen, P.E., Street Systems Project 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, PO Box 9718, Federal Way, WA 98063 -9718, phone (253) 835 -2526. If purchasing by mail, please indicate your request for Bidding Documents for RFB # 14 -104 Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School. Informational copies of maps, plans, and specifications are available for review at the Public Works Department, Federal Way City Hall, 333258 th 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 McGraw Hill, 200 SW Michigan St, Suite 100A, Seattle, WA 98106 McGraw -Hill Construction Plan Center, 3600 Port of Tacoma Rd. #209, Tacoma, WA 98424 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 Daily Journal of Commerce Plan Center, 921 SW Washington St, Suite 210, Portland, OR 97205 Contractor Plan Center, 14625 SE 82nd Drive, Clackamas, OR 97015 Contractor's Resource Center, 2301 So Jackson Street, Suite 101B, Seattle, WA 98144 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 within 60 working days. TITLE VI• The City of Federal Way in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 USC 2000d to 2000d -4 and Title 49, Code of Federal Regulations, 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 26 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. City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 2 RFB # 14 -104 Bid Document March 2014 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 31st of March, 2014. Dates of Publication: Daily Journal of Commerce: 4/2/14 4/11/14 Federal Way Mirror: 4/4/14 4/11/14 City of Federal Way RFB # 14 -104 Federal Way High and Sacajawea Bid Document ' Middle School Pedestrian Connection Safe Routes to School Page 3 March 2014 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. ❑ No Bid Response Form If applicable (Attachment A) The Bid Form shall be completed and fully executed, including filling in the total bid amount. ❑ Bid Form (Attachment B) The unit prices shall be set forth in the space provided. ❑ 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) The Contractor's Compliance Statement shall be filled in and fully executed by the bidder. ❑ Disadvantaged Business Enterprise Utilization Certificate (WSDOT Form 272- 056 EF — Attachment I) This form will demonstrate how you will meet the DBE Condition of Award Goal. ❑ Disadvantaged Business Enterprise Written Confirmation Document (WSDOT Form 422 -031— Attachment 3) Complete this form for every DBE listed on the DBE Utilization Certificate. The "Description of Work" and "Amount to be Applied Toward Goal" must match between the DBE Utilization Certificate and the DBE Written Confirmation Document or your bid may be rejected. ❑ Contractor's Certificate of Registration The bidder shall provide a copy of Contractor's current registration with the State of Washington. City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 4 RFB # 14 -104 Bid Document March 2014 ❑ 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 RFB # 14 -104 Federal Way High and Sacajawea Bid Document ' Middle School Pedestrian Connection Safe Routes to School Page 5 March 2014 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: ❑ Public Works Contract (Attachment 3) The successful bidder will fully execute and deliver to the City the Federal Way High School and Sacajawea Midd le Schoo/ Pedestrian Connection Safe Routes to School Public Works Contract ("Contract') from these Bid Documents. ❑ Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment (Exhibit C) 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 D) The successful bidder will provide a Certificate of Insurance evidencing the insurance requirement set forth in the Contract. ❑ Performance/ Payment Bond (Exhibit E) 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 Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 6 RFB # 14 -104 Bid Document March 2014 7 1 1 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 Thursday, April 24, 2014, to the Purchasing Office of the City of Federal Way (the "City'), located on the second floor of City Hall, 33325 Eighth Avenue S, Federal Way, Washington, 98003, or received by US Mail at City of Federal Way, Purchasing Office, 33325 Eighth Avenue South, Federal Way, Washington 98063 -9718 and will be publicly opened and read aloud in City Hall Council Chambers on Thursday, April 24, 2014, 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. 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 u n 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 Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 7 RFB # 14 -104 Bid Document March 2014 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 tax 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 City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 8 RFB # 14 -104 Bid Document March 2014 L IJ I I 1 I I error made and the intended bid price can be determined solely from the bid documents. 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. 1 -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 City; 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.B; 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. City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 9 RFB # 14 -104 Bid Document March 2014 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. 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: 1. 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 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. b. 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." c. The bidder shall have evidence that it is able to begin and complete the work, and complete it in a timely fashion. City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 10 1 0 1 0 RFB # 14 -104 ' Bid Document March 2014 , 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. ' 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. 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. I I 1 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. City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 11 RFB # 14 -104 Bid Document March 2014 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. B. AttachmentB- Bid Form. C. Attachment C- Bid Schedule. D. AttachmentD- 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. H. Attachmentl- Disadvantaged Business Enterprise Utilization Certificate. H. AttachmentJ- Disadvantaged Business Enterprise Written Confirmation Document. 1 -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 City of Federal Way RFB # 14 -104 Federal Way High and Sacajawea Bid Document Middle School Pedestrian Connection Safe Routes to School Page 12 March 2014 J 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 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 E) 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 State of Washington, published by the Office of the Insurance Commissioner. The scope of the Performance /Payment Bond (Exhibit City of Federal Way RFB # 14 -104 Federal Way High and Sacajawea Bid Document Middle School Pedestrian Connection Safe Routes to School Page 13 March 2014 E) 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 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 33325 Eighth Avenue South Federal Way, Washington 98063 -9718 Attention: Bid Protest — Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School, RFB # 14 -104 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 City Manager 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 City Manager or his or her City of Federal Way RFB # 14 -104 Federal Way High and Sacajawea Bid Document Middle School Pedestrian Connection Safe Routes to School Page 14 March 2014 ' designee. If the decision is appealed, then the subsequent determination of the City Manager or his or her designee shall issue within five (5) days of the City Manager'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 7 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 Christine Mullen, P.E., Street Systems Project Engineer. Questions by the Contractor regarding interpretation of the terms, provisions and requirements of this contract shall be addressed to Christine Mullen, P.E., Street Systems Project Engineer, for response. 2 -2 Proof of Compliance with Contract In order that the City may determine whether the Contractor has complied with the irequirements of the contract documents, the Contractor shall, at any time when requested, submit to the City properly authenticated documents or other satisfactory proofs as to the Contractor's compliance with such requirements. ' 2 -3 Contract Documents and Precedence 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, General ' Contractual Terms and Conditions, Contractor's Compliance Statement, Combined Affidavit and Certification Form, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Notice to Labor ' Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit C, Certificate(s) of Insurance Form attached hereto as Exhibit D, Performance / Payment Bond attached hereto as Exhibit E, Title VI Assurances attached as Exhibit F, 2012 WSDOT / APWA Standard Specifications for Road, Bridge and Municipal Construction, Amendments to the Standard Specifications, contract Special Provisions, current Prevailing Wage Rates attached as Appendix A, WSDOT Standard Plans attached ' as Appendix B, Federal Way Standard Details attached as Appendix C, and all other Appendices attached hereto and incorporated by this reference, (collectively the "Contract Documents'. The contract documents are intended to be complementary so City of Federal Way RFB # 14 -104 Federal Way High and Sacajawea Bid Document ' Middle School Pedestrian Connection Safe Routes to School Page 15 March 2014 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. 2 -4 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. 2 -5 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. 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 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. City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 16 RFB # 14 -104 Bid Document � I 1 F March 2014 1 n 1 2 -7 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. 2 -8 Shipping Charges All prices shall include freight. Requests for additional compensation for freight charges will be rejected by the City. 2 -9 No Waiver of Warranties and Contract Rights Conducting of tests and inspections, review of specifications or plans, payment for goods or services, or acceptance by the City does not constitute a waiver, modification or exclusion of any express or implied warranty or any right under this contract or in law. 2 -10 Legal Relations 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. 2 -11 Applicable Law and Forum Except as hereinafter specifically provided, this contract shall 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 -12 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 following 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. City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 17 RFB # 14 -104 Bid Document March 2014 C. A statement as to the intended use of the product. 2 -13 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 difficulty 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 liquidated damages (and not as a penalty) in accordance with Section 1.3 of Attachment J, 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 -14 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 -15 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 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. The Contractor shall ensure that substantially the foregoing paragraphs are included in each subcontract for the work on the project. City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 18 n [I t RFB # 14 -104 ' Bid Document March 2014 ' ' 2 -16 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 -17 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 (10`") day following receipt by the ' Purchasing Coordinator. 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 City Manager. Such written notice or appeal shall include all documents and other information necessary to substantiate the appeal. The City Manager 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 City Manager shall be a condition precedent to ' litigation hereunder. 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. 1 City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 19 RFB # 14 -104 Bid Document March 2014 Pending final decision of the dispute hereunder, the Contractor shall proceed diligently 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 -18 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 Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 20 H RFB # 14 -104 ' Bid Document March 2014 ' AttachmentA NO BID RESPONSE FORM When submitting a "No Bid ", mail this completed form to Federal Way Purchasing, 33325 Eighth Avenue South, Federal Way, Washington 98063 -9718. 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 submitting a formal bid, may result in your firm being removed from the Citv's master bidder's mailina list. Bid Number: RFB No. 14 -104 Bid Title: Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School ❑ 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: Signature Name (Type or Print) City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 21 Phone: Date Title RFB # 14 -104 Bid Document March 2014 Attachment B BID FORM CITY OF FEDERAL WAY Federal Way High and Sacajawea Middle School Pedestrian Connection We Routes to School Bidder: Road Construction Northwest, Inc. Date: —2/_ zie' 201 ITEM BID AMOUNT A Schedule A 6 86, oo P_ TOTAL BID AMOUNT $ �C (including Washington State sales tax, all other 59j (Q $!o government taxes assessments and charges) To City Council Members City of Federal Way 33325 8th Ave South 33325 Eighth Avenue South Federal Way, Washington 98063 -9718 Pursuant to and in compliance with your advertisement for bids for construction of Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routs to Schoo , and other documents relating thereto, the undersigned has carefully examined all of the bid and contract documents as the premises and conditions affecting the delivery, supply and maintenance of Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routs to School, and hereby proposes to furnish all labor, materials and perform all work as required in strict accordance with the contract documents, for the above - referenced amount, inclusive of Washington State sales tax and all other government taxes, assessments and charges as required by law. The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (5 %) of the total amount bid is attached hereto, which it is agreed shall be collected and retained by the City as liquidated damages in the event this bid is accepted by the City within forty -five (45) calendar days after the day of the bid opening and the undersigned fails to execute the Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routs to School Public Works Contract and to provide the required certificate of insurance to the City, under the conditions thereof, within ten (10) calendar days after the Notice of Award; otherwise said Bid Security will be returned to the undersigned. S. of 7 vA4 L Bond Certified Check -52 of T6-(W Quo 4,novn•r- Dollars($d /0 A- odatj- The Bidder shall complete this entire Bid Form or this bid may be considered nor- 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 # 14 -104 Federal Way High and Sacajawea Bid Document Middle School Pedestrian Connection Safe Routes to School Page 22 March 2014 r' r *, , r- Receipt of the following Addendums is hereby acknowledged: Addendum No. -- Date Issued: /-/- -/(e, - /�/- Addendum No. Date Issued: -/ - Z 1 ^ / '�X Addendum No. Date Issued: �rporatiojn rs ip/ ual Twos 176AIw * Gn/ R ?8� Bidder's State License No. Bidder's State Tax No. City of Federal Way Federal Way High and Sacajakvea Middle School Pedestrian Connection Safe Routes to School Road Corte ruction Northwest, Inc. Firm Name S /ae Ve eF �2- ES -�E7vr Title Page 23 RFB # 14 -104 Bid Document March 2014 Attachment C BID SCHEDULE CITY OF FEDERAL WAY Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School ROADWAY IMPROVEMENTS All unit nriraa in Pirl Qi harhda A shall inrinrlo annilrahlo S9IP_S tay- ITEM NO. ITEM DESCRIPTION UNIT PRICE IN WORDS UNIT APPROX. TY DOLLARS CENTS [DOLLARS CENTS 1 Unexpected Site Changes EST 1 $10,000.00 $10,000.00 2 Roadway Surveying LS 1 DD 3 Record Drawings (Minimum Bid $500) LS 1, -I VD ��, Oc 4 SPCC Plan LS 1��0 5 Type 8 Progress Schedule (minimum bid $5,000) LS 1 6 Mobilization LS 1 33, 4W -33,4010 �� 7 Project Temporary Traffic Control LS 1 W 40 X / C01) •m r 8 Off Duty Uniformed Police Officer HR 40, 9 Clearing and Grubbing LS 1 3.00 i 3 i �. 10 Roadside Cleanup EST 1 $5,000.00 $5,000.00 11 Removal of Structure and Obstruction LS 1 �� �� °O / *r w0. 12 Remove Existing Catch Basin EA 3 =0 #(0(00 , � 13 Remove Existing Storm Sewer Pipe LF 290 ZS 06 a i Z&2. 14 ISawcutting LF 1 3,000 15 Gravel Borrow Incl. Haul TN 550 -- o0 Q�iv2S.- 16 Gravel Borrow for Trench Backfill Incl. Haul TN 150 17 Roadway Excavation Incl. Haul CY 580 2,QD .- 18 Unsuitable Foundation Excavation Incl. Haul CY 25 `�- 19 Shoring or Extra Excavation Cl. B LS 1 20 Crushed Surfacing Top Course TON 630 21 Gravel Backfill for Drain CY 60 22 HMA Cl. 1/2" PG 64 -22 TON 260 I Oa ?,�� f'-40 23 Commercial HMA TON 120 3.m PI /-- PK Federal Way High and Sacajawea Middle School RFB #14 -104 Pedestrian Connection Bid Document Safe Routes to School Page 24 March 2014 ROADWAY IMPROVEMENTS WA Cwls.d.de A -1.• 11 s ..I-A. 9nf111P9h1a CAICC tav ITEM NO. ITEM DESCRIPTION UNIT PRICE IN WORDS UNIT APPR X. nTM UNIT PRICE DOLLARS CENTS DOLLARS CENTS 24 Cement Conc. Pavement for Traversable Island CY 21 ° 25 Structural Earth Wall SF 400 26 Modular Block Wall SF 90 # 2, 27 Class IV Reinf. Conc. Storm Sewer Pipe 12 In. Diam. LF 370 62 23� /25. e—° 28 Class 50 Ductile Iron Storm Sewer Pipe 8 In. Diam. LF 95 461 29 Concrete Inlet EA 4 q&0' oo 30 Catch Basin Type 1 EA 4 (, JDjq . q�- 31 Catch Basin Type 1 L EA 5 1, o5v °a 32 Catch Basin Type 2, 48 In. Diam EA 1 3, ?00 3/D eo 33 Adjust Catch Basin EA 8 5M • 34 Adjust Sewer Manhole EA 1 5VO , �—° 41 35 Connection to Existing Drainage Structure EA 7 • '� $ -4,55D , DO 36 Furnish land Frame d Install Rectangular Solid Metal Cover EA 2 r-7 , Od I1 DUD .off 37 Furnish and Install Vaned Grate and Frame EA 3 38 ESC Lead DAY 60 41 1900 00 39 Inlet Protection EA 40 3,2D0 , 40 Erosion/Water Pollution Control EST 1 $5,000.00 $5,000.00 41 Topsoil Type A CY 65 #51. ?— 4 3, 9.3 , 42 Bark or Wood Chip Mulch CY 15 0 71• �0- i 43 Seeded Lawn Installation SY 200 + A° Roo 44 Property Restoration EST 1 $5,000.00 $5,000.00 45 PSIPE Pyrus calleryana'Redspire'/ Redspire Flowering Pear; 2" Cal., 10' -12' Ht. EA 7 e0 pO 46 Automatic Irrigation System Complete LS 1 8! p )o . « # 47 Lakehaven Utlity District Connection Fees EST 1 $7,800.00 $7,800.00 48 Cement Conc. Traffic Curb and Gutter LF 1,970a (S , 00 49 Extruded Curb, Type LF 360 /2 • ZS�r�}I�.od rM Federal Way High and Sacajawea Middle School RFB #14 -104 Pedestrian Connection Bid Document Safe Routes to School Page 25 March 2014 ROADWAY IMPROVEMENTS Au ...:a .. I. MIA c,.w,.a..r,. A el -11 in^hif4a annfirnhla calae tax Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 26 RFB #14 -104 Bid Document March 2014 UNIT APPROX. QUANTITY UNIT PRICE AMOUNT DOLLARS CENTS DC LLARS CENTS ITEM NO. 11UNIT ITEM DESCRIPTION PRICE IN WORDS 11 50 Roundabout Truck Apron Cam. Cone. Curb and Gutter LF 110 GO 51 Cement Cone. Commercial Driveway Entrance 3 -Day SY 550 00 # 32 45a ! 52 Cement Cone. Residential Driveway Entrance 3 -Day SY 90 40. °O 4 41 320 . °—a 53 Precast Concrete Sloped Mountable Curb LF 110 ?� oo 3� 3D0 . 54 Raised Pavement Marker Type 2 HUN 1 41� oo 400 , V 55 Black Vinyl Coated Chain Link Fence LF 70 7J i 'ZD . 56 Wood Fence LF 90 30 , Zy�Z2 57 Adjust Monument Case and Cover EA 1 -4 42-9. oD 58 Thickened Edge Sidewalk LF 70 t4 ?,J,! r 59 Cement Cone. Sidewalk SY 330. 11 60 Stamped Concrete Finish SF 150 '4116 , 61 Pervious Cement Concrete Sidewalk SY 350 cc 62 Cement Cone. Ram Perpendicular Sidewalk p p EA 2 10 � �2,35v•- 63 Cement Cone. Parallel Sidewalk Ramp EA 5 °D 519 64 Cement Cone. Single Direction Sidewalk Ramp EA 1,/� 65 Cement Cone. Combination Sidewalk Ramp EA 1 , �� / J� / tj 51 66 Adhesive Detectable Warning Mat SF 12 f� `�,p , So- 67 Relocate Mailbox, Type 1 EA 2 3�r'j °O (�� Q0 68 Relocate Mailbox, Type NDCBU EA 1 1,000, JO/ / 000 , "*- 69 Rectangular Rapid Flashing Beacon Sign Assembly, Complete EA 1 Z4 (� _ 2 70 illumination System, Complete LS 1 # 32, !0D ,� -32' lco 0O 71 Permanent Signing LS 1 72 Paint Line 4 In. LF 3,000 O J, (�� , 00 73 Paint Line 8 In. LF 100 74 Plastic Crosswalk Line Type A SF 420 2S J Z z05. Igo 75 Plastic Traffic Letter EA 20 J, ' SEE Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 26 RFB #14 -104 Bid Document March 2014 U ROADWAY IMPROVEMENTS Qld C..l....J.Ja w .6n11 innlnrla annliPahla GAIPC 1AY. i Federal Way High and Sacajawea Middle School RFB #14 -104 Pedestrian Connection Bid Document Safe Routes to School Page 27 March 2014 UNITT PR CEIN WORDS UNIT ❑�� Q �OCTY NTS DOLLARS EE AMOUNT DOLLARS CENTS r Plastic Traffic Arrow Type A EA 4 /Do , � -Ip0 , Od Plastic Shared Lane Marking EA 16 Plastic Yield Line Symbol EA 16 �;s goo 79 Remove Pavement Markings LS 1 1, 80 Temporary Pavement Markings -LF 2,300 81 Removing Temporary Pavement Markings LF 2,300 DS /57, 00 82 Potholing EST 1 $5,000.00 $5,000.00 83 Resolution of Utility Conflicts EST 1 $10,000.00 $10,000.00 TOTAL SCHEDULE A (bid items include sales tax) 5'q3 b�6 i i Federal Way High and Sacajawea Middle School RFB #14 -104 Pedestrian Connection Bid Document Safe Routes to School Page 27 March 2014 � I i -.r Attachment D BID SIGNATURE PAGE Date: 'i - 2 The undersigned bidder hereby proposes and agrees to deliver the equipment and /or services pursuant to the Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School and comply with all other terms and conditions of the contract and bid documents of RFB No. 14 -104. 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. Road Construction Northwest, Inc. Corporatiop/Drt4s ipJIPdMdU9l Company-) e %te Two) ' By: (Sig (Printed Name) Its: - (Title) (Address) (Telephone Number) Attachment E BID BOND FORM Herewith find deposit in the form of a 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. BID BOND KNOW ALL PERSONS BY THESE PRESENTS that we, Road Construction Northwest, Inc. as Principal, and Employers Mutual Casualty Company , as Surety, are held and firmly bound unto the City of Federal Way, as Obligee, in the penal sum of Five Percent (5 %) of Bid Amount and X100 dollars ($ 5% of Bid Amou , for the payment of which the Principal and the Surety bond themselves, their heirs and executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for: Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School According to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall in case failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified i call for bids, then this obligation shall be null and void; otherwise, it shall be, and remai force and effect, and the Surety shall forthwith pay and forfeit to the Obligee as pen n liquidated damages, the amount of this bond. i SIGNED, SEALED AND DATED THIS 24th DAY OF April , 2014 Received return of deposit in the sum of $ Road Princi Emplo rs Mutu I Casualty Company Surety Ch"istopher Kinyon, Attorney -in -Fact Date: r, ES, I I /EMC INSURANCE P.O. Box 712 • Des Moines, IA 50306 -0712 No. A62585 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY -IN -FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 6. EMC Property & Casualty Company, an Iowa Corporation 7. Hamilton Mutual Insurance Company, an Iowa Corporation hereinafter referred to severally as "Company" and collectively as "Companies', each does, by these presents, make, constitute and appoint: BRENT E HEILESEN, ERIC A. ZIMMERMAN, JAMES B BINDER, PETER J COMFORT, KAREN SWANSON, ANNE E STRIEBY, JENNIFER L SNYDER, PEGGY A FIRTH, JULIE R TRUITT, CHRISTOPHER KINYON, JAMIE DIEMER, LISA M ANDERSON, WYNTRENE L MACE, DIANE M HARDING, KATHY L PATTON its true and lawful attorney -in -fact, with full power and authority conferred to sign, seal, and execute its lawful bonds, undertakings, and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. The authority hereby granted shall expire APRIL 1, 2015 unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY This Power -of- Attorney is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duly called and held in 1999: RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attomeys -in -fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof; and (2) to remove any such attomey -in -fact at any time and revoke the power and authority given to him or her. Attomeys -in -fact shall have power and authority, subject to the terms and limitations of the power -of- attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such instrument executed by any such attomey -in -fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power -of- attorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power -of- attorney of the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these presents to be signed for each by their officers as shown, and the Corporate seals to be hereto affixed this 2nd day of DECEMBER 2013 i_wzSeals `PSGO ",sUAgi', UC� OO,",'?A.yy',, Cqs' Bruce G. Kelley, Chairman/ Michael Freel W�V•.` PP ORq R•�CC` ;' �P ;.`OPPORyt, O `pPP ORyr , 9 -, of Companies 2, 3, 4, 5 & 6; President Assistant Vice President of Company 1; Vice Chairman and Z SEAL 1863 1953 a -.S-, = o ; : CEO of Company 7 >' �2 IOWA .... ' ♦ ,IOWA # ` .`\NSURANOF'., •yCi�: OPPOR,yt,CO�'. 19t'.CCO,: =w: SEAL <: SEAL Za' _o. SEAL •.�• - yo * OWP * ?H'DAY- , , MOINES. MUTuJ 2 /, tio�MUT04 sG 9 LAUREL A. BLOSS ( �%i on ' Commission Number 183662 ��ip N , P My Comm. Exp. Marl 3. 201 On this 2nd day of DECEMBER AD 2013 before me a Notary Public in and for the State of Iowa, personally appeared Bruce G. Kelley and Michael Freel, who, being by me duly sworn, did say that they are, and are known to me to be the Chairman, President, Vice Chairman and CEO, and /or Assistant Vice President/Assistant Secretary, respectively, of each of The Companies above; that the seals affixed to this instrument are the seals of said corporations; that said instrument was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors; and that the said Bruce G. Kelley and Michael Freel, as such officers, acknowledged the execution of said instrument to be the voluntary act and deed of each of the Companies. My Commission Expires March 13, 2014. eta Notary Public in and for the State of low.a CERTIFICATE I, James D. Clough, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by Fach of the Companies, and this Power of Attorney issued pursuant thereto on DECEMBER 2, 2013 on behalf of: BRENT E HEILESEN, ERIC A. ZIMMERMAN, JAMES B BINDER, PETER J COMFORT, KAREN SWANSON, ANNE E STRIEBY, JENNIFER L SNYDER, PEGGI' A FIFTH, JULIE R TRUITT, CHRISTOPHER KINYON, JAMIE DIEMER, LISA M ANDERSON, WYNTRENE L MACE, DIANE M HARDING, KATHY L PATTON are true and correct and are still in full force and effect. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this J!:1 f� day of aap 1 Vice President 1 1 1_ 1 1 Attachment F SUBCONTRACTOR LIST Prepared in Compliance with RCW 39.30.060 Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School 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. Subcorcttractors 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 that 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 Washkgton, 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 RCW, if applicable; has an elevator contractor license, if required by Chapter 70.87 RCW. The following listed bid items (listed in numerical sequence) for this project have been proposed for subcontracting to subcontractors as indicated. SUKONTRACTOR NAME ITEM NUMBERS ESTIMATED AMOUNT WMBE QUALIFIED? Y/N Road fstruction Northwest, Inc. N Heating; ventilation, Air Conditioning, Plumbing n/a G &G, kw- Electrical 69, 70 $53,000.00 Y � I 1 Attachment 6 CITY OF FEDERAL WAY COMBINED AFFIDAVIT AND CERTIFICATION FORM Non- 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 ( USDOT) To report bid rigging activities call; 1 -800- 424 -9071 The U.S. Department of Transportation ( USDOT) 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 contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall 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 � I � I r] 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 DEBARMENT 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. 1 AFFIDAVIT OF 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 corimitted any combination of two of the following violations or infractions within a five -year period: (1) 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, Prevailiig Wage Affidavit, Debarment Affidavit, Affidavit Of Eligibility, and Certification of Lawful Employment. ' Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Road Const uction Northwest, Inc. ' Na 'B" er' 'rm J, P, o ri ed Representat' of Bidder Subscribed and sworn to before me this day of PQ /L. 20_�t 77, "��G�ysston'FoCq'1' '0,01AR V w . _ (printed /typed name of notary) qtr•' G Notary Public in and for the State of Washington PuBo '�. My commission expires: b. o t_ r'. r- (- r— r -� Attachment H CONTRACTOR'S COMPLIANCE STATEMENT (President's Executive Order #11246) Date: 2 Z,,-/— 20/zf This statement relates to a proposal contract with the City of Federal Way named Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School I am the undersigned bidder or prospective contractor. I represent that: I Rrhave, ❑ 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. Road C.onshvcdon Northwest, Inc. Name o der By: ` Si at� rr f� Its: V'GE l��F�Erl1 P— Title P6 �20 X /98 �+ Address � I .-, 1� r-i l... i ;.._1 Local Agency Disadvantaged Business Enterprise Utilization Certification To be eligible for award of this contract the bidder must fill out and submit, as part of its bid proposal, the following Disadvantaged Business Enterprise Utilization Certification relating to Disadvantaged Business Enterprise (DBE) requirements. The Contracting Agency shall consider as non - responsive and shall reject any bid proposal that does not contain a DBE Certification which properly demonstrates that the bidder will meet the DBE participation requirements in one of the manners provided for in the proposed contract. The Bidder must submit good faith effort documentation only in the even the bidder's efforts to solicit sufficient DBE participation has been unsuccessful. The successful bidder's Disadvantage Business Enterprise Utilization Certification shall be deemed a part of the resulting contract. Information on certified firms is available from OMWBE, telephone 360- 664 -9750 or Toll Free 1-866 -208 -1064. Road Construction Northwest, Inc. certifies that the Disadvantaged Business Enterprise (DBE) (Box 1) Name of Bidder Firms listed below have been contacted regarding participation on this project. If this bidder is successful on this project and is awarded the contract, it shall assure that subcontracts or supply agreements are executed with those firms where an "Amount to be Applied Towards Goal" is listed. (If necessary, use additional sheet.) Column 1 Name Of DBE Certificate Number Column 2 * Project Role (Prime, Joint Venture, subcontractor, Manufacturer, Regular Dealer) Column 3 Description of Work Column 4 ** Amount to be Applied Towards Goal 1 Sl LAnhOS c DE LL G Sei a c Ca�v� �2 LAoo SCE 4enV14v-1 -JW67A cA77o 0 �2ai s,9Tio1✓ 0 313 - 0 0 � D2F Qo�ga � 2- A 4dwmAcraas mac. S U a Ga"T"CT� %?_— A /,v1,VC WA LU Soo. o 0 D o0 o 3. 6 _ .i us CQNTnAc E4tZT n t GA L C0-AjT7tAtriivG �53� cl00, 00 b'2 63 4. J1(_ V >EY(_ S71ZCAI _17-/V'( ,f U 3 G on►�7tAcTO2 b u MP -1YLLcK 1 0vG HA)u i "6 ap ..I7woal— Amwe-cmix-r Aoyz cn i�( ,g i_ 2 F' t Co 7 6 5. 6. 7. 8. 9. 10. 9 P 9 J 9 T, / ** Disadvantaged Business Enterprise Subcontracting Goal: 15% DBE Total $ 1 3 . O U Box 2 Box 3 Regular Dealer status must be approved prior to bid submittal by the Office of Equal Opportunity, Wash. State Dept. of Transportation, on each contract. See the section "Crediting DBE Participation Toward Meeting the Goal" in the Contract Document. The Contracting Agency will utilize this amount to determine whether or not the bidder has met the goal. In the event of an arithmetic difference between this total and the sum of the individual amounts listed above, then the sum of the amounts listed shall prevail and the total will be revised accordingly. Participation in excess of the goal amount will be considered voluntary or race - neutral participation. SR DOT Form 272 -056A EF 0712011 04/23/2014 15:46 2538398936 AAA CONTRACTORS INC PAGE 03/03 � I n Local Agency Disadvantaged Business Enterprise (DBE) 1 Written Confirmation Document ' As an authorized representative of the Disadvantaged Business Enterprise (DBE), I confirm that we have been contacted by the referenced bidder with regard to the referenced project and if the bidder is awarded the contract we will enter into an agreement with the bidder to participate in the project consistent with the information provided in the bidder's Disadvantaged Business Enterprise Utilization Certification. contract Title: Federal Way High& Sacajawea Middle School Pedestrian Connection Safe Routes to School, City of Federal Way, WA Bidder's Business Name: Road Cossstw ion Northwest, Im' DBE's Business Name: AAA Contractors, Inc., #D4M0021009 4DOE Signature: Gx1 DBE's Title: President, CEO Date: 4/24/2014 The entries must be consistent with what is shown on the bidder's Disadvantaged Business Enterprise Utilization Certification. Failure to do so will result in bid rejection. See contract provision; ©isavantaged Business Enterprise Condition of Award Participation. Description of Work: Retaining Wall(s), Amount to be Applied Towards Goal: $9,800.00 SR APR -23 -2014 16:08 2638398936 94% DOT Forth 422-031A EF 0712011 P.003 04/23/2014 16:25 2537225835 SK LANDSCAPE LLC PAGE 04/04 Local Agency Disadvantaged Business Enterprisej(DBE) Written Confirmation Document ' As an authorized representative of the Disadvantaged Business Enterprise (DBE), i confirm that we have been contacted by the referenced bidder with regard to the referenced project and if the bidder is awarded the contract we will enter into an agreement with the bidder to participate in`the project ' consistent with the information provided in the bidder's Dian dvauWed Ousivam Ente. leis Utilization Certification Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to ' School Federal Aid No. SRTS - 0443(006) RFB # 14 -104 C°Mma Title: City of Fed.gral Way, WA DBE's Buslness.Nam.- SK Landscape. LLC DOE Slgneluro; DBE's Thk-. Estimator Out*: 4/23/2014 The entries must be consistent with what is shown on the bidders Disadvantaged Business, Enterprise Utilization Certification. Failure to do so will result in bid rejection. See contract provision; Disavantaged Business Enterprfse Condition ofAwaid PanYdpahon. Description of Work: Landscape Services Amount to be Applied Towards Goal: $ 20.313.00 3R )age 16 Local Agency Olaadvantnged Business Crrt wpdae (OM Written Conflrmodon Oommant provided to Builders FAVhanae of WA. im. For usage Conditlnna Aareamerrt aee www: brwa_cem - Always Verifv Scale APR -23 -2014 16:53 2537225835 97% DOT Form 4rt -43rA EF =4011 P.004 F. -1 M., Local Agency Disadvantaged Business Enterprise (DBE) Written Confirmation Document As an authorized representative of the Disadvantaged Business Enterprise (DOE), I confirm that we 1. have been contacted by the referenced bidder with regard to the referenced project and if the bidder is awarded the contract we will enter into an agreement with the bidder to patticipate in the project consistent with the information provided in the bidder's Disadygolaged Business .EDiarprise Federal Way High and Sacajawea Middle School Pedestrian Cont . ract Title. Connection Safe Routes to School Widder's Business Name: Road Construction Northwest, Inc. DBE's Business Name: J '.J DBE Signature. Lai DBE's Title: CLL-gRAc--r TW i f� Q5T)ZA-rb)-P,—. Date: April 24, 2014 The entries must be consistent With what is shown on the bidder's Disadvantaged Business Enterprise Utilization Certification. Failure to do so will result in bid rejection. See contract provision; Disavantaged Business Enterprise Condition of Award Participation. AA Rte-RIVAY P124JG-TS -ZVCZ d" C* 'A-109tr" A/ & 'CrOC -r P *4 r q a4a 616 A 7ZF3 A t-"O ASA�+QC oAVlAre lAr A OP I PON 7 0 Description of Work: 6,n OMP4�A L ofz S I AE-S 66&rQt4r1N6 S 04PLUX 1AATWJAL�t, bu Amount to be Applied Towards Goal, j$ LA SR DOT Form 422-031A EF 11 0712011 FROM : FAX NO. : Apr. 23 2014 05:05AM P2 Local Agency Disadvantaged Business Enterprise (DBE) Written Confirmation Document As an authorized representative of the Disadvantaged Business Enterprise (DBE), I confirm that we have been contacted by the referenced bidder with regard to the referenced project and if the bidder is awarded the .contract we will enter into an agreement with the bidder to participate in the project consistent with the information provided in the bidder's Disadvanta ed Bu in s Enter rise t ftilization Certification. �EdEYl�4L WAY I-Ile. H 99- SAeA JA Wsi-;- A IM, Er .SC,} 1001 ,ia&117LthA/ Contract-Title: 4 -0AI %MMIA1 ROVM -y Td JA4 1 L _ Bidder's Business Name: Road Construction Northwest, Inc. DBE's Business Name: r� �� �j-t`��►�^ DBE Signature: DBE's Title: Date: SR The entries must be consistent with what is shown on the bidder's Disadvantaged Business Enterprise Utilization Certification. Failure to do so will result in bid resection. See contract provision, Disaventaged Business Enterprise Condition of Award Faftipat' Description of Work:_ �� c C R i h nf1 V, & C-r l h Amount to be Applied Towards Goal: C) C z APR -23 -2014 17:06 94% DoT Form 1122 - ^3'A rP 07.'20' t P.002 ' Attachment K PUBLIC WORKS CONTRACT Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School / 1� THIS PUBLIC WORKS CONTRACT ("Contract's is dated effective this day of ' 20 14 and is made by and between the City of Federal Way, a Washington municipal corporation ("City or Owner'), and Road Construction Northwest, Inc. , a Washington Corporation ("Contractor'). ' A. The City desires to retain an independent contractor to furnish all labor and materials necessary to perform work necessary to complete the Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Project in Federal Way, located at 14th Ave S (S312th St to S308th St) & S308th St (14th Ave S to Pacific Hwy S) , 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 furnish all tools, materials, supplies, equipment, labor and other items incidental thereto necessary for the construction and completion of the work, more particularly described as the Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School project, including without limitation: new asphalt concrete pavement, curb & gutters, sidewalks, drainage improvements, structural retaining walls, traffic signals and interconnect, illumination, ' landscaping and other work, ("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, Notice to Labor Unions or Other Employment Organizations ' Nondiscrimination in Employment attached as Exhibit C, Certificate(s) of Insurance Form attached hereto as Exhibit D, Performance / Payment Bond attached hereto as Exhibit E, Title VI Assurances attached hereto as Exhibit F, 2012 WSDOT / APWA Standard Specifications for ' Road, Bridge and Municipal Construction, Amendments to the Standard Specifications, current Prevailing Wage Rates attached as Appendix A, WSDOT Standard Plans attached as Appendix B, Federal Way Standard Details attached as Appendix C, and all other Appendices attached hereto ' and incorporated by this reference, (collectively the "Contract 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 City Manager or his or her designee. 1.2 Completion Date. The Work shall be commenced within ten (10) days of receipt by the Contractor of the City's Notice to Proceed. The Work shall be completed within 60 working days. The Work shall be completed between June 1, 2014 and August 31, 2014. No Work shall occur between June 1, 2014 and June 18, 2014 within 150 feet of the intersection of S308 th Street and 14th Avenue S without prior permission from the City. In the event the Work is not substantially completed within the time specified, Contractor agrees to pay to the City City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page I RFB # 14 -104 Bid Document March 2014 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 ". 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 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 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 City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 2, RFB # 14 -104 Bid Document March 2014 ' 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 City 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 Disputes, Claims and Appeals If disputes occur during the contract, the Contractor shall pursue resolution through the Project Engineer. The Contractor shall follow the procedures outlined in Standard Specification 1 -04.5. If the negotiations using the procedures ' outlined in Section 1 -04.5 fails to provide satisfactory resolution, the Contractor shall pursue the formal method outlined in Standard Specification 1- 09.11(2) for submitting a claim. All claims, counterclaims, disputes and other matters in question between the City and the Contractor that are not resolved between the Project Engineer 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 diligently with the performance of the contract and in accordance with the direction of the Project Engineer. 1 Failure to comply precisely with the time deadlines specified as to any claim, shall operate as a release of that claim and a presumption of prejudice to the City. 1 n U 1.8 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. 1.9 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. 1.10 Air Environment. Contractor shall fully cover any and all loads of loose construction materials including without limitation, sand, dirt, gravel, asphalt, excavated City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 3 RFB # 14 -104 Bid Document March 2014 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 more than ? ?working days to complete, and the expiration of all warranties contained in the Contract Documents ("Term'J. 3. WARRANTY 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 visited the site and is familiar with all of the plans and specifications in connection with the completion of the Work. 4. COMPENSATION 4.1 Total Compensation. In consideration of the Contractor performing the Work, the City agrees to pay the Contractor an amount not to exceed Five hundred ninety three, six hundred eighty six and 00 /100 Dollars ($ 593,686.00), 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 Payment. 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 perform any obligation under this Contract may be adequate reason for the City to withhold payments until the obligation is performed. Upon completion 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. City of Federal Way RFB # 14 -104 Federal Way High and Sacajawea Bid Document Middle School Pedestrian Connection Safe Routes to School Page 4 March 2014 I L ' S. 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 F. ^I F L 6. INDEPENDENT CONTRACTOR /CONFLICT 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 interfere 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 so. 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 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. City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 5 RFB # 14 -104 Bid Document March 2014 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: (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 City Manager 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) Stop 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 entities to complete the Work. Upon demand, Contractor agrees to pay to the City all of its costs and expenses in completing such Work. City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 6 RFB # 14 -104 Bid Document March 2014 ' (3) Take Possession. The City may take possession of the Property 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. S. INDEMNIFICATION ' 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. ' 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; 1 (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. City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 7 RFB # 14 -104 Bid Document March 2014 (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. (4) If any structures are involved in the Contract, the Contractor shall 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. 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 thirty (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. 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 satisfactory to the City. Contractor shall not commence any Work until its coverage has been approved by the Risk Manager. City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 8 RFB # 14 -104 Bid Document March 2014 ' 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. 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 "E" 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. SAFETY ' 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. 1 12. PREVAILING WAGES 1 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). The Hourly minimum rates for wages and fringe benefits are listed in Appendix A. 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. 12.2 Exemptions to Prevailing Wage. 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; City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 9 RFB # 14 -104 Bid Document March 2014 (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. 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 therein 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. 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 City of Federal Way RFB # 14 -104 Federal Way High and Sacajawea Bid Document Middle School Pedestrian Connection Safe Routes to School Page 10 March 2014 ' 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. 1 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 license 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 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 City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 11 RFB # 14 -104 Bid Document March 2014 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 this Contract, including this provision, may be amended or added to except by agreement in writing signed by the Parties or their respective successors in interest. 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 Assignment. 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 City 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 Authority. 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. 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 City of Federal Way RFB # 14 -104 Federal Way High and Sacajawea Bid Document Middle School Pedestrian Connection Safe Routes to School Page 12 March 2014 notices may be delivered personally to the addressee of the notice or may be deposited in the 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 Captions. 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. 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 Conflicting Provisions. In the event of a conflict between the terms and provisions of any of the Contract Documents, the City Manager or his or her designee shall issue an interpretation of the controlling document, which interpretation shall be final and binding. DATED the day and year set forth above. CITY OF FEDERAL WAY By: m Ferrell Mayor 33325 Eighth Avenue South Federal Way, WA 98063 -9718 ATTEST: City Clerk, Carol McNeilly, MC '' '' x" APPROVED AS TO FORM: Interim City Attorney, Amy Jo Pearsall City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 13 RFB # 14 -104 Bid Document March 2014 STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) ;Road C struction Northwest, Inc. By: gnature) Peter J. Kenney, Vice President (Name) PO Box 188 Renton, WA 98057 (Address) 425.254.9999 (Phone) On this day personally appeared before me Peter J. Kenney , to me known to be the Vice President of Road Construction Northwest, Inc. 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. GIVEN my hand and official seal this Z- day of , 2014. (printed /typed name of notary) G F` `'��;•, N6tary Public in and for the State of Washington �ptA�R.Y : Mj� commission expires: U3 3v t,� Pus0c, F'W City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 14 RFB # 14 -104 Bid Document March 2014 STAT Op HP 5 EXHIBIT A a NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Contractor's UBI Number: Date: Name & Address of Public Agency Department Use Onl Assigned to: Date Assigned: UBI Number: Notice is hereby given relative to the completion of contract or project described below Project Name Contract Number Job Order Contracting ❑ Yes ❑ No Description of Work Done/Include Jobsite Address(es) ederally funded road transportation project? El Yes El No Contractor's Name Telephone Number Affidavit ID* ]Contractor Address f Retainage is Bonded, List Surety's Name (or attach a copy) Surety Agent's Address Date Contract Awarded Date Work Commenced Date Work Completed Date Work Accepted Contract Amount $ Additions ( +) $ Reductions ( -) $ Sub -Total $ Amount of Sales Tax Paid at 0.000% 0.00 Liquidated Damages $ Amount Disbursed $ Amount Retained $ (If various rates apply, please send a breakdown) $ rTOTAL $ 0.00 TOTAL $ 0.00 NOTE: These two totals must be equal Please List all Subcontractors and Sub -tiers Below: Subcontractor's Name: I UBI Number: (Reauired) lAffidavit ID* 15- 038 -000 07 -2012 N 31 0020e (07/06/12) 51 Continued on page 2 Please List all Subcontractors and Sub -tiers Below: EXHIBIT A, Cont'd , Subcontractor's Name: UBI Number: (Required) Affidavit ID* Public Works Section Contract Release Registration, Inquiry, Standards & PO Box 47474 PO Box 44274 Coordination Unit Olympia WA 98504 -7474 Olympia, WA 98504 -4272 PO Box 9046 (360) 725 -7588 (360) 902 -5772 Olympia WA 98507 -9046 FAX (360) 664 -4159 FAX (360) 902 -6897 (360) 902 -9450 PWC @dor.wa.gov ContractRelease @lni.wa.gov Fax (360) 902 -9287 Comments: Contact Name: Title: Email Address: Phone Number: NO PAYMENT SHALL BE MADE FROM RETAINED FUNDS until receipt of all release certificates. Affidavit ID* - Provide known ones at this time. No LNI release will be granted until all affidavits are completed. Submitting Form: Please submit the completed form to all three agencies below. For a faster response, please submit by e -mail. Washington State Department of Revenue Washington State Department of Labor and Industries Washington State Employment Security Department Public Works Section Contract Release Registration, Inquiry, Standards & PO Box 47474 PO Box 44274 Coordination Unit Olympia WA 98504 -7474 Olympia, WA 98504 -4272 PO Box 9046 (360) 725 -7588 (360) 902 -5772 Olympia WA 98507 -9046 FAX (360) 664 -4159 FAX (360) 902 -6897 (360) 902 -9450 PWC @dor.wa.gov ContractRelease @lni.wa.gov Fax (360) 902 -9287 For tax assistance or to request this document in an alternate format, visit http: / /dor.wa.gov or call 1- 800 - 647 -7706. Teletype (TTY) users may call (360) 705 -6718. F215- 038 -000 07 -2012 REV 31 0020e (07/06/12) 52 C L PROJECT NUMBER EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT CHANGE ORDER NUMBER EFFECTIVE DATE PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: 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 $ DECREASE $ UNIT PRICE: THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO. ITEM QUANTITY UNIT PRICE ADD OR DELETE TOTAL NET CONTRACT: INCREASE $ DECREASE $ An independent cost analysis has been performed ❑ Yes ❑ No 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 standard specifications, the contract plans, and the special provisions governing the types of construction. CONTRACTOR'S DEPT. DIRECTOR/MANAGER DATE SIGNATURE SIGNATURE DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER *ADJUSTMENTS NEW CONTRACT AMOUNT ADJUSTMENTS CHANGE ORDER ESTIMATE IS HEREBY PAY THIS ADJUSTED AMOUNT *Adjustments: $ ❑ INCREASED $ ❑ DECREASED $ $ DEPARTMENT DIRECTOR'S SIGNATURE iJ L.J n LJ l EXHIBIT C NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGANIZATIONS NONDISCRIMINATION IN EMPLOYMENT TO: ALL EMPLOYEES AND TO: g' —'Ab (Name of Union or Organization) The undersigned currently holds contract(s) with ,44� c-iTLj op- F��.� WA-0 involving funds or credit of the City of Federal Way, Washington, o (a) subcontract(s) dith 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 COMPENSATION SELECTION 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. IComplaints may be submitted to: Christine Mullen, P.E. Street Systems Project Engineer City of Federal Way Public Works Department 33325 Eighth Avenue South Federal Way, WA 98063 (on ctor ors cont(actor) 06- 10 "1 lei, Date ,-I U r-, I n I I I� EXHIBIT D CERTIFICATE OF INSURANCE This is to certify to the City of Federal Way, Washington, that the following policies are in force for: Name of Insured Road Construction Northwest Inc. Address PO Box 188: Renton, WA 98057 Contract Title and /or Description of Job: Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School 1. GENERAL LIABILITY A. Commercial, General Liability Insurance, and Business Automobile Liability Insurance with limits of not less than: (1) Commercial General Liability Insurance with combined single limits of not less than Two Million and no /100 Dollars ($2,000,000.00) for bodily injury, including personal injury or death, products liability and property damage. (2) Business Automobile Liability Coverage (including any and all leased, owned, hired or non -owned vehicles used in any activities associated with this contract) with combined single limits of not less than Two Million and no /100 Dollars ($2,000,000.00) for bodily injury, including personal injury or death, and property damage. B. The following coverages are included in both Primary and Excess Liability Contracts. 1. Broad Form Property Damage Coverage YES ❑ NO ❑ 2. Blanket Broad Form Contractual YES ❑ NO ❑ 3. Stop -Gap Employer's Contingent Liability YES ❑ NO ❑ 4. Underground Damage, Collapse and Blasting or Explosion YES ❑ NO ❑ 5. Contractor's Protective YES ❑ NO ❑ 6. Personal Injury Liability (Libel, Slander, Defamation, etc.) YES ❑ NO ❑ 7. Products and Completed Operations YES ❑ NO ❑ 8. Non -owned and Hired Auto Coverage YES ❑ NO ❑ 9. Mobile Equipment YES ❑ NO ❑ 10. YES ❑ NO ❑ C. General Requirements of Policy(ies) shall include, but not be limited to: City of Federal Way is an additional named insured by endorsement as respects this contract and such insurance as is carried by the contractor is primary. 2. In the event of non - renewal, cancellation or material change in the coverage provided, thirty (30) days written notice shall be furnished the City of Federal Way prior to the date of non - renewal, cancellation or change, such notice to be sent to City of Federal Way Risk Manager, 33325 8th Avenue South, Federal Way, Washington 98003. City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 15 RFB # 14 -104 Bid Document March 2014 I � 3. City of Federal Way has no obligation to report occurrences unless a claim is filed ' with City of Federal Way; and City of Federal Way has no obligation to pay premiums. 4. The contractor's insurance policies contain a "cross liability" endorsement ' substantially as follows: The inclusion of more than one Insured under this policy shall not affect the ' rights of any Insured as respects any claim, suit or judgment made or brought by or for any other Insured or by or for any employee of any other Insured. This , policy shall protect each Insured in the same manner as though a separate policy had been issued to each, except that nothing herein shall operate to increase the company's liability beyond the amount or amounts for which the company would have been liable had only one Insured been named. ' Insurance Company(ies) Policy No. Effective Expires I, ' hereby certify that I am an Authorized Representative of the above named insurance company(ies); that I have read the foregoing Certificate of Insurance and know the contents thereof; and that the policies of Insurance listed above provide the insurance coverage required by this Certificate of Insurance. Subscribed and sworn to before me this Authorized Representative day of , 20_. The undersigned further certifies that the above signed is his authorized insurance representative. Contractor 2. COMPENSATION INSURANCE The following coverages are provided as indicated: A. Workman's Compensation Act of the State of Washington (Account No. ) B. United States Longshoremen's and Harborworker's Compensation Act: YES ❑ NO ❑ Insurance ComDanvfles) Policv No. Effective Expires City of Federal Way RFB # 14 -104 Federal Way High and Sacajawea Bid Document Middle School Pedestrian Connection Safe Routes to School Page 16 March 2014 I, ' hereby certify that I am an Authorized Representative of the above named insurance company(ies); that I have read the foregoing Certificate of Insurance and know the contents thereof; and that the policies of insurance listed above provide the insurance coverage required by this Certificate of Insurance. Authorized Representative Subscribed and sworn to before me this day of , 20_. (printed /typed name of notary) Notary Public in and for the State of Washington My commission expires: The undersigned further certifies that the above signed is his authorized insurance representative. Contractor City of Federal Way Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School Page 17 RFB # 14 -104 Bid Document March 2014 1 1 1 II rtlon+ 4nrA77 Exhibit D Mf f'Af`M.IC7 ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDNYYY) 05/27/2014 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 Propel Insurance CONTACT Monica Parks NAME: PHONE g00 499 -0933 FAX o Ext : ac No :866.577.1326 Tacoma Commercial Insurance 1201 Pacific Suite 1000 Tacoma, WA Ave, ve, S E-MAIL ADDRESS: map @propelinsurance.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Charter Oak Fire Insurance Comp $1.000.000 INSURED Travelers Property Casualty of MED EXP (Any one person) Road Construction Northwest Inc dba RCNW Road Construction Southwest Inc dba RCSW -INSURERS: INSURER C: Travelers Indemnity Co of Conne $1,000,000 • WA Stop Gap PO Box 188 INSURER D : GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X PRO LOC PRODUCTS - COMP /OP AGG $ 2,000,000 Renton, WA 98057 INSURER E : C INSURER F LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS X NON -OWNED AUTOS COVERAGES t^_FRTIFirATF NIIMRFR- RFVISInm NIIMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL I SR SUBR WVD POLICY NUMBER POLICY EFF MM/DD POLICY EXP MM/DD LIMITS A GENERAL LIABILITY • COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR • PD Ded: $5,000 X X DTC08B33735000F14 5/15/2014 05/15/2015 EACH OCCURRENCE $1.000.000 PREMISES E. occurrence $ 30O OOO MED EXP (Any one person) $10,000 PERSONAL & ADV INJURY $1,000,000 • WA Stop Gap GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X PRO LOC PRODUCTS - COMP /OP AGG $ 2,000,000 $ C AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS X NON -OWNED AUTOS X X BA81333735014CNS D511512014 05115/2015 COMBINED SINGLE LIMIT Ea accident) 1 r000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ X PROPERTY DAMAGE Per accident $ $ B X UMBRELLA UAB EXCESS LIAB X OCCUR CLAIMS -MADE X X DTSMCUP8B337350TIL 5/1512014 05/15/2015 EACH OCCURRENCE s6,000,000 AGGREGATE s6,000,000 DED I X RETENTION $1 O 000 $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORMARTNER/EXECUTIVE YIN OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A DTEUB8B337350 CA, NM, TX 5/15/2014 05/15/201 X WC STATU- OTH- E.L. EACH ACCIDENT $11,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT s1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) RE: FWHS S Sacajawea MS Pedestrian Connection Safe Routes to Schools Project / SRTS- 0443(006). The City of Federal Way is additional insured per the attached endorsement. City of Federal Way SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 33325 8th Ave South ACCORDANCE WITH THE POLICY PROVISIONS. Federal Way, WA 98003 AUTHORIZED REPRESENTATIVE � 0 ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD IOS1410165IM1409967 KTR00 1 1 11 0 1 1 1 1 Road Construction Northwest Inc dba RCNW DTC08B33735000F14 COMMERCIAL GENERAL LIABILITY THiS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY BLANKET ADDITIONAL INSURED (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. WHO IS AN INSURED — (Section 11) is amended to include any person or organization that you agree in a "written contract requiring insurance" to include as an additional insured on this Cover- age Part, but: a) Only with respect to liability for "bodily injury", "property damage" or "personal injury"; and b) If, and only to the extent that, the injury or damage is caused by acts or omissions of you or your subcontractor in the performance of "your work" to which the "written contract requiring insurance" applies. The person or organization does not qualify as an additional insured with respect to the independent acts or omissions of such person or organization. 2. The insurance provided to the additional insured by this endorsement is limited as follows: a) in the event that the Limits of insurance of this Coverage Part shown In the Declarations exceed the limits of liability required by the "written contract requiring insurance ", the in- surance provided to the additional insured shall be limited to the limits of liability re- quired by that "written contract requiring in- surance". This endorsement shall not in- crease the limits of insurance described in Section Ill — Limits Of Insurance. b) The insurance provided to the additional in- sured does not apply to "bodily injury", "prop- erty damage" or "personal injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or sur- veying services, including: I. The preparing, approving, or failing to prepare or approve, maps, shop draw- ings, opinions, reports, surveys, field or- ders or change orders, or the preparing, approving, or failing to prepare or ap- prove, drawings and specifications; and ii. Supervisory, inspection, architectural or engineering activities. CG D2 46 08 05 c) The insurance provided to the additional in- sured does not apply to "bodily injury" or "property damage" caused by "your work" and included in the "products - completed op- erations hazard" unless the "written contract requiring insurance" specifically requires you to provide such coverage for that additional insured, and then the insurance provided to the additional insured applies only to such "bodily injury" or "property damage" that oc- curs before the end of the period of time for which the "written contract requiring insur- ance" requires you to provide such coverage or the end of the policy period, whichever is earlier. 3. The insurance provided to the additional insured by this endorsement is excess over any valid and collectible 'other insurance ", whether primary, excess, contingent or on any other basis, that is available to the additional insured for a loss we cover under this endorsement. However, if the "written contract requiring insurance" specifically requires that this insurance apply on a primary basis or a primary and non - contributory basis, this insurance is primary to "other insurance" available to the additional insured which covers that person or organization as a named insured for such loss, and we will not share with that "other insurance ". But the insurance provided to the additional insured by this endorsement still is excess over any valid and collectible 'other in- surance", whether primary, excess, contingent or on any other basis, that is available to the addi- tional insured when that person or organization is an additional insured under such "other insur- ance". 4. As a condition of coverage provided to the additional insured by this endorsement: a) The additional insured must give us written notice as soon as practicable of an "occur- rence" or an offense which may result in a claim. To the extent possible, such notice should include: 0 2005 The St. Paul Travelers Companies, Inc. Page 1 of 2 1 1 t 1 t Road Construction Northwest Inc dba RCNW D`M08B33735000F14 COMMERCIAL GENERAL LIABILITY 1. How, when and where the "occurrence" or offense took place; ii. The names and addresses of any injured persons and witnesses; and iii. The nature and location of any injury or damage arising out of the "occurrence" or offense. b) If a claim is made or "suit" is brought against the additional insured, the additional insured must: I. Immediately record the specifics of the claim or "suit" and the date received; and Ii. Notify us as soon as practicable. The additional insured must see to it that we receive written notice of the claim or "suit" as soon as practicable. c) The additional insured must immediately send us copies of all legal papers received in connection with the claim or "suit", cooperate with us in the investigation or settlement of the claim or defense against the "suit ", and otherwise comply with all policy conditions. d) The additional insured must tender the de- fense and indemnity of any claim or "suit" to IPage 2 of 2 t any provider of "other insurance" which would cover the additional insured for a loss we cover under this endorsement. However, this condition does not affect whether the insur- ance provided to the additional insured by this endorsement is primary to "other insur- ance" available to the additional insured which covers that person or organization as a named insured as described in paragraph 3. above. 5. The following definition is added to SECTION V. — DEFINITIONS: "Written contract requiring insurance" means that part of any written contract or agreement under which you are required to include a person or organization as an additional in- sured on this Coverage Part, provided that the "bodily injury" and "property damage" oc- curs and the "personal injury" is caused by an offense committed: a. After the signing and execution of the contract or agreement by you; b. While that part of the contract or agreement is in effect; and c. Before the end of the policy period. 0 2005 The St. Paul Travelers Companies, Inc. CG D2 46 08 05 Road Construction Northwest Inc dba RCNW DTCOBB33735000F14 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ' CONTRACTORS XTEND ENDORSEMENT ' This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE —This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. Aircraft Chartered With Pilot H. Blanket Additional Insured — Lessors Of Leased 1 13. Damage To Premises Rented To You Equipment C. Increased Supplementary Payments 1. Blanket Additional Insured — States Or Political Subdivisions — Permits D. Incidental Medical Malpractice J. Knowledge And Notice Of Occurrence Or Offense E. Who Is An Insured — Newly Acquired Or Formed K. Unintentional Omission Organizations F. Who Is An Insured — Broadened Named Insured — Unnamed Subsidiaries r G. Blanket Additional Insured - Owners, Managers Or Lessors Of Premises PROVISIONS A. B. AIRCRAFT CHARTERED WITH PILOT The following is added to Exclusion g., Aircraft, Auto Or Watercraft, in Paragraph 2. of SECTION 1 — COVERAGES — COVERAGE A BODILY IN- JURY AND PROPERTY DAMAGE LIABILITY: This exclusion does not apply to an aircraft that is: (a) Chartered with a pilot to any insured; (b) Not owned by any insured; and (c) Not being used to carry any person or prop- erty for a charge. DAMAGE TO PREMISES RENTED TO YOU 1. The first paragraph of the exceptions in Ex- clusion j., Damage To Property, in Para- graph 2. of SECTION I — COVERAGES — COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY is deleted. 2. The following replaces the last paragraph of Paragraph 2., Exclusions, of SECTION I — COVERAGES — COVERAGE A. BODILY lCG D3 16 11 11 L Blanket Waiver Of Subrogation M. Amended Bodily Injury Definition N. Contractual Liability — Railroads INJURY AND PROPERTY DAMAGE LI- ABILITY: Exclusions c. and g. through n. do not apply to "premises damage ". Exclusion E(1)(a) does not apply to "premises damage" caused by: a. Fire; b. Explosion; c. Lightning; d. Smoke resulting from such fire, explosion, or lightning; or e. Water, unless Exclusion f. of Section I — Coverage A — Bodily injury And Property Damage Liability is replaced by another endorsement to this Coverage Part that has Exclusion — All Pollu- tion Injury Or Damage or Total Pollution Ex- clusion in its title. A separate limit of insurance applies to premises damage as described in Para- graph 6. of SECTION III — LIMITS OF IN- SURANCE. ® 2011 The Travelers Indemnity Company. All tights reserved. Page 1 of 6 1 IPage 2 of 6 1 ® 2011 The Travelers Indemnity Company. All rights reserved. CG D3 16 1111 Road Construction Northwest Inc dba RCNW ' DTCOBB33735000F14 COMMERCIAL GENERAL LIABILITY 3. The followin g P Paragraph replaces Para ra h 6. of SEC- C. INCREASED SUPPLEMENTARY PAYMENTS ' TION III — LIMITS OF INSURANCE: Subject to 5. above, the Damage To Prem- 1. The following replaces Paragraph 1.b. of SUPPLEMENTARY PAYMENTS — COVER - ises Rented To You Limit is the most we will AGES A AND B of SECTION I — COVER - pay under Coverage A for damages because AGE: of "premises damage" to any one premises. b. Up to $2,500 for the cost of bail bonds 1 The Damage To Premises Rented To You required because of accidents or traffic Limit will apply to all "property damage" law violations arising out of the use of any proximately caused by the same occur- vehicle to which the Bodily Injury Liability rence , whether such damage results from: Coverage applies. We do not have to fur - ' fire; explosion; lightning; smoke resulting from nish these bonds. such fire, explosion, or lightning; or water, or 2. The following replaces Paragraph 1.d. of any combination of any of these causes. SUPPLEMENTARY PAYMENTS — COVER - The Damage To Premises Rented To You AGES A AND B of SECTION I — COVER - Limit will be: AGES: a. The amount shown for the Damage To d. All reasonable expenses incurred by the Premises Rented To You Limit on the insured at our request to assist us In the Declarations of this Coverage Part; or investigation or defense of the claim or b. $300,000 if no amount is shown for the "suit", including actual loss of earnings up Damage To Premises Rented To You to $500 a day because of time off from ' Limit on the Declarations of this Coverage work. Part. D. INCIDENTAL MEDICAL MALPRACTICE 4. The following replaces Paragraph a. of the 1. The following is added to the definition of "oc definition of "insured contract' in the DEFINI- currence" in the DEFINITIONS Section: TIONS Section: "Occurrence" also means an act or omission a. A contract for a lease of premises. How committed in providing or failing to provide ever, that portion of the contract for a "Incidental medical services ", first aid or lease of premises that indemnifies any "Good Samaritan services" to a person. person or organization for "premises damage" is not an "insured contract"; 2. The following is added to Paragraph 2.a.(1) of SECTION 11— WHO IS AN INSURED: 5. The following is added to the DEFINITIONS Paragraph (1)(d) above does not apply to Section: "bodily injury" arising out of providing or fail- "Premises damage" means "property dam- ing to provide: age" to: (i) "Incidental medical services" by any of a. Any premises while rented to you or tem- your "employees" who is a nurse practi- poradly occupied by you with permission tioner, registered nurse, licensed practical of the owner, or b. The contents of any premises while such nurse, nurse assistant, emergency medi- cal technician or paramedic; or premises is rented to you, if you rent such (ii) First aid or "Good Samaritan services" by premises for a period of seven or fewer any of your "employees" or "volunteer consecutive days. workers ", other than an employed or vol- 6. The following replaces Paragraph 4.b.(1)(b) unteer doctor. Any such "employees" or of SECTION IV — COMMERCIAL GENERAL "volunteer workers" providing or failing to 1 LIABILITY CONDITIONS: (b) That is insurance for "premises damage'; provide first aid or "Good Samaritan ser- vices" during their work hours for you will or be deemed to be acting within the scope 7. Paragraph 4.b.(1)(c) of SECTION IV — of their employment by you or performing ' COMMERCIAL GENERAL LIABILITY CON- duties related to the conduct of your busi- DITIONS is deleted. ness. 1 IPage 2 of 6 1 ® 2011 The Travelers Indemnity Company. All rights reserved. CG D3 16 1111 1 Road Construction Northwest Inc dba RCNW DTC08633735000F14 COMMERCIAL GENERAL LIABILITY form, 3. The following is added to Paragraph 5. of 4. Any organization you newly acquire or SECTION III — LIMITS OF INSURANCE: other than a partnership, joint venture or lim- For the purposes of determining the applica- ited liability company, of which you are the ble Each Occurrence Limit, all related acts or sole owner or in which you maintain the ma- omissions committed in providing or failing to jority ownership interest, will qualify as a provide "incidental medical services ", first aid Named Insured if there is no other insurance or "Good Samaritan services" to any one per- which provides similar coverage to that Or- son will be deemed to be one "occurrence ". ganization. However. 4. The following exclusion is added to Para- a. Coverage under this provision is afforded graph 2., Exclusions, of SECTION 1— COW only: ERAGES — COVERAGE A BODILY INJURY (1) Until the 180th day after you acquire or AND PROPERTY DAMAGE LIABILITY: form the organization or the end of the Sale Of Pharmaceuticals "Bodily injury" "property damage" arising policy period, whichever is earlier, if you do not report such organization In writing or out of the willful violation of a penal statute or to us within 180 days after you acquire or ordinance relating to the sale of pharmaceuti- form it; or cats committed by, or with the knowledge or (2) Until the end of the policy period, when 1 consent of, the insured. that date is later than 180 days after you 5. The following Is added to the DEFINITIONS acquire or form such organization, if you Section: Incidental medical services" means: wi n 180 day afterty u acquire or form it, and we agree in writing that it will con - a. Medical, surgical, dental, laboratory, x-ray tinue to be a Named Insured until the end or nursing service or treatment, advice or of the policy period; instruction, or the related furnishing of food or beverages; or b. Coverage A does not apply to "bodily injury" b. The furnishing or dispensing of drugs or or "property damage" that occurred before you acquired or formed the organization; and medical, dental, or surgical supplies or appliances. c. Coverage B does not apply to "personal in- "Good Samaritan services" means any emer- jury' or "advertising injury" arising out of an offense committed before you acquired or gency medical services for which no compen- sation is demanded or received. formed the organization. 6. The following is added to Paragraph 4.b., Ex- F. WHO IS AN INSURED — BROADENED NAMED cess Insurance, of SECTION IV — COM- INSURED — UNNAMED SUBSIDIARIES MERCIAL GENERAL LIABILITY CONDI- The following is added to SECTION II — WHO IS TIONS: AN INSURED: The insurance is excess over any valid and Any of your subsidiaries, other than a partnership, collectible other insurance available to the in- sured, whether primary, excess, contingent or joint venture or limited liability company, that is on any other basis, that is available to any of not shown as a Named Insured in the Declara- your "employees" or "volunteer workers" for "bodily tions is a Named Insured if you maintain an own - ership interest of more than 50% In such subsidi- injury" that arises out of providing or failing to provide "incidental medical ser- ary on the first day of the policy period. vices ", first aid or "Good Samaritan services" No such subsidiary is an insured for "bodily injury' to any person to the extent not subject to or "property damage" that occurred, or "personal ' Paragraph 2.a.(1) of Section 11 — Who Is An injury" or "advertising injury" caused by an of- Insured. fense committed after the date, if any, during the E. WHO IS AN INSURED — NEWLY ACQUIRED policy period, that you no longer maintain an OR FORMED ORGANIZATIONS ownership interest of more than 50% in such sub- The following replaces Paragraph 4. of SECTION sidiary. 11— WHO IS AN INSURED: CG D3 16 1111 0 2011 The Travelers Indemnity Company. All rights reserved. Page 3 of 6 1 Road Construction Northwest Inc dba RCNW DTCOBB33735000F14 COMMERCIAL GENERAL LIABILITY LESSORS G. BLANKET ADDITIONAL INSURED — OWNERS, H. BLANKET ADDITIONAL INSURED — MANAGERS OR LESSORS OF PREMISES OF LEASED EQUIPMENT The following Is added to SECTION 11— WHO IS The following is added to SECTION 11— WHO IS AN INSURED: AN INSURED: Any person or organization that is a premises Any person or organization that is an equipment owner, manager or lessor and that you have lessor and that you have agreed In a written con - agreed in a written contract or agreement to in- tract or agreement to include as an insured on clude as an additional insured on this Coverage this Coverage Part is an insured, but only with re- Part is an insured, but only with respect to liability spect to liability for "bodily injury", "property dam- for "bodily injury", "property damage ", "personal age ", "personal injury" or "advertising injury" that: injury" or "advertising injury" that a. Is "bodily injury" or "property damage" that ,� „ a. Is bodily injury" or property damage that occurs, or is "personal injury" or "advertising occurs, or is "personal injury" or "advertising injury" caused by an offense that is commit- injury" caused by an offense that is commit- ted, subsequent to the execution of that con - ted, subsequent to the execution of that con- tract or agreement; and tract or agreement; and b• Is caused, in whole or t part, by your acts or b. Arises out of the ownership, maintenance or omissions in the maintenance, operation or use of that part of any premises leased to use of equipment leased to you by such you• equipment lessor. The insurance provided to such premises owner, The insurance provided to such equipment lessor manager or lessor is subject to the following pro- is subject to the following provisions: visions: a. The limits of insurance provided to such a. The limits of insurance provided to such equipment lessor will be the minimum limits premises owner, manager or lessor will be which you agreed to provide in the written the minimum limits which you agreed to pro- contract or agreement, or the limits shown on Vide in the written contract or agreement, or the Declarations, whichever are less. the limits shown on the Declarations, which- b. The insurance provided to such equipment ever are less. lessor does not apply to any "bodily injury" or b. The insurance provided to such premises "property damage" that occurs, or "personal owner, manager or lessor does not apply to: injury' or "advertising injury" caused by an of- (1) Any "bodily injury" or "property damage" fense that is committed, after the equipment that occurs, or "personal injury" or "adver- lease expires. Using injury" caused by an offense that is c. The insurance provided to such equipment committed, after you cease to be a tenant lessor is excess over any valid and collectible In that premises; or other insurance available to such equipment (2) Structural alterations, new construction or lessor, whether primary, excess, contingent demolition operations performed by or on or on any other basis, unless you have behalf of such premises owner, lessor or agreed in the written contract or agreement manager. that this insurance must be primary to, or c. The insurance provided to such premises non - contributory with, such other insurance, in which case this insurance will be primary L owner, manager or lessor is excess over any to, and non - contributory with, such other in- valid and collectible other insurance available to such premises owner, manager or lessor, surance. whether primary, excess, contingent or on I. BLANKET ADDITIONAL INSURED — STATES any other basis, unless you have agreed in OR POLITICAL SUBDIVISIONS — PERMITS the written contract or agreement that this in- The following is added to SECTION II — WHO IS surance must be primary to, or non- AN INSURED: contributory with, such other insurance, in which case this insurance will be primary to, Any state or political subdivision that has issued a and non - contributory with, such other insur- permit in connection with operations performed by ance. you or on your behalf and that you are required Page 4 of 6 0 2011 The Travelers Indemnity Company. All rights reserved. CG D3 16 1111 1 Road Construction Northwest Inc dba RCNW DTC08B33735000F14 COMMERCIAL GENERAL LIABILITY by an ordinance, law or building code to include Y ( € €) A manager of any limited liability as an additional insured on this Coverage Part Is company; or I an insured, but only with respect to liability for (iii) An executive officer or director of "bodily injury", "property damage ", "personal in- any other organization; jury" or "advertising injury" arising out of such op- that is your partner, joint venture erations. The insurance provided to such state or political member or manager, or (b) Any "employee" authorized by such subdivision does not apply to: partnership, joint venture, limited li- a. Any "bodily injury," " property damage," "per- ability company or other organization sonal injury" or "advertising injury" arising out to give notice of an "occurrence" or of operations performed for that state or po- offense. liticai subdivision; or (3) Notice to us of such "occurrence" or of an b. Any "bodily injury" or "property damage" in- "products offense will be deemed to be given as if it is in cluded in the - completed operations soon as practicable given good hazard ". faith as soon as practicable to your work- J. KNOWLEDGE AND NOTICE OF OCCUR - ers' compensation insurer. This applies RENCE OR OFFENSE only if you subsequently give notice to us The following is added to Paragraph 2., Duties In of the "occurrence" or offense as soon as practicable after any of the persons de- The Event of Occurrence, Offense, Claim or scribed in Paragraphs e. (1) or (2) above Suit, of SECTION IV — COMMERCIAL GEN- discovers that the "occurrence" or offense ERAL LIABILITY CONDITIONS: may result in sums to which the Insurance e. The following provisions apply to Paragraph provided under this Coverage Part may a. above, but only for the purposes of the in- apply surance provided under this Coverage Part to However, if this Coverage Part includes an en- you or any insured listed in Paragraph 1. or 2. dorsement that provides limited coverage for of Section Ii —Who Is Insured: (1) Notice to us of such "occurrence" or of- "bodily injury" or "property damage" or pollution costs arising out of a discharge, release or es- fense must be given as soon as practica- cape of "pollutants" which contains a requirement ble only after the "occurrence" or offense that the discharge, release or escape of "pollut- is known by you (if you are an individual), ants" must be reported to us within a specific any of your partners or members who is number of days after its abrupt commencement, an Individual (if you are a partnership or this Paragraph e. does not affect that require - joint venture), any of your managers who ment. is an individual (if you are a limited liability K. UNINTENTIONAL OMISSION company), any of your "executive offi- cers" or directors (if you are an organiza- The following is added to Paragraph S., Repre- lion other than a partnership, joint venture sentations, of SECTION IV — COMMERCIAL or limited liability company) or any "em- GENERAL LIABILITY CONDITIONS: pioyee" authorized by you to give notice The unintentional omission of, or unintentional of an "occurrence" or offense. error in, any information provided by you which (2) If you are a partnership, joint venture or we relied upon in issuing this policy will not preju- dice rights this insurance. However, limited liability company, and none of your your under partners, joint venture members or man- this provision does not affect our right to collect agers are individuals, notice to us of such additional premium or to exercise our rights of 1 "occurrence" or offense must be given as cancellation or nonrenewal in accordance with soon as practicable only after the "occur- applicable insurance laws or regulations. rence" or offense is known by: L. BLANKET WAIVER OF SUBROGATION (a) Any individual who is: The following is added to Paragraph 8., Transfer Others To Us, ( €) A partner or member of any part- Of Rights Of Recovery Against nership or joint venture; of SECTION IV — COMMERCIAL GENERAL Ll- ABILITY CONDITIONS: CG D3 16 11 11 a 2D11 The Travelers Indemnity Company. All rights resented. Page 5 of 6 1 1 t 1 1 1 1 Pi 1 t Road Construction Northwest Inc dba RCNW DTCOBB33735000F14 COMMERCIAL GENERAL LIABILITY If the insured has agreed in a contract or agree- ment to waive that Insured's right of recovery against any person or organization, we waive our right of recovery against such person or organiza- tion, but only for payments we make because of. a. "Bodily injury" or "property damage" that oc- curs; or b. "Personal injury" or "advertising injury' caused by an offense that is committed; subsequent to the execution of that contract or agreement. M. AMENDED BODILY INJURY DEFINITION The following replaces the definition of "bodily Injury" in the DEFINITIONS Section: Page 6 of 6 3. "Bodily injury" means bodily injury, mental anguish, mental injury, shock, fright, disability, humiliation, sickness or disease sustained by a person, including death resulting from any of these at any time. N. CONTRACTUAL LIABILITY— RAILROADS 1. The following replaces Paragraph c. of the definition of "insured contract' in the DEFINI- TIONS Section: c. Any easement or license agreement; 2. Paragraph f.(1) of the definition of "Insured contract" in the DEFINITIONS Section is de- leted. ® 2011 The Travelers Indemnity Company. All rights reserved. CG D316 1111 Road Construction Northwest Inc dba RCNW 05/15/2014 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY DESIGNATED PROJECT(S) GENERAL AGGREGATE LIMIT IThis endorsement modifies insurance provided under the following: c. Persons or organizations making claims or bringing "suits ". CG D2 ii 0104 Copyright, The Travelers Indemnity Company, 2004 013576 Page 1 of 2 COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Project Designated Project(s): General Aggregate(s): ANY DESIGNATED PROJECT(S) YOU ARE REQUIRED $GENERAL AGGREGATE TO INCLUDE A DESIGNATED PROJECT(S) GENERAL LIMIT SHOWN ON THE AGGREGATE LIMIT COVERAGE ON THIS POLICY BY A DECLARATIONS WRITTEN CONTRACT OR WRITTEN AGREEMENT IN EFFECT DURING THIS POLICY PERIOD AND SIGNED AND EXECUTED BY YOU PRIOR TO THE LOSS FOR WHICH COVERAGE IS SOUGHT. A. For all sums which the insured becomes le ally gay de under 3. Any payments ma der COVERAGE A. Obligated to pay as damages caused by "occur- for damages or under COVERAGE C, for rences" under COVERAGE A. (SECTION t), and medical expenses shall reduce the Desig- for all medical expenses caused by accidents un- nated Project General Aggregate Limit for der COVERAGE C (SECTION 1). which can be that designated "project ". Such payments "-- attributed only to operations at a single desig- shall not reduce the General Aggregate Limit nated "project" shown in the Schedule above: shown in the Declarations nor shall they re- _ 1. A separate Designated Project General Ag- duce any other Designated Project General .�., gregate Limit applies to each designated "pro- Aggregate Limit for any other designated "project" jest ", and that limit is equal to the amount of shown in the Schedule above. !'— the General Aggregate Limit shown in the 4. The limits shown in the Declarations for Each �= Declarations, unless separate Designated Occurrence, Damage To Premises Rented INS Project General Aggregate(s) are sched- To You and Medical Expense continue to uled above, apply. However, instead of being subject to a— 2. The Designated Project General Aggregate the General Aggregate Limit shown in the Limit is the most we will pay for the sum of all Declarations, such limits will be subject to the damages under COVERAGE A., except applicable Designated Project General Ag- .. = damages because of "bodily injury" or "prop- gregate Limit. erty damage" included in the "products- B. completed operations hazard ", and for medi- For all sums which the insured becomes legally obligated to pay as damages caused by "occur - cal expenses under COVERAGE C, regard- rences" under COVERAGE A. (SECTION 1), and less of the number of: for all medical expenses caused by accidents un- a. Insureds; der COVERAGE C. (SECTION 1 ), which cannot be attributed only to operations at a single desig- "project" nated shown in the Schedule above: c. Persons or organizations making claims or bringing "suits ". CG D2 ii 0104 Copyright, The Travelers Indemnity Company, 2004 013576 Page 1 of 2 f 1 t Road Construction Northwest Inc dba RCNW 05/15/2014 COMMERCIAL GENERAL LIABILITY 1. Any payments made under COVERAGE A. for damages or under COVERAGE C. for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products - Completed Operations Ag- gregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Desig- nated Project General Aggregate Limit. C. Part 2. of SECTION III — LIMITS OF INSURANCE is deleted and replaced by the following: 2. The General Aggregate Limit is the most we will pay for the sum of: a. Damages under Coverage B; and b. Damages from "occurrences" under COVERAGE A (SECTION I) and for all medical expenses caused by accidents under COVERAGE C (SECTION I) which cannot be attributed only to operations at a single designated "project" shown in the SCHEDULE above. D. When coverage for liability arising out of the "products- completed operations hazard" is pro- Page 2 of 2 vided, any payments for damages because of "bodily injury" or "property damage" included in the "products - completed operations hazard" will reduce the Products - Compieted Operations Ag- gregate Limit, and not reduce the General Aggre- gate Limit nor the Designated Project General Aggregate Limit. E. For the purposes of this endorsement the Defini- tions Section is amended by the addition of the following definition: "Project" means an area away from premises owned by or rented to you at which you are per- forming operations pursuant to a contract or agreement. For the purposes of determining the applicable aggregate limit of insurance, each "project" that includes premises involving the same or connecting lots, or premises whose con- nection is interrupted only by a street, roadway, waterway or right -of -way of a railroad shall be considered a single "project ". F. The provisions of SECTION III — LIMITS OF INSURANCE not otherwise modified by this en- dorsement shall continue to apply as stipulated. Copyright, The Travelers Indemnity Company, 2004 CG D211 0104 I r, COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement GENERAL DESCRIPTION OF COVERAGE —This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and Is not covered. A. BROAD FORM NAMED INSURED B. BLANKET ADDITIONAL INSURED C. EMPLOYEE HIRED AUTO D. EMPLOYEES AS INSURED E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS F. HIRED AUTO — LIMITED WORLDWIDE COVERAGE — INDEMNITY BASIS G. WAIVER OF-DEDUCTIBLE —GLASS IPROVISIONS Road Construction Northwest Inc dba RCNW BA8B33735014CNS I r, COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement GENERAL DESCRIPTION OF COVERAGE —This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and Is not covered. A. BROAD FORM NAMED INSURED B. BLANKET ADDITIONAL INSURED C. EMPLOYEE HIRED AUTO D. EMPLOYEES AS INSURED E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS F. HIRED AUTO — LIMITED WORLDWIDE COVERAGE — INDEMNITY BASIS G. WAIVER OF-DEDUCTIBLE —GLASS IPROVISIONS The following is added to Paragraph c. in A.1., Who is An Insured, of SECTION Il — LIABILITY COVERAGE: Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT t. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT J. PERSONAL EFFECTS K. AIRBAGS L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS M. BLANKET WAIVER OF SUBROGATION N. UNINTENTIONAL ERRORS OR OMISSIONS executed by you before the "bodily injury" or "property damage" occurs and that is in effect during the policy period, to be named as an addi- tional insured is an "insured" for Liability Cover- age, but only for damages to which this insurance applies and only to the extent that person or or- ganization qualifies as an "insured" under the Who Is An insured provision contained In Section It. C. EMPLOYEE HIRED AUTO 1. The following Is added to Paragraph A.1., Who Is An Insured, of SECTION 11 — LI- ABILITY COVERAGE: An "employee" of yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your busi- ness. CA T3 53 0212 ® 2010 The Travelers indemnity Company Page 1 of 4 Includes copyrighted material of Insurance Services 0111ce. Inc. with its permission. A. BROAD FORM NAMED INSURED The following is added to Paragraph A.1., Who Is An Insured, of SECTION II — LIABILITY COV- ERAGE: Any organization you newly acquire or form dur- I ing the policy period over which you maintain 50% or more ownership interest and that is not separately insured for Business Auto Coverage. Coverage under this provision is afforded only un- til the I80th day after you acquire or form the or- ganization or the end of the policy period, which - ever is earlier. B. BLANKET ADDITIONAL INSURED The following is added to Paragraph c. in A.1., Who is An Insured, of SECTION Il — LIABILITY COVERAGE: Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT t. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT J. PERSONAL EFFECTS K. AIRBAGS L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS M. BLANKET WAIVER OF SUBROGATION N. UNINTENTIONAL ERRORS OR OMISSIONS executed by you before the "bodily injury" or "property damage" occurs and that is in effect during the policy period, to be named as an addi- tional insured is an "insured" for Liability Cover- age, but only for damages to which this insurance applies and only to the extent that person or or- ganization qualifies as an "insured" under the Who Is An insured provision contained In Section It. C. EMPLOYEE HIRED AUTO 1. The following Is added to Paragraph A.1., Who Is An Insured, of SECTION 11 — LI- ABILITY COVERAGE: An "employee" of yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your busi- ness. CA T3 53 0212 ® 2010 The Travelers indemnity Company Page 1 of 4 Includes copyrighted material of Insurance Services 0111ce. Inc. with its permission. Road Construction Northwest Inc dba RCNW BA81333735014CNS COMMERCIAL AUTO j2. The following replaces Paragraph b. in B.S., within such country or jurisdiction, for Liability Other Insurance, of SECTION IV — BUSI- Coverage for any covered "auto" that you NESS AUTO CONDITIONS: lease, hire, rent or borrow without a driver for b. For Hired Auto Physical Damage Cover- period of 30 days or less and that is not an age, the following are deemed to be cov- 1a auto you lease, hire, rent or barrow from "employees ", aged "autos" you own: (1) Any covered "auto" you lease, hire, any of your partners (if you are a partnership), members (if you are a limited liability members of their house - company) or rent or borrow; and holds. (2) Any covered "auto" hired or rented by (a) With respect to any claim made or "suit" your "employee" under a contract in brought outside the United States of that individual "employee's" name, America, the territories and possessions with your permission, while perform- of the United States of America, Puerto ing duties related to the conduct of Rico and Canada: your business. (i) You must arrange to defend the "in- However, any "auto" that is leased, hired, sured" against, and investigate or set- rented or borrowed with a driver is not a tle any such claim or "suit" and keep covered "auto ". us advised of all proceedings and ac- D. EMPLOYEES AS INSURED lions. The following is added to Paragraph A.1., Who Is (ii) Neither you nor any other involved An Insured, of SECTION II — UABILITY COV- "insured" will make any settlement ERAGE: without our consent Any "employee" of yours is an "insured" while us- (ill) We may, at our discretion, participate ing a covered "auto" you don't own, hire or borrow in defending the "insured" against, or in your business or your personal affairs. in the settlement of, any claim or E. SUPPLEMENTARY PAYMENTS — INCREASED "suit". LIMITS (Iv) We will reimburse the "insured" for sums that the "insured" legally must 1. The following replaces Paragraph A.2.a.(2), pay as damages because of "bodily of SECTION II — LIABILITY COVERAGE: injury" or "property damage" to which (2) Up to $3,000 for cost of ball bonds (in- this insurance applies, that the "in- cluding bonds for related traffic law viola- sured" pays with our consent, but flans) required because of an "accident" only up to the limit described in Para - we cover. We do not have to fumish graph C., Limit Of Insurance, of SEC - these bonds. TION 11— LIABILITY COVERAGE. 2. The following replaces Paragraph A.2.a.(4), (v) We will reimburse the "insured" for of SECTION 11— LIABILITY COVERAGE: the reasonable expenses incurred (4) All reasonable expenses incurred by the with our consent for your investiga- "Insured" at our request, including actual tion of such claims and your defense loss of earnings up to $500 a day be- of the "insured" against any such cause of time off from work. "suit", but only up to and included within the limit described in Para- F. HIRED AUTO — LIMITED WORLDWIDE COV- graph C., Limit Of Insurance, SECTION II — LIABILITY COVER- The following replaces Subparagraph (5) in Para- AGE, and not in addition to such limit. graph B.7., Policy Period, Coverage Territory, Our duty to make such payments of SECTION IV — BUSINESS AUTO CONDI- ends when we have used up the ap- TIONS: plicable limit of insurance in pay - (S) Anywhere in the world, except any country or ments for damages, settlements or jurisdiction while any trade sanction, em- defense expenses. bargo, or similar regulation Imposed by the (b) This insurance is excess over any valid United States of America applies to and pro- and collectible other insurance available hibits the transaction of business with or Page 2 of 4 0 2010 The Travelers Indemnity Company CA T3 53 0212 Includes copyrighted material of insurance services Office, Inc. with its permission. t k 1 t 1 1 Road Construction Northwest Inc dba RCNW BA8B33735014CNS to the "insured" whether primary, excess contingent or on any other basis. (c) This insurance is not a substitute for re- quired or compulsory insurance in any country outside the United States, its ter- ritories and possessions, Puerto Rico and Canada. You agree to maintain all required or compulsory insurance in any such coun- try up to the minimum limits required by local law. Your failure to comply with compulsory insurance requirements will not invalidate the coverage afforded by this policy, but we will only be liable to the same extent we would have been liable had you complied with the compulsory in- surance requirements. (d) It is understood that we are not an admit- ted or authorized insurer outside the United States of America, its territories and possessions, Puerto Rico and Can- ada. We assume no responsibility for the furnishing of certificates of insurance, or for compliance in any way with the laws of other countries relating to insurance. G. WAIVER OF DEDUCTIBLE —GLASS The following is added to Paragraph D., De- ductible, of SECTION III — PHYSICAL DAMAGE COVERAGE: No deductible for a covered "auto" will apply to glass damage if the glass is repaired rather than replaced. H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT The following replaces the last sentence of Para- graph A.4.b., Loss Of Use Expenses, of SEC- TION Ill — PHYSICAL DAMAGE COVERAGE: However, the most we will pay for any expenses for loss of use is $65 per day, to a maximum of $750 for any one "accident". I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT The following replaces the first sentence in Para- graph A.4.a., Transportation Expenses, of SECTION III — PHYSICAL DAMAGE COVERA- GE: We will pay up to $50 per day to a maximum of $1,500 for temporary transportation expense in- curred by you because of the total theft of a cov- ered "auto" of the private passenger type. COMMERCIAL AUTO J. PERSONAL EFFECTS The following is added to Paragraph A.4., Cover- age Extensions, of SECTION ill — PHYSICAL DAMAGE COVERAGE: Personal Effects We will pay up to $400 for "loss" to wearing ap- parel and other personal effects which are: (1) Owned by an "Insured'; and (2) In or on your covered "auto". This coverage applies only in the event of a total theft of your covered "auto ". No deductibles apply to this Personal Effects coverage. K. AIRBAGS The following is added to Paragraph B.3., Exclu- sions, of SECTION Ill — PHYSICAL DAMAGE COVERAGE: Exclusion 3.a. does not apply to "loss" to one or more a €rbags in a covered "auto" you own that in- flate due to a cause other than a cause of "loss" set forth in Paragraphs A.1.b. and A.1.c., but only: a. If that "auto" is a covered "auto" for Compre- hensive Coverage under this policy; b. The airbags are not covered under any war- ranty; and c. The a €rbags were not intentionally inflated. We will pay up to a maximum of $1,000 for any one "loss". L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS The following Is added to Paragraph A.2.a., of SECTION IV — BUSINESS AUTO CONDITIONS: Your duty to give us or our authorized representa- tive prompt notice of the "accident" or "loss" ap- plies only when the "accident" or "loss" is known to: (a) You (if you are an individual); (b) A partner (if you are a partnership); (c) A member (if you are a limited liability com- pany); (d) An executive officer, director or insurance manager (if you are a corporation or other or- ganization); or (e) Any "employee" authorized by you to give no- tice of the "accident" or "loss". CA T3 53 0212 C 2010 The Travelers Indemnity Company Page 3 of 4 includes copyrighted material of insurance Services Office, Inc. with its permission. 1 1 Road Construction Northwest Inc dba RCNW BA81333735014CNS COMMERCIAL AUTO M. BLANKET WAIVER OF SUBROGATION The following replaces Paragraph A.5., Transfer Of Rights Of Recovery Against Others To Us, of SECTION IV — BUSINESS AUTO CONDI- N. TIONS: 5. Transfer Of Rights Of Recovery Against Others To Us We waive any right of recovery we may have against any person or organization to the ex- tent required of you by a written contract signed and executed prior to any "accident" or "loss ", provided that the "accident" or "loss" arises out of operations contemplated by such contract. The waiver applies only to the person or organization designated in such contract UNINTENTIONAL ERRORS OR OMISSIONS The following is added to Paragraph B.2., Con- cealment, Misrepresentation, Or Fraud, of SECTION IV -- BUSINESS AUTO CONDITIONS: The unintentional omission of, or unintentional error in, any information given by you shall not prejudice your rights under this insurance. How- ever this provision does not affect our right to col- lect additional premium or exercise our right of cancellation or non - renewal. Page 4 of 4 0 2010 The Travelers Indemnity Company CA T3 53 0212 Includes copyrighted material of Insurance Services Office, Inc. with Us permission. I 1 r t UMBRELLA POLICY NUMBER: DTSMCUP8B337350TIL ISSUE DATE: - THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL EXCESS LIABILITY (UMBRELLA) INSURANCE SCHEDULE Name of Person(s) or Organization(s): City of Federal Way 33325 8th Ave South Federal Way, WA 98003 We waive any rights of recovery we may have against any person(s) or organization(s) shown in the Sched- u[e above because of payments we make for "bodily injury", "property damage ", "personal Injury" or "adver- tising injury" arising out of: a. Premises owned by you, temporarily occupied by you with permission of the owner, or leased or rented to you; b. Ongoing operations performed by you, or on your behalf, under a contract or agreement with that person or organization; IUM 04 69 04 08 c. "Your work" or "your products" within the "prod- ucts- completed operations hazard "; or d. The "auto hazard ". We waive these rights only when: you have agreed to do so as part of a written contract or agreement en- tered into by you before, and in effect when, the "bod- ily injury" or "property damage" occurs, or the "per- sonal injury" offense or "advertising injury" offense is committed. The waiver applies only to the person(s) or organiza- tions) shown In the Schedule above. ® 2006 The Travelers Companies, Inc. Page 1 of 1 7 1 EXHIBIT E Bond No. S416987 CITY OF FEDERAL WAY PERFORMANCE /PAYMENT BOND KNOW ALL PEOPLE BY THESE PRESENTS: We, the undersigned Road Construction NQrt west. Inc. ( "Principal") and Employers Mutual Casualty Company the undersigned corporation organized and existing under the laws of the State of Iowa and legally doing business in the State of Washington as a surety (-Surety's, are held and firmly bonded unto the City of Federal Way, a Washington municipal corporation ("City' } in the penal sum of Five hundred ninety three thousand, six hundred eighty six Dollars and no /100 ($593,686.00 ) for the payment of which we firmly bind ourselves and our legal representatives, heirs, successors and assigns, jointly and severally. This obligation is entered into an Agreement with the City dated d i C Ili L(% . 2014 for the Federal Way High and Sacaiawea Middle School Redesstrian Connection Safe Routes to Schools Project. NOW, THEREFORE, if the Principal shall perform all the provisions of the 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 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 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 specified in the Agreement within a period of one (1) year after its final acceptance thereof by the City, 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 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 the 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 automatically increase the obligation of the Surety on this Performance Bond in a like amount, such increase, however, not to exceed twenty-five percent (25%) of the original amount of this bond without the 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 Agreement, the Surety shall make a 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 shall Lhen 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 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 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 mediation 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 shall be administered by t 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. L! r DATED this 29thday of May , 20 14 CORPORATE SEAL OF PRINCIPAL: PRINCIPAL Road Constr tin h est, Inc. By: (Name f e u ng Bond) n Xfirey Kanyer Its: _�ra�irlant (Title) PO Box 188 Renton WA 98057 (Address) (425) 254 -9999 ' (Phone) CERTIFICATE AS TO CORPORATE SEAL ' I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within bond; that ,i„A,, who signed the said bond on behalf of the Principal, was _ F I VLg .._: of e said C ' poration; 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. 0 7 Il 7 7 L of CORPORATE SEAL OF SURETY: co • APPROVED AS TO FORM: Amy to Pearsall, Interim City Attorney SURETY Employer Mutual Casualty Company By: A��i I Attorney- in-Fact (Attach Power of Attorney) Christopher Kinvon (Name of Person Executing Bond) PO Box 3199 Greenwood Village, CO 80155 -3199 (Address) (720) 200 -3700 (Phone) /EMC P.O. Box 712 • Des Moines, IA 50306 -0712 N0. A82469 INSURANCE CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY -IN -FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 6. EMC Property & Casualty Company, an Iowa Corporation 7. Hamilton Mutual Insurance Company, an Iowa Corporation hereinafter referred to severally as "Company" and collectively as "Companies', each does, by these presents, make, constitute and appoint: KAREN SWANSON, JENNIFER L SNYDER, PEGGY A FIRTH, JULIE R TRUITT, CHRISTOPHER KINYON, JAMIE DIEMER, LISA M ANDERSON, WYNTRENE L MACE, DIANE M HARDING, KATHY L PATTON, JEFFREY L. ZIMMERMAN, KELLIE HOGAN, SANDRA J. KULSETH, CARLEY ESPIRITU, MANDY KELTNER its true and lawful attorney -in -fact, with full power and authority conferred to sign, seal, and execute its lawful bonds, undertakings, and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. The authority hereby granted shall expire APRIL 1, 2015 unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY This Power -of- Attorney is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duly called and held in 1999: RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attorneys -in -fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof; and (2) to remove any such attomey -in -fact at any time and revoke the power and authority given to him or her. Attorneys -in -fact shall have power and authority, subject to the terms and limitations of the power -of- attomey issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such instrument executed by any such attorney -in -fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power -of- attorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power -of- attorney of the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these presents to be signed for each by their officers as shown, and the Corporate seals to be hereto affixed this 21st day of APRIL 2014 Seals �Xv Awz •�PSCO NS0,%", 6�Co Mpq 4, •, -Pl aCq, , Bruce G. Kelley, hairman Michael Freel ��L`•`�PPORyrE�C�:- = P `OPP Oqq 'r, o'; ; o ; �o%POR,r,; 9 of Companies 2, 3, 4, 5 & 6; President Assistant Vice President of Company 1; Vice Chairman and Z : SEAL n : Z ; 1863 : 1953 = ; o ; : = CEO of Company 7 A .2; IOWA SC ScG: '�' *'IOWA•* ANN •� •30" • ' ••O\NSURANCF�'.,. PF. \NSURAiyC "'', yrI`V"UA; yV: OPPORgt. O . \�•O0 O19J:C0 '. WQ: pPPOfly 4sG i =w SEAL =�= p SEAL; _ SEAL . O"H�DP119 ',rMOINES. : OWA•* "I, PM TUA �2 v UTUq 9 `dE KATHY LYNN LOVERIDGE C z i Commission Number 780769 o n My Commission Expires `��Ap O11 October 10, 2016 On this 21 st day of APRIL AD 2014 before me a Notary Public in and for the State of Iowa, personally appeared Bruce G. Kelley and Michael Freel, who, being by me duly swom, did say that they are, and are known to me to be the Chairman, President, Vice Chairman and CEO, and /or Assistant Vice President/Assistant Secretary, respectively, of each of The Companies above; that the seals affixed to this instrument are the seals of said corporations; that said instrument was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors; and that the said Bruce G. Kelley and Michael Freel, as such officers, acknowledged the execution of said instrument to be the voluntary act and deed of each of the Companies. My Commission Expires October 10, 2016. y A,t" -/�d�� ) NotarVi Public M and for the State of Iowa CERTIFICATE I, James D. Clough, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this.Powes ofAttorneyissued pursuant thereto on APRIL 21, 2014 on behalf of: KAREN SWANSON, JENNIFER L SNYDER, PEGGY A FIRTH, JULIE R TRUITT, CHRISTOPHER KINYON, JAMIE DIEMER, LISA M ANDERSON, WYNTRENE L MACE, DIANE M HARDING, KATHY L PATTON, JEFFREY L. ZIMMERMAN, KELLIE HOGAN, SANDRA J. KULSETH, CARLEY ESPIRITU, MANDY KELTNER are true and correct and are still in full force and effect. In Testimony Whereof J have subscribed my name and affixed the facsimile seal of each Company this Z q �+ _ day of /^V7 C, X LOI Vice President 1 L ji J J ��I AMENDMENTS TO THE STANDARD SPECIFICATIONS I n t 1 AMENDMENTS TO THE STANDARD SPECIFICATIONS INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2012 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. Section 1 -01, Definition and Terms August 5, 2013 1- 01.2(2) Items of Work and Units of Measurement The following abbreviation in this section is deleted: 1 -01.3 Definitions Asphalt Treated Base The definition for "Bid Documents" is revised to read: The component parts of the proposed Contract which may include, but are not limited to, the Proposal Form, the proposed Contract Provisions, the proposed Contract Plans, Addenda, and, for projects with Contracting Agency subsurface investigations, the Summary of Geotechnical Conditions and subsurface boring logs (if any). The definition for "Superstructures" is revised to read: The part of the Structure above: 1. The bottom of the grout pad for the simple and continuous span bearing, or 2. The bottom of the block supporting the girder, or 3. Arch skewback and construction joints at the top of vertical abutment members or rigid frame piers. Longitudinal limits of the Superstructure extend from end to end of the Structure in accordance with the following criteria: 1. From the face of end diaphragm abutting the bridge approach embankment for end piers without expansion joints, or ' 2. From the end pier expansion joint for bridges with end pier expansion joints. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -1 AMENDMENTS TO THE STANDARD SPECIFICATIONS Superstructures include, but are not limited to, the bottom slab and webs of box girders, the bridge deck and diaphragms of all bridges, and the sidewalks when shown on the bridge deck. The Superstructure also includes the girders, expansion joints, bearings, barrier, and railing attached to the Superstructure when such Superstructure components are not otherwise covered by separate unit measured or lump sum bid items. Superstructures do not include endwalls, wingwalls, barrier and railing attached to the wingwalls, and cantilever barriers and railings unless supported by the Superstructure. Section 1 -02, Bid Procedures and Conditions January 2, 2012 1- 02.4(2) Subsurface Information The first two sentences in the first paragraph are revised to read: If the Contracting Agency has made subsurface investigation of the site of the proposed work, the boring log data, soil sample test data, and geotechnical recommendations reports obtained by the Contracting Agency will be made available for inspection by the Bidders at the location specified in the Special Provisions. The Summary of Geotechnical Conditions, as an appendix to the Special Provisions, and the boring logs shall be considered as part of the Contract. Section 1 -03, Award and Execution of Contract April 2, 2012 1- 03.1(1) Tied Bids This section's title is revised to read: 1- 03.1(1) Identical Bid Totals Section 1 -05, Control of Work August 6, 2012 1- 05.13(1) Emergency Contact List The second sentence in the first paragraph is revised to read: The list shall include, at a minimum, the Prime Contractor's Project Manager, or equivalent, the Prime Contractor's Project Superintendent, the Erosion and Sediment Control (ESC) Lead and the Traff ic Control Supervisor. Section 1 -06, Control of Material August 5, 2013 1- 06.1(3) Aggregate Source Approval (ASA) Database The last paragraph is revised to read the following two new paragraphs: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -2 �I r-, 7 � I !7 0 H n L�� Bid Document , March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS ' Aggregate materials that are not approved for use in the ASA database may be sampled and tested by the Agency, for a specified use on a project, from the source or ' from a processed stockpile of the material and all cost for the sampling and testing will be deducted from the Contract. ' The Contractor agrees to authorize the Project Engineer to deduct the sampling and testing costs from any money due or coming due to the Contractor. 1- 06.1(4) Fabrication Inspection Expense The first paragraph is revised to read: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School Bid Document March 2014 In the event the Contractor elects to have items fabricated beyond 300 miles from ' Seattle, Washington, the Contracting Agency will deduct from payment due the Contractor costs to perform fabrication inspection on the following items: ' Bridge Bearings (Cylindrical, Disc, Fabric Pad, Pin, Pendulum, Rocker, and Spherical) • Cantilever Sign Structures and Sign Bridges ' Epoxy- Coated Reinforcing Steel • Metal Bridge Railing and Handrail ' Modular Expansion Joints • Painted Piling and Casing ' Painted and Powder - Coated Luminaire and Signal Poles • Precast Concrete Catch Basins, Manholes, Inlets, Drywells, and Risers • Precast Concrete Drain, Perforated Underdrain, Culvert, Storm Sewer, and Sanitary Sewer Pipe • Precast Concrete Three Sided Structures • Precast Concrete Junction Boxes, Pull Boxes, Cable Vaults, Utility Vaults, and Box Culverts ' Precast Concrete Traff ic Barrier • Precast Concrete Marine Pier Deck Panels ' Precast Concrete Floor Panels • Precast Concrete Structural Earth Walls, Noise Barrier Walls, and Wall Stem Panels ' Precast Concrete Retaining Walls, including Lagging Panels • Prestressed Concrete Girders and Precast Bridge Components ' 0 Prestressed Concrete Piles • Seismic Retrofit Earthquake Restrainers ' Soldier Piles City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS • Steel Bridges and Steel Bridge Components • Steel Column Jackets • Structural Steel for Ferry Terminals, including items such as Dolphins, Wingwalls, and Transfer Spans • Treated Timber and Lumber 6 -inch by 6 -inch or larger • Timber • Additional items as may be determined by the Engineer The footnote below the table is revised to read: An inspection day includes any calendar day or portion of a calendar day spent by one inspector inspecting, on standby, or traveling to and from a place of fabrication. An additional cost per inspection day will be assessed for each additional inspector. Reimbursement will be assessed at $280.00 per day for weekends and holidays for each on site inspector in travel status, but not engaged in inspection or travel activities when fabrication activities are not taking place. Section 1 -07, Legal Relations and Responsibilities to the Public April 1, 2013 1 -07.1 Laws to be Observed The following two sentences are inserted after the first sentence in the third paragraph: In particular the Contractor's attention is drawn to the requirements of WAC 296.800 which requires employers to provide a safe workplace. More specifically WAC 296.800.11025 prohibits alcohol and narcotics from the workplace. 1- 07.9(2) Posting Notices This section is revised to read: Notices and posters shall be placed in areas readily accessible to read by employees. The Contractor shall ensure the following are posted: 1. EEOC - P /E -1 (revised 11/09) - Equal Employment Opportunity is THE LAW published by US Department of Labor. Post for projects with federal -aid funding 2. FHWA -1022 (revised 11/11) - NOTICE Federal -Aid Project published by Federal Highway Administration (FHWA). Post for projects with federal -aid funding 3 WH 1321 (revised 04/09) - Employee Rights under the Davis -Bacon Act published by US Department of Labor. Post for projects with federal -aid funding 4. WHD 1088 (revised 07/09) - Employee Rights under the Fair Labor Standards Act published by US Department of Labor. Post on all projects City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School Bid Document March 2014 ' AMENDMENTS TO THE STANDARD SPECIFICATIONS ' 5. WHD - 1420 ( revised 01/09 ) - Employee Rights and Responsibilities under The Family and Medical Leave Act published by US Department Of Labor. ' Post on all projects 6. WHD -1462 (revised 01/12) — Employee Polygraph Protection Act published by US Department of Labor. Post on all projects ' 7. F416- 081 -909 (revised 12/12) - Job Safety and Health Law published by Washington State Department of Labor and Industries. Post on all projects 8. F242- 191 -909 (revised 12/12) - Notice to Employees published by Washington State Department of Labor and Industries. Post on all projects Pursuant to RCW 4.24.115, if such claims, suits, or actions result from the concurrent negligence of (a) the indemnitee or the indemnitee's agents or employees and (b) the Contractor or the Contractor's agent or employees, the indemnity provisions provided in the preceding paragraphs of this Section shall be valid and enforceable only to the extent of the Contractor's negligence or the negligence of its agents and employees. 1 -07.15 Temporary Water Pollution /Erosion Control The third paragraph is deleted. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -5 9. F700- 074 -909 (revised 12/12) - Your Rights as a Worker in Washington State ' by Washington State Department of Labor and Industries (L &I). Post on all projects 10. EMS 9874 (revised 04/12) - Unemployment Benefits published by Washington State Employee Security Department. Post on all projects 11. Post one copy of the approved "Statement of Intent to Pay Prevailing Wages" for the Contractor, each Subcontractor, each lower tier subcontractor, and any ' other firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions of RCW 39.12 because of the definition of "Contractor" in WAC 296- 127 -010 12. Post one copy of the prevailing wage rates for the project 1- 07.9(5) Required Documents Item number 2. in the first paragraph is revised to read: 2. A copy of an approved "Affidavit of Prevailing Wages Paid ", State L &I's form number F700- 007 -000. The Contracting Agency will not grant Completion until all ' approved Affidavit of Wages paid for Contractor and all Subcontractors have been received by the Project Engineer. The Contracting Agency will not release to the Contractor any funds retained under RCW 60.28.011 until all of the "Affidavit of Prevailing Wages Paid" forms have been approved by State L &I and a copy of all the approved forms have been submitted to the Engineer. ' 1 -07.14 Responsibility for Damage The fifth paragraph is revised to read: Pursuant to RCW 4.24.115, if such claims, suits, or actions result from the concurrent negligence of (a) the indemnitee or the indemnitee's agents or employees and (b) the Contractor or the Contractor's agent or employees, the indemnity provisions provided in the preceding paragraphs of this Section shall be valid and enforceable only to the extent of the Contractor's negligence or the negligence of its agents and employees. 1 -07.15 Temporary Water Pollution /Erosion Control The third paragraph is deleted. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -5 AMENDMENTS TO THE STANDARD SPECIFICATIONS Section 1 -08, Prosecution and Progress April 1, 2013 1 -08.1 Subcontracting In the eighth paragraph, "Contracting Agency" is revised to read VSDOT ". 1-08.3(l). General Requirements The following new paragraph is inserted after the first paragraph: Total float belongs to the project and shall not be for the exclusive benefit of any party. 1 -08.5 Time for Completion The last paragraph in this section is supplemented with the following: e. Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor and all Subcontractors 1 -08.7 Maintenance During Suspension The second paragraph is revised to read: At no expense to the Contracting Agency, the Contractor shall provide through the construction area safe, smooth, and unobstructed roadways and pedestrian access routes for public use during the suspension (as required in Section 1 -07.23 or the Special Provisions.) This may include a temporary road, alternative pedestrian access route or detour. Section 1 -09, Measurement and Payment April 1, 2013 1 -09.1 Measurement of Quantities The following new sentence is inserted after the sentence " "Ton ":2,000 pounds of avoirdupois weight': Items of payment that have "Lump Sum" or "Force Account' in the Bid Item of Work shall have no specific unit of measurement requirement. 1- 09.2(5) Measurement The second sentence in the first paragraph is revised to read: The frequency of verification checks will be such that at least one test weekly is performed for each scale used in weighing contract items of Work. 1 -09.6 Force Account In item No. 3. For Equipment, the last sentence in the third sub - paragraph is revised to read: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School Bid Document , March 2014 A6 � I n J AMENDMENTS TO THE STANDARD SPECIFICATIONS In the event that prior quotations are not obtained and the vendor is a firm independent from the Contractor or Subcontractor, then after - the -fact quotations may be obtained by the Engineer from the open market in the vicinity and the lowest such quotation may be used in place of submitted invoice. Section 3 -01, Production From Quarry and Pit Sites August 5, 2013 3 -01.1 Description In the first paragraph, "asphalt treated base" is deleted. ' Section 3 -04, Acceptance of Aggregate August 5, 2013 3- 04.3(7)D4 An Entire Lot ' The last sentence is deleted. 3- 04.3(8) Price Adjustments for Quality of Aggregate ' The calculation in the first paragraph is revised to read: Aggregate Compliance Price Adjustment = (Composite Pay Factor —1.00) ' (quantity of material) (unit bid price or Contingent Unit Price as shown in Table 1, whichever is higher.) 3 -04.5 Payment 9 -03.1 ' "Section " "Section In the second paragraph, the reference 3- 04.3(6)C is revised to read 3- 04.3(8) ". 20 ' In Table 1, the op two rows are revised to read the followinc three new rows: pavement) 9 -03.1 Concrete Aggregate (exce t pavement) 2000 1000 $15.00 $30.00 9 -03.1 Concrete Aggregate ( avement) 4000 2000 $15.00 $30.00 ' 9- 03.4(2) Crushed Screening' 1000 500 $20.00 $40.00 In Table 1, the row containing the item "Gravel Borrow for Geosynthetic Retaining Wall" is ' revised to read: 9- 03.14(4) 1 Gravel Borrow for Structural Earth Walls 14000 12000 $30 $60 The footnotes below the Table 1 are revised to read: 1. Based on 1000 CY of Concrete. 2 Price adjustment only applies to the actual quantity of aggregate used in the ' concrete. 3 Contingent unit price per S.Y. is $0.30. In Table 2. the first row is revised to read: ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -7 Bid Document March 2014 9 -03.1 Concrete Aggregate (all concrete aggregate - including 2 2 2 10 20 ' pavement) ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -7 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS In Table 2, the row containing the item "Gravel Backfill for Foundations Class A" is revised to read: 9- 03.12(1)A Gravel Backfill for Foundations Class A3 In Table 2, the row containing the item "Gravel Borrow for Geosynthetic Retaining Wall" is revised to read- 9- 03.14(4) Gravel Borrow for 1 2 2 1 5 1 10 Other Structural Earth Walls Item 1 in the footnotes below Table 2 is revised to read: 1 For Aggregate, the nominal maximum size sieve is the largest standard sieve opening listed in the applicable specification upon which more than 1- percent of the material by weight is permitted to be retained. For concrete aggregate, the nominal maximum size sieve is the smallest standard sieve opening through which the entire amount of aggregate is permitted to pass. The footnotes below the Table 2 are supplemented with the following: 3 Use the price adjustment factors for the material that is actually used. 4 Resistivity 10, pH 10, Chlorides 5, and Sulfates 5. Section 4 -06, Asphalt Treated Base August 5, 2013 This section including title is deleted in its entirety and replaced with the following: Vacant Section 5 -01, Cement Concrete Pavement Rehabilitation August 5, 2013 5- 01.3(2)B Portland Cement Concrete The fifth sentence in the third paragraph is revised to read: The lower Specification limit for compressive strength shall be 4,000 -psi. The last two sentences in the third paragraph are deleted. 5- 01.3(4) Replace Portland Cement Concrete Panel This section is supplemented with the following: Replacement panels that crack shall be repaired as specified in Section 5- 05.3(22) at no cost to the Contracting Agency. Epoxy- coated dowel bars meeting the requirements of Section 9- 07.5(1) may be substituted for the corrosion resistant dowel bars specified. 5- 01.3(6) Dowel Bar Retrofit The second sentence in the ninth paragraph is revised to read: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School Bid Document ' March 2014 "e � I 0 AMENDMENTS TO THE STANDARD SPECIFICATIONS The foam insert shall fit tightly around the dowel and to the bottom and edges of the slot and extend to the top of the existing pavement surface. 5- 01.3(11) Concrete Slurry This section including title is revised to read: 5- 01.3(11) Concrete Slurry and Grinding Residue All concrete slurry and grinding residue shall be removed from the pavement surface on a continual basis immediately behind the grinding or cutting operations. Slurry shall not be allowed to drain into an area open to traffic, off of the paved surface or into any drainage structure. The Contractor shall collect the concrete slurry and grinding residue from the pavement surface and dispose of it in accordance with Section 2- 03.3(7)C. Opening to traffic shall meet the requirements of Section 5- 05.3(17). Section 5 -02, Bituminous Surface Treatment August 5, 2013 In this section, "Asphalt Emulsion" is revised to read "Emulsified Asphalt ". 5- 02.1(1) New Construction This section is revised to read: This method of treatment requires two applications of emulsified asphalt and three applications of aggregate. The first application of emulsified asphalt is applied to an untreated Roadway that is followed with an application of aggregate. The second application of emulsified asphalt is followed with two additional applications of aggregate. 5- 02.1(2) Seal Coats ' This section is revised to read: This method requires the placing of one application of emulsified asphalt and one or ' more sizes of aggregate as specified to an existing pavement to seal and rejuvenate the surface and to produce a uniform Roadway surface with acceptable nonskid characteristics. 5 -02.2 Materials The following new paragraph is inserted after the second paragraph: ' Each source of aggregate for bituminous surface treatment shall be evaluated separately for acceptance in accordance with Section 3 -04. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -9 AMENDMENTS TO THE STANDARD SPECIFICATIONS The second and fourth paragraphs (after implementing the preceding Amendment) are deleted. 5- 02.3(1) Equipment The second sentence in the second paragraph is revised to read: A temperature measuring device shall be capable of reporting the temperature of emulsified asphalt in the tank. 5- 02.3(2)A New Construction The fourth and fifth paragraphs are revised to read: Immediately before the first application of emulsified asphalt, the Roadway surface shall be in the following condition: firm and unyielding, damp, free from irregularities and material segregation, and true to line, grade, and cross - section. No traffic will be allowed on the prepared surface until the first application of emulsified asphalt and aggregate has been completed. 5- 02.3(3) Application of Asphalt and Aggregate City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -10 I � I � Bid Document ' March 2014 d 1 0 u 17 AMENDMENTS TO THE STANDARD SPECIFICATIONS Choke Stone No. 4 - 0 4 -6 1/2 inch — No. 4 Choke Stone 0.35 -0.55 1/2 inch- No. 4 No. 4 - 0 20 -35 4 -6 % inch — No. 4 0.35 -0.55 % inch- No. 4 20 -30 Choke Stone N/A No. 4 - 0 4 -6 The table "Pavement Sealing" is deleted. The second paragraph is revised to read: The Project Engineer will determine the application rates. The second application of emulsified asphalt shall be applied the next day, or as approved by the Project Engineer. The second to last paragraph is revised to read: Before application of the fog seal, all surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. The fog seal emulsified asphalt shall be CSS -1 or CSS -1 h diluted with water at a rate of one part water to one part emulsified asphalt unless otherwise approved by the Project Engineer. The fog seal shall be uniformly applied to the pavement at a diluted rate of 0.10 — 0.18 gal /sy. The finished application shall be free of streaks and bare spots. 5- 02.3(5) Application of Aggregates The sixth paragraph is revised to read: The Contractor shall apply choke stone to the Roadway with additional spreading equipment immediately following the initial rolling of the coarse aggregate unless otherwise specified in the Contract documents or specified by the Project Engineer. Excess aggregate shall be removed from the Roadway. A minimum of one pass with a pneumatic roller shall be made across the entire width of the applied choke stone. 5- 02.3(7) Patching and Correction of Defects The last sentence in the last paragraph is revised to read: The CSS -1 or CSS -1 h emulsified asphalt may be diluted with water at a rate of one part water to one part emulsified asphalt unless otherwise specified by the Project Engineer. 5 -02.5 Payment The first sentence in the second paragraph is revised to read: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -11 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS The unit Contract price per mile for "Processing and Finishing" shall be full pay for all ' cost to perform the specified work including, bading, scarifying, processing, leveling, finishing, and the manipulation of aggregates as required The third paragraph is revised to read "Emulsified Asphalt per ton. , The fourth paragraph is revised to read: , The unit Contract price per ton for "Emulsified Asphalt ()" shall be full pay for all costs to perform the specified Work including furnishing, heating, hauling, and spreading the emulsified asphalt on the Roadway. The sixth paragraph is revised to read: The unit Contract price per ton for "Asphalt for Fog Seal" shall be full pay for all costs to ' perform the specified Work for the fog seal. The eighth paragraph is revised to read: The unit Contract price per cubic yard for "Aggregate from Stockpile for BST" shall be full pay for all costs to perform the specified Work including loading, transporting, and placing the material in the finished Work. The eleventh paragraph is revised to read: , The unit Contract price per cubic yard or per ton for "Furnishing and Placing Crushed (� shall be full pay for costs to perform the specified Work including furnishing, transporting, and placing the material in the finished Work. The thirteenth paragraph is revised to read: The unit Contract price per hour for "Additional Brooming" shall be full pay for all costs to perform the specified Work including rebrooming the Roadway. Section 5-04, Hot Mix Asphalt , April 1, 2013 5-04.2 Materials , The following material reference is deleted from this section: Blending Sand 9-03.8(4) The fourth paragraph is revised to read: , The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -12 Bid Document March 2014 Anti - stripping additive shall be added to the liquid asphalt by the asphalt supplier prior to shipment to the asphalt mixing plant. For HMA accepted by statistical and nonstatistical evaluation the anti- stripping additive shall be added in the amount ' designated in the WSDOT mix design /anti -strip evaluation report provided by the Contracting Agency. For HMA accepted by commercial evaluation the Project Engineer will determine the amount of anti -strip to be added; paving shall not begin before the anti -strip requirements have been provided to the Contractor. 5 -04.4 Measurement ' The first sentence in the first paragraph is revised to read: HMA Cl. _ PG , HMA for _ Cl. PG , and Commercial HMA will be measured by the ton in accordance with Section 1 -09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the mixture. ' The last paragraph is deleted. City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -13 AMENDMENTS TO THE STANDARD SPECIFICATIONS 5- 04.3(7)A1 General This section is supplemented with the following: The Contractor shall include the brand and type of anti - stripping additive in the mix design submittal and provide certification from the asphalt binder manufacture that the ' anti - stripping additive is compatible with the crude source and formulation of asphalt binder proposed in mix design. 1 5- 04.3(7)A3 Commercial Evaluation The second sentence in the second paragraph is deleted. ' 5- 04.3(10)B3 Longitudinal Joint Density The section including title is revised to read: 5- 04.3(10)B3 Vacant 5- 04.3(11)D General The last sentence in the first paragraph is deleted. 5- 04.3(12)A Transverse Joints "planning' "planing'. In the second paragraph is revised to read ' 5- 04.3(20) Anti- Stripping Additive This section is revised to read: Anti - stripping additive shall be added to the liquid asphalt by the asphalt supplier prior to shipment to the asphalt mixing plant. For HMA accepted by statistical and nonstatistical evaluation the anti- stripping additive shall be added in the amount ' designated in the WSDOT mix design /anti -strip evaluation report provided by the Contracting Agency. For HMA accepted by commercial evaluation the Project Engineer will determine the amount of anti -strip to be added; paving shall not begin before the anti -strip requirements have been provided to the Contractor. 5 -04.4 Measurement ' The first sentence in the first paragraph is revised to read: HMA Cl. _ PG , HMA for _ Cl. PG , and Commercial HMA will be measured by the ton in accordance with Section 1 -09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the mixture. ' The last paragraph is deleted. City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -13 AMENDMENTS TO THE STANDARD SPECIFICATIONS 5 -04.5 Payment The bid item "Longitudinal Joint Density Price Adjustment ", by calculation and paragraph following bid item are deleted. Section 5 -05, Cement Concrete Pavement August 5, 2013 5- 05.3(1) Concrete Mix Design for Paving The title in the table titled "Portland Cement Concrete Batch Volumes" is revised to read: Portland Cement Concrete Batch Weights, per cubic yard of Concrete 5- 05.3(6) Subgrade The last paragraph in this section is deleted. Section 6 -02, Concrete Structures January 7, 2013 6- 02.3(2) Proportioning Materials The Lean Concrete value in the column "Minimum Cemetitious Content (pounds)" in the table titled "Cementitious Requirement for Concrete" is revised to read: * ** *145 The following new note is inserted after the note " * ** No maximum specified" in the table titled "Cementitious Requirement for Concrete ": * ** *Maximum of 200 pounds The paragraph following the table "Cementitious Requirements for Concrete" is revised to read: When both ground granulated blast furnace slag and fly ash are included in the concrete mix, the total weight of both these materials is limited to 40 percent by weight of the total cementitious material for concrete Class 4000D and 4000A, and 50 percent by weight of the total cementitious material for all other classes of concrete. 6- 02.3(2)B Commercial Concrete The second paragraph is revised to read: Where concrete Class 3000 is specified for items such as, culvert headwalls, plugging culverts, concrete pipe collars, pipe anchors, monument cases, Type PPB, PS, I, FB and RM signal standards, pedestals, cabinet bases, guardrail anchors, fence post footings, sidewalks, curbs, and gutters, the Contractor may use commercial concrete. If commercial concrete is used for sidewalks, curbs, and gutters, it shall have a minimum City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -14 Bid Document March 2014 r 1 n J Ll I 1 I C n 1 J AMENDMENTS TO THE STANDARD SPECIFICATIONS cementitious material content of 564 pounds per cubic yard of concrete, shall be air entrained, and the tolerances of Section 6- 02.3(5)C shall apply. 6- 02.3(2)D Lean Concrete This section is revised to read: Lean concrete shall meet the cementitious requirements of Section 6- 02.3(2) and have a maximum water /cement ratio of 2. 6- 02.3(4)A Qualification of Concrete Suppliers The first paragraph is revised to read : Batch Plant Prequalification requires a certification by the National Ready Mix Concrete Association ( NRMCA). Information concerning NRMCA certification may be obtained from the NRMCA at 900 Spring Street, Silver Springs, MD 20910 or online at www.nrmca.org. The NRMCA certification shall be valid for a 2 -year period from the date of certificate. The following documentation shall be submitted to the Project Engineer; a copy of the current NRMCA Certificate of Conformance, the concrete mix design(s) ( WSDOT Form 350 -040), along with copies of the truck list, batch plant scale certification, admixture dispensing certification, and volumetric water batching devices (including water meters) verification. 6- 02.3(5)G Sampling and Testing Frequency for Temperature, Consistency, and Air Control The last sentence in the second paragraph is revised to read: Sampling shall be performed in accordance with WSDOT FOP for WAQTC TM 2 and random samples shall be selected in accordance with WSDOT TM 716. 6- 02.3(14)C Pigmented Sealer for Concrete Surfaces This section is revised to read: The Contractor shall submit the pigmented sealer manufacturer's written instructions covering, at a minimum, the following: 1. Surface preparation 2. Application methods 3. Requirements for concrete curing prior to sealer application 4. Temperature, humidity and precipitation limitations for application 5. Rate of application and number of coats to apply The Contractor shall not begin applying pigmented sealer to the surfaces specified to receive the sealer until receiving the Engineer's approval of the submittal. All surfaces specified in the Plans to receive pigmented sealer shall receive a Class 2 surface finish (except that concrete barrier surfaces shall be finished in accordance with City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -15 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS Section 6- 02.3(11)A). The Contractor shall not apply pigmented sealer from a batch greater than 12 months past the initial date of color sample approval of that batch by the Engineer. The pigmented sealer color or colors for specific concrete surfaces shall be as specified in the Special Provisions. The final appearance shall be even and uniform without blotchiness, streaking or uneven color. Surface finishes deemed unacceptable by the Engineer shall be re- coated in accordance with the manufacturer's recommendations at no additional expense to the Contracting Agency. For concrete surfaces such as columns, retaining walls, pier walls, abutments, concrete fascia panels, and noise barrier wall panels, the pigmented sealer shall extend to 1 foot below the finish ground line, unless otherwise shown in the Plans. 6- 02.3(16) Plans for Falsework and Formwork Item No. 4 in the seventh paragraph is revised to read: 4. Conditions required by other Sections of 6- 02.3(17), Falsework and Formwork. Item's No. 5, 6, 7, and 8 in the seventh paragraph are deleted. The following paragraph is inserted after the seventh paragraph: Plan approval can be done by the Project Engineer for footings and walls 4 to 8 feet high (excluding pedestal height) provided: 1. Concrete placement rate is 4 feet per hour or less. 2. Facing is 3/4 -inch plywood with grades as specified per Section 6- 02.3(17)1. 3. Studs, with plywood face grain perpendicular, are 2 by 4's spaced at 12 inches. 4. Walers with 3,000 pound safe working load ties spaced at 24 inches are two 2 by 4's spaced at 24 inches. 6- 02.3(17)F Bracing In the first paragraph, the phrase "per Section 6- 02.3(17)1' is revised to read "in accordance with Section 6- 02.3(17)1 ". This section is supplemented with the following new sub - section: 6- 02.3(17)F5 Temporary Bracing for Bridge Girders During Diaphragm and Bridge Deck Concrete Placement Prestressed concrete girders shall be braced to resist forces that would cause rotation or torsion in the girders caused by the placing of precast concrete deck panels and concrete for the bridge deck. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -16 Bid Document March 2014 G C C L C1 0 u 1 fl AMENDMENTS TO THE STANDARD SPECIFICATIONS Bracing shall be designed and detailed by the Contractor and shall be shown in the falsework/formwork plans submitted to the Engineer for approval. These braces shall be furnished, installed, and removed by the Contractor at no additional cost to the Contracting Agency. The Contractor may consider the bracing effects of the diaphragms in developing the falsework/formwork plans. The Contractor shall account for the added load from concrete finishing machines and other construction loadings in the design of the bracing. Falsework support brackets and braces shall not be welded to structural steel bridge members or to steel reinforcing bars. 6- 02.3(17)F4 Temporary Bracing for Bridge Girders This section including title is revised to read: 6- 02.3(17)F4 Temporary Bracing for Bridge Girders During Erection Steel girders shall be braced in accordance with Section 6- 03.3(7)A. Prestressed concrete girders shall be braced sequentially during girder erection. The bracing shall be designed and detailed by the Contractor and shall be shown in the falsework/formwork plans submitted to the Engineer for approval. The Contractor shall furnish, install, and remove the bracing at no additional cost to the Contracting Agency. At a minimum, the Contractor shall brace girders at each end and at midspan to prevent lateral movement or rotation. This bracing shall be placed prior to the release of each girder from the erection equipment. If the bridge is constructed with cast -in -place concrete diaphragms, the bracing may be removed once the concrete in the diaphragms has been placed and cured for a minimum of 24 hours. 6- 02.3(17)H Formwork Accessories The first paragraph is deleted and replaced with the following two new paragraphs: Formwork accessories such as form ties, form anchors, form hangers, anchoring inserts, and similar hardware shall be specifically identified in the formwork plans including the name and size of the hardware, manufacturer, safe working load, and factor of safety. The grade of steel shall also be indicated for threaded rods, coil rods, and similar hardware. Wire form ties shall not be used. Welding or clamping formwork accessories to Contract Plan reinforcing steel will not be allowed. Driven types of anchorages for fastening forms or form supports to concrete, and Contractor fabricated "J" hooks shall not be used. Field drilling of holes in prestressed girders is not allowed. Taper ties may be used provided the following conditions are met: 1. The structure is not designed to resist water pressure (pontoons, floating dolphins, detention vaults, etc.) 2. After the taper tie is removed, plugs designed and intended for plugging taper tie holes shall be installed at each face of concrete. The plug shall be installed a minimum of 1 '/2" clear from the face of concrete. ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -17 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS 3. After the plug is installed, the hole shall be cleaned of all grease, contamination and foreign matter. 4. Holes on the exposed faces of concrete shall be patched and finished to match the surrounding concrete. 6- 02.3(25)N Prestressed Concrete Girder Erection The third sentence in the fifth paragraph is revised to read: The girders shall be braced in accordance with Sections 6- 02.3(17)F4 and 6- 02.3(17)F5. 6- 02.3(26)E5 Leak Tightness Testing The first sentence in the first paragraph is revised to read: The Contractor shall test each completed duct assembly for leak tightness after placing concrete but prior to placing post tensioning reinforcement. The second paragraph is revised to read: Prior to testing, all grout caps shall be installed and all vents, grout injection ports, and drains shall either be capped or have their shut -off valves closed. The Contractor shall pressurize the completed duct assembly to an initial air pressure of 50 psi. This pressure shall be held for five minutes to allow for internal adjustments within the assembly. After five minutes, the air supply valve shall be closed. The Contractor shall monitor and measure the pressure ' maintained within the closed assembly, and any subsequent loss of pressure, over a period of one minute following the closure of the air supply valve. The maximum pressure loss for duct assemblies equal to or less than 150 feet in length shall be 25 psig. The maximum pressure loss for duct assemblies greater than 150 feet in length shall be 15 psig. If the pressure loss exceeds the allowable, locations of leakage shall be identified, repaired or reconstructed using methods approved by the Engineer. The repaired system shall then be retested. The cycle of testing, repair and retesting of each completed duct assembly shall continue until the completed duct assembly completes a test with pressure loss within the specified amount. Section 6 -03, Steel Structures August 5, 2013 6- 03.3(7)A Erection Methods The following new paragraph is inserted after the second paragraph: The Contractor may submit for approval the use of an engineered and fabricated lifting bracket bolted to the girder top flanges providing the following requirements are satisfied: 1. The lifting bracket shall be engineered and supporting calculations shall be submitted with the erection plan; City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -18 J �71 1 Bid Document ' March 2014 For Trusses and Girders —After the first stage has been completed, each subsequent stage shall be assembled to include: at least one truss panel or girder shop section of the previous stage and two or more truss panels or girder shop sections added at the ' advancing end. 6- 03.3(32) Assembling and Bolting The first sentence in the fourth paragraph is revised to read: To complete a joint following one of the methods listed above, the Contractor shall fill all ' remaining holes of the field connection or splice place with bolts and tighten to snug - tight. IThe following two new paragraphs are inserted after the fourth paragraph: ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -19 AMENDMENTS TO THE STANDARD SPECIFICATIONS ' 2. The calculations shall include critical stresses in the girder including local stresses in the flanges at lifting bracket locations; 3. The calculations shall include computation of the lifting bracket and associated bolt hole locations and the expected orientation of the girder during picking ' operation; 4. The lifting bracket shall be load tested and certified for a load at least 2 times the working load and at all angles it will be used (angle of load or rigging). Certification documentation from a previous project may be submitted for ' approval; 5. Bolt holes in girders added for the lifting bracket connections shall be shown in ' the shop plans and shall be drilled in the shop. Field drilling of bolt holes for lifting brackets will not be permitted; 6. Bolt holes in girder top flanges shall be filled with high strength bolts after ' erection in accordance with Section 6- 02.3(17)K. The last sentence in the fourth paragraph (after implementing the preceding Amendment) is ' revised to read: The plan, including lifting bracket working drawings and calculations, shall be prepared by (or under the direct supervision of) a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and shall carry the engineer's seal and signature, in accordance with Section 6- 02.3(16). ' 6- 03.3(13) Fabricating Tension Members Item number 2. is revised to read: 2. Fabricated from plate stock with the primary rolling direction of the stock parallel to the length of the member, or as shown in the Plans. ' 6- 03.3(28)A Method of Shop Assembly The first sentence in Item 2.C. is revised to read: For Trusses and Girders —After the first stage has been completed, each subsequent stage shall be assembled to include: at least one truss panel or girder shop section of the previous stage and two or more truss panels or girder shop sections added at the ' advancing end. 6- 03.3(32) Assembling and Bolting The first sentence in the fourth paragraph is revised to read: To complete a joint following one of the methods listed above, the Contractor shall fill all ' remaining holes of the field connection or splice place with bolts and tighten to snug - tight. IThe following two new paragraphs are inserted after the fourth paragraph: ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -19 The fourth paragraph is revised to read: I All bolted connections are slip critical. Painted structures require either Type 1 or Type 3 bolts. Unpainted structures require Type 3 bolts. Bolts shall not be galvanized unless specified in the Contract documents. AASHTO M 253 bolts shall not be galvanized and shall not be used in contact with galvanized metal. In the tenth paragraph, the first paragraph of Item number 3. is revised to read: 3. Twist Off Type Tension Control Structural Bolt/Nut/Washer Assembly Method (Tension Control Bolt Assembly) - Tension control bolt assemblies shall include the bolt, nut, and washer(s) packaged and shipped as a single assembly. Unless otherwise approved by the Engineer, tension control bolt assembly components shall not be interchanged for testing or installation and shall comply with all provisions of ASTM F 1852. If approved by the Engineer, ' the tension control bolt assembly components may be interchanged within the same component lot for girder web splices or other locations where access to both sides of the connection is restricted. ■ 6- 03.3(33)A Pre - Erection Testing The following new paragraph is inserted after the fourth paragraph: ' Three twist off -type tension controlled bolt assemblies, per assembly lot, shall be tested in a bolt tension calibrator. The bolts shall first be tensioned to a snug tight condition. , Tensioning shall then be completed by tightening the assembly nut in a continuous City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -20 Bid Document ' March 2014 ' AMENDMENT S TO THE STANDARD SPECIFICATIONS , The Contractor shall complete the joint or connection within ten calendar days of installing the first bolt or within a duration approved by the Engineer. Any bolts inserted in an incomplete connection, either loose or tightened snug- tight, which exceed the specified duration for completing the connection, shall be subject to the following requirements: 1. Three assemblies for each size and length shall be removed from connection(s) that are to be tensioned. Rotational capacity tests shall be performed on the removed assemblies to demonstrate the assembly has sufficient lubricant to be tensioned satisfactorily. , 2. Five assemblies shall be removed from the connection to establish the inspection torque. 3. In the case of tension controlled bolts, three assemblies shall be removed and ' tested in accordance with Section 6- 03.3(33)A to verify the minimum specified tension can be achieved prior to shearing of the spline. , Assemblies removed for the purpose of rotational capacity testing, determination of the inspection torques, or verification of tension controlled bolt performance shall be replaced with new bolts at no additional expense to the Contracting Agency. To ' minimize the number of removed assemblies, the Contractor may combine rotational capacity testing and inspection torque determination as approved by the Engineer. 6- 03.3(33) Bolted Connections ' The fourth paragraph is revised to read: I All bolted connections are slip critical. Painted structures require either Type 1 or Type 3 bolts. Unpainted structures require Type 3 bolts. Bolts shall not be galvanized unless specified in the Contract documents. AASHTO M 253 bolts shall not be galvanized and shall not be used in contact with galvanized metal. In the tenth paragraph, the first paragraph of Item number 3. is revised to read: 3. Twist Off Type Tension Control Structural Bolt/Nut/Washer Assembly Method (Tension Control Bolt Assembly) - Tension control bolt assemblies shall include the bolt, nut, and washer(s) packaged and shipped as a single assembly. Unless otherwise approved by the Engineer, tension control bolt assembly components shall not be interchanged for testing or installation and shall comply with all provisions of ASTM F 1852. If approved by the Engineer, ' the tension control bolt assembly components may be interchanged within the same component lot for girder web splices or other locations where access to both sides of the connection is restricted. ■ 6- 03.3(33)A Pre - Erection Testing The following new paragraph is inserted after the fourth paragraph: ' Three twist off -type tension controlled bolt assemblies, per assembly lot, shall be tested in a bolt tension calibrator. The bolts shall first be tensioned to a snug tight condition. , Tensioning shall then be completed by tightening the assembly nut in a continuous City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -20 Bid Document ' March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS ' operation using a spline drive installation tool until the spline shears from the bolt. The bolt assembly tension shall meet the requirements of Table 1. If any specimen fails, the ' assembly lot is rejected. 6- 03.3(33)B Bolting Inspection ' The first paragraph is revised to read: The Contractor, in the presence of the Project Engineer, shall inspect the tightened bolt using a calibrated inspection torque wrench, regardless of bolting method. The Contractor shall supply the inspection torque wrench. Inspection shall be performed within seven calendar days from the completion of each bolted connection or as ' approved by the Project Engineer. 6- 03.3(36) Setting and Grouting Masonry Plates Item number 2. in the second paragraph is revised to read: 2. Place steel shims under the masonry plates to position pin centers or bearings to line and grade and in relationship to each other. Steel shims shall be the size and be placed at the locations shown in the Plans; 6- 03.3(39) Swinging the Span The second and third paragraphs are revised to read: After the falsework is released (spans swung free), the masonry plates, shoes, and ' keeper plates are grouted, and before any load is applied, the Contractor (or the Engineer if the Contracting Agency is responsible for surveying) shall survey elevations at the tenth points along the centerline on top of all girders and floorbeams. The Contractor shall calculate the theoretical top of girder or floorbeam flange elevations and compare the calculated elevations to the surveyed elevations. The theoretical pad or haunch depth shown in the Plans shall be increased or decreased by the difference ' between the theoretical and surveyed top of girder or floorbeam elevations. The soffit (deck formwork) shall be set based on the Plan bridge deck thickness and the adjusted pad or haunch depth. iThe Contractor shall submit all survey data and calculations to the Engineer for review ten working days prior to placing any load, beyond the maximum five pounds per ' square foot of form weight allowed, on the Structure. Section 6 -05, Piling August 6, 2012 6 -05.5 Payment The paragraph following the bid item, "Driving St. Pile ", per each is revised to read: The unit Contract price per each for "Driving (type) Pile ()" shall be full pay for driving the pile to the ultimate bearing and /or penetration specified. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -21 AMENDMENTS TO THE STANDARD SPECIFICATIONS Section 6-06, Bridge Railings August 6, 2012 6- 06.3(2) Metal Railings The third paragraph is revised to read: Anchor bolts shall be positioned with a template to ensure that bolts match the hole spacing of the bottom channels or anchorage plates. Section 6-07, Painting August 5, 2013 6- 07.3(9)A Paint System The first sentence in the second paragraph is revised to read: All paint coating components of the selected paint system shall be produced by the same manufacturer. 6- 07.3(10)H Paint System The first and second sentences in the second paragraph are revised to read: All paint coating components of the selected paint system shall be produced by the same manufacturer. 6- 07.3(10)N Field Coating Application Methods The first sentence is revised to read: The Contractor shall apply paint materials in accordance with the manufacturer's recommendations by air or airless spray, brush, roller, or any combination of these methods unless otherwise specified. The third sentence is revised to read: The Contractor shall use brushes to apply the stripe coat, to ensure complete coverage around structural geometric irregularities, and to push the paint into gaps between existing steel surfaces and around rivets and bolts. 6- 07.3(10)0 Applying Field Coatings The first sentence in the sixth paragraph is revised to read: All steel surfaces cleaned to bare metal by abrasive blast cleaning shall receive the primer coat within the same working day as the cleaning to bare metal and before any rust begins to form. 6 -07.5 Payment The third paragraph is revised to read: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -22 Bid Document March 2014 II ' AMENDMENTS TO THE STANDARD S PECIFICATIONS ' The lump sum Contract price for "Cleaning and Painting - " shall be full pay for the Work as specified, including developing all submittals, arranging for and ' accommodating contact and on -site attendance by the paint manufacturer's technical representative, furnishing and placing all necessary staging and rigging, furnishing, operating and mooring barges, furnishing and operating fixed and movable work platforms, accommodating Contracting Agency inspection access, conducting the Contractor's quality control inspection program, providing material, labor, tools, and equipment, furnishing containers for containment waste, collecting and storing ' containment waste, collecting, storing, testing, and disposing of all containment waste not conforming to the definition in Section 6- 07.3(10)F, performing all cleaning and preparation of surfaces to be painted, applying all coats of paint and sealant, correcting ' coating deficiencies, completing coating repairs, and completing project site cleanup. The first sentence in the fourth paragraph is revised to read: ' Progress payments for "Cleaning and Painting - It will be made on a monthly basis and will be based on the percentage of the total estimated area satisfactorily cleaned and coated as determined by the Project Engineer. ' Section 6 -10, Concrete Barrier August 5, 2013 ' 6 -10.3 Construction Requirements This section is supplemented with the following: Steel welded wire reinforcement deformed, conforming to Section 9 -07.7, may be substituted in concrete barrier in place of deformed steel bars conforming to Section 9- ' 07.2, subject to the following conditions: 1. Steel welded wire reinforcement spacing shall be the same as the deformed steel bar spacing as shown in the Standard Plans. 2. The minimum cross sectional area for steel welded wire reinforcement shall be no less than 86 percent of the cross sectional area for the deformed steel bars being substituted. 3. Development lengths and splice lengths shall conform to requirements specified in the AASHTO LRFD Bridge Design Specifications, current edition. 6- 10.3(6) Placing Concrete Barriers The first and second sentences in the first paragraph are revised to read: ' Precast concrete barrier Types 2 and 4, precast single slope barrier, and transitions shall rest on a paved foundation shaped to a uniform grade and section. The foundation surface for precast concrete barrier Types 2 and 4, precast single slope barrier, and ' transitions shall meet this test for uniformity: 6 -10.5 Payment ' In the second paragraph, the bid item "Cons. Class 4000" is revised to read: ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -23 AMENDMENTS TO THE STANDARD SPECIFICATIONS "Conc. Class 4000 " Section 6 -12, Noise Barrier Walls August 6, 2012 6- 12.3(3) Shaft Construction The third sentence in the fifth paragraph is revised to read: When efforts to advance past the obstruction to the design shaft tip elevation result in the rate of advance of the shaft drilling equipment being significantly reduced relative to the rate of advance for the rest of the shaft excavation, then the Contractor shall remove the obstruction under the provisions of Section 6 -12.5. 6- 12.3(6) Precast Concrete Panel Fabrication and Erection The second sentence in item number 3 is deleted. 6 -12.5 Payment This section is supplemented with the following: "Removing Noise Barrier Wall Shaft Obstructions ", estimated. Payment for removing obstructions, as defined in Section 6- 12.3(3), will be made for the changes in shaft construction methods necessary to remove the obstruction. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the equipment and employees utilized, and the number of hours involved for each. Once these cost items and their duration have been agreed upon, the payment amount will be determined using the rate and markup methods specified in Section 1 -09.6. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for the item "Removing Noise Barrier Wall Shaft Obstructions" in the bid proposal to become a part of the total bid by the Contractor. If the shaft construction equipment is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the project, then standby payment for the idled equipment will be added to the payment calculations. If labor is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the project, then all labor costs resulting from Contractor labor agreements and established Contractor policies will be added to the payment calculations. The Contractor shall perform the amount of obstruction work estimated by the Contracting Agency within the original time of the contract. The Engineer will consider a time adjustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided: 1. the dollar amount estimated by the Contracting Agency has been exceeded, and; 2. the Contractor shows that the obstruction removal work represents a delay to the completion of the project based on the current progress schedule provided in accordance with Section 1 -08.3. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -24 i 1 v n u Bid Document , March 2014 0 AMENDMENTS TO THE STANDARD SPECIFICATIONS Section 6 -13, Structural Earth Walls April 1, 2013 6 -13.2 Materials In the first paragraph, the following item is inserted after the item "Aggregates for Portland Cement Concrete ": Gravel Borrow for Structural Earth Walls 9- 03.14(4) 6 -13.4 Measurement In the second paragraph, "Backfill" is revised to read "Gravel borrow ". 6 -13.5 Payment In this section, the bid item `Backfill for Structural Earth Wall Incl. Haul' is revised to read: "Gravel Borrow for Structural Earth Wall incl. Haul". Section 6 -14, Geosynthetic Retaining Walls April 1, 2013 6 -14.2 Materials The first paragraph is revised to read: Materials shall meet the requirements of the following sections: Portland Cement 9 -01 Aggregates for Portland Cement Concrete 9 -03.1 Sand 9- 03.13(1) Gravel Borrow for Structural Earth Wall 9- 03.14(4) Polyurethane Sealant 9- 04.2(3) Closed Cell Foam Backer Rod 9- 04.2(3)A Anchor Rods and Associated Nuts, Washers, and Couplers 9- 06.5(1) Reinforcing Steel 9 -07 Wire Mesh for Concrete Reinforcement 9 -07.7 Grout 9- 20.3(4) Construction Geosynthetic 9 -33 City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -25 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS 6 -14.4 Measurement In the second paragraph, "geosynthetic retaining wall backfill" is revised to read "structural earth wall backfill ". 6 -14.5 Payment In this section, the bid item "Gravel Borrow for Geosynthetic Ret. Wall Incl. Haul ". Is revised to read: "Gravel Borrow for Structural Earth Wall incl. Haul" Section 6 -15, Soil Nail Walls January 2, 2012 6 -15.2 Materials The referenced section for the following item is revised to read: Grout 9- 20.3(4) 6- 15.3(3) Submittals Item f beneath item number 3 is revised to read: f. Mix design and procedures for placing the grout. 6- 15.3(6) Soil Nailing This section is supplemented with the following: The Contractor shall make and cure grout cubes once per day in accordance with WSDOT Test Method T 813. These samples shall be retained by the Contractor until all associated verification and proof testing of the soil nails has been successfully completed. If the Contractor elects to test the grout cubes for compressive strength, testing shall be conducted by an independent laboratory and shall be in accordance with the WSDOT FOP for AASHTO T106. Section 6-16, Soldier Pile and Soldier Pile Tieback Walls January 2, 2012 6- 16.3(3) Shaft Excavation The third sentence in the seventh paragraph is revised to read: When efforts to advance past the obstruction to the design shaft tip elevation result in the rate of advance of the shaft drilling equipment being significantly reduced relative to the rate of advance for the rest of the shaft excavation, then the Contractor shall remove the obstruction under the provisions of Section 6 -16.5. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -26 C'! Bid Document ' March 2014 0 G AMENDMENTS TO THE STANDARD SPECIFICATIONS 6 -16.5 Payment This section is supplemented with the following: "Removing Soldier Pile Shaft Obstructions ", estimated. Payment for removing obstructions, as defined in Section 6- 16.3(3), will be made for the changes in shaft construction methods necessary to remove the obstruction. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the equipment and employees utilized, and the number of hours involved for each. Once these cost items and their duration have been agreed upon, the payment amount will be determined using the rate and markup methods specified in Section 1 -09.6. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for the item "Removing Soldier Pile Shaft Obstructions" in the bid proposal to become a part of the total bid by the Contractor. If the shaft construction equipment is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the project, then standby payment for the idled equipment will be added to the payment calculations. If labor is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the project, then all labor costs resulting from Contractor labor agreements and established Contractor policies will be added to the payment calculations. The Contractor shall perform the amount of obstruction work estimated by the Contracting Agency within the original time of the contract. The Engineer will consider a time adjustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided: ' 1. the dollar amount estimated by the Contracting Agency has been exceeded, and; 2. the Contractor shows that the obstruction removal work represents a delay to the completion of the project based on the current progress schedule provided in accordance with Section 1 -08.3. ' Section 6 -17, Permanent Ground Anchors August 6, 2012 6- 17.3(3) Submittals ' The first sentence in the sixth paragraph is revised to read: The Contractor shall submit the mix design for the grout conforming to Section 9- 20.3(4) and the procedures for placing the grout to the Engineer for approval. 6- 17.3(7) Installing Permanent Ground Anchors ' The following new paragraph is inserted after the sixth paragraph: ' The Contractor shall make and cure grout cubes once per day in accordance with WSDOT Test Method T 813. These samples shall be retained by the Contractor until all City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -27 AMENDMENTS ENTS TO THE STANDARD SPECIFICATIONS associated verification, performance and proof testing of the permanent ground anchors has been successfully completed. If the Contractor elects to test the grout cubes for compressive strength, testing shall be conducted by an independent laboratory and ' shall be in accordance with the WSDOT FOP for AASHTO T106. 6- 17.3(9) Permanent Ground Anchor Acceptance Criteria The fourth paragraph is deleted. I Section 6 -19, Shafts , August 5, 2013 6- 19.3(2) Submittal This section including title is revised to read: ' Shaft Construction Submittals , The shaft construction submittal shall be comprised of the following three components: construction experience; shaft installation narrative; and shaft slurry technical assistance. The submittal shall be submitted in a PDF format to the Project Engineer a minimum of 30 calendar days prior to the start of the Work. 6- 19.3(2)A Construction Experience Submittal This section's title is revised to read: Construction Experience , The first sentence in the first paragraph is revised to read: ' The Contractor shall submit a project reference list to the Project Engineer for verifying the successful completion by the Contractor of at least three separate foundation projects with shafts of diameters and depths similar to or larger than those shown in the ' Plans, and ground conditions similar to those identified in the Contract. The first sentence in the second paragraph is revised to read: ' The Contractor shall submit a list identifying the on -site supervisors and drill rig operators potentially assigned to the project to the Project Engineer. , The first and second sentences in the last paragraph are deleted. 6- 19.3(2)6 Shaft Installation Narrative Submittal ' This section's title is revised to read: Shaft Installation Narrative , The first sentence in the first paragraph is revised to read: The Contractor shall submit a shaft installation narrative to the Engineer. ' City of Federal Way , FWH and Sacajawea MS Bid Document Pad Connection Safe Routes to School March 2014 A -28 it J u 0 i r-, I Ij C r L 1l 1 AMENDMENTS TO THE STANDARD SPECIFICATIONS Item number 4. (except the table) is revised to read: 4. A slurry mix design, including all additives and their specific purpose in the slurry mix, with a discussion of its suitability to the anticipated subsurface conditions shall be submitted and include the procedures for mixing, using, and maintaining the slurry. A detailed plan for quality control of the selected slurry, including tests to be performed, test methods to be used, and minimum and /or maximum property requirements which must be met to ensure the slurry functions as intended, considering the anticipated subsurface conditions and shaft construction methods, in accordance with the slurry manufacturer's recommendations and these Special Provisions shall be included. As a minimum, the slurry quality control plan shall include the following tests: Item number 9. is revised to read (except the lettered items): 9. Reinforcing steel shop drawings with details of reinforcement placement, including bracing, centering, and lifting methods, and the method to ensure the reinforcing cage position is maintained during construction, including use of bar boots and /or rebar cage base plates, and including placement of rock backfill below the bottom of shaft elevation, provided the conditions of Section 6- 19.3(5)D are satisfied. The reinforcing steel shop drawings and shaft installation narrative shall include, at a minimum: The paragraph following item number 9 n is deleted. The first sentence in the paragraph following item number 9 n.. (after implementing the preceding Amendment) is revised to read: The Engineer will evaluate the shaft installation narrative for conformance with the Plans, Specifications, and Special Provisions, within the review time specified. 6- 19.3(2)C Shaft Slurry Technical Assistance Submittal This section's title is revised to read: Shaft Slurry Technical Assistance The second sentence in the first paragraph (except for the numbered items) is revised to read: The Contractor shall submit the following to the Engineer: 6- 19.3(4)B Minimum Level of Slurry in the Excavation This section is revised to read: When slurry is used in a shaft excavation the following is required: 1. The height of the slurry shall be as required to provide and maintain a stable hole to prevent bottom heave, caving, or sloughing of all unstable zones. ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -29 r Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS 2. The Contractor shall provide casing, or other means, as necessary to meet these requirements. 3. The slurry level in the shaft while excavating shall be maintained above the groundwater level the greater of the following dimensions: a. Not less than 5 feet for mineral slurries. b. Not less than 10 feet for water slurries. c. Not less than 10 feet for synthetic slurries. 4. The slurry level in the shaft throughout all stops as specified in Section 6- 19.3(3)A and during concrete placement as specified in Section 6- 19.3(7) shall be no lower than the water level elevation outside the shaft. 6- 19.3(4)F Slurry Disposal This section including title is revised to read: 6- 19.3(4)F Disposal of Slurry and Slurry Contacted Spoils The Contractor shall dispose of the slurry and slurry- contacted spoils as specified in the shaft installation narrative in accordance with Section 6- 19.3(2)B, item 8, and in accordance with the following requirements: 1. Water slurry with no additives may be infiltrated to an upland area within the confines of the Contracting Agency Right of Way for the project. Infiltration is allowed provided the ground -line at the disposal site is at least 5 feet above the current water table, and that disposal operations conform to the temporary erosion and sedimentation control (TESC) requirements established for this project. For the purposes of water slurry disposal, upland is defined as an area that has no chance of discharging directly to waters of the State, including wetlands or conveyances that indirectly lead to wetlands or waters of the State. Spoils in contact with this slurry may be disposed of as clean fill. 2. Synthetic slurry and water slurry with polymer -based additives shall be contained and disposed of by the Contractor at an approved facility. The Contractor shall acquire all permits or approvals necessary for disposal of the slurry and shall provide copies to the Engineer. Spoils in contact with synthetic slurry or water slurry with polymer -based additives shall be disposed of in accordance with Section 2- 03.3(7)C. With approval of the Engineer, the Contractor may re -use these spoils on -site. 3. Mineral slurry may be infiltrated to a temporary sediment trap located in an upland area within the confines of the Contracting Agency Right of Way for the project. Infiltration is allowed provided the ground -line at the disposal site is at least 5 feet above the current water table, and that disposal operations conform to the temporary erosion and sedimentation control (TESC) requirements established for this project. For the purposes of mineral slurry disposal, upland is defined as an area that has no chance of discharging directly to waters of the State, including wetlands or conveyances that City of Federal Way FWH and Sacajawea MS Pad Connection Safe Routes to School A -30 [1 0 n L, 'J Bid Document , March 2014 1 1 i 0 k 7 AMENDMENTS TO THE STANDARD SPECIFICATIONS indirectly lead to wetlands or waters of the State. Spoils in contact with mineral slurry shall be disposed of in accordance with Section 2- 03.3(7)C. With approval of the Engineer, the Contractor may re -use these spoils on -site. Section 7 -02, Culverts August 6, 2012 7 -02.2 Materials Note 3 in the table titled, "Culvert Pipe Schedules" is revised to read: 3Polypropylene pipe, 12 inch to 30 inch diameters approved for Schedule A and Schedule B, 36 inch to 60 inch diameters approved for Schedule A only. 7 -02.5 The bid item "Steel Rib Reinforced Polyethylene Culvert Pipe In. Diam. ", per linear foot is revised to read: "St. Rib Reinf Polyethylene Culv. Pipe In. Diam. ", per linear foot Section 7 -03, Structural Plate Pipe, Pipe Arch, Arch, and Underpass August 6, 2012 7- 03.3(1) Foundations, General This section is supplemented with the following: When aluminum pipe or pipe arch is in contact with cement concrete, two coats of paint shall be applied in accordance with Section 7- 08.3(2)D. 7- 03.3(5) Headwalls This section is supplemented with the following: When aluminum pipe or pipe arch is in contact with cement concrete, two coats of paint shall be applied in accordance with Section 7- 08.3(2)D. Section 7 -04, Storm Sewers August 6, 2012 7- 04.3(1)6 Exfiltration Test — Storm Sewers The fifth column title "PE 4,, is revised to read " PP4,, from the table titled, "Storm Sewer Pipe Schedules ". Note 4 in the table titled, "Storm Sewer Pipe Schedules" is revised to read: 4PP = Polypropylene Pipe, 12 inch to 30 inch approved for Schedule A and Schedule B, 36 inch to 60 inch diameters approved for Schedule A only. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -31 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS 7 -04.5 The bid item "Steel Rib Reinforced Polyethylene Storm Sewer Pipe In Diam ", per linear foot is revised to read: "St. Rib Reinf Polyethylene Storm Sewer Pipe In. Diam ", per linear foot Section 7 -05, Manholes, Inlets, Catch Basins, and Drywells April 2, 2012 7 -05.3 Construction Requirements The third paragraph is supplemented with the following: Leveling and adjustment devices that do not modify the structural integrity of the metal frame, grate or cover, and do not void the originating foundry's compliance to these specifications and warranty is allowed. Approved leveling devices are listed in the Qualified Products List. Leveling and adjusting devices that interfere with the backfilling, backfill density, grouting and asphalt density will not be allowed. The hardware for leveling and adjusting devices shall be completely removed when specified by the Project Engineer. Section 7 -08, General Pipe Installation Requirements August 6, 2012 7- 08.3(2)D Pipe Laying — Steel or Aluminum The following new sentence is inserted after the first sentence in the second paragraph: The paint shall cover all the surface in contact with the concrete and extend one inch beyond the point of contact. Section 7 -09, Water Mains August 6, 2012 7- 09.3(19)A Connections to Existing Mains In the second paragraph, "Special Conditions" is revised to read "Special Provisions ". Section 8 -01, Erosion Control and Water Pollution Control August 5, 2013 8 -01.2 Materials The first paragraph is revised to read: Materials shall meet the requirements of the following sections: Corrugated Polyethylene Drain Pipe 9- 05.1(6) Quarry Spalls 9 -13 Seed 9 -14.2 City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -32 Bid Document March 2014 ' AMENDMENTS TO THE STANDARD SPECIFICATIONS ' Fertilizer 9 -14.3 Mulch and Amendments 9 -14.4 Tackifiers 9- 14.4(7) Erosion Control Devices 9 -14.5 High Visibility Fence 9 -14.5 Construction Geotextile 9 -33 8- 01.3(1) General The last two sentences in the first paragraph are deleted. In the seventh paragraph, "perimeter silt fencing" is revised to read "silt fencing ". ' 8- 01.3(2)D Mulching The following two new paragraphs are inserted after the fourth paragraph: ' Short-Term Mulch shall be hydraulically applied at the rate of 2500 pounds per acre and may be applied in one lift. Moderate -Term Mulch and Long -Term Mulch shall be hydraulically applied at the rate of 3500 pounds per acre with no more than 2000 pounds applied in any single lift. ' 8- 01.3(2)E Soil Binders and Tacking Agents This section including title is revised to read: ' 8- 01.3(2)E Tackifiers Tackifiers applied using a hydroseeder shall have a mulch tracer added to visibly aid uniform application. This tracer shall not be harmful to plant, aquatic, or animal life. A minimum of 125 pounds per acre and a maximum of 250 pounds per acre of Short - Term Mulch shall be used as a tracer. Tackifier shall be mixed and applied in ' accordance with the manufacturer's recommendations. Soil Binding Using Polyacrylamide (PAM) — The PAM shall be applied on bare soil completely dissolved and mixed in water or applied as a dry powder. Dissolved PAM ' shall be applied at a rate of not more than % pound per 1,000 gallons of water per acre. A minimum of 200 pounds per acre of Short-Term Mulch shall be applied with the dissolved PAM. Dry powder applications may be at a rate of 5 pounds per acre using a ' hand -held fertilizer spreader or a tractor - mounted spreader. tin PAM shall be applied only to areas that drain to completed sedimentation control BMPs accordance with the TESC Plan. PAM may be reapplied on actively worked areas after a 48 -hour period. ' PAM shall not be applied during rainfall or to saturated soils 8- 01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch ' In the first paragraph, "Engineer" is revised to read "Project Engineer ". City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -33 AMENDMENTS TO THE STANDARD SPECIFICATIONS Note 1 of the table in the first paragraph is revised to read: ' Where Contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the fall period listed above The third paragraph is deleted. 8- 01.3(3) Placing Erosion Control Blanket This section including title is revised to read: 8- 01.3(3) Placing Biodegradable Erosion Control Blanket Biodegradable Erosion Control Blankets are used as an erosion prevention device and to enhance the establishment of vegetation. Erosion control blankets shall be installed according to the manufacturer's recommendations. Seeding and fertilizing shall be done prior to blanket installation. Select erosion control blanket material for an area based on the intended function: slope or ditch stabilization, and site specific factors including soil, slope gradient, rainfall, and flow exposure. Erosion Control Blankets shall not be used on slopes or in ditches that exceed the manufacturer's recommendations. 8- 01.3(4) Placing Compost Blanket This section is revised to read: Compost blanket shall be placed to a depth of 3 inches over bare soil. Compost blanket shall be placed prior to seeding or other planting. An organic tackifier shall be placed over the entire composted area when dry or windy conditions are present or expected before the final application of mulch or erosion control blanket. The tackifier shall be applied immediately after the application of compost to prevent compost from leaving the composted area. Compost shall be Medium Compost. 8- 01.3(5) Placing Plastic Covering This section including title is revised to read: Plastic Covering Erosion Control - Plastic coverings used to temporarily cover stock piled materials, slopes or bare soils shall be installed and maintained in a way that prevents water from intruding under the plastic and prevents the plastic cover from blowing open in the wind. Plastic coverings shall be placed with at least a 12 -inch overlap of all seams and be a minimum of 6 mils thick. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -34 Bid Document March 2014 1 u F- L I C n u u u 0 �r n F `1 0 C� AMENDMENTS TO THE STANDARD SPECIFICATIONS Containment - Plastic coverings used to line concrete washout areas, contain wastewaters, or used in secondary containment to prevent spills, shall be seamless to prevent infiltration and be a minimum of 10 mils thick. Vegetation Management - Plastic covering placed over areas that have been seeded shall be clear and where vegetative growth is to inhibited it shall be black and be a minimum of 4 mils thick. 8- 01.3(6) Check Dams This section is revised to read: Check dams are used as an erosion and sediment control device in channels or conveyance areas. Check dams shall be installed as soon as construction will allow, or when designated by the Project Engineer. The Contractor may substitute a different check dam material, in lieu of what is specified in the contract, with approval of the Project Engineer. Check dam materials shall meet the requirements in Section 9- 14.5(4). Straw bales shall not be used as check dams. The check dam is a temporary or permanent structure, built across a minor channel placed perpendicular to the flow of water. Water shall not flow freely through the check dam structure. Check dams shall be constructed in a manner that creates a ponding area upstream of the dam to allow pollutants to settle, with water from increased flows channeled over a spillway in the check dam. The check dam shall be constructed to prevent erosion in the area below the spillway. The outer edges shall extend up the sides of the conveyance to prevent water from going around the check dam. Check dams shall be of sufficient height to maximize detention, without causing water to leave the ditch. Wattles, coir logs and compost sock used as check dams shall not be trenched in and shall be installed as shown in the Standard Plans. When wattles, coir logs, and compost socks are used as check dams they shall be measured and paid as check dam in accordance with Section 8 -01.4 and 8 -01.5. 8- 01.3(6)A Geotextile- Encased Check Dam This sections content including title is deleted. 8- 01.3(6)6 Quarry Spall Check Dam This sections content including title is deleted. 8- 01.3(6)C Sandbag Check Dam This sections content including title is deleted. 8- 01.3(6)D Wattle Check Dam This sections content including title is deleted. 8- 01.3(6)E Coir Log This section including title and section number is revised to read: ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -35 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS 8- 01.3(6)A Coir Log Coir logs are used as erosion and sediment control or bank stabilizing device. Coir logs shall be laid out, spaced, staked and installed in accordance with the Standard Plans. Live stakes in accordance with Section 9- 14.6(1) can be used in addition to, but not as a replacement for, wooden stakes. 8- 01.3(7) Stabilized Construction Entrance The first paragraph is revised to read: Temporary stabilized construction entrance shall be constructed in accordance with the Standard Plans, prior to beginning any clearing, grubbing, embankment or excavation. All quarry spall material used for stabilized construction entrance shall be free of extraneous materials that may cause or contribute to track out. 8- 01.3(9)A Silt Fence This section and all sub - sections including title is revised to read: 8- 01.3(9)A Fencing 8- 01.3(9)A1 High Visibility Fencing High visibility fencing (HVF) shall be orange in color and installed along the site preservation lines shown in the Plans or as specified by the Engineer. Post spacing and attachment of the fencing material to the posts shall be as shown in the Standard Plans and in accordance with Section 9- 14.5(8). The HVF shall not be fastened to trees. 8- 01.3(9)A2 Silt Fence Silt fence shall be black in color and used as a sediment control device to prevent sediment laden water from leaving project boundaries, to manage stormwater within the site, or to create small detention areas. Silt fence shall be installed at locations shown in the Plans. The geotextile shall be securely attached to the posts and support system. Post spacing and attachments shall be as shown in Standard Plans. Geotextile material shall meet the requirements of Section 9- 33.2(1), Table 6 and be sewn together at the point of manufacture, or at a location approved by the Engineer, to form geotextile lengths as required. All sewn seams and overlaps shall be located at a support post. Posts shall be either wood or steel. Wood posts shall have minimum dimensions of 11/4 by 11/4 inches by the minimum length shown in the Plans. When sediment deposits reach approximately Y3 the height of the silt fence, the deposits shall be removed and stabilized in accordance with Section 8- 01.3(15). City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -36 0 0 r, I Bid Document , March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS If trenching is not feasible due to rocky soils or not advisable due to proximity to a downslope sensitive area, a different sediment control device that does not require ' trenching shall be used in place of silt fence. Silt Fence with Backup Support ' Where backup support is needed for silt fence in areas where extra strength may be required, such as the toe of steep cut or fill slopes or areas where equipment may push excessive soils toward the fence. When backup support is used, wire shall have a maximum mesh spacing of 2 inches, and the plastic mesh shall be as resistant to ultraviolet radiation as the geotextile it supports. The strength of the wire or plastic mesh shall be equivalent to or greater than as required in Section 9- 33.2(1), Table 6, for unsupported geotextile (i.e., 180 lbs. grab tensile strength in the machine direction). Post spacing and attachments shall be as shown in Standard Plans. 8- 01.3(9)A3 High Visibility Silt Fence ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -37 High visibility silt fence (HVSF) shall be orange in color and only be used for the ' dual purpose of demarcating site preservation lines and a sediment control device in a location where high visibility mesh fence and black silt fence would otherwise be used together at same location. If use of HVSF is allowed the geotextile material shall meet the material requirements of Section 9- 33.2(1), Table 6. Post spacing and attachments shall be as shown in Standard Plans. 1 High Visibility Silt Fence with Backup Support Where backup support is needed for high visibility silt fence (HVSF) in areas where ' extra strength may be required, such as the toe of steep cut or fill slopes or areas where equipment may push excessive soils toward the sensitive or protected areas. When backup support is used, wire shall have a maximum mesh spacing of 2 inches, and the plastic mesh shall be as resistant to ultraviolet radiation as the geotextile it supports. The strength of the wire or plastic mesh shall be equivalent to or greater than as required in Section 9- 33.2(1), Table 6, for unsupported geotextile (i.e., 180 lbs. grab tensile strength in the machine ' direction). Post spacing shall be as shown in Standard Plans. When sediment deposits reach approximately 1/3 the height of the silt fence, or 8 ' inches whichever is lower, the deposits shall be removed and stabilized in accordance with Section 8- 01.3(15). ' 8- 01.3(9)B Gravel Filter, Wood Chip, or Compost Berm The first paragraph is revised to read: 1 Filter berms shall retain sediment and direct flows. The gravel filter berm shall be a minimum of 1 foot in height and shall be maintained at this height for the entire time they are in use. Rock material used for filter berms shall meet the grading requirements 1 in Section 9- 03.9(2), but shall not include any recycled materials as outlined in Section 9- 03.21. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -37 AMENDMENTS TO THE STANDARD SPECIFICATIONS ' The last sentence in the third paragraph is revised to read: ' Compost shall be Medium Compost. ' 8- 01.3(9)C Straw Bale Barrier This section including title is revised to read: ' 8- 01.3(9)C Vacant 8- 01.3(10) Wattles This section is revised to read: Wattles are used as a flow control and sediment control device. Wattles shall be , installed as soon as construction will allow or when designated by the Engineer. Wattle installation and trenching shall begin from the base of the slope and work uphill prior to any topsoil or compost placement. Excavated material from trenching shall be spread evenly along the uphill slope and be compacted using hand tamping or other method approved by the Engineer. On gradually sloped or clay -type soils trenches shall be 2 to ' 3 inches deep. On loose soils, in high rainfall areas, or on steep slopes, trenches shall be 3 to 5 inches deep, or half the thickness of the wattle, whichever is greater. Wattles shall be laid out, spaced and staked in accordance with the Standard Plans. Live stakes in accordance with Section 9- 14.6(1) can be used in addition to, but not as a replacement for, wooden stakes. If trenching and staking is not possible due to rocky soils, compost socks shall be used instead of wattles. The Contractor shall exercise care when installing wattles to ensure the method of installation minimizes disturbance and prevents sediment or pollutant discharge into I water bodies. 8- 01.3(11) Vacant This section including title is revised to read: 8- 01.3(11) Outlet Protection , Outlet protection shall prevent scour at the outlets of ponds, pipes, ditches or other conveyances. All quarry spall material used for outlet protection shall be free of ' extraneous material and meet the gradation requirements in Section 9 -13.6. 8- 01.3(12) Compost Socks This section is revised to read: ' Compost socks are used as a flow control and sediment control device. Compost socks shall be installed as soon as construction will allow or when designated by the Project Engineer. Compost socks shall be installed prior to any mulching or compost placement. Compost socks shall be laced together end -to -end with coir rope or ends ' shall be securely overlapped to create a continuous length. Terminal ends of the City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -38 Bid Document ' March 2014 IAMENDMENTS TO THE STANDARD SPECIFICATIONS ' continuous length shall be curved 2 to 4 feet upward into the slope to prevent concentrated flows from going around the terminal ends. Finished grades shall be of a ' natural appearance with smooth transitions. Compost for compost socks shall be Medium Compost. ' Compost sock shall be laid out, spaced and staked in accordance with the Standard Plans. Live stakes in accordance with Section 9- 14.6(1) can be used in addition to, but not as a replacement for, wooden stakes. If staking is not possible or if the compost sock is being used on concrete, heavy blocks or an equivalent item shall be used to weigh down and secure the sock. Compost socks shall be laid out, spaced and staked in accordance with the Standard Plans. t The Contractor shall exercise care when installing compost socks to ensure that the method of installation minimizes disturbance of waterways and prevents sediment or pollutant discharge into water bodies. Stakes shall be removed to minimize soil disturbance. 8- 01.3(13) Temporary Curb This section is revised to read: Temporary curbs shall divert or redirect water around erodible soils. Temporary curbs shall be installed along pavement edges to prevent runoff from flowing onto erodible slopes. Water shall be directed to areas where erosion can be controlled. The temporary curbs shall be a minimum of 4 inches in height. Ponding shall not be in roadways. 8- 01.3(16) Removal The first sentence in the first paragraph is revised to read: When the Project Engineer determines that an erosion control BMP is no longer required, the Contractor shall remove the BMP and all associated hardware from the project limits. The first and second sentences in the second paragraph are revised to read: The Contractor shall remove BMPs and associated hardware in a way that minimizes ' soil disturbance. The Contractor shall permanently stabilize all bare and disturbed soil after removal of BMP's. 8 -01.4 Measurement ' The third ara ra h is revised to read: p 9 p ' Check dams will be measured per linear foot one time only along the completed check dam. No additional measurement will be made for check dams that are required to be rehabilitated or replaced due_ to wear. The ninth paragraph is deleted. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -39 AMENDMENTS TO THE STANDARD SPECIFICATIONS The twelfth paragraph (after the preceding amendment is applied) is revised to read: Seeding, fertilizing, liming, mulching, mowing, and tackifier will be measured by the acre by ground slope measurement or through the use of design data The fifteenth paragraph (after the preceding amendment is applied) is revised to read: Fencing will be measured by the linear foot along the ground line of the completed fence. This section is supplemented with the following: Outlet Protection will be measured per each initial installation at an outlet location. 8 -01.5 Payment The paragraph following the bid item, "Plastic Covering ", per square yard is revised to read The unit Contract price per square yard for "Plastic Covering" shall be full payment to perform the Work as specified in Section 8- 01.3(5) and as shown in the Plans, including removal and disposal at an approved disposal site. The bid item "Straw Bale ", per each is deleted. The bid item " Erosion Control Blanket ", per square yard is deleted. The bid item "Soil Binder or Tacking Agent ", per acre is deleted. This section is supplemented with the following: "Outlet Protection ", per each. The unit Contract price per each for "Outlet Protection" shall be full payment for all costs incurred to complete the Work. "Tackifier ", per acre. The unit Contract price per acre for `Tackifier" shall be full payment for all costs incurred to complete the Work. "Biodegradable Erosion Control Blanket ", per square yard. The unit Contract price per square yard for "Biodegradable Erosion Control Blanket" shall be full pay for all costs to complete the specified Work. "High Visibility Silt Fence ", per linear foot. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -40 i 0 Ll �i L F Bid Document , March 2014 I � r 1 r AMENDMENTS TO THE STANDARD SPECIFICATIONS Section 8-02, Roadside Restoration August 5, 2013 In this section, "psiPE" is revised to read "PSIPE ". 8- 02.3(2) Roadside Work Plan The first sentence in the second paragraph is revised to read: The Roadside Work Plan shall also include a copy of the approved progress schedule. The sub paragraph titled "Progress Schedule" is deleted. 8- 02.3(4)C Topsoil Type C In this section, "9- 14.1(2)" is revised to read "9- 14.1(3) ". 8- 02.3(8) Planting Item number 1 in the second paragraph is revised to read: 1. Non- Irrigated Plant Material West of the summit of the Cascade Range - October 1 to March 1. East of the summit of the Cascade Range - October 1 to November 15. 8 -02.4 Measurement The first sentence is revised to read: Topsoil, mulch and soil amendments will be measured by the acre along the grade and slope of the area covered immediately after application. The seventh sentence is revised to read: Compost will be measured by the acre along the grade and slope of the area covered immediately after application. 8 -02.5 Payment The bid item 'Topsoil Type " per cubic yard and following paragraph are revised to read: "Topsoil Type ", per acre. The unit contract rice per acre for "Topsoil Type " shall be full a for providing p p p Yp pay p 9 the source of material for topsoil Type A and C, for pre- excavation weed control, ' excavating, loading, hauling, intermediate windrowing, stockpiling, weed control on stockpiles or windrows, and removal, placing, spreading, processing, cultivating, and compacting topsoil Type A, Type B, and Type C. The bid item "Fine Compost ", per cubic yard is revised to read: ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -41 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS "Fine Compost ", per acre. The bid item "Medium Compost ", per cubic yard is revised to read: "Medium Compost ", per acre. The bid item "Coarse Compost ", per cubic yard and following paragraph are revised to read: "Coarse Compost ", per acre. The unit Contract price per cubic yard for "Fine Compost ", Medium Compost" or "Coarse Compost" shall be full pay for furnishing and spreading the compost onto the existing soil. The bid item "Soil Amendment', per cubic yard and following paragraph are revised to read: "Soil Amendment", per acre. The unit Contract price per acre for "Soil Amendment' shall be full pay for furnishing and incorporating the mulch onto the existing soil. The bid item "Bark or Wood Chip Mulch ", per cubic yard and following paragraph are revised to read: "Bark or Wood Chip Mulch ", per acre. The unit Contract price per acre for "Bark or Wood Chip Mulch" shall be full pay for furnishing and spreading the mulch onto the existing soil. Section 8-03, Irrigation Systems April 2, 2012 8- 03.3(7) Flushing and Testing The fifth paragraph is deleted. Section 8-04, Curbs, Gutters, and Spillways April 2, 2012 8- 04.3(1) Cement Concrete Curbs, Gutters, and Spillways This section is supplemented with the following new sub - section: 8- 04.3(1)B Roundabout Cement Concrete Curb and Gutter Roundabout cement concrete curb and gutter and roundabout splitter island nosing curb shall be shaped and finished to match the shape of the adjoining curb as shown in the Plans. All other requirements for cement concrete curb and cement concrete curb and gutter shall apply to roundabout cement concrete curb and gutter. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -42 1 n Bid Document ' March 2014 u 0 11 C' G 1 0 n n d AMENDMENTS TO THE STANDARD SPECIFICATIONS 8 -04.4 Measurement This section is supplemented with the following: Roundabout splitter island nosing curb will be measured per each. 8 -04.5 Payment The bid item, "Roundabout Truck Apron Cement Concrete Curb ", per linear foot is deleted. This section is supplemented with the following: "Roundabout Cement Concrete Curb and Gutter ", per linear foot The unit Contract price per linear foot for "Roundabout Cement Concrete Curb and Gutter" shall be full payment for all costs for the Work including transitioning the roundabout cement concrete curb and gutter to the adjoining curb shape. "Roundabout Splitter Island Nosing Curb ", per each. The unit Contract price per each for "Roundabout Splitter Island Nosing Curb" shall be full payment for all costs for the Work including transitioning the roundabout splitter island nosing curb to the adjoining curb shape. Section 8 -07, Precast Traffic Curb and Block Traffic Curb January 7, 2013 This section's title is revised to read: 8 -07 Precast Traffic Curb 8 -07.1 Description This section is revised to read: This Work consists of furnishing and installing precast traffic sloped mountable curb or dual faced sloped mountable curb of the design and type specified in the Plans in accordance with these Specifications and the Standard Plans in the locations indicated in the Plans or as staked by the Engineer. 8-07.2 Materials The material reference "Block Traffic Curb 9- 18.3" is deleted from this section. The referenced section for the following item is revised to read: Paint 9 -34.2 8- 07.3(1) Installing Curbs The fifth and seventh paragraphs are deleted from this section. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -43 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS 8 -07.4 Measurement The first paragraph is deleted from this section. 8 -07.5 Payment The following bid items are deleted from this section: "Type A Precast Traffic Curb ", per linear foot. "Type C Precast Traffic Curb ", per linear foot. "Type A Block Traffic Curb ", per linear foot. "Type C Block Traffic Curb ", per linear foot. Section 8-11, Guardrail August 5, 2013 8 -11.2 Materials The following material reference is deleted from this section: Weathering Steel Beam Guardrail 9 -16.8 8- 11.3(1)6 Erection of Rail The last sentence in the first paragraph is revised to read: All holes shall be painted with two coats of paint conforming to Section 9- 08.1(2)B. The fourth paragraph is revised to read: Galvanized steel rail plates shall be fastened to the posts with galvanized bolts, washers, and nuts of the size and kind shown in the Plans. The last paragraph is deleted. 8- 11.3(1)D Removing Guardrail and Guardrail Anchor The first two sentences in the first paragraph are revised to read: Removal of the various types of guardrail shall include removal of the rail, cable elements, hardware, and posts, including transition sections, expansion sections, terminal sections and the rail element of anchor assemblies. Removal of the various types of guardrail anchors shall include removal of the anchor assembly, including concrete bases, rebar, steel tubes, and any other appurtenances in the anchor assembly. 8 -11.4 Measurement The seventh paragraph is revised to read: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -44 Bid Document , March 2014 0 u k I � r 0 AMENDMENTS TO THE STANDARD SPECIFICATIONS Measurement of removal of guardrail will be by the linear foot measured along the line of guardrail removed including transition sections, expansion sections, guardrail anchor rail elements and terminal sections. 8 -11.5 Payment The bid item 'Weathering St. Beam Guardrail Type ", per linear foot is deleted. The second paragraph is revised to read: The unit Contract price per linear foot for "Beam Guardrail Type ", "Beam Guardrail Type 1- Ft. Long Post ", and "Beam Guardrail Type 31- Ft. Long Post ", shall be full payment for all costs to obtain and provide materials and perform the Work as described in Sections 8- 11.3(1)A and 8- 11.3(1)B, including costs for additional rail elements when nested rail is required, and when connections to concrete masonry Structures are required. The paragraph following the bid item "Removing Guardrail Anchor ", per each is revised to read: The unit Contract price per each for "Removing Guardrail Anchor" shall be full payment for all costs to perform the Work as described in Section 8- 11.3(1)D, including rail removal, if there isn't a Bid Item for Removing Guardrail in the run of guardrail connecting to the anchor. Section 8 -12, Chain Link Fence and Wire Fence April 2, 2012 In this Section "Engineer" is revised to read "Project Engineer ". 8 -12.2 Materials This section is supplemented with the following: Paint 9- 08.1(2)B 8- 12.3(1)A Posts The words "for Type 3 and Type 4 fences" and `on Type 3 and Type 4 fences" are deleted from this section. The first sentence of the fifth paragraph is revised to read: After the post is set and plumbed, the hole shall be filled with Grout Type 4. The third sentence in the sixth paragraph is replaced with the following two sentences: After the post is set and plumbed, the hole in the portion of the post in solid rock shall be filled with Grout Type 4. The grout shall be thoroughly worked into the hole so as to leave no voids. ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -45 1 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS The seventh paragraph is deleted. The ninth paragraph is revised to read: Steep slopes or abrupt topography may require changes in various elements of the fence. It shall be the responsibility of the Contractor to provide all posts of sufficient length to accommodate the chain link fabric. The tenth paragraph is revised to read: All round posts shall have approved top caps fastened securely to the posts. The base of the top cap fitting for round posts shall feature an apron around the outside of the posts. 8- 12.3(1)B Top Rail This section's content including title is deleted and replaced with: 8- 12.3(1)B Vacant 8- 12.3(1)C Tension Wire and Tension Cable This section's content including title is revised to read: 8- 12.3(1)C Tension Wire Tension Wires shall be attached to the posts as detailed in the Plans or as approved by the Engineer. 8- 12.3(1)D Chain Link Fabric The first three paragraphs are revised to read: Chain link fabric shall be attached after the cables and wires have been properly tensioned. Chain link fabric shall be placed on the face of the post away from the Highway, except on horizontal curves where it shall be placed on the face on the outside of the curve unless otherwise directed by the Project Engineer. Chain link fabric shall be placed approximately 1 -inch above the ground and on a straight grade between posts by excavating high points of ground. Filling of depressions will be permitted only upon approval of the Project Engineer. The fourth sentence in the fourth paragraph is revised to read: The top and bottom edge of the fabric shall be fastened with hog rings to the top and bottom tension wires as may be applicable, spaced at 24 -inch intervals. 8- 12.3(1)E Chain Link Gates The third paragraph is deleted. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -46 d ':1 fl Bid Document ' March 2014 1 ' AMENDMENTS TO THE STANDARD SPECIFICATIONS '8-12.3(2)A Posts ' In the second paragraph, "commercial" is deleted. The first sentence of the fifth paragraph is revised to read: ' After the post is set and plumbed, the hole shall be filled with Grout Type 4. ' The fourth sentence in the sixth paragraph is replaced with the following two sentences: After the post is set and plumbed, the hole in the portion of the post in solid rock shall be filled with Grout Type 4. The grout shall be thoroughly worked into the hole so as to leave no voids. The unit Contract price per each for "Wire Fence Type " shall be full payment for all costs for the specified Work including payment for clearing of the fence line. IThe following paragraph is inserted after the item "Double Wire Gate 20 Ft. Wide ", per each: ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -47 The tenth paragraph is revised to read: Where the new fence joins an existing fence, the 2 shall be attached in a manner satisfactory to the Project Engineer, and end or corner posts shall be set as necessary. ' The eleventh paragraph is deleted. 8 -12.5 Payment The paragraph following the item "Chain Link Fence Type ", per linear foot is revised to read: ' The unit Contract price per linear foot for "Chain Link Fence Type " shall be full payment for all costs for the specified Work including brace post installation and all ' other requirements of Section 8 -12 for Chain Link Fence, unless covered in a separate Bid Item in this Section. The following paragraph is inserted after the item "End, Gate, Corner, and Pull Post for ' Chain Link Fence ", per each: The unit Contract price per each for "End, Gate, Corner, and Pull Post for Chain Link ' Fence" shall be full payment for all costs for the specified Work. The following paragraph is inserted after the item "Single 6 Ft. Chain Link Gate ", per each: ' The unit Contract price per each for "Double 14 Ft. Chain Link Gate ", "Double 20 Ft. Chain Link Gate ", and "Single 6 Ft. Chain Link Gate ", shall be full payment for all costs for the specified Work. "Wire ", The paragraph following the item Fence Type per linear foot is revised to read The unit Contract price per each for "Wire Fence Type " shall be full payment for all costs for the specified Work including payment for clearing of the fence line. IThe following paragraph is inserted after the item "Double Wire Gate 20 Ft. Wide ", per each: ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -47 AMENDMENTS TO THE STANDARD SPECIFICATIONS The unit contract price per each for "Single Wire Gate 14 Ft. Wide" and "Double Wire Gate 20 Ft. Wide" shall be full payment for all costs for the specified Work. The paragraph following the item "Access Control Gate ", per each is revised to read: The unit contract price per each for "Access Control Gate" shall be full payment for all costs to perform the specified Work. Section 8-15, Riprap April 2, 2012 8 -15.1 Description The second paragraph is revised to read: Riprap will be classified as heavy loose riprap, light loose riprap, and hand placed riprap. Section 8-20, Illumination, Traffic Signal Systems, And Electrical August 5, 2013 8- 20.3(4) Foundations The first paragraph is revised to read: Foundation concrete shall conform to the requirements for the specified class, be cast - in -place concrete and be constructed in accordance with Sections 6 -02.2 and 6 -02.3. Concrete for Type 11, 111, IV, V, and CCTV signal standards and light standard foundations shall be Class 40008 Concrete for pedestals and cabinets, Type PPB, PS, I, FB, and RM signal standards and other foundations shall be Class 3000. Concrete placed into an excavation where water is present shall be placed using an approved tremie. If water is not present, the concrete shall be placed such that the free -fall is vertical down the center of the shaft without hitting the sides, the steel reinforcing bars, or the steel reinforcing bar cage bracing. The Section 6- 02.3(6) restriction for 5 -feet maximum free -fall shall not apply to placement of Class 4000P concrete into a shaft. Steel reinforcing bars for foundations shall conform to Section 9 -07. 8- 20.3(5) Conduit This sections content is deleted and replaced with the following new sub - sections: 8- 20.3(5)A General The ends of all conduit, metallic and nonmetallic, shall be reamed to remove burrs and rough edges. Field cuts shall be made square and true. The ends of unused conduits shall be capped. When conduit caps are removed, the threaded ends of metal conduit shall be provided with approved conduit bushings and non -metal conduit shall be provided with end bells. Reducing couplings will not be permitted. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -48 1 n 1 I I I n Bid Document ' March 2014 1 0 L AMENDMENTS TO THE STANDARD SPECIFICATIONS Existing conduit in place scheduled for installation of new conductor(s) shall first have any existing conductor(s) removed and a cleaning mandrel shall be pulled through. The existing conduit shall then be prepared subject to the same requirements outlined in this paragraph, for new conduit and innerduct, unless otherwise indicated in the plans. All new conduit and all innerduct shall be blown clean with compressed air. Then in the presence of the Engineer, an 80 percent sizing mandrel, correctly sized for the raceway, shall be pulled through to ensure that the raceway has not been deformed. This shall be done prior to pulling wire or fiber optic cable and after final assembly is in place. Existing conductor(s) shall be reinstalled unless otherwise indicated in the Plans. As soon as the sizing mandrel has been pulled through innerduct, a 200 -lb minimum tensile strength pull string shall be installed and attached to duct plugs at both ends. When conduit is installed for future use, as soon as the bushing or end bell has been installed and the sizing mandrel has been pulled through, the ground wire shall be installed and both ends shall be capped. 8- 20.3(5)A1 Fiber Optic Conduit Where conduit to contain fiber optic cable or conduit identified to contain future fiber optic cable is installed by open trenching, Detectable Underground Warning Tape shall be placed 12- inches above the conduit unless otherwise detailed in the ' Plans. Detectable Underground Warning Tape shall extend 2 -feet into boxes or vaults. Splicing of the tape shall be in accordance with tape manufacturer's recommended materials and procedures. ' Location Wire shall be installed with all nonmetallic conduit that contains fiber optic cable and all conduits identified to contain future fiber optic cable. When open trenching is used, the location wire shall be placed in continuous lengths directly above the conduit. Where conduit is installed by other methods, the Location Wire shall be attached to the outside of the conduit with electrical tape placed at minimum 18 -inch intervals. Location Wire shall extend 12 -feet into boxes or vaults. ' Splices shall be crimped using a non - insulated butt splice, soldered and covered with moisture - blocking heat shrink. ' 8- 20.3(5)A2 ITS and Cabinet Outer and Inner Duct Conduit ITS conduit and both ends of conduit runs entering cabinets, with the exception of the' /2 inch grounding conduit, shall be sealed with self expanding water proof foam ' or mechanical plugs; unless otherwise required. At other locations conduit shall be sealed with Duct Seal. ' Outer -duct conduit with non factory assembled innerduct shall be sealed around the innerduct with self- expanding waterproof foam. Outer -duct conduit with factory assembled innerduct shall be sealed around the innerduct with a multiplex ' expansion plug. Innerduct containing one cable shall be plugged using an expandable split plug. Innerduct with multiple cables shall be sealed with self - expanding waterproof foam. Duct plugs shall be installed in all unused inner -ducts (those that are specified as empty) at the time of conduit installation. Duct plugs shall be installed in all used inner -ducts (as specified in the Plans), at the time of ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -49 AMENDMENTS TO THE STANDARD SPECIFICATIONS conduit installation, unless cable pulling for those inner -ducts will commence within 48- hours. Installation shall conform to the manufacturer's recommendations. Foam sealant shall be installed with the following additional requirements: 1. Penetration of the sealant into the conduit or duct shall be limited using a high temperature backer rod material or rag. 2. Penetration of the sealant into the conduit shall be limited to 1 -inch. 3. The foam sealant shall not project outside the end of the conduit or duct. Where open trenching is allowed and conduit with innerduct is installed, a maximum of 1000 -feet of continuous open trench will be allowed unless otherwise approved by the Engineer. 8- 20.3(5)B Conduit Type Conduit shall be PVC, high density polyethylene (HDPE), rigid metal conduit (RMC) or liquid tight flexible metal depending on the application. Rigid metal conduit (RMC) shall be installed at the following locations: 1. Within railroad right of way. 2. All pole risers, except when otherwise required by owning utilities. 3. All surface- mounted conduit, with the exception of electrical service utility poles. 4. All runs within slip form placed concrete. Service lateral runs shall be Schedule 80 PVC except when otherwise required by owning utilities. Conduit installed using the plowing method, shall be schedule 80 high - density polyethylene (HDPE). Conduit runs, including outer -duct, that enter the traveled way or shoulders, shall be Schedule 80 high- density polyethylene (HDPE), Schedule 80 PVC, or rigid metal conduit (RMC). Conduit runs, including outer -duct, which do not enter the traveled way or shoulders, shall be Schedule 80 high- density polyethylene (HDPE), Schedule 40 PVC or rigid metal conduit (RMC). Liquid tight flexible metal conduit is allowed only at locations called for in the Plans. Except as described under Non - Metallic Conduit, unless otherwise indicated in the Plans or Standard Plans, the same type of conduit shall be used for the entire length of the run, from outlet to outlet. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -50 [1 ri I l F 0 n 1 Bid Document , March 2014 u fl 1 u 0 r C u u u l AMENDMENTS TO THE STANDARD SPECIFICATIONS Innerduct shall have a smooth wall non ribbed interior surface, with factory pre - lubricated coating. Innerduct within the Traveled Way or Shoulders and innerduct which is not factory installed shall be schedule 40 high- density polyethylene (HDPE). The innerduct shall be continuous with no splices. Innerduct which is pulled into the outer duct in the field shall be installed with an extra 2 feet of conduit beyond each end of the outer -duct and shall be allowed to finish contracting for 21 calendar days before it is terminated. Innerduct shall be terminated with end bells flush to 1/4 inch out of the outer -duct and the space between the outer -duct and innerduct shall be sealed with rodent and moisture resistant foam designed for this application and installed in accordance with the manufacturer's recommendations. 8- 20.3(5)B1 Rigid Metal Conduit Slip joints or running threads will not be permitted for coupling metallic conduit; however, running threads will be permitted in traffic signal head spiders and rigid metal conduit (RMC) outer -duct. When installing rigid metal conduit (RMC), if a standard coupling cannot be used, an approved three -piece coupling shall be used. Conduit bodies, fittings and couplings for rigid metal conduit (RMC) shall be cleaned first and then painted with one coat of paint conforming to Section 9- 08.1(2)B. The paint shall have a minimum wet film thickness of 3 -mils. The painted coating shall cover the entire coupling or fitting. The threads on all metal conduit shall be rust -free, clean, and painted with colloidal copper suspended in a petroleum vehicle before couplings are made. All metallic couplings shall be tightened so that a good electrical connection will be made throughout the entire length of the conduit run. If the conduit has been moved after assembly, it shall be given a final tightening from the ends prior to backfilling. Rigid metal conduit (RMC) ends shall be terminated with grounded end bushings. Rigid metal conduit (RMC) entering cable vaults or pull boxes shall extend 2- inches beyond the inside wall face. (for the installation of grounded end bushing and bonding.) Rigid metal conduit (RMC) entering concrete shall be wrapped in 2- inch -wide pipe wrap tape with a minimum 1 -inch overlap for 12- inches on each side of the concrete face. Pipe wrap tape shall be installed in accordance with the manufacturer's recommendations. Rigid metal conduit (RMC) bends shall have a radius consistent with the requirements of Code Article 344.24 and other articles of the Code. Where factory bends are not used, conduit shall be bent, using an approved conduit bending tool employing correctly sized dies, without crimping or flattening, using the longest radius practicable. Where the coating on galvanized conduit has been damaged in handling or installing, such damaged areas shall be thoroughly painted with paint conforming to Section 9- 08.1(2)B. City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -51 AMENDMENTS TO THE STANDARD SPECIFICATIONS Metal conduit ends shall be threaded and protected with a snug fitting plastic cap that covers the threads until wiring is started. 8- 20.3(5)B2 Non - Metallic Conduit Where non - metallic conduit is installed, care shall be used in excavating, installing, and backfilling, so that no rocks, wood, or other foreign material will be left in a position to cause possible damage. PVC conduit ends shall be terminated with end bell bushings. PVC or HDPE conduit entering cable vaults and pull boxes shall terminate with the end bell flush with the inside walls of the Structure. Non - metallic conduit bends, where allowed, shall conform to Article 352.24 of the Code. Eighteen -inch radius elbows shall be used for PVC conduit of 2 -inch nominal diameter or less. Standard sweep elbows shall be used for PVC conduit with greater than 2 -inch nominal diameter unless otherwise specified in the Plans. In nonmetallic conduit less than 2 -inch nominal diameter, pull ropes or flat tapes for wire installation shall be not less than 1/4 -inch diameter or width. In nonmetallic conduit of 2 -inch nominal diameter or larger, pull ropes or flat tapes for wire installation shall be not less than 1 /2-inch diameter or width. When HDPE conduit is used for directional boring, it shall be continuous, with no joints, for the full length of the bore. The conduit run shall be extended to the associated outlets with the same schedule HDPE or PVC conduit. Entry into associated junction box outlets shall be with the same schedule PVC conduit and elbows. The same requirements apply for extension of an existing HDPE conduit crossing. PVC conduit and elbows shall be connected to HDPE conduit with an approved mechanical coupling. The connection shall have minimum pullout strength of 700 - pounds. Prior to installation of a mechanical coupling, the HDPE conduit shall first be prepared with a clean, straight edge. A water -based pulling lubricant may be applied to the threaded end of the mechanical coupling before installation. Solvent cement or epoxy shall not be used on the threaded joint when connecting the HDPE conduit to the mechanical coupling. The mechanical coupling shall be rotated until the HDPE conduit seats approximately 3/4 of the distance into the threaded coupling depth. For PVC installation through a directional bore, the PVC shall be in rigid sections assembled to form a watertight bell and spigot -type mechanical joint with a solid retaining ring around the entire circumference of the conduit installed in accordance with the manufacturer's recommendations. The conduit run shall be extended beyond the length of the bore, to the associated outlets with the same mechanical coupled PVC or with standard PVC conduit of the same schedule. The same requirements apply for extension of an existing PVC conduit Roadway crossing. PVC conduit shall be assembled using the solvent cement specified in Section 9- 29.1. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -52 G fl u 0 0 0 0 H u 1 11 Bid Document ' March 2014 ' AMENDMENTS TO THE STANDARD SPECIFICATIONS Conduit ends shall be protected with a snug fitting plastic cap until wiring is started. ' Conduit caps, end bells and the section of PVC between the coupling and end bell bushing in cabinet foundations shall be installed without glue. 8- 20.3(5)C Conduit Size The size of conduit used shall be as shown in the Plans. Conduits smaller than 1 -inch electrical trade size shall not be used unless otherwise specified, except that grounding conductors at service points may be enclosed in' /2- inch - diameter conduit. Conduit between light standards, PPB, PS, or Type 1 poles and the nearest junction ' box shall be the diameter specified in the Plans. Larger size conduit is not allowed at these locations. At other locations it shall be the option of the Contractor, at no expense to the Contracting Agency, to use larger size conduit if desired, provided that junction ' box or vault capacity is not exceeded. Where larger size conduit is used, it shall be for the entire length of the run from outlet to outlet. ' Conduit runs with innerduct, shall have 4 -inch outer -duct and shall be installed with four 1 -inch innerduct unless otherwise indicated in the plans. ' 8- 20.3(5)D Conduit Placement Conduit shall be laid so that the top of the conduit is a minimum depth of: ' 1. 24- inches below the bottom of curb in the sidewalk area. 2. 24- inches below the top of the roadway base. 3. 48- inches below the bottom of ties under railroad tracks unless otherwise specified by the railroad company. 4. 36- inches below finish grade when installed using conduit plowing method. ' 5. 24- inches below the finish grade in all other areas. Conduit entering through the bottom of a junction box shall be located near the end ' walls to leave the major portion of the box clear. At all outlets, conduit shall enter from the direction of the run, terminating 6 to 8- inches below the junction box lid and within 3- inches of the box wall nearest its entry location. Conduit runs shown in the Plans are for Bidding purposes only and may be relocated with approval of the Engineer, to avoid obstructions. ' 8- 20.3(5)D1 Surface Mounting Where surface mounting of conduit is required, supports shall consist of channel with clamps sized for the conduit. Support spacing shall comply with the Code, with the exception that spacing'of channel supports for conduit shall not exceed 5 -feet. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -53 AMENDMENTS TO THE STANDARD SPECIFICATIONS The minimum distance between adjacent clamps and between the clamp and the end of the channel supports shall be 1 -inch. Channel supports shall be installed with stops, to prevent clamps from sliding out of the ends. 8- 20.3(5)D2 Structures All conduits attached to or routed within bridges, retaining walls, and other structures shall be equipped with approved expansion, deflection, and /or combination expansion /deflection fittings at all expansion joints and at all other joints where structure movement is anticipated, including locations where the Contractor, due to construction method, installs expansion and /or construction joints with movement. All conduit fittings shall have movement capacity appropriate for the anticipated movement of the Structure at the joint. Approved deflection fittings shall also be installed at the joint between the bridge end and the retaining wall end, and the transition from bridge, wall, or other structure to the underground section of conduit pipe. 8- 20.3(5)E Method of Conduit Installation Conduit shall be placed under existing pavement by approved directional boring, jacking, or drilling methods at locations approved by the Engineer. The pavement shall not be disturbed unless allowed in the Plans or with the approval of the Engineer in the event obstructions or impenetrable soils are encountered. High density polyethylene (HDPE) conduit runs, which enter the traveled way or shoulders, shall be installed using the directional boring method. 8- 20.3(5)E1 Open Trenching When open trenching is allowed, trench construction shall conform to the following: 1. The pavement shall be saw -cut a minimum of 3- inches deep. The cuts shall be parallel to each other and extend 2 -feet beyond the edge of the trench. 2. Pavement shall be removed in an approved manner. 3. Trench depth shall provide a minimum cover for conduit of 24- inches below the top of the roadway base 4. Trench width shall be 8- inches or the conduit diameter plus 2- inches, whichever is larger. 5. Trenches located within paved Roadway areas shall be backfilled with Controlled density fill (CDF) meeting the requirements of Section 2- 09.3(1)E. The controlled density fill shall be placed level to, and at the bottom of, the existing pavement. The pavement shall be replaced with paving material that matches the existing pavement. 6. On new construction, conduit shall be placed prior to placement of base course pavement. City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -54 r. i I I 0 i� n J AMENDMENTS TO THE STANDARD SPECIFICATIONS 8- 20.3(5)E2 Conduit Plowing All conduit plowing shall be supervised by a licensed electrical Contractor. The starting point shall be anchored or held such that conduit movement at the 1 start of the plowing operation is kept to a minimum. The conduit reel shall be mounted on the vehicle such that conduit movement is kept to a minimum once it is in the ground. Use of a stationary reel is not allowed. The feed shoe shall have ' rollers which conform to the conduit at a radius of not less than 15 times the diameter of the conduit. The conduit will not be permitted to pass over stationary guides nor over rollers or sheaves, which will permit a bend radius of less than 15 times conduit diameter. The width of the tooth and feed shoe shall not exceed the ' conduit diameter by more than 2- inches The conduit shall be installed using a continuous reel, with no joints, for the full length of the conduit run, unless conduit splicing is allowed as indicated below. If an obstruction is encountered that cannot be plowed through, the following remedies shall be attempted in order: 1. Contractor shall stop the plowing operation and attempt to remove the ® obstruction. If the obstruction is removed, plowing operations shall continue along the approved path. 2. Deviations of up to one foot from the projected path may be authorized by the Engineer, provided the new route does not result in total conduit run bends exceeding NEC requirements. Deviations in excess of one foot from the projected path are not allowed and the maximum taper rate is 1- inch per linear foot of conduit. 3. The Contractor may request approval to intercept the installed conduit and route another section of HDPE to avoid the obstruction, provided the new route does not result in total conduit run bends exceeding NEC requirements. Connection between the sections shall be accomplished ' using an approved fusion splicing method, which is compatible with the conduit manufacturer's recommendations. 4. Where none of the above remedies are successful, all conduit installed so far in that run shall be removed and a new plow path established to avoid the obstruction. In the event of a breakage, all conduit installed in that run shall be removed. The conduit run shall be extended to the associated outlets, subject to the same ' requirements indicated when HDPE is installed using the directional boring method. The depth of installation shall be continually adjusted as necessary to compensate for changes in terrain. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -55 AMENDMENTS TO THE STANDARD SPECIFICATIONS Plowed conduit shall be laid so that the top of the conduit is a minimum depth of 36- inches below the finish grade with the exception that the conduit shall be swept up to enter the knock outs of associated pull boxes or cable vaults. The plow placing the conduit shall be marked at a proper distance above the plow's conduit exit point to indicate when the minimum installation depth is not met. The mark shall be visible from a safe distance from the plowing operation when it is exposed above ground. While plowing this mark must remain below ground level at all times, with the exception of the entry and exit points at the end of the run, in order to ensure that minimum burial depth of the conduit is achieved. If the depth mark on the plow comes above ground, the Contractor shall stop the plowing operation and attempt to correct the placement depth. If the conduit depth can be verified to meet the minimum burial requirements at the location where the depth mark came above ground, the plowing operation shall resume subject to the Engineers approval. The compacted surface shall be firm, non - yielding, and result in a finished surface that matches the lines and grades of the terrain prior to plowing. 8- 20.3(5)E3 Boring Bore pits shall be backfilled and compacted in accordance with Section 2- 09.3(1)E. Directional boring, jacking or drilling pits shall be a minimum of 2 -feet from the edge of any type of pavement, unless otherwise approved by the engineer. Excessive use of water that might undermine the pavement or soften the Subgrade will not be permitted. When approved by the Engineer, small test holes may be cut in the pavement to locate obstructions. When the Contractor encounters obstructions or is unable to install conduit because of soil conditions, as determined by the Engineer, additional Work to place the conduit will be paid in accordance with Section 1 -04.4. 8- 20.3(5)E4 Directional Boring Directional boring for electrical installations shall be supervised by a licensed electrical contractor in accordance with Section 8- 20.1(1). Where directional boring is called for, conduit shall be installed using a surface - launched, steerable drilling tool. Drilling shall be accomplished using a high - pressure fluid jet tool -head. The drilling fluid shall be used to maintain the stability of the tunnel, reduce drag on the conduit, and provide backfill between the conduit and tunnel. A guidance system that measures the depth, lateral position, and roll shall be used to guide the tool - head when creating the pilot hole. Once the pilot hole is established, a reamer and swivel shall be used to install the conduit. Reaming diameter shall not exceed 1.5 times the diameter of the conduits being installed. Conduit that is being pulled into the boring shall be installed in such a manner that the conduit is not damaged during installation. The pullback force on the conduit shall be controlled to prevent damage to the conduit. A vacuum spoils extraction system shall be used to remove any excess spoils generated during the installation. Excess drilling fluid and spoils City of Federal Way FWH and Sacajawea MS Pad Connection Safe Routes to School A -56 Bid Document , March 2014 ' AMENDMENTS TO THE STANDARD SPECIFICATIONS shall be disposed of. The method and location used for disposal of excess drilling fluid and spoils shall be subject to the Engineer's approval. Drilling fluid returns (caused by fracturing of formations) at locations other than the entry and exit points shall be minimized. Any drilling fluid that surfaces through fracturing shall be cleaned up immediately. Mobile spoils - removal equipment capable of quickly ' removing spoils from entry or exit pits and areas with returns caused by fracturing shall be used as necessary during drilling operations. ' 8- 20.3(5)E5 Boring with Casing Where boring with casing is called for, the casing shall be placed using an auger inside the casing to remove the soil as the casing is jacked forward. The auger ' head shall proceed no more than 4- inches ahead of the pipe being jacked. Boring operations shall be conducted to prevent caving ahead of the pipe. Installed casing pipe shall be free from grease, dirt, rust, moisture, and any other deleterious ' contaminants. The space between the conduit and casing shall be plugged with sandbags and a grout seal 12- inches thick at each end of the casing. Casing abandoned due to an encountered obstruction shall be grout sealed in the same manner. Grout shall conform to Section 9- 20.3(4). In lieu of sandbags and grout, unopened prepackaged concrete and grout may be used to seal the casing. Material shall not be removed from the boring pit by washing or sluicing. All joints shall be welded by a Washington State certified welder. Welding shall ' conform to AWS D 1.1 -80 Structural Welding Code, Section 3, Workmanship. 8- 20.3(8) Wiring The fifteenth through seventeenth paragraphs are revised to read: When conductors, either cable or single, are being installed, the Contractor shall not exceed the tension limitations recommended by the manufacturer. Conductors may be pulled directly by hand, or with mechanical assistance. If conductors are pulled by any mechanical means, a dynamometer with drop - needle hand shall be used on every ' mechanically assisted pull. ' On mechanically assisted pulls, insulation shall be stripped off the individual conductor and the conductor formed into a pulling eye and firmly attached to the pulling rope /tape, or a cable grip shall be used. The Contractor shall determine the maximum allowable ' pulling tension, taking into account the direction of the pull, type of raceway, cable geometry, weight of the cable, the coefficient of friction, and side wall pressure, using the information from the cable manufacturer. If there are bends in the raceway of sheaves are used for the cable pull, the Contractor shall use the cable manufacture's side wall pressure limits to determine the maximum pulling tension. The maximum ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -57 AMENDMENTS TO THE STANDARD SPECIFICATIONS pulling force applied directly to the conductor when pulling eyes are used or when the conductor is formed into a loop, shall be limited to that shown in the following table for copper conductor. When a cable grip is applied over nonmetallic sheathed cables, the maximum pulling force shall be limited to 1,000 - pounds provided this is not in excess of the force as determined above. Conductor Pounds 8 132 6 210 4 334 3 421 2 531 1 669 1/0 845 2/0 1,065 3/0 1,342 4/0 1,693 250Kcmil 2,000 500Kcmil 4,000 Adequate lubrication of the proper type to reduce friction in conduit and duct pulls shall be utilized. The grease and oil -type lubricants used on lead sheathed cables shall not be used on nonmetallic sheathed cables. 8- 20.3(9) Bonding, Grounding The first sentence in the second paragraph is replaced with the following two sentences: All conduit installed shall have an equipment ground conductor installed in addition to the conductors noted in the Contract. Conduit with innerducts shall have an equipment ground conductor installed in each innerduct that has an electrical conductor. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -58 Bid Document , March 2014 1 AMENDMENTS TO THE STANDARD SPECIFICATIONS Section 8 -21, Permanent Signing January 7, 2013 8 -21.2 Materials ' The third sentence is revised to read: Materials for sign mounting shall conform to Section 9 - 28.11. 8- 21.3(9)A Fabrication of Steel Structures The first sentence in the first paragraph is revised to read: ' Fabrication shall conform to the applicable requirements of Section 6 -03 and 9 -06. This section is supplemented with the following: All fabrication, including repairs, adjustments or modifications of previously fabricated sign structure members and connection elements, shall be performed in the shop, under an Engineer approved shop drawing prepared and submitted by the Contractor for the original fabrication or the specific repair, adjustment or modification. Sign structure fabrication repair, adjustment or modification of any kind in the field is not permitted. If fabrication repair, adjustment or modification occurs after a sign structure member or connection element has been galvanized, the entire member or element shall be re- galvanized in accordance with AASHTO M 111. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -59 8- 21.3(9)B Vacant This section including title is revised to read: 8- 21.3(9)B Erection of Steel Structures Erection shall conform to the applicable requirements of Sections 6 -03 and 8- 21.3(9)F. Section 8- 21.3(9)F notwithstanding, the Contractor may erect a sign bridge prior to completion of the shaft cap portion of one foundation for one post provided the following conditions are satisfied: 1. The Contractor shall submit design calculations and working drawings of the temporary supports and falsework supporting the sign bridge near the location of the incomplete foundation to the Engineer for approval in accordance with Section 6 -01.9. The submittal shall include the method of releasing and removing the temporary supports and falsework without inducing loads and stress into the sign bridge. 2. The Contractor shall submit the method used to secure the anchor bolt array in proper position with the sign bridge while casting the shaft cap concrete to complete the foundation. 3. The Contractor shall erect the sign bridge and temporary supports and falsework, complete the remaining portion of the incomplete foundation, and remove the temporary supports and falsework, in accordance with the working drawing submittals as approved by the Engineer. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -59 AMENDMENTS TO THE STANDARD SPECIFICATIONS 8- 21.3(9)F Foundations The following new paragraph is inserted after the second paragraph: Concrete placed into an excavation where water is present shall be placed using an approved tremie. If water is not present, the concrete shall be placed such that the free -fall is vertical down the center of the shaft without hitting the sides, the steel reinforcing bars, or the steel reinforcing bar cage bracing. The Section 6- 02.3(6) restriction for 5 -feet maximum free -fall shall not apply to placement of Class 4000P concrete into a shaft. The ninth paragraph (after implementing the preceding Amendment) is replaced with the following three new paragraphs: After construction of concrete foundations for sign bridge and cantilever sign structures, the Contractor shall survey the foundation locations and elevations, the anchor bolt array locations and lengths of exposed threads. The Contractor shall confirm that the survey conforms to the sign structure post, beam, span and foundation design geometry shown in the Plans, and shall identify any deviations from the design geometry shown in the Plans. When deviations are identified, the Contractor shall notify the Engineer, and such notice shall be accompanied by the Contractor's proposed method(s) of addressing the deviations, including removal and reconstruction of the shaft cap portion of the affected concrete foundation as outlined in this Section, or fabrication repair, adjustment or modification, with associated shop drawings, in accordance with Section 8- 21.3(9)A. If the Contractor's survey indicates that a concrete foundation has been constructed incorrectly for a sign structure that has already been fabricated, the Contractor may remove and reconstruct the shaft cap portion of the foundation, in accordance with Section 1- 07.13, provided the following conditions are satisfied: The Contractor shall submit the method and equipment to be used to remove the portion of the concrete foundation to be removed and reconstructed to the Engineer for approval in accordance with Section 1 -05.3. The submittal shall include confirmation that the equipment and the method of operation is appropriate to ensure that the existing anchor bolt array and primary shaft vertical steel reinforcing bars will not be damaged. 2. All steel reinforcing bars, except for steel reinforcing bars extending from the bottom portion of the foundation to remain, shall be removed and disposed of in accordance with Sections 2 -02.3 and 2- 03.3(7)C, and shall be replaced with new steel reinforcing bars conforming to the size, dimensions and geometry shown in the Plans. All concrete of the removed portion of the foundation shall be removed and disposed of in accordance with Sections 2 -02.3 and 2- 03.3(7)C. 3. The Contractor shall adjust the primary shaft vertical steel reinforcing bars as necessary in accordance with Section 6- 02.3(24)C to provide clearance for the anchor bolt array. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -60 Bid Document ' March 2014 AMENDMENTS TO THE STANDARDSPECIFICATIONS ' Sign structures shall not be erected on concrete foundations until the Contractor confirms that the foundations and the fabricated sign structures are either compatible with each other and the design geometry shown in the Plans, or have been modified in accordance with this Section and as approved by the Engineer to be compatible with each other, and the foundations have attained a compressive strength of 2,400 -psi. ' Item number 4 in the twelfth paragraph (after implemented the preceding Amendments) is revised to read: 4. Concrete shall be Class 4000P, except as otherwise specified. The concrete for the shaft cap (the portion containing the anchor bolt array assemblies above the construction joint at the top of the shaft) shall be Class 4000. ' Item number 3 in the thirteenth paragraph (after implemented the preceding Amendments) is revised to read: ' 3. Unless otherwise shown in the Plans, concrete shall be Class 4000P. 8 -21.5 Payment This section is supplemented with the following: All costs in connection with surveying completed concrete foundations for sign bridges and cantilever sign structures shall be included in the lump sum contract price for "Structure Surveying ", except that when no Bid item is included in the Proposal for "Structure Surveying" then such costs shall be included in the lump sum contract price(s) for "Sign Bridge No. _" and "Cantilever Sign Structure No. " Section 8-22, Pavement Marking ' January 7, 2013 8- 22.3(3)D Line Applications ' The last paragraph is supplemented with the following: Grooved line pavement marking shall not be constructed on bridge decks or on bridge ' approach slabs. 8- 22.3(6) Removal of Pavement Markings The following two new sentences are inserted after the first sentence: Grinding to remove painted markings is not allowed. Grinding to remove plastic marking ' is allowed to a depth just above the pavement surface, then water blasting or shot blasting shall be required to remove the remaining markings. 8 -22.4 Measurement ' The items "Painted Wide Line" and "Plastic Wide Line" are deleted from the fourth paragraph. iThe sixth paragraph is revised to read: City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -61 AMENDMENTS TO THE STANDARD SPECIFICATIONS Diagonal lines used to delineate parking stalls that are constructed of painted or plastic 4 -inch lines will be measured as "Paint Line" or "Plastic Line" by the linear foot of line installed. Crosswalk line will be measured by the square foot of marking installed. The following two new paragraphs are inserted after the sixth paragraph: Crosshatch markings used to delineate median and gore areas will be measured by the completed linear foot as "Painted Crosshatch Marking" or "Plastic Crosshatch Marking ". The measurement for "Painted Crosshatch Marking" and for "Plastic Crosshatch Marking" will be based on the total length of each 8 -inch or 12 -inch wide line installed. 8 -22.5 Payment The bid items "Painted Wide Line ", per linear foot and "Plastic Wide Line ", per linear foot are deleted from this section. This section is supplemented with the following two new bid items: "Painted Crosshatch Marking ", per linear foot. "Plastic Crosshatch Marking ", per linear foot. The following new paragraph is inserted after the last bid item in this section: The unit Contract price for the aforementioned Bid items shall be full payment for all costs to perform the Work as described in Section 8 -22. Section 8-25, Glare Screen April 9, 2012 In this section, "tension cable" and "cable" are deleted. 8- 25.3(3) Posts The first sentence in the first paragraph is revised to read: Posts shall be constructed in accordance with the Standard Plans and applicable provisions of Section 8- 12.3(1)A. The last paragraph is revised to read: All round posts for Type 1 Design B and Type 2 glare screen shall be fitted with a watertight top securely fastened to the post. Line posts shall have tops designed to carry the top tension wire. 8- 25.3(5) Tension Cables This sections content including title is deleted: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -62 Bid Document ' March 2014 n CI C: AMENDMENTS TO THE STANDARD SPECIFICATIONS 8- 25.3(6) Fittings, Attachments, and Hardware This sections content including title is deleted. Section 8-29, Wire Mesh Slope Protection January 7, 2013 This section is deleted in its entirety and replaced with the following: 8 -29 Wire Mesh Slope Protection 8 -29.1 Description This Work consists of furnishing and installing the anchors and the wire mesh slope protection in accordance with these Specifications and the details shown in the Plans and in conformity with the lines and dimensions shown in the Plans or established by the Engineer. 8 -29.2 Materials Materials shall meet the requirements of Section 9 -16.4. 8 -29.3 Construction Requirements 8- 29.3(1) Submittals The Contractor shall submit a wire mesh slope protection plan to the Project Engineer a minimum of seven calendar days prior to beginning the work. The wire mesh slope protection plan shall include the following: 1. Plan sheets for anchor layout and installation, and the equipment and process used to confirm the capacity of the constructed anchors including the calibration data for the stressing devices used to proof test the anchors, as completed by an independent testing laboratory within 60 calendar days of the wire mesh slope work. 2. Working drawings for the temporary yoke or load frame to be used for anchor proof testing in accordance with Section 6 -01.9. 3. Plans and details for assembling wire mesh and erecting the assembled mesh on the slope. All costs for the Work required for Submittals shall be included in the unit Bid price detailed in Section 8 -29.5. 8- 29.3(2) Anchors The Contractor shall install anchors of the type shown in the Plans and in conformance with the layout shown in the Wire Mesh Protection Plan as described in Section 8- 29.3(1). The spacing and number of the anchors and wire ropes as shown in the Plans are approximate only, and upon review of the wire mesh slope protection plan, the Engineer may arrange the spacing to better hold the wire mesh against the slope. Backfill material shall be thoroughly compacted with a mechanical compactor. ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -63 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS The Contractor shall proof test up to 25 percent of the anchors in vertical pullout to the minimum allowable anchor capacity specified in the Plans. Proof testing of anchors shall be performed against a temporary yoke or load frame. No part of the temporary yoke or load frame shall bear within three feet of the anchor being tested. For vertical pullout proof testing, an anchor is acceptable if it sustains the specified capacity for 10 minutes with no loss of load. Anchors that fail this criterion shall be replaced and retested. If more than three anchors fail, the Contractor shall proof test all anchors. 8- 29.3(3) Wire Rope All wire rope loops shall include a thimble. No wire rope splicing will be allowed. 8- 29.3(4) Wire Mesh The wire mesh shall be fastened to the completed wire rope assembly as shown in the Plans. High tensile steel fasteners on the vertical seams shall be staggered across width of the seam. Horizontal splices joining 2 rolls of mesh shall be made by overlapping the mesh approximately 3 feet and either weaving 3 rows of lacing wires through every mesh opening or using 4 rows of high tensile steel fasteners placed on approximately 3 -inch spacing. All top and bottom laps shall be made by folding the mesh to the outside, away from the slope, to avoid the possibility of falling material hanging up in the folds. The bottom of the mesh shall be located as shown in the Plans. The ends of all lacing wires shall be secured to the mesh with a minimum of 11/2- turns. The wire mesh shall not be tensioned in any direction, but is to remain loose so as to increase its dampening effect on rolling rocks. The Contractor shall use care in the handling and installing of the wire mesh and wire rope. Any mesh or wire rope damaged due to the Contractor's operations shall be replaced by the Contractor at no expense to the Contracting Agency. 8 -29.4 Measurement Measurement of anchors will be per each for the completed anchor. Anchor types will not be differentiated. Wire mesh slope protection will be measured by the square foot of wire mesh erected on the slope. There will be no deduction made for overlapping the wire mesh material as required for splices or for coverage due to variations in the slope or ground conditions. 8 -29.5 Payment Payment will be made in accordance with Section 1 -04.1, for each of the following Bid items that are included in the Proposal: "Wire Mesh Slope Protection Anchor ", per each. The unit Contract price per each for 'Wire Mesh Slope Protection Anchor" shall be full payment for all costs for the Work described in Sections 8- 29.3(1) and 8- 29.3(2). "Wire Mesh Slope Protection ", per square foot City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -64 Bid Document ' March 2014 0 AMENDMENTS TO THE STANDARD SPECIFICATIONS The unit Contract price per square foot for "Wire Mesh Slope Protection" shall be full payment for all costs for the Work described in Section 8- 29.3(3) and 8- 29.3(4). Section 9 -02, Bituminous Materials August 5, 2013 In this section, "Asphalt Emulsion" is revised to read "Emulsified Asphalt ". 9 -02.1 Asphalt Material, General In this section, "Cationic Emulsified Asphalt" is revised to read "Emulsified Asphalt". The first paragraph is revised to read: Asphalt furnished under these Specifications shall not have been distilled at a temperature high enough to produce flecks of carbonaceous matter, and upon arrival at the Work, shall show no signs of separation into lighter and heavier components. 9- 02.1(6) Cationic Emulsified Asphalt Th City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -65 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS nate, %a Particle T 59 Pos Pos Pos Pos Pos Pos, Pos, charge test Sieve T 59 0.10 0.10 0.10 0.10 0.10 0.10 0.10 Test, % Cement mixing T 59 2.0 2.0 test, % Distillation: Oil distillate by vol. Of T 59 3 1.5 3 20 12 12 emulsions % Residue, T 59 60 65 60 65 65 57 57 Tests on residue from distillation tests: Penetratio n, 7711F T 49 100 250 100 250 100 250 100 250 40 90 100 250 40 90 (25°C) Ductility, 77 °F (25°C) T 51 40 40 40 40 40 40 40 5 cm /min., cm Solubility in trichloroet T 44 97.5 97.5 97.5 97.5 97.5 97.5 97.5 hylene, % The demulsibility test shall be made within 30 days from date of shipment. If the particle charge test for CSS -1 and CSS -1 h is inconclusive, material having a maximum pH value of 6.7 will be acceptable. 9- 02.1(6)A Polymerized Cationic Emulsified Asphalt CRS -2P The first paragraph (except for the table) is revised to read: CRS -2P shall be a polymerized cationic emulsified asphalt. The polymer shall be milled into the asphalt or emulsion during the manufacturing of the emulsified asphalt. CRS -2P shall meet the following requirements: City of Federal Way FWH and Sacajawea MS Bid Document ' Ped Connection Safe Routes to School March 2014 A -66 J � I � I iI l u d iJ U AMENDMENTS TO THE STANDARD SPECIFICATIONS Footnote 1 below the table is revised to read: 1. Distillation modified to use 300 grams of emulsified asphalt heated to 350 °F ± 9 °F and maintained for 20 minutes. 9- 02.1(8) Flexible Bituminous Pavement Marker Adhesive The fifth row in the table is revised to read: [Ductility, 39.2 °F, 1 cm /minute, cm AASHTO T 51 5 Min. 9 -02.4 Anti - Stripping Additive This section is revised to read: Anti - stripping additive shall be a product listed in the current WSDOT Qualified Products List (QPL). Section 9 -03, Aggregates August 5, 2013 9- 03.1(1) General Requirements The eighth paragraph is deleted. 9 -03.6 Aggregate for Asphalt Treated Base (ATB) This section including title is deleted in its entirety and replaced with the following: Vacant 9- 03.8(4) Blending Sand This sections including title is revised to read: Vacant 9 -03.13 Backfill for Sand Drains This section is supplemented with the following: That portion of backfill retained on a No. 4 sieve shall not contain more than 0.05 percent by weight of wood waste. 9- 03.13(1) Sand Drainage Blanket IThe last paragraph is revised to read: � I 11 That portion of backfill retained on a No. 4 sieve shall not contain more than 0.05 percent by weight of wood waste. 9- 03.14(1) Gravel Borrow Note' is deleted, including the reference in the table. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -67 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS 9- 03.14(2) Select Borrow Note' is deleted. Note 2 is re- numbered Note', including the reference in the table. 9- 03.14(4) Gravel Borrow for Geosynthetic Retaining Wall This section including title is revised to read: Gravel Borrow for Structural Earth Wall All backfill material within the reinforced zone for structural earth walls shall consist of granular material, either naturally occurring or processed, and shall be free draining, free from organic or otherwise deleterious material. The material shall be substantially free of shale or other soft, poor durability particles, and shall not contain recycled materials, such as glass, shredded tires, portland cement concrete rubble, or asphaltic concrete rubble. The backfill material shall meet the following requirements for grading and quality: All percentages are by weight Property Geosynthetic Reinforcement Metallic Reinforcement Sieve Size Percent Passing Percent Passing 4 Reinforcement 99 -100 2 Requirements 75 -100 1 1/ " 99 -100 35 percent max. 1" 90 -100 No. 4 50 -80 50 -80 No. 40 30 max. 30 max. No. 200 7.0 max. 7.0 max. Sand Equivalent 50 min. 50 min. All percentages are by weight Property Test Method Geosynthetic Metallic Reinforcement Reinforcement Requirements Requirements Los Angeles Wear AASHTO T 96 35 percent max. 35 percent max 500 rev. Degradation Factor WSDOT Test Method T 15 min. 15 min. 113 Resistivity WSDOT Test Method T 3,000 ohm -cm, 417 min. pH WSDOT Test Method 4.5 -9 5 -10 113 Chlorides AASHTO T 291 j----l00pprnmax. Sulfates AASHTO T 290 1 200 ppm max. If the resistivity of the gravel borrow equals or exceeds 5,000 ohm -cm, the specified chloride and sulfate limits may be waived. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -68 Bid Document ' March 2014 1� r C� Lj 1 C 1 I I AMENDMENTS TO THE STANDARD SPECIFICATIONS Wall backfill material satisfying these grading and property requirements shall be classified as nonaggressive. 9- 03.21(1) General Requirements The first sentence in the first paragraph is revised to read: Hot Mix Asphalt, Concrete Rubble, Recycled Glass (glass cutlet), and Steel Furnace Slag may be used as, or blended uniformly with naturally occurring materials for aggregates. 9- 03.21(1)C Vacant This section including title is revised to read: 9- 03.21(1)C Recycled Glass (Glass Cullet) Glass Cullet shall meet the requirements of AASHTO M 318 with the additional requirement that the glass cullet is limited to the maximum amounts set in Section 9- 03.21(1)E for recycled glass. Prior to use the Contractor shall provide certification to the Project Engineer that the recycled glass meets the physical properties and deleterious substances requirements in AASHTO M -318. 9- 03.21(1) E Table on Maximum Allowable Percent (By Weight) of Recycled Material In the table, the row containing the item "Aggregate for Asphalt Treated Base (ATB)" is deleted. The column heading "Recycled Glass" is revised to read "Recycled Glass (Glass Cullet) in the table. In the column "Recycled Glass (Glass Cullet)" all amounts are revised to read "20" beginning with the item "Ballast" and continuing down until the last item in the table. Section 9 -04, Joint And Crack Sealing Materials January 7, 2013 9 -04.2 Joint Sealants This section is supplemented with the following new sub - sections: 9- 04.2(3) Polyurethane Sealant Polyurethane sealant shall conform to ASTM C 920 Type S Grade NS Class 25 Use M. Polyurethane sealant shall be compatible with the closed cell foam backer rod. When required, compatibility characteristics of sealants in contact with backer rods shall be determined by Test Method ASTM C 1087. ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -69 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS 9- 04.2(3)A Closed Cell Foam Backer Rod Closed cell foam backer rod for use with polyurethane sealant shall conform to ASTM C 1330 Type C. 9 -04.10 Crack Sealing — Rubberized Asphalt This section is deleted. 9 -04.11 Butyl Rubber and Nitrile Rubber This sections number is revised to read: CYIZKfj Section 9 -05, Drainage Structures, Culverts, and Conduits January 7, 2013 9 -05.0 Acceptance by Manufacturer's Certification This section including title is revised to read: 9 -05.0 Acceptance and Approval of Drainage Structures, and Culverts The Drainage Structure or Culvert may be selected from the Qualified Products List, or submitted using a Request for Approval of Materials (RAM) in accordance with Section 1 -06. Certain drainage materials may be accepted by the Engineer based on a modified acceptance criteria when materials are selected from the Qualified Products List (QPL). The modified acceptance criteria are defined in the QPL for each material. 9- 05.1(6) Corrugated Polyethylene Drain Pipe, Couplings, and Fittings (Up to 10 Inch) This section is supplemented with the following: Corrugated polyethylene drain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9- 05.1(7) Corrugated Polyethylene Drain Pipe, Couplings, and Fittings (12 Inch Through 60 Inch) This section is supplemented with the following: Corrugated polyethylene drain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. City of Federal Way FWH and Sacajawea MS Pod Connection Safe Routes to School A -70 it 1 FI F, ii III n Bid Document , March 2014 AMENDMENT S O HE T T SPECIFICATIONS STANDARD SPEC C ' 9- 05.2(7) Perforated Corrugated Polyethylene Underdrain Pipe (Up to 10 Inch) ' This section is supplemented with the following: Perforated corrugated polyethylene underdrain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9- 05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe (12 -Inch Through 60 Inch Diameter Maximum), Couplings, and Fittings ' This section is supplemented with the following: Perforated corrugated polyethylene underdrain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9 -05.19 Corrugated Polyethylene Culvert Pipe, Couplings, and Fittings ' The word "producer" is revised to read "manufacturer ". The second paragraph is revised to read: ' Joints for corrugated polyethylene culvert pipe shall be made with either a bell /bell or bell and spigot coupling and shall incorporate the use of a gasket conforming to the requirements of ASTM D 1056 Type 2 Class B Grade 3 or ASTM F 477. All gaskets shall be factory installed on the coupling or on the pipe by the qualified manufacturer. ' This section is supplemented with the following: Corrugated polyethylene culvert pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9 -05.20 Corrugated Polyethylene Storm Sewer Pipe, Couplings, and Fittings The word "producer" is revised to read "manufacturer ". ' The first paragraph is revised to read: Corrugated polyethylene storm sewer pipe, couplings, and fittings shall meet the ' requirements of AASHTO M 294 Type S or D. The maximum pipe diameter for corrugated polyethylene storm sewer pipe shall be the diameter for which a manufacturer has submitted. Fittings shall be blow molded, rotational molded, or factory ' welded. ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -71 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS This section is supplemented with the following: Corrugated polyethylene culvert pipe manufacturers shall participate in the National Transportation Product Evaluation Program ( NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9 -05.24 Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe, and Polypropylene Sanitary Sewer Pipe This sections content is deleted and replaced with the following: All joints for polypropylene pipe shall be made with a bell /bell or bell and spigot coupling and shall conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. All gaskets shall be factory installed on the pipe in accordance with the producer's recommendations. Qualification for each producer of polypropylene storm sewer pipe requires joint system conformance to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477 and a formal quality control plan for each plant proposed for consideration. A Manufacturer's Certificate of Compliance shall be required and shall accompany the materials delivered to the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency may conduct verification tests of pipe stiffness or other properties it deems appropriate. This section is supplemented with the following new sub - sections: 9- 05.24(1) Polypropylene Culvert Pipe and Storm Sewer Pipe Polypropylene culvert and storm sewer pipe shall conform to the following requirements: 1. For dual wall pipe sizes up to 30 inches: ASTM F2736. . 2. For triple wall pipe sizes from 30 to 60 inches: ASTM F2764. 3. For dual wall profile pipe sizes 36 to 60 inches: AASHTO MP 21, Type S or Type D. 4. Fittings shall be factory welded, injection molded or PVC. 9- 05.24(2) Polypropylene Sanitary Sewer Pipe Polypropylene sanitary sewer pipe shall conform to the following requirements: 1. For pipe sizes up to 30 inches: ASTM F2736. 2. For pipe sizes from 30 to 60 inches: ASTM F2764. 3. Fittings shall be factory welded, injection molded or PVC. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -72 u 1 Bid Document ' March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS Section 9 -06, Structural Steel and Related Materials April 1, 2013 ' 9- 06.5(3) High Strength Bolts In this section, " AASHTO M 291" is revised to read "ASTM A 563 ", " AASHTO M 164" is ' revised to read "ASTM A 325 ", " AASHTO M 293" is revised to read "ASTM F 436 ", " AASHTO M 253" is revised to read "ASTM A 490 ", and " AASHTO M 298" is revised to read "ASTM B 695 ". 9- 06.5(4) Anchor Bolts ' In this section, " AASHTO M 291" is revised to read "ASTM A 563 ". Section 9 -07, Reinforcing Steel August 6, 2012 ' 9 -07.7 Wire Mesh The first sentence in the first paragraph is revised to read: Wire mesh for concrete reinforcement shall conform to the requirements of AASHTO M 55, Welded Steel Wire Fabric for Concrete Reinforcement or AASHTO M 221, Steel Welded Wire Reinforcement, Deformed for Concrete. Section 9 -10, Piling ' April 2, 2012 9 -10.4 Steel Pile Tips and Shoes In the first paragraph "ASTM A 148 Grade 60 -90" is revised to read "ASTM A 148 Grade 90- 60". ' Section 9 -13, Riprap, Quarry Spalls, Slope Protection, & Rock for Erosion and Scour Protection and Rock Walls April 1, 2013 ' 9- 13.5(1) Semi -Open Concrete Masonry Units Slope Protection In this section, "ASTM C 90" is revised to read "ASTM C 1319 ". ' Section 9 -14, Erosion Control and Roadside Planting August 5, 2013 ' 9 -14.3 Fertilizer The second sentence in the first paragraph is revised to read: It may be separate or in a mixture containing the percentage of total nitrogen, available phosphoric acid, and water - soluble potash or sulfur in the amounts specified. City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -73 AMENDMENTS TO THE STANDARD SPECIFICATIONS 9- 14.4(2) Hydraulically Applied Erosion Control Products (HECPs ) The first sentence in the third paragraph is revised to read: All HECPs shall be furnished premixed by the manufacturer with Organic or Synthetic Tackifier as specified in Section 9- 14.4(7). The third and fourth rows in Table 1 is revised to read: Heavy Metals EPA 6020A Total Metals Antimony — < 4 mg/kg Arsenic — < 6 mg/kg Barium— < 80 mg/kg Boron — < 160 mg/kg Cadmium — < 2 mg/kg Total Chromium — < 4 mg/kg Copper — < 10 mg/kg Lead — < 5 mg/kg Mercury — < 2 mg/kg Nickel — < 2 mg/kg Selenium — < 10 mg/kg Strontium — < 40 mg/kg Zinc — < 30 mg/kg Water Holding ASTM D 7367 800 percent minimum Capacity 9- 14.4(2)A Long Term Mulch In the first paragraph, the phrase "within 2 hours of application" is deleted. 9- 14.4(4) Wood Strand Mulch The last sentence in the second paragraph is deleted. This section is supplemented with the following new paragraph: The Contractor shall provide Material Safety Data Sheet (MSDS) that demonstrates that the product is not harmful to plant life and a test report performed in accordance with WSDOT Test Method 125 demonstrating compliance to this specification prior to acceptance. 9- 14.4(8) Compost The second paragraph is revised to read: Compost production and quality shall comply with WAC 173 -350 and for biosolids composts, WAC 173 -308. The third paragraph is to read: Compost products shall meet the following physical criteria: 1. Compost material shall be tested in accordance with U.S. Composting Council Testing Methods for the Examination of Compost and Composting (TMECC) 02.02 -13, "Sample Sieving for Aggregate Size Classification ". City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -74 Bid Document ' March 2014 u 0 r. J r^ �r AMENDMENTS TO THE STANDARD SPECIFICATIONS Fine comDOSt shall meet the following aradation: Mec Sieve Size Percent Passin Minimum Maximum 1" 100 Minimum 1" 90 100 3/4" 75 100 Note Maximum particle length of 4 inches. ium compost shall meet the following gradation: Minimum Sieve Size Percent Passin 100 Minimum 1" Maximum 1" 3/4" 100 100 1/4" /$" 60 85 100 1/4" 70 85 Note M I I th f 4' h Medium t shall h Maximum partic a eng o inches. a ium compos s a have a carbon to nitrogen ration (C:N) between 18:1 and 35:1. The carbon to nitrogen ration shall be calculated using dry weight of "Organic Carbon" using TMECC 04.01 A divided by the dry weight of "Total N" using TMECC 04.02D. Coarse compost shall meet the followina aradation: Sieve Size Percent Pa sing Minimum Maximum 2" 100 1" 90 100 3/4" 70 100 1/4" 40 60 Note Maximum particle length of 6 inches. Coarse compost shall have a carbon to nitrogen ratio (C:N) between 25:1 and 35:1. The carbon to nitrogen ratio shall be calculated using the dry weight of "Organic Carbon" using TMECC 04.01A divided by the dry weight of "Total N" using TMECC 04.02D. 2. The pH shall be between 6.0 and 8.5 when tested in accordance with U.S. Composting Council TMECC 04.11 -A, " 1:5 Slurry pH ". ' 3. Physical contaminants, defined in WAC 173 -350 (plastic, concrete, ceramics, metal, etc.) shall be less than 0.5 percent by weight as determined by U.S. Composting Council TMECC 03.08 -A "Classification of Inerts by Sieve Size ". ' 4. Minimum organic matter shall be 40 percent by dry weight basis as determined by U.S. Composting Council TMECC 05.07A "Loss -On- Ignition Organic Matter Method (1-01) ". 5. Soluble salt contents shall be less than 4.0 mmhos /cm when tested in accordance with U.S. Composting Council TMECC 04.10 "Electrical ' Conductivity." 6. Maturity shall be greater than 80 percent in accordance with U.S. Composting Council TMECC 05.05 -A, "Germination and Root Elongation ". 7. Stability shall be 7 -mg CO2 —C /g OM /day or below in accordance with U.S. Composting Council TMECC 05.08 -B "Carbon Dioxide Evolution Rate ". ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -75 AMENDMENTS TO THE STANDARD SPECIFICATIONS I 8. The compost product shall originate from organic feedstocks as defined in , WAC 173 350 as "Wood waste ", "Yard debris ", "Post- consumer food waste ", "Pre- consumer animal -based wastes ", and /or "Pre- consumer vegetative ' waste ". The Contractor shall provide a list of feedstock sources by percentage in the final compost product. 9. The Engineer may also evaluate compost for maturity using U.S. Composting ' Council TMECC 05.08 -E "Solvita® Maturity Index ". Fine compost shall score a number 6 or above on the Solvita® Compost Maturity Test. Medium and Coarse compost shall score a 5 or above on the Solvita® Compost Maturity ' Test. 9- 14.4(8)A Compost Approval This section's title is revised to read: ' 9- 14.4(8)A Compost Submittal Requirements ' The first sentence in this section up until the colon is revised to read: The Contractor shall submit the following information to the Engineer for approval: Item No. 2 in the first paragraph is revised to read: ' 2. A copy of the Solid Waste Handling Permit issued to the manufacturer by the Jurisdictional Health Department in accordance with WAC 173 -350 (Minimum Functional Standards for Solid Waste Handling) or for biosolid composts a copy of ' the Coverage Under the General Permit for Biosolids Management issued to the manufacturer by the Department of Ecology in accordance with WAC 173 -308 ( Biosolids Management). 9 -14.5 Erosion Control Devices This section is supplemented with the following new sub - section: ' 9- 14.5(9) High Visibility Silt Fence High visibility silt fence shall be a minimum of 5 feet in height, high visibility orange, UV ' stabilized and shall meet the geotextile requirements in Section 9 -33 Table 6. Support posts shall be in accordance with the Standard Plans. The posts shall have sufficient strength and durability to support the fence through the life of the project. ' 9- 14.5(1) Polyacrylamide (PAM) The fourth sentence is replaced with the following two new sentences: , The minimum average molecular weight shall be greater than 5 -mg /mole. The charge density shall be no less than 15 percent and no greater than 30 percent. , 9- 14.5(2) Erosion Control Blanket This section including title is deleted in its entirety and replaced with the following: , City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -76 Bid Document ' March 2014 AMENDMENTS T THE STANDARD SPECIFICATIONS AME S O ' 9- 14.5(2) Biodegradable Erosion Control Blanket Biodegradable erosion control blankets shall be made of natural plant fibers, and all netting material, if present, shall biodegrade within a life span not to exceed 2 years. The Contractor shall provide independent test results from the National Transportation Product Evaluation Program (NTPEP) meeting the requirements of Section 9- 14.5(2)B, 9- 14.5(2)C and 9- 14.5(2)D. ' 9- 14.5(2)A Approval and Acceptance of Biodegradable Erosion Control Blankets ' The erosion control blanket may be selected from the Qualified Products List, or submitted using a Request for Approval of Materials (RAM) in accordance with Section 1 -06. Erosion control blankets may be accepted by the Engineer based on the modified acceptance criteria when materials are selected from the QPL. The modified acceptance criteria are defined in the QPL for each material. ' 9- 14.5(2)B Biodegradable Erosion Control Blanket for Slopes Steeper than 3:1 (H:V) i 1 Table 6 Properties ASTM Test Method Requirements for Slopes Steeper than 3:1 Protecting ASTM D 6459 C factor = 0.04 maximum for Slopes from cumulative R- Factor <231 Rainfall- Induced Soil tested shall be sandy Erosion loam as defined by the NRCS ** Soil Texture Triangle Mass Per Unit ASTM D 6475 7.6 oz. /sq. yd. minimum Area Light ASTM D 6567 44 % maximum Penetration Tensile Strength ASTM D 6818 10.0 x 6.0 pounds /inch minimum MD x XD* Tensile ASTM D 6818 38% x 33% maximum Elongation MD x XD* *MD is Machine Design and XD is Cross Direction * *Natural Resource Conservation Services ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -77 u Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS 9- 14.5(2)C Biodegradable Erosion Control Blanket for Slopes Flatter than 3:1(H:V) Table 7 Properties ASTM Test Method Slope Flatter than 3:1 Performance in ASTM D 6460 Requirements Protecting ASTM D 6459 C factor = 0.15 maximum for Slopes from loam as defined by the cumulative R- Factor <231 Rainfall- Induced Soil tested shall be sandy Limiting Velocity Mim;t) = 7.5 Erosion loam as defined by the ft/sec flow minimum. Induced Erosion NRCS ** Mass per Unit Soil Texture Triangle 7.4 oz./ sq. yd. minimum Mass Per Unit ASTM D 6475 7.6 oz. /sq. yd. minimum Area ASTM D 6567 65 % maximum Light ASTM D 6567 40% maximum Penetration ASTM D 6818 9.6 x 3.2 Ibs /inch minimum Tensile Strength ASTM D 6818 6.5 x 2.3 pounds /inch minimum MD x XD* Tensile ASTM D 6818 38% x 33% maximum Elongation MD x XD* *MD is Machine Design and XD is Cross Direction * *Natural Resource Conservation Services 9- 14.5(2)D Biodegradable Erosion Control Blanket for Ditches Table a Properties Test Method Requirements Performance in ASTM D 6460 Limiting Shear (TI-Imit) = 2.0 psf Protecting Soil tested shall be sandy minimum. Earthen loam as defined by the Channels from NRCS ** Limiting Velocity Mim;t) = 7.5 Stormwater- Soil Texture Triangle ft/sec flow minimum. Induced Erosion Mass per Unit ASTM D 6475 7.4 oz./ sq. yd. minimum Area Light ASTM D 6567 65 % maximum Penetration Tensile Strength ASTM D 6818 9.6 x 3.2 Ibs /inch minimum MD x XD* City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -78 Bid Document March 2014 IAMENDMENTS TO THE STANDARD SPECIFICATIONS j J i Tensile ASTM D 6818 38% x 33% maximum Elongation MD x XD* *MD is Machine Design and XD is Cross Direction * *Natural Resource Conservation Services 9- 14.5(3) Clear Plastic Covering This section including title is revised to read: Plastic Covering Plastic covering shall meet the requirements of ASTM D 4397 for polyethylene sheeting. 9- 14.5(4) Geotextile Encased Check Dam This section including title is revised to read: 9- 14.5(4) Check Dams ' All materials used for check dams shall be non -toxic and not pose a threat to wildlife when installed. � I A This section is supplemented with the following new sub - sections: 9- 14.5(4)A Biodegradable Check Dams Biodegradable check dams shall meet the following requirements: Biodegradable Check Dams Materials Waffle Check Dam 9- 14.5(5) Compost Sock Check Dam 9- 14.5(6) Coir Log Check Dam 9- 14.5(7) The Contractor may substitute a different biodegradable check dam as long as it complies with the following and is approved by the Engineer: 1. Made of natural plant fiber. 2. Netting if present shall be biodegradable. 3. Straw bales shall not be used as check dams. 9- 14.5(4)B Non - biodegradable Check Dams Non - biodegradable check dams shall meet the following requirements: 1. Geotextile materials shall conform to section 9 -33 for silt fence. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -79 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS 2. Other such devices that fulfill the requirements of section 9- 14.5(4) and shall ' be approved by the Engineer prior to installation. 9- 14.5(5) Wattles The second sentence in the first paragraph is revised to read: Wattle shall be a minimum of 8- inches in diameter. The first sentence in the second paragraph is revised to read: Compost filler shall be Medium Compost and shall meet the material requirements as specified in Section 9- 14.4(8). The last paragraph is revised to read: Wood stakes for wattles shall be made from untreated Douglas fir, hemlock, or pine species. Wood stakes shall be 2 by 2 -inch nominal dimension and a minimum 24 inches in length. 9- 14.5(6) Compost Socks In this section, "Coarse Compost" is revised to read "Medium Compost ". The last paragraph is revised to read: Wood stakes for compost socks shall be made from untreated Douglas fir, hemlock, or pine species. Wood stakes shall be 2 by 2 -inch nominal dimension and a minimum 24 inches in length. 9- 14.5(8) High Visibility Fencing The first paragraph is revised to read: High visibility fence shall be UV stabilized, orange, high- density polyethylene or polypropylene mesh. 9- 14.6(1) Description In item No. C in the fourth paragraph, "22- inch" is revised to read "2- inch ". Section 9 -15, Irrigation System April 1, 2013 9- 15.1(2) Polyvinyl Chloride Pipe and Fittings In the first paragraph, "ASTM D 1784" is revised to read "ASTM D 1785 ". City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -80 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS Section 9 -16, Fence and Guardrail August 5, 2013 9- 16.1(1)A Post Material for Chain Link Fence The first paragraph is revised to read: Except as noted otherwise, post material shall conform to the requirements of AASHTO M 181, Type 1 (zinc- coated steel), Grade 1 or 2, and shall include all round and roll - formed material (line posts, brace posts, end posts, corner posts, and pull posts). The last sentence in the fourth paragraph is deleted. 9- 16.1(1)C Tension Wire and Tension Cable This section including title is revised to read: 9- 16.1(1)C Tension Wire Tension wire shall meet the requirements of AASHTO M 181. Tension wire galvanizing shall be Class 1. 9- 16.1(1)D Fittings and Hardware The second sentence in the first paragraph is deleted. The last paragraph is deleted. 9- 16.1(2) Approval This section is deleted. 9- 16.2(2) Approval This section is deleted. 9- 16.3(2) Posts and Blocks The first sentence in the first paragraph is revised to read: Posts and blocks may be of creosote, pentachlorophenol, waterborne chromate copper arsenate (CCA), or ammoniacal copper zinc arsenate (ACZA), treated timber, or galvanized steel (galvanized steel posts only — no blocks). The following reference is deleted from the third paragraph: ACA 0.50 lbs. pcf The sixth paragraph is deleted. 9- 16.4(2) Wire Mesh This section is revised to read: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -81 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS The galvanized wire mesh shall be a Style 1 double - twisted hexagonal mesh conforming to ASTM A 975 with 8 by 10 opening, except when a colorized, polyvinyl chloride coating is required then the Style shall be a Style 3. The longitudinal edges of the wire mesh fabric shall have knuckled selvedges with continuous selvedge wire as specified in ASTM A 975. 9- 16.4(3) Wire Rope This section is revised to read: Wire rope shall be 3/4- inch - diameter, independent wire rope class (IWRC) 6x19, extra improved plow steel (EIP) wire rope galvanized in accordance with ASTM A1023. Each lot of wire rope shall be accompanied by a Manufacturer's Certificate of Compliance, a mill certificate, and a test report showing the wire rope meets the minimum breaking force requirements of ASTM A 1023. 9- 16.4(4) Hardware This section is revised to read: Weldless steel rings shall be drop- forged steel and heat treated after forging; have a single pull, working load limit of at least 10,000 lbs; and meet performance requirements of Federal Specification RR -C -271 D Type VI. Thimbles required for all wire rope loops shall be standard weight, galvanized, and meet performance requirements of Federal Specification FF- T -276b Type II. Wire rope clips shall have drop- forged steel bases, be galvanized, and meet performance requirements of Federal Specification FF -C -450 Type I Class 1. 9- 16.4(5) Hog Rings and Tie Wire This section including title is revised to read: 9- 16.4(5) Fasteners and Lacing Wire Fasteners shall consist of 11 gauge high tensile steel. Lacing wire shall consist of 9 gauge, zinc - coated steel wire conforming to ASTM A 641. 9- 16.4(6) Grout This section including title is deleted. 9- 16.4(7) Anchor This section including title and section number is revised to read: 9- 16.4(6) Ground Anchors Threaded bar ground anchors shall be deformed, continuously threaded, steel reinforcement bars conforming to either Section 9 -07.2 or Section 9- 07.11. Threaded City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -82 Bid Document ' March 2014 ' N AMENDMENTS TO THE STANDARD SPECIFICATIONS ' bar ground anchors shall be either epoxy- coated in accordance with Sections 6- 02.3(24)H and 9 -07.3 or galvanized after fabrication in accordance with ASTM A 767 ' Class I. Hollow -core anchor bars shall have continuous threads /deformations and be fabricated ' from steel tubing conforming to ASTM A 519. Couplers and nuts shall provide 100% of the guaranteed minimum tensile strength of the hollow core anchor bars. ' This section is revised to read: Line posts for Types 1 and 2 glare screens shall be 2 inch inside diameter galvanized steel pipe with a nominal weight of 3.65 pounds per linear foot. End, corner, brace, and pull posts for Type 1 Design A and B and Type 2 shall be 2 1/2 inch inside diameter galvanized steel pipe with a nominal weight of 5.79 pounds per linear foot. Intermediate pull posts (braced line posts) shall be as specified for line posts. ' The base material for the manufacture of steel pipes used for posts shall conform to the requirements of ASTM A 53, except the weight tolerance on tubular posts shall be ' applied as provided below. Posts provided for glare screen will have an acceptance tolerance on the weight per ' linear foot, as specified, equal to plus or minus 5 percent. This tolerance will apply to each individual post. ' All posts shall be galvanized in accordance with AASHTO M 181 Section 32. The minimum average zinc coating is per square foot of surface area. This area is defined as the total area inside and outside. A sample for computing the average of mass of coating is defined as a 12 -inch piece cut from each end of the galvanized member. ' 9- 16.6(5) Cable This section including title is revised to read: City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -83 Bearing plates shall conform to ASTM A 572 Grade 50 and shall be galvanized after ' fabrication in accordance with AASHTO M 111. Nuts shall conform to either AASHTO M 291 Grade B, hexagonal, or Section 9- 07.11. Nuts shall be galvanized after fabrication ' in accordance with AASHTO M 111 for plate washers and AASHTO M 232 for all other hardware. Grout for ground anchors shall be Grout Type 2 for Nonshrink Applications, conforming ' to Section 9- 20.3(2). Concrete for soil anchor deadmen shall be either commercial concrete conforming to ' Section 6- 02.3(2)B or Class 3000 conforming to Section 6 -02. Steel reinforcing bars for soil anchor deadmen shall conform to Section 9 -07.2, and ' shall be epoxy- coated in accordance with Sections 6- 02.3(24)H and 9 -07.3. 9- 16.6(3) Posts ' This section is revised to read: Line posts for Types 1 and 2 glare screens shall be 2 inch inside diameter galvanized steel pipe with a nominal weight of 3.65 pounds per linear foot. End, corner, brace, and pull posts for Type 1 Design A and B and Type 2 shall be 2 1/2 inch inside diameter galvanized steel pipe with a nominal weight of 5.79 pounds per linear foot. Intermediate pull posts (braced line posts) shall be as specified for line posts. ' The base material for the manufacture of steel pipes used for posts shall conform to the requirements of ASTM A 53, except the weight tolerance on tubular posts shall be ' applied as provided below. Posts provided for glare screen will have an acceptance tolerance on the weight per ' linear foot, as specified, equal to plus or minus 5 percent. This tolerance will apply to each individual post. ' All posts shall be galvanized in accordance with AASHTO M 181 Section 32. The minimum average zinc coating is per square foot of surface area. This area is defined as the total area inside and outside. A sample for computing the average of mass of coating is defined as a 12 -inch piece cut from each end of the galvanized member. ' 9- 16.6(5) Cable This section including title is revised to read: City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -83 AMENDMENTS TO THE STANDARD SPECIFICATIONS 9- 16.6(5) Vacant 9- 16.6(6) Cable and Tension Wire Attachments This section including title is revised to read: 9- 16.6(6) Tension Wire Attachments All tension wire attachments shall be galvanized steel conforming to the requirements of AASHTO M 232 unless otherwise specified. Eye bolts shall have either a shoulder or a back -up nut on the eye end and be provided with an eye nut where needed or standard hex nut and lock washer % -inch diameter for tension wire and of sufficient length to fasten to the type of posts used. Turnbuckles shall be of the shackle end type, 1/2 inch diameter, with standard take -up of 6 inches and provided with % inch diameter pins. 9- 16.6(9) Fabric Bands and Stretcher Bars The first paragraph is revised to read: Fabric bands shall be % inch by 1 inch nominal. Stretcher bars shall be 3 /t6 inch by 3/4 inch nominal or 5/16 inch diameter round bar nominal. A 5/16 inch diameter round stretcher bar shall be used with Type 1. Nominal shall be construed to be the area of the cross section of the shape obtained by multiplying the specified width by thickness. A variation of minus 5- percent from this theoretical area shall be construed as "nominal" size. All shall be galvanized to meet the requirements of ASTM F 626. 9 -16.7 Vacant This section including title is deleted in its entirety. 9 -16.8 Weathering Steel Beam Guardrail This section including title is deleted in its entirety. Section 9 -18, Precast Traffic Curb and Block Traffic Curb August 6, 2012 This section's title is revised to read: 9 -18 Precast Traffic Curb 9 -18.3 Block Traffic Curb This section including title is revised to read: 9 -18.3 Vacant Section 9 -20, Concrete Patching Material, Grout, and Mortar January 2, 2012 9- 20.3(3) Grout Type 3 for Unconfined Bearing Pad Applications This section is revised to read: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -84 Bid Document ' March 2014 0 I � L 11 u AMENDMENTS TO THE STANDARD SPECIFICATIONS Grout Type 3 shall be a prepackaged material meeting the requirements of ASTM C 928 — Table 1, R2 Concrete or Mortar. 9- 20.3(4) Grout Type 4 for Multipurpose Applications In the third sentence of the first paragraph, the reference "0.40" is revised to read "0.45 ". Section 9 -23, Concrete Curing Materials and Admixtures August 5, 2013 9 -23.2 Liquid Membrane - Forming Concrete Curing Compounds In the first paragraph, "moisture loss" is revised to read "water retention ". 9- 23.6(9) Type S Specific Performance Admixtures The first sentence is revised to read the following two new sentences: Type S Specific Performance admixtures are limited to ASR - mitigating, viscosity modifying, shrinkage reducing, rheology- controlling, and workability- retaining admixtures. They shall conform to the requirements of ASTM C 494 Type S. Section 9 -26, Epoxy Resins August 5, 2013 9- 26.3(1)A Traffic Bearing Applications The first sentence in the first paragraph is revised to read: Epoxy grout/mortar /concrete for traffic bearing applications shall have a 7 -day compressive strength of not less than 4,000 psi when tested in accordance with ASTM C 579. Section 9 -28, Signing Materials and Fabrication April 1, 2013 9- 28.14(2) Steel Structures and Posts "AASHTO M 291" is revised to read "ASTM A 563" and "AASHTO M 293" is revised to read "ASTM F 436 ". Section 9 -29, Illumination, Signal, Electrical August 5, 2013 9- 29.1(4) Non - Metallic Conduit This section is supplemented with the following new sub - section: 9- 29.1(4)D Deflection Fittings Deflection Fittings for use with rigid PVC conduit shall be as described in 9- 29.1(2)A ' City of Federal Way FWH and Sacajawea MS Pad Connection Safe Routes to School A -85 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS 9 -29.2 Junction Boxes, Cable Vaults, and Pull Boxes The section is supplemented with the following: The Contractor shall perform quality control inspection. The Contracting Agency intends to perform Quality Assurance Inspection. By its inspection, the Contracting Agency intends only to verify the quality of that Work. This inspection shall not relieve the Contractor of any responsibility for identifying and replacing defective material and workmanship. Prior to the start of production of the precast concrete units, the Contractor shall advise the Engineer of the production schedule. The Contractor shall give the Inspector safe and free access to the Work. If the Inspector observes any nonspecification Work or unacceptable quality control practices, the Inspector will advise the plant manager. If the corrective action is not acceptable to the Engineer, the unit(s) will be rejected. 9- 29.2(1) Standard Duty and Heavy -Duty Junction Boxes The third paragraph is deleted and replaced with the following new paragraphs: The Contractor shall provide shop drawings for all components, hardware, lid, frame, reinforcement, and box dimensions. The shop drawings shall be prepared by (or under the supervision of) a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each sheet shall include the following: u 1 1. Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. ' 2. The initials and dates of all participating design professionals 3. Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. 4. Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. For each type of junction box, or whenever there is a change to the junction box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. 9- 29.2(1)A Standard Duty Junction Boxes The first paragraph is supplemented with the following: All Standard Duty Junction Boxes placed in sidewalks, walkways, and shared use paths shall have slip resistant surfaces. Non -slip lids and frames shall be hot dip galvanized in accordance with AASHTO M 111. The sub - paragraph's titled "Concrete Junction Boxes" are revised to read: Concrete Junction Boxes City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -86 L! Bid Document , March 2014 L fl L �J �J I I I AMENDMENTS TO THE STANDARD SPECIFICATIONS The Standard Duty Concrete Junction Box steel frame, lid support, and lid shall be painted with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc primer in accordance with Section 6 -07.3, or hot -dip galvanized in, accordance with AASHTO M 111. Concrete used in Standard Duty Junction Boxes shall have a minimum compressive strength of 6,000 psi when reinforced with a welded wire hoop, or 4,000 psi when reinforced with welded wire fabric or fiber reinforcement. The frame shall be anchored to the box by welding headed studs % by 3 inches long, as specified in Section 9- 06.15, to the frame. The wire fabric shall be attached to the studs and frame with standard tie practices. The box shall contain ten studs located near the centerline of the frame and box wall. The studs shall be placed one anchor in each corner, one at the middle of each width and two equally spaced on each length of the box. Materials for Tvpe 1, 2, and 8 Concrete Junction Boxes shall conform to the following: Materials Requirement Concrete Section 6 -02 Reinforcing Steel Section 9 -07 Fiber Reinforcing ASTM C 1116, Type III Lid ASTM A 786 diamond plate steel Slip Resistant Lid ASTM A 36 steel Frame ASTM A 786 diamond plate steel or ASTM A36 steel Slip Resistant Frame ASTM A 36 steel Lid Support ASTM A 36, or ASTM A1011 Grade SS Handle & Handle support ASTM A 36 steel or ASTM A1011 Grade CS or SS Anchors (studs) Section 9 -06.15 ASTM F 593 or A 193, Type 304 or 316, or Bolts, Studs, Nuts, Stainless Steel grade 302, 304, or 316 Washers steel in accordance with approved shop drawing Locking and Latching In accordance with approved shop Mechanism Hardware drawings and Bolts 9- 29.2(1)B Heavy Duty Junction Boxes The section is revised to read: Heavy -Duty Junction Boxes shall be concrete and have a minimum vertical load rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9- 29.2(1)C. The Heavy -Duty Junction Box steel frame, lid support and lid shall be painted with a shop applied, inorganic zinc primer in accordance with Section 6 -07.3. ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -87 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS Materials for Type 4, 5, and 6 Concrete Junction Boxes shall conform to the following: Materials Requirement Concrete Section 6 -02 Reinforcing Steel Section 9 -07 ASTM A 786 diamond plate steel, rolled from plate complying with ASTM A 572, Lid grade 50 or ASTM A 588, and having a min. CVN toughness of 20 ft-lb at 40 degrees F. Frame and stiffener ASTM A 572 grade 50 or ASTM A 588, both plates with min. CVN toughness of 20 ft-lb at 40 degrees F Handle ASTM A 36 steel or ASTM A 1011 Grade CS or SS Anchors (studs) Section 9 -06.15 Bolts, Studs, Nuts, ASTM F 593 or A 193, Type 304 or 316, or Washers Stainless steel grade 302, 304, or 316 in accordance with approved shop drawing Hinges and Locking and In accordance with approved shop Latching Mechanism drawings Hardware and Bolts The lid stiffener plates shall bear on the frame, and be milled so that there is full even contact, around the perimeter, between the bearing seat and lid stiffener plates, after fabrication of the frame and lid. The bearing seat and lid perimeter bar shall be free from burrs, dirt, and other foreign debris that would prevent solid seating. Bolts and nuts shall be liberally coated with anti -seize compound. Bolts shall be installed snug tight. The bearing seat and lid perimeter bar shall be machined to allow a minimum of 75 percent of the bearing areas to be seated with a tolerance of 0.0 to 0.005 inches measured with a feeler gage. The bearing area percentage will be measured for each side of the lid as it bears on the frame. 9- 29.2(1)C Testing Requirements The first paragraph is revised to read: The Contractor shall provide for testing of junction boxes, cable vaults and pull boxes. Junction boxes, cable vaults and pull boxes shall be tested by an independent materials testing facility, and a test report issued documenting the results of the tests performed. The second paragraph is revised to read: For concrete junction boxes, vaults and pull boxes, the independent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional. Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. One copy of the test City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -88 Bid Document , March 2014 1 � I AMENDMENTS TO THE STANDARD SPECIFICATIONS report shall be furnished to the Contracting Agency certifying that the box and cover meet or exceed the loading requirements for a concrete junction box, and shall include the following information: 1. Product identification. 2. Date of testing. 3. Description of testing apparatus and procedure. 4. All load deflection and failure data. 5. Weight of box and cover tested. 6. Upon completion of the required test(s) the box shall be loaded to failure. 7. A brief description of type and location of failure. The third paragraph is revised to read: For non - concrete junction boxes the independent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. One copy of the test report shall be furnished to the Contracting Agency certifying that the box and cover meet or exceed the loading requirements for a non - concrete junction box, and shall include the following information: 1. Product identification. 2. Date of testing. 3. Description of testing apparatus and procedure. 4. All load deflection data. 5. Weight of box and cover tested. The first paragraph following the title "Testing for the Standard Duty Non - Concrete Junction Boxes" is revised to read: Non - concrete Junction Boxes shall be tested as defined in the ANSI /SCTE 77 -2007 Tier 15 test method with test load minimum of 22,500 lbs. In addition, the Contractor shall provide a Manufacture Certificate of Compliance for each non - concrete junction box installed. 9- 29.2(2) Standard Duty and Heavy -Duty Cable Vaults and Pull Boxes This section is revised to read: Standard Duty and Heavy -Duty Cable Vaults and Pull Boxes shall be constructed as a concrete box and as a concrete lid. The lid for the Heavy -Duty and Standard Duty Cable Vaults and Pull Boxes shall be interchangeable and both shall fit the same box as shown in the Standard Plans. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School Ulm • Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS The Contractor shall provide shop drawings for all components, including concrete box, Cast Iron Ring, Ductile Iron Lid, Steel Rings, and Lid. In addition, the shop drawings shall show placement of reinforcing steel, knock outs, and any other appurtenances. The shop drawing shall be prepared by or under the direct supervision of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each sheet shall carry the following: Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. 2. The initials and dates of all participating design professionals 3. Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. 4. Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. For each type of box or whenever there is a change to the Cable Vault or Pull box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. 9- 29.2(2)A Standard Duty Cable Vaults and Pull Boxes This section is revised to read: Standard Duty Cable Vaults and Pull boxes shall be concrete and have a minimum load rating of 22,500 pounds and be tested in accordance with Section 9- 29.2(1)C for concrete Standard Duty Junction Boxes. Concrete for standard duty cable vaults and pull boxes shall have a minimum compressive strength of 4,000 psi. The lid frame shall be anchored to the vault/box concrete lid by welding headed studs % by 3 inches long, as specified in Section 9- 06.15, to the frame. The wire fabric shall be attached to the studs and frame with standard tie practices. The vault/box concrete lid shall contain ten studs located near the centerline of the frame and wall. Studs shall be placed one anchor in each corner, one at the middle of each width and two equally spaced on each length of the vault/box. The steel frame, lid support, and lid shall be painted with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc primer in accordance with Section 6 -07.3 or hot -dip galvanized in accordance with ASTM M 111. All Standard Duty Cable Vaults and Pull Boxes placed in sidewalks, walkways, and shared -use paths shall have slip- resistant surfaces. The steel frame, lid support, and lid for the Standard Duty Cable Vaults and Pull Boxes shall be hot -dip galvanized. Materials for Standard Duty Cable Vaults and Pull Boxes shall conform to the following: Materials Requirements Concrete Section 6 -02 Reinforcing Steel Section 9 -07 Lid ASTM A 786 diamond plate steel City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -90 Bid Document ' March 2014 ' AMENDMENTS TO THE STANDARD SPECIFICATIONS Slip Resistant Lid ASTM A 36 Steel Frame ASTM A 786 diamond plate steel or ASTM Reinforcing Steel A36 Slip Resistant Frame ASTM A 36 Steel Lid Support ASTM A 36 Steel, or ASTM A 1011 Grade Anchors (studs) SS Handle & Handle ASTM A 36 steel or ASTM A 1011 Grade Support CS or SS Anchors (studs) Section 9 -06.15 Bolts, Studs, Nuts, ASTM F593 or A 193, type 304 or 316, or Washers Stainless steel grade 302, 304, 316 per appro ved shop drawing Hinges and Locking In accordance with approved shop Mechanism Hardware drawings and Bolts 9- 29.2(2)B Heavy -Duty Cable Vaults and Pull Boxes This section is revised to read: Heavy -Duty Cable Vaults and Pull Boxes shall be constructed of concrete having a minimum compressive strength of 4,000 psi, and have a minimum vertical load rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9- 29.2(1)C for Heavy -Duty Junction Boxes. Materials for Heavy Duty Cable Vaults and Pull boxes shall conform to the following: Materials Requirements Concrete Section 6 -02 Reinforcing Steel Section 9 -07 Cover Section 9- 05.15(1) Ring Section 9- 05.15(1) Anchors (studs) Section 9 -06.15 Bolts, Nuts, Washers ASTM F 593 or A 193, Type 304 or 316, or Stainless steel grade 302, 304, 316 in accordance with approved shop drawing 9- 29.6(2) Slip Base Hardware "AASHTO M 291" is revised to read "ASTM A 563 ", "AASHTO M 164" is revised to read "ASTM A 325 ", and "AASHTO M 293" is revised to read "ASTM F 436. 9- 29.6(5) Foundation Hardware "AASHTO M 291 " is revised to read "ASTM A 563 ". 9 -29.10 Luminaires The third paragraph is revised to read: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -91 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS All luminaires shall be provided with markers for positive identification of light source type and wattage in accordance with ANSI C136.15 -2011. Legends shall be sealed with transparent film resistant to dust, weather, and ultraviolet exposure. 9- 29.10(2) Decorative Luminaries The second sentence in the third paragraph is deleted. 9 -29.13 Traffic Signal Controllers This section and all sub - sections including title is revised to read: 9 -29.13 Control Cabinet Assemblies Control cabinet assemblies shall include all necessary equipment and auxiliary equipment for controlling the operation of traffic signals, programmable message signs, illumination systems, ramp meters, data stations, CCTV, and similar systems as required for the specific application. Traffic Signal Controller Cabinet Assemblies shall meet the requirements of the NEMA TS1 and TS2 specification or the California Department of Transportation "Transportation Electrical Equipment Specifications" (TEES) dated March 12, 2009 as defined in this specification. 9- 29.13(1) Environmental, Performance, and Test Standards for Solid -State Traffic Controller Assemblies The scope of this Specification includes the controller of solid -state design installed in a weatherproof controller cabinet. The controller assembly includes the cabinet, controller unit, load switches, signal conflict monitoring circuitry, accessory logic circuitry, AC line filters, vehicle detectors, coordination equipment and interface, and preemption equipment. NEMA control assemblies shall meet or exceed current NEMA TS 1 Environmental Standards. Normal operation will be required while the control assembly is subjected to any combination of high and low environmental limits (such as low voltage at high temperature with high repetition noise transients). All other control equipment shall meet the environmental requirements of California Department of Transportation "Transportation Electrical Equipment Specifications" (TEES) dated March 12, 2009. The Contractor shall furnish to the Contracting Agency all guarantees and warranties furnished as a normal trade practice for all control equipment provided. 9- 29.13(2) Manufacturing Quality The fabricator of the Control, cabinet Assemblies shall perform quality control (QC) inspections based on their QC program. Their QC program shall be submitted and approved by WSDOT at least annually. The fabricator of the controller shall certify that the controller meets all requirements of the Standard Specifications and Special Provisions for the specific application. The QC program shall include, but not be limited to, the following: City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -92 fl n n I I 1 ' AMENDMENTS TO THE STANDARD SPECIFICATIONS 1. Quality Statement ' 2. Individual responsible for quality (organizational chart) 3. Fabrication procedures ' 4. Test procedures ' 5. Documented inspection reports 6. Documented test reports 7. Certification package 9- 29.13(2)A Traffic Signal Controller Assembly Testing ' Each traffic signal controller assembly shall be tested as follows. The supplier shall: ' 1. Seven days prior to shipping, arrange appointment for controller cabinet assembly, and testing at the WSDOT Materials Laboratory or ' the facility designated in the Special Provisions. 2. Assembly shall be defined as but not limited to tightening all screws, nuts and bolts, verifying that all wiring is clear of moving parts and ' properly secured, installing all pluggables, connecting all cables, Verify that all Contract required documents are present, proper documentation is provided, and all equipment required by the ' Contract is installed. 3. The assembly shall be done at the designated WSDOT facility in the ' presence of WSDOT personnel. 4. The supplier shall demonstrate that all of the functions required by this Specification and the Contract Plans and Special Provisions perform as intended. Demonstration shall include but not be limited to energizing the cabinet and verifying that all 8 phases, 4 pedestrian movements, 4 overlaps (as required by the Contract Provisions) ' operate in accordance with Section 9- 29.13. The supplier shall place the controller in minimum recall with interval timing set at convenient value for testing purposes. Upon a satisfactory demonstration the ' controller assembly will then be accepted by WSDOT for testing. 5. If the assembly and acceptance for testing is not complete within 5 working days of delivery, the Project Engineer may authorize the ' return of the assembly to the supplier, with collect freight charges to the supplier. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -93 AMENDMENTS TO THE STANDARD SPECIFICATIONS 6. The Contractor will be notified when the testing is complete, and where the assembly is to be picked -up for delivery to the project. 7. The supplier has 5 working days to repair or replace any components that fail during the testing process at no cost to the Contracting Agency. A failure shall be defined as a component that no longer functions as intended under the conditions required or does not meet the requirements of the Contract Specifications and is at the sole discretion of WSDOT. 8. Any part or component of the controller assembly, including the cabinet that is rejected shall not be submitted for use by WSDOT or any City or County in the State of Washington. 9- 29.13(3) Traffic Signal Controller The traffic signal controller shall conform to the Contract requirements and the applicable Specifications as listed below: All solid -state electronic traffic - actuated controllers and their supplemental devices shall employ digital timing methods. A. NEMA control and all auxiliary equipment shall conform to current NEMA TS1 or TS2 Specification. Every pin of every connecting plug shall be utilized as described within the NEMA requirement, except that those pins identified as "spare" or "future" shall remain unused. B. Type 170E controllers shall conform to the TEES. The 170E controller shall be provided with a program card, one blank ROM chip, and two 64K non - volatile memory chips. C. Type 170E/HC -11 controllers shall conform to the current Oregon Department of Transportation Specification for model 170E/HC -11 controller. The 170E controller with the HC11 chip shall be compatible with the software specified in the Contract. The controller shall be provided with one ROM chip and one 64K non - volatile memory chip. D. Vacant E. Type 2070 controllers shall conform to the TEES. The standard 2070 controller shall consist of the following: 2070 2070E 2070N1 2070 -5 VME cage 2070 -1 E CPU 2070 -1 E CPU 2070 -1 E CPU Card Card Card 2070 -313 Front 2070 -313 2070 -313 Front Panel Panel Front Panel 2070 -4 Power 2070 -4 Power 2070 -4 Power Supply Supply Supply 2070 -2A Field 2070 -2A Field 2070 -213 Field 1/0 City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -94 Bid Document , March 2014 IAMENDMENTS TO THE STANDARD SPECIFICATIONS I I u 1 1/O T 1/O X I X 1 2070 -8 Interface 9- 29.13(4) Traffic - Signal Controller Software All traffic signal controllers shall operate with software specified in the contract. Traffic - actuated controllers shall be electronic devices which, when connected to traffic detectors or other means of actuation, or both, shall operate the electrical traffic signal system at one or more intersections. If the complete traffic controller defined in the Special Provision requires NTCIP compliance the following are the minimum requirements for NTCIP operation. Communication The traffic controller hardware and software shall communicate with the central computer in a polled multi -drop operation. In the polled multi -drop operation, several traffic controllers shall share the same communication channel, with each controller assigned a unique ID number. Controller ID numbers shall conform to the NTCIP requirements for address numbers. A traffic controller shall only reply to messages labeled with its ID. In polled multi -drop mode, traffic controllers never initiate communication, but merely transmit their responses to messages from the central computer. A laptop computer connected to the traffic controller's local communication port shall have the same control and diagnostic capabilities as the central computer. However, local laptop control capability shall be limited to that traffic controller. NTCIP Requirements ' The traffic controller software shall comply with the National Transportation Communications for ITS Protocol (NTCIP) documents and all related errata sheets published before July 1, 1999 and as referenced herein. ' The traffic controller software shall support the following standards: 1. NTCIP 1101, Simple Transportation Management Framework (STMF), ' Conformance Level 1 (Simple Network Management Protocol (SNMP)) 2. NTCIP 2001, Class 8 Profile. All serial ports on the device shall support ' communications according to these standards. 3. NTCIP 2101, SP -PMPP /RS232 Point -to -Multi -Point Protocol (PMPP) 4. NTCIP 2201, NTCIP TP -Null Transport Profile Null (TP -NULL) ' The traffic controller software shall implement all mandatory objects of all mandatory conformance groups as defined in NTCIP 1201, Global Object ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -95 AMENDMENTS TO THE STANDARD SPECIFICATIONS Definitions, and NTCIP 1202, Object Definitions for Actuated Traffic Signal Controller Units. Software shall implement the following conformance groups: NTCIP 1202, Object Definitions for ASC Conformance Group Reference Configuration 1201 2.2 Time Management Value 3 Time Base Event Schedule dBCreateTransaction Report 2.5 Phase 1202 2.2 Rings 2.8 Detector 2.3 Unit 2.4 Preempt 2.7 Time Base 2.6 Coordination 2.5 Channel 2.9 F--Overlaps 2.10 The software shall implement the following optional objects: Objects required by these specifications shall support all values within its standardized range. The standardized range is defined by a size, range, or enumerated listing indicated in the object's SYNTAX field and /or through descriptive text in the object's description field. The following list indicates the modified object requirements for these objects. Object Name Object ID Minimum Requirements Global Configuration moduleType Value 3 Database Management dBCreateTransaction All Values dBErrorType All values Time Management globsIDaylightSavings Values 2 and 3 City of Federal Way FWH and Sacajawea MS Pad Connection Safe Routes to School A -96 Bid Document March 2014 C C J i 1 AMENDMENTS TO THE STANDARD SPECIFICATIONS O S Timebase Events Schedule maxTi meBaseSchedu le Entries 16 MaxDa Plans 15 MaxDa Events 10 Report maxEventLo Con ifs 50 MventConfi Mode Values 2 thru 5 mventConfi Action Values 2 and 3 MaxEventLo Size 255 MaxEventClasses 7 PMPP maxGrou Address 2 ASC Phase maxPhases 8 pPhaseStartp Values 2 thru 6 haseO tions All Values maxPhaseGrou s 1 Rings maxRin s 2 maxSe uences 16 Detector maxVeh icle Detectors 64 vehicleDetectorO tions All Values maxPedestrian Detector 8 Unit unitAutoPedestrianClear All Values unitControiStatus All Values unitFlashStatus All Values unitControl All Values maxAlarmGrou s 1 Special Function maxS ecialFunctionsOut uts 8 Coordination coordCorrection Mode Values 2 thru 4 coordMaxim u m Mode Values 2 thru4 coordForceMode Values 2 and 3 maxPatterns 48 patternTableType Either 2,3 or 4 maxS lits 16 s IitMode Values 2 thru 7 IocalFreeStatus Values 2 thru 11 Time Base maxTimebaseAscAction 48 Preempt maxPreem is 4 reem tControl All Values reem tState Values 2 thru 9 Overlaps maxOverla s 4 overlapType Value 2 and 3 max0veriapstatusGroup 1 Channels maxChannels 16 channe[ControlGroup Values 2 thru 4 channelFlash Value 0,2,4,6,8,10,12 and 14 channelDim Values 0 thru 15 maxChanneiStatusGroup 2 ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -97 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS TS 2 Port 1 maxPortAddresses 18 portl Table I Values 2 and 3 * values in excess of the minimum requirement are considered to meet the specification. Documentation Software shall be supplied with all documentation on a CD. ASCII versions of the following Management Information Base (MIB) files in Abstract Syntax Notation 1 (ASNA) format shall be provided on CD -ROM: 1. The official MIB Module referenced by the device functionality. 2. A manufacturer - specific version of the official MIB Module with the non - standardized range indicated in the SYNTAX field. The filename shall match the official MIB Module, with the extension "spc ". 3. A MIB Module of all manufacturer - specific objects supported by the device with accurate and meaningful DESCRIPTION fields and the supported ranges indicated in the SYNTAX field. 9- 29.13(5) Flashing Operations All traffic signals shall be equipped for flashing operation of signal displays. Controllers and cabinets shall be programmed for flashing red displays for all approaches. During flashing operation, all pedestrian circuits shall be de- energized. Actuated traffic signal control mechanisms shall be capable of entry into flash operation and return to stop -and -go operation as follows: 1. Terminal Strip Input (Remote Flash). When called as a function of a terminal strip input, the controller shall provide both sequenced entry into flash and sequenced return to normal operation consistent with the requirements of the latest edition of the Manual on Uniform Traffic Control Devices. 2. Police Panel Switch. When the flash- automatic switch located behind the police panel door is turned to the flash position, the signals shall immediately revert to flash; and, the controller shall have a stop time input applied. When the switch is placed on automatic, the controller shall immediately time an 6 second all red period then resume stop- and -go operations at the beginning of major street green. 3. Controller Cabinet Switches. When the flash- automatic switch located inside the controller cabinet is placed in the flash position, the signals shall immediately revert to flash; however, the controller shall not have a stop time input applied. When the flash- automatic switch is placed in the City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -98 Bid Document , March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS automatic position, the controller shall immediate) time a 6 second all red p � Y period, then resume stop- and -go operation at the beginning of the major green. 4. Power Interruption. On "NEMA" controllers any power interruption longer ' than 475 plus or minus 25 milliseconds, signals shall re- energize consistent with No. 2 above to ensure an 6- second flash period prior to the start of major street green. A power interruption of less than 475 plus ' or minus 25 milliseconds shall not cause resequencing of the controller and the signal displays shall re- energize without change. Type 170 controllers shall re- energize consistent with No. 2 above after a power interruption of 1.75 plus or minus 0.25 seconds. The 6- second flash iperiod will not be required. Any power interruption to a 2070 type controller shall result in a 6 second flash period once power is restored. 5. Conflict Monitor. Upon detecting a fault condition the conflict monitor shall immediately cause the signal to revert to flash and the controller to stop time. After the conflict monitor has been reset, the controller shall ' immediately take command of the signal displays at the beginning of major street green. ' 9- 29.13(6) Emergency Preemption Immediately after a valid call has been received, the preemption equipment shall cause the controller to terminate the appropriate phases as necessary with the required clearance intervals and enter any programed subsequent preemption sequence. Preemption sequences shall be as noted in the Contract. 9- 29.13(7) Wiring Diagrams Schematic wiring diagrams of the controllers, cabinets and auxiliary equipment ' shall be submitted when the assemblies are delivered. The diagram shall show in detail all circuits and parts. The parts shall be identified by name or number in a manner readily interpreted. Two hard copies of the cabinet wiring diagram and component wiring diagrams shall be furnished with each cabinet and a pdf file of ' the cabinet wiring and component drawings. The schematic drawing shall consist of a single sheet, detailing all circuits and parts, not to exceed 52- inches by 72- inches. The cabinet wiring diagram shall indicate and identify all wire terminations, all plug connectors, and the locations of all equipment in the cabinet. Included in the diagram shall be an intersection sketch identifying all heads, detectors, and push buttons and a phase diagram. 9- 29.13(8) Generator Transfer Switch When specified in the contract, A generator transfer switch shall be included.. The Generator Transfer Switch shall be capable of switching power from a utility power source to an external generator power source. City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -99 AMENDMENTS TO THE STANDARD SPECIFICATIONS The Transfer Switch enclosure shall be of identical materials and dimensions and installation methods as the Police Panel type enclosure specified in the first paragraph of Special Provision 9- 29.13(10)D except that the enclosure door shall include a spring loaded construction core lock capable of accepting a Best 6 -pin CX series core. The core lock shall be installed with a green construction core. Upon contract completion, two master keys for the construction core shall be delivered to the Engineer. The enclosure shall include the following Transfer Switch equipment: 1. One Nema L5 -30P Flanged Inlet generator connector 2. One Utility power indicator light 3. One generator indicator light 4. Two 30 amp, 120 volt, single pole, single phase, circuit breakers. One circuit breaker shall be labeled "Generator" and the other circuit breaker shall be labeled "Utility ". Both labels shall be engraved phenolic name plates. 5. A mechanical lock out feature that prevents the Utility circuit breaker and the Generator circuit breaker from being in the ON position at the same time. The circuit breakers shall be capable of being independently switched. 6. The conductors from the Generator Transfer Switch enclosure to the cabinet circuit breaker shall be enclosed in nylon mesh sleeve. 7. The enclosure door shall be labeled with the letters "GTS ". 9- 29.13(9) Vacant 9- 29.13(10) NEMA, Type 170E, 2070 Controllers and Cabinets 9- 29.13(10)A Auxiliary Equipment for NEMA Controllers The following auxiliary equipment shall be furnished and installed in each cabinet for NEMA traffic - actuated controllers: A solid -state Type 3 NEMA flasher with flash- transfer relay which will cut in the flasher and isolate the controller from light circuits. See Section 9- 29.13(5) for operational requirements. 2. Modular solid state relay load switches of sufficient number to provide for each vehicle phase (including future phases if shown in the plans), each pedestrian phase and preemption sequence indicated in the Contract. Type P & R cabinets shall include a fully wired 16- position back panel. Solid -state load switches shall conform to NEMA City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -100 Bid Document March 2014 F-1 J C r] 0 L ' AMENDMENTS TO THE STANDARD SPECIFICATIONS ' standards except only optically isolated load switches will be allowed. Load switches shall include indicator lights on the input and output ' circuits. The controller cabinet shall have all cabinet wiring installed for eight vehicle phases, four pedestrian phases, four emergency pre- empts, four overlaps (OL A, B, C, D). ' 3. A power panel with: a. A control - display breaker sized to provide 125 percent overload protection for all control equipment and signal displays, 20 ampere minimum. t b. A 15 ampere accessory breaker wired parallel to the control display breaker. The breaker will carry accessory loads, including vent fan, cabinet light, plug receptacle, etc. c. A busbar isolated from ground and unfused for the neutral side of power supply. ' d. A radio interference suppresser installed at the input power point. Interference suppressers shall be of a design which will minimize interference in both broadcast and aircraft frequencies, and shall provide a minimum attenuation of 50 decibels over a frequency range of 200 kilohertz to 75 megahertz when used in connection with normal installations. The interference filters furnished shall be hermetically sealed in a substantial case filled with a suitable insulating compound. Terminals shall be nickel plated, 10 -24 brass studs of sufficient external length to provide space to ' connect two 8 AWG wires, and shall be so mounted that they cannot be turned in the case. Ungrounded terminals shall be insulated from each other and shall maintain a surface leakage distance of not less than 1 /2-inch between any exposed current conductor and any other metallic parts with an insulation factor of 100 -200 megohms dependent on external circuit conditions. ' Suppressers shall be designed for operations on 50 amperes, 125 volts, 60 cycles, single wire circuits, and shall meet standards of the Underwriters' Laboratories and the Radio Manufacturers Association. ' e. A Surge Protection Device connected to the controller power circuit for protection against voltage abnormalities of 1 cycle or less duration. The Surge Protection Device shall be a solid state high energy circuit containing no spark gap, gas tube, or crow bar component. The device shall provide transient protection between neutral and ground, line and ground, as well as line and neutral. If the protection circuits fail, they shall fail to an open City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -101 AMENDMENTS TO THE STANDARD SPECIFICATIONS circuit condition. The minimum interrupting capacity shall be 10,000 Amps. The Voltage Protection Rating shall be 600 volts or less when subjected to an impulse of 6,000 volts, 3,000 amp source impedance, 8.0/20 microsecond waveform as described in UL 1449. In addition, the device shall dissipate a 13,000 Amp or greater repeated single peak 8/20 microsecond current impulse, and withstand, without failure or permanent damage, one full cycle at 264 volts RMS. The device shall contain circuitry to prevent self- induced regenerative ringing. There shall be a failure warning indictor which shall illuminate a red light or extinguish a green light when the device has failed and is no longer operable. f. Cabinet ground busbar independent (150K ohms minimum) of neutral. 4. A police panel located behind the police panel door with a flash automatic switch and a control - display power line on -off switch. See Section 9- 29.13(5) for operational requirements. 5. An auxiliary control panel located inside the controller cabinet with a flash- automatic switch and a controller on -off switch. See Section 9- 29.13(5) for operational requirements. A three wire 15 ampere plug receptacle with grounding contact and 15 ampere ground fault interrupter shall also be provided on the panel. 6. A conflict monitor conforming to NEMA standards. See Section 9- 29.13(5) for operational requirements. The unit shall monitor conflicting signal indications at the field connection terminals. The unit shall be wired in a manner such that the signal will revert to flash if the conflict monitor is removed from service. Supplemental loads not to exceed 10 watts per monitored circuit or other means, shall be provided to prevent conflict monitor actuation caused by dimming or lamp burn -out. Supplemental loads shall be installed on the control side of the field terminals. Conflict monitors shall include a minimum of one indicator light for each phase used. The monitoring capacity of the unit shall be compatible with the controller frame size. Conflict monitors shall include a program card. 7. A "Detector Panel ", as specified in Standard Specification Section 9- 29.13(10)i3, shall be installed. The panel shall be mounted on the inside of the front cabinet door. The detector panel shall be constructed as a single unit. Detector switches with separate operate, test, and off positions shall be provided for each field detector input circuit. A high intensity light emitting diode (LED) shall be provided for each switch. The lamp shall energize upon vehicle, pedestrian or test switch actuation. The test switch shall provide a spring loaded momentary contact that will place a call into the controller. When in City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -102 Bid Document March 2014 J I I n 0 F1 1 d P u 11 AMENDMENTS TO THE STANDARD SPECIFICATIONS the OFF position, respective detector circuits will be disconnected. In the operate position, each respective detector circuit shall operate normally. Switches shall be provided on the panel with labels and functions as follows: a. Display On — Detector indicator lights shall operate consistent with their respective switches. b. Display Off — detector indicator lights shall be de- energized. A means of disconnecting all wiring entering the panel shall be provided. The disconnect shall include a means to jumper detection calls when the display panel is disconnected. All switches on the panel shall be marked with its associated Plan detector number. All markers shall be permanent. 8. Insulated terminal blocks of sufficient number to provide a termination for all field wiring. A minimum of 12 spare terminals shall be provided. Field wire connection terminal blocks shall be 600 volt, heavy duty, barrier type, except loop detector lead -ins, which may be 300 volt. The 600 volt type - terminal strips shall be provided with a field -side and a control -side connector separated by a marker strip. The 300 volt type shall have a marker strip, installed on the right side of vertical terminal strips or below horizontal terminal strips. The marker strip shall bear the circuit number indicated in the plans and shall be engraved. Each connector shall be a screw type with No. 8 post capable of accepting no less than three 12 AWG wires fitted with spade tips. 9. A vent fan with adjustable thermostat. The minimum CFM rating of the fan shall exceed three times the cabinet volume. 10. VACANT 11. All wiring within the cabinet, exclusive of wiring installed by the signal controller manufacturer, shall have insulation conforming to the requirements of Section 9 -29.3. Cabinet wiring shall be trimmed to eliminate all slack and shall be laced or bound together with nylon wraps or equivalent. All terminals, shall be numbered and permanently identified with PVC or polyolefin wire marking sleeve consistent with the cabinet wiring diagram provided by the signal controller manufacturer and the Contract. The cabinet will be completely wired so that the only requirement to make a field location completely operational is to attach field power and ground wiring. Internal cabinet wiring shall not utilize the field side connections of the terminal strip intended for termination of field wires. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -103 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS 12. Cabinet wiring diagram and component wiring diagrams meeting the requirements of 9- 29.13(7) shall be furnished with each cabinet. Each cabinet shall be equipped with a, shelf mounted roll out drawer mounted directly below the controller to house one or more cabinet wiring diagrams. The cabinet wiring diagram shall indicate and identify all wire terminations, all plug connectors, and the locations of all equipment in the cabinet. Included in the diagram shall be an intersection sketch identifying all heads, detectors, and push buttons; and a phase diagram. 13. Each vehicle detector amplifier, video detection output channel pedestrian call isolation unit, phase selector, discriminator, and load switch shall be identified with semi - permanent stick -on type label. The following information shall be included: a. Vehicle Detector Amplifier Channel 1. Loop number 2. Assigned phase(s) b. Ped Call Isolation Unit 1. Push button number 2. Assigned phase(s) c. Load Switches 1. Signal head number 2. Assigned phase(s) d. Phase Selectors 1. Circuit Letter 2. Phase(s) called The label shall be placed on the face of the unit. It shall not block any switch, light, or operational words on the unit. The lettering on this label shall be neat, legible, and easily read from a distance of approximately 6 -feet. 9- 29.13(10)B Auxiliary Equipment for Type 170E, 2070 Assemblies The following requirements apply to required auxiliary equipment furnished with Type 170E, 170E -HC -11 and 2070 controllers: A. Flashers, flash transfer relays, conflict monitor, AC isolators, DC isolators, discriminator modules, program modules, modem modules, breakers, buses, police panel switches, receptacle requirement, vent fan and auxiliary control panel switches shall conform to the requirements noted in the TEES. B. Flashing operation shall conform to Section 9- 29.13(5), except the 6- second flash period described in Item 2 of that section will not be required. Emergency preemption shall conform to Section 9- 29.13(6). City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -104 Bid Document March 2014 1 C n. �u 1 0 FIII L I !�I L AMENDMENTS TO THE STANDARD SPECIFICATIONS C. Input and output terminals shall be installed with a marking strip with field wire numbers noted in the Contract embossed on the strip. All cabinet and field conductor shall have a PVC or polyolefin wire marking sleeve installed, matching the input and output terminals above. Marking on sleeves shall be embossed or type written. D. The input panel terminal blocks TB 2 through TB 9 and associated cable to the input files as described in the TEES shall be provided in all control assemblies. E. Supplemental load resistor, not less than 2000 ohms and not greater than 5000 ohms not to exceed 10 watts per monitored circuit, shall be provided to prevent conflict monitor actuation caused by dimming or lamp burn -out. ' An individual supplemental load resistor shall be installed within the output file, and shall be installed on each of the following terminal circuits: J n CI L�1 FT1 -105 SP 4P -Y FT1 -111 SP 8P -Y FT2 -114 SP 2P -Y FT2 -120 SP 6P -Y FT2 -117 SP 3 -Y FT2 -118 SP 3 -G FT2 -123 SP 7 -Y FT2 -124 SP 7 -G FT3 -126 SP 1 -Y FT3 -127 SP 1 -G FT3 -132 SP 5 -Y FT3 -133 SP 5 -G F. Load switches of sufficient quantity to fully populate the output files shall conform to TEES and shall have indicator lights on input and output circuits. G. A detection panel, which shall be constructed as a single unit. Detector switches with separate operate, test, and off positions shall be provided for each field detector input circuit. A high intensity light emitting diode (LED) shall be provided for each switch. The lamp shall energize upon vehicle, pedestrian or test switch actuation. The test switch shall provide a spring loaded momentary contact that will place a call into the controller. When in the OFF position, respective detector circuits will be disconnected. In the operate position, each respective detector circuit shall operate normally. Switches shall be provided on the panel with labels and functions as follows: a. Display On — Detector indicator lights shall operate consistent with their respective switches. b. Display Off — detector indicator lights shall be de- energized. A means of disconnecting all wiring entering the panel shall be provided. The disconnect shall include a means to jumper detection calls when the display panel is disconnected. All switches on the ' panel shall be marked with its associated Plan detector number. All markers shall be permanent. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -105 AMENDMENTS TO THE STANDARD SPECIFICATIONS H. A "Detector Termination and Interface Panel' shall be provided. When viewing the cabinet from the back, the panel shall be located on the upper left hand side of the cabinet. The panel shall be electrically located between the "detection Panel' and the C -1 connector. The panel shall utilize insulated terminal blocks and each connector shall be a screw type with post. I. Each switchpack socket shall have pin 11 common to Nutral. J. The AC input Service Panel Assembly (SPA), line voltage filter, transient surge protection and all neutral bus bars and equipment ground bus bars shall be on the right side of the cabinet, mounted no more that 18 inches from the bottom of the cabinet when viewed from the rear, and meet the requirements described in TEES. K. The PED yellow terminals on the CMU edge connector shall be extended with a 2 foot wire, coiled, heat shrink tipped and labeled for the correct corresponding terminal as CH -13Y /CMU -8, CH- 14Y /CMU- 11, CH -15Y /CMU -K, CH -16Y /CMU -N. L. An "Absence Of Red Programming Assembly" shall be provided. There shall be provided on the back panel of the output file, 17 accessible jumper plug attachment areas, made up of three male pins per position (one, for each conflict monitor channel and one for red enable function). Each jumper plug shall be a two position connector, It shall be possible, by inserting and positioning one of the 16 connectors on the right two pins on the monitor board, to apply 120 VAC into a corresponding channel of the conflict monitor red channels. The connection between the red monitor board and the conflict monitor shall be accomplished via a 20 pin ribbon cable and the industry standard P -20 connector that attaches on the front panel of the monitor. It shall be possible, by inserting and positioning one of the 16 jumper plugs on the two left pins on the monitor board, to enable the corresponding channel to monitor for red fault by the conflict monitor. There shall be installed on the red monitor board a red fail monitor disable function that controls the 120 VAC red enable signal into the conflict monitor. During stop -and -go operation, 120VAC is sent via pin #20 on the P20 connector to enable red failure monitoring on the conflict monitor by having the connector moved to the side labeled "Red Enable ". If this is disengaged by moving the connector to the side labeled "Red Relay ", then 120VAC is removed from pin #20, and the conflict monitor will no longer monitor for red fail faults. The red enable function will also be wired such that if the traffic signal is in cabinet flash, then there will be no voltage on pin #20, and the conflict monitor will not monitor for red fail faults. M. Each cabinet shall be provided with at least 20 empty neutral connections to accommodate field wiring. The neutral bus bars shall City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -106 L L II JI r. P, H I u Bid Document , March 2014 ' MENDMENTS TO THE STANDARDSPECIFICATIONS C C ' be of the style in which a lug is not needed to be applied to the Y g pp neutral field wire(s). All of the neutral bars shall be secured in ' accordance with the TEES. All neutral bars shall be at the same electrical potential. ' N. The main breaker on the SPA shall be provided with a cover to prevent accidental tripping. The cover shall be removable and replaceable without the use of tools. VACANT ' O. Equipment Branch Breaker —The duplex receptacle on the rear of either PDA #21- or 3L shall be wired in parallel with the ground fault current interrupt receptacle on the front of the power supply. The ' ground fault current interrupt receptacle being in the "Test" mode shall not remove power to the rear receptacle. 9- 29.13(10)C NEMA Controller Cabinets Each NEMA traff ic controller shall be housed in a weatherproof cabinet conforming to the following requirements: 1 1. Construction shall be of 0.073 -inch minimum thickness series 300 stainless steel or 0.125 minimum thickness 5052 H32 ASTM B209 alloy aluminum. The stainless steel shall be annealed or one- quarter- hardness complying with ASTM A666 stainless steel sheet. Cabinets may be finished inside with an approved finish coat of exterior white enamel. If no other coating is specified in the Contract Provisions the exterior of all cabinets shall be bare metal. All controller cabinets shall Ibe furnished with front and rear doors. 2. The cabinet shall contain shelving, brackets, racks, etc., to support ' the controller and auxiliary equipment. All equipment shall set squarely on shelves or be mounted in racks and shall be removable without turning, tilting, or rotating or relocating one device to remove ' another. A 24 slot rack or racks shall be installed. The rack(s) shall be wired for 2 channel loop detectors and as follows. Slots 1 & 2 phase 1 loop detectors. Slots 3, 4, & 5 phase 2 loop detectors. Slots 6 & 7 phase 3 loop detectors. Slots 8, 9, & 10 phase 4 loop detectors. Slots 11 & 12 phase 5 loop detectors. Slots 13, 14, & 15 phase 6 loop detectors. Slots 16 & 17 phase 7 loop detectors. Slots 18, 19 & 20 phase 8 loop detectors. Slot 21 upper phase 1 loop detector. Slot 21 ' lower phase 5 detector. Slot 22 wired for a 2 channel discriminator channels A, C. Slot 23 wired for a 2 channel discriminator, channels B, D. Slot 24 wired for a 4 channel discriminator, wired for channel A, ' B, C, and D. All loop detector slots shall be wired for presence /pulse detection /extension. If an external power supply is required in order for the entire racks(s) to be powered it shall be installed. All rack(s) ' slots shall be labeled with engraved identification strips. City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -107 AMENDMENTS TO THE STANDARD SPECIFICATIONS 3. Additional detection utilizing the "D" connector shall be installed in accordance with the Contract. The cabinet shall be of adequate size to properly house the controller and all required appurtenances and auxiliary equipment in an upright position with a clearance of at least 3- inches from the vent fan and filter to allow for proper air flow. In no case shall more than 70 percent of the cabinet volume be used. There shall be at least a 2 -inch clearance between shelf mounted equipment and the cabinet wall or equipment mounted on the cabinet wall. 4. The cabinet shall have an air intake vent on the lower half of the front door, with a 12 -inch by 16 -inch by 1 -inch removable throw away filter, secured in place with a spring - loaded framework. 5. The cabinet door(s) shall be provided with: a. Cabinet doors shall each have a three point latch system. Locks shall be spring loaded construction locks capable of accepting a Best 6 pin core. A 6 pin construction core of type (blue, green, or Red) specified in the contract shall be installed in each core lock. One core removal key and two standard keys shall be included with each cabinet and delivered to the Engineer. b. A police panel assembly shall be installed in the front door and shall have a stainless steel hinge pin and a police panel lock. Two police keys with shafts a minimum of 13/4- inches long shall be provided with each cabinet. c. All doors and police panel door shall have one piece, closed cell, neoprene gaskets. d. A two position doorstop assembly. 6. Fluorescent fixtures or LED light strips (only one type per cabinet) for cabinet lighting. Color temperature shall be 4100K (cool white) or higher. Fluorescent fixtures shall use 12 inch (nominal), 8W, type T5 shatterproof tubular bulbs. LED light strips shall be approximately 12 inches long, and have a minimum output of 320 lumens. Lighting shall be ceiling mounted and oriented parallel to the door face. Lighting shall not interfere with the proper operation of any other ceiling mounted equipment. All lighting fixtures shall energize whenever any door is opened. Each door switch shall be labeled "Light ". City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -108 L h F n i_j �I Bid Document ' March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS 9- 29.13(10)D Cabinets for Type 170E and 2070 controllers Type 170E and 2070 controllers shall be housed in a model 332L cabinet unless specified otherwise in the contract. Type 332L cabinets shall be constructed in accordance with TEES with the following modifications: 1. Each door shall be furnished with the equipment listed in Standard Specifications 9- 29.13(10)C item 5 above. ' 2. The cabinet shall be furnished with auxiliary equipment described in Standard Specification 9- 29.13(10)B. ' 3. The cabinet shall be fabricated of stainless steel or sheet aluminum in accordance with Section 9- 29.13(10)C, Item 1 above., Painted steel, painted or anodized aluminum is not allowed. 4. A disposable paper filter element with dimensions of 12" x 6" x 1" shall be provided in lieu of a metal filter. The filter shall be secured in the filter holder with a louvered aluminum cover. The maximum depth of the cover shall not be more than 0.5" inch to provide the filter to be flush against the door. No incoming air shall bypass the filter ' element. 5. Field wire terminals shall be labeled in accordance with the Field ' Wiring Chart. 6. Fluorescent fixtures or LED light strips (only one type per cabinet) for cabinet lighting. Fluorescent fixtures shall use 12 inch (nominal), 8W, ' type T5 tubular bulbs. Tubular bulbs shall be contained within a shatterproof lamp cover. Led strips shall be approximately 12 inches long, and have a minimum output of 320 lumens. There shall be one fixture for each rack within the cabinet. Lighting shall be ceiling ' mounted and oriented perpendicular to the door face. Rack mounted lights are not allowed. Lighting shall be positioned such that the fixture is centered between the front and rear of the cabinet. Lighting shall not interfere with the proper operation of any other ceiling mounted equipment. Each lighting fixture shall energize automatically when either door to that respective rack is opened. ' Each door switch shall be labeled "Light ". 7. One drawer shelf, as shown in the TEES 8. 332D Controller Cabinet ' a. The 332D Controller cabinet shall have the appearance of two Type 332 controller cabinets joined at opposing sides. The outside Dimensions of the cabinet shall be 67 High X 48 1/2" ' Wide X 30 1/4" Deep. ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -109 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS b. The right side of the cabinet, as viewed from the front, shall be ' considered the Signal Control side. The left side of the cabinet, when viewed from the front, shall be considered the ITS /COMM ' side. c. One police access panel shall be installed on the right side of the I cabinet, as viewed from the front. d. Two cabinet lights shall be provided one on each side and as ' described in section 9- 29.13(10)D.6 e. Vacant f. The Traffic Signal Control side of the cabinet shall contain the , Traffic Signal Controller assembly and shall be furnished with equipment as described in the contract specifications. The , Traffic Signal Control side of the cabinet shall also meet all the additional equipment requirements of the Type 332 Signal Controller cabinet as indicated in the contract specifications. ' g. The ITS /COMM side of the cabinet shall contain ITS and Communication equipment and shall be furnished with the , following: 1. One controller shelf unit, mounted 36 inches from the , bottom of the cabinet opening to the front of the cabinet and attaching to the front rails of the EIA rack, shall be provided. The shelf shall be fabricated from aluminum and shall contain a rollout flip -top drawer for storage of wiring , diagrams and manuals. 2. One aluminum sheet metal panel, 1/8 "x 15 "x 54 ", shall be , installed to the rear of the cabinet on the right hand (when facing the front) side railing. 3. Additional ITS and Communication equipment as described in the Contract Plans and the ITS section of the Contract Special Provisions. , 9- 29.13(11) Traffic Data Accumulator and Ramp Meters All cabinets designated for use as a traffic data or ramp meter shall be Type 334L cabinets furnished to meet the TEES with the modifications listed in Section 9- 29.13(10)D and include the following accessories: 1. Each cabinet shall be equipped with a fully operable controller equipped as specified in the Contract Provisions. 2. Two input files, shall be provided. 3. The PDA #3L shall contain three Model 200 Load Switches. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -110 Bid Document ' March 2014 � I AMENDMENTS TO THE STANDARD SPECIFICATIONS A second transfer relay, Model 430, shall be mounted on the rear of the PDA #3L and wired as shown in the Plans. 4. Police Panel shall contain only one DPDT toggle switch. The switch shall be labeled POLICE CONTROL, ON -OFF. 5. Display Panel A. General Each cabinet shall be furnished with a display panel. The panel shall be mounted, showing and providing detection for inputs and specified controller outputs, at the top of the front rack above the controller unit. The ' display panel shall be fabricated from brushed aluminum and constructed according to the detail in the Plans. I � I B. Text All text on the detector panel shall be black in color and silk screened directly to the panel except the Phenolic detector and cabinet nameplates. A nameplate for each loop shall be engraved with a '/4 -inch nominal text according to the ITS Field Wiring Charts. The nameplates shall be permanently affixed to the detector panel. C. LEDs The LEDs for the display panel shall meet the following Specifications: Case size T 1 -3/4 Viewing angle 500 minimum Brightness 8 Milli candelas LEDs with RED, YELLOW or GREEN as part of their labels shall be red, yellow or green in color. All other LEDs shall be red. All LEDs shall have tinted diffused lenses. D. Detector panel Control Switch Each display panel shall be equipped with one detector display control switch on the panel with labels and functions as follows: ON Detector panel LEDs shall operate consistent with their separate switches. OFF All detector indicator LEDs shall be de- energized. Detector calls shall continue to reach the controller. TEST All detector indicator LEDs shall illuminate and no calls shall be placed to the controller. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -111 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS E. Advance Warning Sign Control Switch Each display panel shall be equipped with one advance warning sign control switch on the panel with labels and functions as follows: AUTOMATIC Sign Relay shall energize upon ground true call from controller. SIGN OFF Sign Relay shall de- energize. SIGN ON Sign Relay shall energize. F. Sign Relay The sign relay shall be plugged into a socket installed on the rear of the display panel. The relay shall be wired as shown in the Plans. The relay coil shall draw (or sink) 50 milliamperes ± 10% from the 170E/HC11 controller and have a DPDT contact rating not less than 10 amperes. A 1N4004 diode shall be placed across the relay coil to suppress voltage spikes. The anode terminal shall be connected to terminal #7 of the relay as labeled in the Plans. The relay shall energize when the METERING indicator LED is lit. G. Detector Input Indicators One LED and one spring - loaded two - position SPST toggle switch shall be provided for each of the 40 detection inputs. These LEDs and switches shall function as follows: TEST When the switch is in the test position, a call shall be placed to the controller and energize the associated LED. The switch shall automatically return to the run position when it is released. RUN In the run position the LEDs shall illuminate for the duration of each call to the controller. H. Controller Output Indicators The display panel shall contain a series of output indicator LEDs mounted below the detection indicators. The layout shall be according to the detail in the Plans. These LEDs shall illuminate upon a ground true output from the controller via the C5 connector. The output indicator LEDs shall have resistors in series to drop the voltage from 24 volts DC to their rated voltage and limit current below their rated current. The anode connection of each LED to +24 VDC shall be wired through the resistor. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -112 Bid Document , March 2014 r-, AMENDMENTS TO THE STANDARD SPECIFICATIONS 1. Connectors Connection to the display panel shall be made by three connectors, one pin (labeled P2) and one socket (labeled P1) and one labeled C5. The P1 and P2 connectors shall be 50 -pin cannon D series, or equivalent 50 pin ' connectors and shall be compatible such that the two connectors can be connected directly to one another to bypass the input detection. Wiring for the P1, P2 and C5 connectors shall be as shown in the Plans. ' The Contractor shall install wire connectors P1, P2, C1 P, C2, C4, C5 and C6 according to the pin assignments shown in the Plans. 6. Model 204 Flasher Unit 'I J i L' Each Model 334 ramp meter cabinet shall be supplied with one Model 204 sign flasher unit mounted on the right rear side panel. The flasher shall be powered from T1 -2. The outputs from the flasher shall be wired to T1 -5 and T1 -6. 7. Fiber Optic Patch Panel The Contractor shall provide and install a rack - mounted fiber optic patch panel as identified in the Plans. Cabinet Wiring Terminal blocks TB1 through TB9 shall be installed on the Input Panel. Layout and position assignment of the terminal blocks shall be as noted in the Plans. Terminals for field wiring in traffic data and /or ramp metering controller cabinet shall be labeled, numbered and connected in accordance with the following: Terminal Block Pos. Terminal and Wire Numbers Connection Identification TBS 501 -502 AC Power, Neutral T1 -2 641 Sign on T1 -4 643 Sign off T1 -5 644 Flasher Output NC T1 -6 645 Flasher Output NO T4 -1 631 Lane 3 - Red T4 -2 632 Lane 3 — Yellow T4 -3 633 Lane 3 — Green T4 -4 621 Lane 2 - Red T4 -5 622 Lane 2 - Yellow T4 -6 623 Lane 2 — Green T4 -7 611 Lane 1— Red ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -113 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS T4 -8 612 Lane 1 —Yellow T4 -9 613 Lane 1 — Green Loop lead -in cables shall be labeled and connected to cabinet terminals according to the ITS Field Wiring Chart. This chart will be provided by the Engineer within 20 days of the Contractor's request. 9- 29.13(12) ITS cabinet. Basic ITS cabinets shall be Model 334L Cabinets, unless otherwise specified in the Contract. Type 334L Cabinets shall be constructed in accordance with the TEES, with the following modifications: 1. The basic cabinet shall be furnished with only Housing 1 B, Mounting Cage 1, Service Panel #1, a Drawer Shelf, and Controller Unit Supports. Additional equipment may be specified as part of the cabinet function - specific standards. 2. Housing aluminum shall be 5052 alloy with mill finish. Painted or anodized aluminum is not allowed. 3. The door air filter shall be a disposable paper filter element of at least 180 square inches. 4. Locks shall be spring loaded construction core locks capable of accepting a Best 6 -pin core. A 6 -pin construction core of the type (Blue, Green, or Red) specified in the Contract shall be installed in each core lock. One core removal key and two standard keys (properly marked) shall be included with each cabinet and delivered to the Engineer upon Contract completion. 5. Each cabinet shall include a 120VAC electric strip heater with a rating of 100 watts, which shall be thermostat controlled. The heater strip shall be fed by wire with a temperature rating of 400°F or higher, and shall be shielded to prevent contact with wiring, equipment, or personnel. If the heater thermostat is separate from the fan thermostat, the heater thermostat must meet the same requirements a + + + +s the fan thermostat as defined in TEES. 6. Fluorescent fixtures or LED light strips (only one type per cabinet) for cabinet lighting. Color temperature shall be 4100K (cool white) or higher. Fluorescent fixtures shall use 12 inch (nominal), 8W, type T5 tubular bulbs contained within a shatterproof lamp cover. LED light strips shall be approximately 12 inches long, and have a minimum output of 320 lumens. There shall be two fixtures for each rack within the cabinet Lighting shall be ceiling mounted and oriented parallel to the door face — rack mounted lighting is not permitted. Lighting shall not interfere with the proper operation of any other ceiling mounted equipment. All lighting fixtures above a rack shall energize whenever either door to that respective rack is opened. Each door switch shall be labeled "Light ". 7. Each cabinet shall be equipped with a power distribution assembly (PDA) mounted in a standard EIA 19 -inch (ANSI /EIA RS- 310 -C) rack utilizing no City of Federal Way FWH and Sacajawea MS Pod Connection Safe Routes to School A -114 7 L Ll l fj F] I P1 Bid Document , March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS more than five Rack Mounting Units (RMU) (8.75 inches). The PDA shall include the following equipment: ' a. One duplex NEMA 5 -15R GFCI receptacle on the front of the PDA. ' b. Four duplex NEMA 5 -15R receptacles on the rear of the PDA. These receptacles shall remain energized on a trip or failure of the GFCI receptacle. ' c. Four 1 P-1 5A, 120VAC Equipment/Field Circuit Breakers. ' d. Line filter meeting the requirements of 9- 29.13(10)A.d. PDA components shall be mounted in or on the PDA such that they are readily accessible, provide dead front safety, and all hazardous voltage ' points are protected to prevent inadvertent contact. 8. Service Panel #1 shall include a service terminal block labeled "TBS ", a Tesco TES -10B or equivalent surge suppressor connected to provide power in line ' surge suppression, and a 1 P -30A Main Breaker. The Service Panel Assembly (SPA) shown in the TEES shall not be included. ' 9. Each cabinet shall include a rack mounted fiber optic patch panel of the type specified in the Contract. ' Cabinet drawings and wiring diagrams shall be provided in the drawer shelf. Additionally; an electronic (PDF format) copy of all drawings and wiring diagrams shall be provided. 9- 29.16(1)A1 Conventional Optical System This section's title is revised to read: ' 9- 29.16(1)A1 Non -LED Optical System 9- 29.16(1)D1 Electrical - Conventional ' This section's title is revised to read: 9- 29.16(1)D1 Electrical — Non -LED 9 -29.20 Pedestrian Signals ' This section is revised to read: Pedestrian signals shall be Light Emitting Diods (LED) type. ' The LED pedestrian signal module shall be operationally compatible with controllers and conflict monitors. The LED lamp unit shall contain a disconnect that will show an open switch to the conflict monitor when less than 60 percent of the LEDs in the unit are ' operational. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -115 AMENDMENTS TO THE STANDARD SPECIFICATIONS The Pedestrian signal heads shall be on the QPL or the Contractor shall submit a Manufacturer's Certificate of Compliance, in accordance with Standard Specification 1- 06.3, with each type of signal head. The certificate shall state that the lot of pedestrian signal heads meet the following requirements: 1. All pedestrian signal heads shall be a Walk/Don't Walk module with a countdown display. 2. All pedestrian displays shall comply with the MUTCD and ITE publication ST 01113, VTCSH2 or current ITE Specification and shall have an incandescent appearance. The Contractor shall provide test results from a Nationally Recognized Testing Laboratory documenting that the LED display conforms to the current ITE and the following requirements: a. All pedestrian signals supplied to any one project shall be from the same manufacturer and type but need not be from the same manufacturer as the vehicle heads. b. Each pedestrian signal face shall be a single unit housing with the signal indication size, a nominal 16 inch x 18 inch with side by side symbol messages with countdown display. c Housings shall be green polycarbonate or die -cast aluminum and the aluminum housings shall be painted with two coats of factory applied traffic signal green enamel (Federal Standard 595 - 14056). All hinges and latches and interior hardware shall be stainless steel. 3. Optical units for traffic signal displays shall conform to the following: a. Pedestrian "RAISED HAND" and "WALKING PERSON" modules shall be the countdown display type showing the time remaining in the pedestrian change interval. When the pedestrian change interval is reduced due to a programming change, the display may continue to show the previous pedestrian change interval for one signal cycle. During the following pedestrian change interval the countdown shall show the revised time, or shall be blank. In the event of an emergency vehicle preemption, during the following two cycles, the display shall show the programmed pedestrian change interval or be blank. In the event the controller is put in stop time during the pedestrian change interval, during the following two cycles the display shall show the programmed clearance or be blank. In the event there is railroad preempt during the pedestrian change interval, during the following two cycles the display shall show the programmed clearance or be blank. Light emitting diode (LED) light sources having the incandescent appearance are required for Portland Orange Raised Hand and the Lunar White Walking Person. 4. LED displays shall conform to the following: a. Wattage (Maximum): Portland Orange Raised Hand, 15 watts: Lunar White Walking Person, 15 watts. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -116 h n I� 11 d 1 Bid Document ' March 2014 I i i n F 'I � i AMENDMENTS TO THE STANDARD SPECIFICATIONS b. Voltage: The operating voltages shall be between 85 VAC and 135 VAC. c. Temperature: Temperature range shall be -35° F to +165° F. d. LED pedestrian heads shall be supplied with Z crate visors. Z crate visors shall have 21 members at 45 degrees and 20 horizontal members. 9- 29.20(1) LED Pedestrian Displays This section is deleted. 9- 29.20(2) Neon Grid Type This section is deleted. 9 -29.24 Service Cabinets In the first paragraph, the lettered items A -J are re- lettered to read B -K respectfully. The first paragraph is supplemented with the following new lettered item: A. Display an arc flash warning label that meets the requirements of ANSI Z535. 9 -29.25 Amplifier, Transformer, and Terminal Cabinets In item No. 2.C., "Transformer 23.1 to 12.5 KVA" is revised to read "Transformer 3.1 to 12.5 KVA" and the height column value of 40" is revised to read "48 ". The first and second sentences in the first paragraph are revised to read: Amplifier and terminal and transformer cabinets shall be NEMA 313 and the following: Item number 5 is revised to read: 5. All cabinets shall provide a gasketed door flange Item number 7 is revised to read: 7. Insulated terminal blocks shall be 600 volt, heavy -duty, barrier type. The terminal blocks shall be provided with a field -side and a control -side connector separated by a marker strip. One spare 12- position insulated terminal block shall be installed in each terminal cabinet and amplifier cabinet. Item number 8 is revised to read: 8. Each non -pad mounted Terminal, Amplifier and Transformer cabinet shall have 1/4 inch drain holes in back corners. Each pad mounted Terminal, Amplifier and Transformer cabinet shall drain to a sump and through a 3/8 inch diameter drain pipe to grade as detailed in the Standard Plans. Item number 10 is revised to read: 10. Transformer cabinets shall have two separate compartments, one for the transformer and one for the power distribution circuit breakers. Each compartment ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -117 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS shall be enclosed with a dead front. Each breaker shall be labeled with the device name by means of a screwed or riveted engraved name plate. Section 9-34, Pavement Marking Material August 5, 2013 9 -34.2 Paint The second paragraph is revised to read: Blue and black paint shall comply with the requirements for yellow paint in Section 9- 34.2(4) and Section 9- 34.2(5), with the exception that blue and black paints do not need to meet the requirements for titanium dioxide, directional reflectance, and contrast ration. 9- 34.3(4) Type D — Liquid Cold Applied Methyl Metharcrylate The column headings in the table titled "98:2 Formulations Type D — Liquid Cold Applied Methyl Methacrylate" are revised to read: 98:2 Formulations T e D — Liquid Cold Applied Meth 1 Methacrylate Property Test Method D -1 D -2 I D -3 I D -4 D -5 D -6 Min. I Max. Min. Max. I Min. Max. I Min. I Max. Min. Max. Min. Max. Section 9 -36, Shaft - Related Materials August 5, 2013 9- 36.1(1) Permanent Casing This section is revised to read: Permanent casing shall be of steel base metal conforming to ASTM A 36, ASTM A 252 Grades 2 or 3, ASTM A 572, or ASTM A 588. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -118 Bid Document ' March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS INTRODUCTION ' The following Amendments and Special Provisions shall be used in conjunction with the 2014 Standard Specifications for Road, Bridge, and Municipal Construction. ' AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. ' Section 1 -03, Award and Execution of Contract March 3, 2014 ' 1 -03.4 Contract Bond The last word of item 3 is deleted. ' Item 4 is renumbered to 5. The following'is inserted after item 3 (after the preceding Amendments are applied): 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project under titles 50, 51, and 82 RCW, and Section 1 -07, Legal Relations and Responsibilities to the Public January 6, 2014 ' 1 -07.2 State Taxes This section, is revised to read: ' The Washington State Department of Revenue has issued special rules on the state sales tax. Sections 1-07.20) through 1-07.20 are meant to clarify those rules. The Contracting Agency will not adjust its payment if the Contractor bases a Bid on a misunderstood tax liability. The Contracting Agency may deduct from its payments to the Contractor, retainage or Lien the bond, in the amount the Contractor owes the State Department of Revenue, ' whether the amount owed relates to the Contract in question or not. Any amount so deducted will be paid into the proper State fund on the contractor's behalf. For additional information on tax rates and application refer to applicable RCWs, WACs or ' the Department of Revenue's website. 1- 07.2(1) State Sales Tax: Work Performed on City, County, or Federally -Owned Land This including title is revised to read: section City of Federal Way ' FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -119 AMENDMENT S O THE TA ' E S NDARD SPECIFICATIONS 1- 07.2(1) State Sales Tax: WAC 458 -20 -171 — Use Tax ' For Work designated as Rule 171, Use Tax, the Contractor shall include for ' compensation the amount of any taxes paid in the various unit Bid prices or other Contract amounts. Typically, these taxes are collected on materials incorporated into the project and items such as the purchase or rental of; tools, machinery, equipment, or , consumable supplies not integrated into the project. The Summary of Quantities in the Contract Plans identifies those parts of the project ' that are subject to Use Tax under Section 1- 07.2(1). 1- 07.2(2) State Sales Tax: Work on State -Owned or Private Land This section including title is revised to read: ' 1- 07.2(2) State Sales Tax: WAC 458-20 -170 — Retail Sales Tax ' For Work designated as Rule 170, Retail Sales Tax, the Contractor shall collect from the Contracting Agency, Retail Sales Tax on the full Contract price. The Contracting Agency will automatically add this Retail Sales Tax to each payment to the Contractor ' and for this reason; the Contractor shall not include the Retail Sales Tax in the unit Bid prices or in any other Contract amount. However, the Contracting Agency will not provide additional compensation to the Prime Contractor or Subcontractor for Retail , Sales Taxes paid by the Contractor in addition to the Retail Sales Tax on the total contract amount. Typically, these taxes are collected on items such as 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 prices or in any other Contract amounts. The Summary of Quantities in the Contract Plans identifies those parts of the project that are subject to Retail Sales Tax under Section 1- 07.2(2). 1- 07.2(3) Services ' This section is revised to read: Any contract wholly for professional or other applicable services is generally not subject ' to Retail Sales Tax and therefore the Contractor shall not collect Retail Sales Tax from the Contracting Agency on those Contracts. Any incidental taxes paid as part of providing the services shall be included in the payments under the contract. Section 5 -01, Cement Concrete Pavement Rehabilitation January 6, 2014 ' 5 -01.2 Materials The referenced section for the following item is revised to read: ' Dowel Bars 9 -07.5 1 City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -120 Bid Document ' March 2014 1 I I 1 i II� n AMENDMENTS TO THE STANDARD SPECIFICATIONS Section 5 -04, Hot Mix Asphalt January 6, 2014 5- 04.3(7)A3 Commercial Evaluation The second sentence in the first paragraph is revised to read: Mix designs for HMA accepted by commercial evaluation shall be submitted to the Project Engineer on WSDOT Form 350 -042. Section 6 -02, Concrete Structures April 7, 2014 6- 02.3(5)H Sampling and Testing for Compressive Strength and Initial Curing The second paragraph is revised to read: The Contractor shall provide and maintain a sufficient number of cure boxes in accordance with WSDOT FOP for AASHTO T 23 for curing concrete cylinders. The cure boxes shall be readily accessible and no more than 500 feet from the point of acceptance testing, unless otherwise approved by the Engineer. The Contractor shall also provide, maintain and operate all necessary power sources and connections needed to operate the cure boxes. The cure boxes shall be in -place and functioning at the specified temperature for curing cylinders prior to concrete placement. Concrete cylinders shall be cured in the cure boxes in accordance with WSDOT FOP for AASHTO T 23. The cure boxes shall have working locks and the Contractor shall provide the Engineer with one key to each of the locks. Once concrete cylinders are placed in the cure box, the cure box shall not be disturbed until the cylinders have been removed. The Contractor shall retain the cure box Temperature Measuring Device log and provide it to the Engineer upon request. The following new paragraph is inserted after the last paragraph: All cure box costs shall be incidental to the associated item of work. 6- 02.3(6)A2 Cold Weather Protection The first sentence in the first paragraph is revised to read: This Specification applies when the weather forecast on the day of concrete placement predicts air temperatures below 35 OF at any time during the 7 days following placement. The first sentence of the second paragraph is revised to read: The temperature of the concrete shall be maintained above 50OF during the entire curing period or 7 days, whichever is greater. 6- 02.3(12)A Construction Joints in New Construction The third paragraph is deleted and replaced with the following three new paragraphs: ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -121 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS If the Plans require a roughened surface on the joint, the Contractor shall strike it off to leave grooves at right angles to the length of the member. Grooves shall be installed using one of the following options: 1. Grooves shall be' /2 to 1 inch wide, '/4 to' /2 inch deep, and spaced equally at twice the width of the groove. Grooves shall terminate approximately 1 inches from the face of concrete. 2. Grooves shall be 1 to 2 inches wide, a minimum of deep, and spaced a maximum of three times the width of the groove. Grooves shall terminate approximately 1 1/2- inches from the face of concrete. If the Engineer approves, the Contractor may use an alternate method to produce a roughened surface on the joint, provided that such an alternate method leaves a roughened surface of at least a' /4 -inch amplitude. If the first strike -off does not produce the required roughness, the Contractor shall repeat the process before the concrete reaches initial set. The final surface shall be clean and without laitance or loose material. 6- 02.3(15) Date Numerals The third sentence in the first paragraph is revised to read: When an existing Structure is widened or when traffic barrier is placed on an existing Structure, the date shall be for the year in which the original Structure was completed. 6- 02.3(17)A Design Loads The fifth paragraph is revised to read: Live loads shall consist of a minimum uniform load of not less than 25 psf, applied over the entire falsework plan area, plus the greater of: 1. Actual weights of the deck finishing equipment applied at the rails, or; 2. A minimum load of 75 pounds per linear foot applied at the edge of the bridge deck. 6- 02.3(17)) Face Lumber, Studs, Wales, and Metal Forms The second to last paragraph is deleted. 6- 02.3(17)0 Early Concrete Test Cylinder Breaks The third paragraph is revised to read: The cylinders shall be cured in the field in accordance with WSDOT FOP for AASHTO T 23 Section 10.2 Field Curing. 6- 02.3(20) Grout for Anchor Bolts and Bridge Bearings The first five paragraphs are deleted and replaced with the following two new paragraphs: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -122 Bid Document March 2014 i J tAMENDMENTS TO THE STANDARD SPECIFICATIONS Grout shall conform to Section 9- 20.3(2) for anchor bolts and for bearing assemblies with bearing plates. Grout shall conform to Section 9- 20.3(3) for elastomeric bearing ' pads and fabric pad bearings without bearing plates. Grout shall be a workable mix with a viscosity that is suitable for the intended ' application. The Contractor shall receive approval from the Engineer before using the grout. 6- 02.3(26)F Prestressing Reinforcement The last sentence in the fourth paragraph is revised to read: If the prestressing reinforcement will not be stressed and grouted for more than 7 ' calendar days after it is placed in the ducts, the Contractor shall place an approved corrosion inhibitor conforming to Federal Specification MIL- 1- 22110C in the ducts. ' Section 6 -05, Piling March 3, 2014 6- 05.3(4) Manufacture of Steel Casings for Cast -In -Place Concrete Plies This section is revised to read: ' The diameter of steel casings shall be as specified in the Contract. A full - penetration groove weld between welded edges is required. ' 6- 05.3(5) Manufacture of Steel Piles This section is revised to read: ' Steel piles shall be made of rolled steel H -pile sections, steel pipe piles, or of other structural steel sections described in the Contract. A full - penetration groove weld between welded edges is required. 6- 05.3(6) Splicing Steel Casings and Steel Piles ' This section is revised to read: The Engineer will normally permit steel piles and steel casings for cast -in -place concrete piles to be spliced. But in each case, the Contractor shall obtain approval on the need and the method for splicing. Welded splices shall be spaced at a minimum distance of 10 feet. Only welded splices will be permitted. ' Splice welds for steel piles shall comply with Section 6- 03.3(25) and AWS D1.1/D1.1 M, latest edition, Structural Welding Code. Splicing of steel piles shall be performed in accordance with an approved weld procedure. The Contractor shall submit a weld ' procedure to the Engineer for approval prior to welding. For ASTM A 252 material, mill certification for each lot of pipe to be welded shall accompany the submittal. The ends of all steel pipe piling shall meet the fit -up requirements of AWS D1.1/D1.1 M, latest ' edition, Structural Welding Code Section 5.22.3.1, "Girth Weld Alignment (Tubular)," when the material is spliced utilizing a girth weld. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -123 AMENDMENTS TO THE STANDARD SPECIFICATIONS Splice welds of steel casings for cast -in -place concrete piles shall be the Contractor's responsibility and shall be welded in accordance with AWS D1.1/D1.1M, latest edition, Structural Welding Code. A weld procedure submittal is not required for steel casings used for cast -in -place concrete piles. Casings that collapse or are not watertight, shall be replaced at the Contractor's expense. Section 6 -07, Painting January 6, 2014 6- 07.3(10)E Surface Preparation —Full Paint Removal This section is revised to read: For structures where full removal of existing paint is specified, the Contractor shall remove any visible oil, grease, and road tar in accordance with SSPC -SP 1. Following preparation by SSPC -SP 1, all steel surfaces to be painted shall be prepared in accordance with SSPC -SP 10, near -white metal blast cleaning. Surfaces inaccessible to near -white metal blast cleaning shall be prepared in accordance with SSPC -SP 11, power tool cleaning to bare metal, as allowed by the Engineer. Section 8 -04, Curbs, Gutters, and Spillways January 6, 2014 8- 04.3(1) Cement Concrete Curbs, Gutters, and Spillways The first sentence in the fourth paragraph is revised to read: Expansion joints in the curb or curb and gutter shall be spaced as shown in the Plans, and placed at the beginning and ends of curb returns, drainage Structures, bridges, and cold joints with existing curbs and gutters. 8- 04.3(1)A Extruded Cement Concrete Curb The second sentence in the second paragraph is revised to read: Cement concrete curbs shall be anchored to the existing pavement by placing steel reinforcing bars 1 foot on each side of every joint. The third paragraph is revised to read: Steel reinforcing bars shall meet the dimensions shown in the Standard Plans. Section 8 -11, Guardrail January 6, 2014 8- 11.3(1)A Erection of Posts The second paragraph in this section is deleted. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -124 d J Ll f] Bid Document ' March 2014 n AMENDMENTS TO THE STANDARD SPECIFICATIONS 8- 11.3(1)C Terminal and Anchor Installation The last sentence in the last paragraph is deleted. Section 9 -03, Aggregates April 7, 2014 9- 03.1(2)C Use of Substandard Gradings This section including title is deleted in its entirety and replaced with the following: Vacant 9- 03.14(3) Common Borrow The following section is revised to read: Material for common borrow shall consist of granular or nongranular soil and /or aggregate which is free of deleterious material. Deleterious material includes wood, organic waste, coal, charcoal, or any other extraneous or objectionable material. The material shall not contain more than 3 percent organic material by weight. The plasticity index shall be determined using test method AASHTO T 89 and AASHTO T 90. The material shall meet one of the options in the soil plasticity table below. Soil Plasticity Table All percentages are by weight. If requested by the Contractor, the plasticity index may be increased with the approval of the Engineer. 9- 03.14(4) Gravel Borrow for Structural Earth Wall In the second table. the row heninnino with "nH" is revised to read: pH WSDOT Test 4.5-9 Plasticity Option Sieve Percent Passing Index No. 1 200 0-12 N/A No. 2 200 12.1 -35 6 or Less No. 3 200 Above 35 0 All percentages are by weight. If requested by the Contractor, the plasticity index may be increased with the approval of the Engineer. 9- 03.14(4) Gravel Borrow for Structural Earth Wall In the second table. the row heninnino with "nH" is revised to read: pH WSDOT Test 4.5-9 5-10 Method T 417 City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -125 Bid Document March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS Section 9 -07, Reinforcing Steel January 6, 2014 9- 07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement) This section's title is revised to read: 9- 07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement and Cement Concrete Pavement Rehabilitation) Section 9 -09, Timber and Lumber January 6, 2014 9- 09.3(1) General Requirements The fourth paragraph is revised to read: All orders of treated timber and lumber shall be accompanied by a Certificate of Treatment record. The Certificate of Treatment showing conformance to this specification and AWPA standards shall include the following information: Name and location of the wood preserving company, Customer identification, Date of treatment and charge number, Type of chemical used and amount of retention, Treating process and identification of the Specification used, Boring records verifying treatment penetration for timber and lumber with a nominal dimension of 6" x 6" or larger, Description of material that was treated, and Signature of a responsible plant official. The fifth paragraph is deleted. The first sentence in the last paragraph is revised to read: All timber and lumber to be used in aquatic environments, unless specified otherwise in the Contract, shall be chemically treated using Western Wood Preservers Institute Best Management Practices (BMPs). City of Federal Way FWH and Sacajawea MS Pod Connection Safe Routes to School A -126 Bid Document ' March 2014 AMENDMENTS TO THE STANDARD SPECIFICATIONS ' Section 9 -10, Piling March 3, 2014 9 -10.5 Steel Piling ' This section is revised to read: The material for rolled steel piling H- piling and pile splices shall conform to ASTM A 36, ASTM A 572 or ASTM A 992. The material for steel pipe piling and splices shall conform to one of the following requirements except as specifically noted in the Plans: 1. API 5L Grade X42 or X52 material may be used for longitudinal seam welded I or helical (spiral) seam submerged -arc welded pipe piles of any diameter. 2. ASTM A 252 Grade 2 or 3 material may be used for longitudinal seam welded or helical (spiral) seam submerged -arc welded pipe piles of any diameter. For ' the purposes of welding and prequalification of base metal, steel pipe pile designated as ASTM A 252 may be treated as prequalified provided the chemical composition conforms to a prequalified base metal classification listed in Table 3.1 of the AWS D1.1/D1.1 M, latest edition, Structural Welding Code, the grade of pipe piling meets or exceeds the grade specified in the Plans, and the carbon equivalent (CE) is a maximum of 0.45 - percent. 3. ASTM A 572 or ASTM A 588 material may be used for longitudinal seam welded piles of any diameter. For helical (spiral) seam submerged -arc welded pipe piles, the maximum radial offset of strip /plate edges shall be 1/8 inch. The offset shall be transitioned with a taper weld and the slope shall not be less than a 1 in 2.5 taper. The weld reinforcement shall not be greater than 3/16 inches and misalignment of weld beads shall not exceed 1/8 inch. ' Steel soldier piles, and associated steel bars and plates, shall conform to ASTM A 36, ASTM A 572 or ASTM A 992, except as otherwise noted in the Plans. ' All steel piling may be accepted by the Engineer based on the Manufacturer's Certificate of Compliance submitted in accordance with Section 1 -06.3. The manufacturer's certificate of compliance submittal for steel pipe piles shall be accompanied by certified mill test reports, including chemical analysis and carbon equivalence, for each heat of steel used to fabricate the steel pipe piling. ' Section 9 -14, Erosion Control and Roadside Planting January 6, 2014 9- 14.4(7) Tackifier ' This section is revised to read: Tackifiers are used as a tie -down for soil, compost, seed, and /or mulch. Tackifiers shall contain no growth or germination- inhibiting materials and shall not reduce infiltration ' rates. Tackifiers shall hydrate in water and readily blend with other slurry materials. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 A -127 AMENDMENTS TO THE STANDARD SPECIFICATIONS The Contractor shall provide test results documenting the tackifier meets the requirements for Acute Toxicity, Solvents, and Heavy Metals as required in Table 1 in Section 9- 14.4(2). The tests shall be performed at the manufacturer's recommended application rate. 9- 14.6(2) Quality The second and third paragraphs in this section are revised to read: All plant material shall comply with State and Federal laws with respect to inspection for plant diseases and insect infestation. Plants must meet Washington State Department of Agriculture plant quarantines and have a certificate of inspection. Plants originating in Canada must be accompanied by a phytosanitary certificate stating the plants meet USDA health requirements. All plant material shall be purchased from a nursery licensed to sell plants in their state or province. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School A -128 C 7 1 u Bid Document ' March 2014 7 n �I 1 J C' n SPECIAL PROVISIONS fl G' u C' 0 1 SPECIAL PROVISIONS INTRODUCTION TO THE SPECIAL PROVISIONS (August 14, 2013 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2012 edition, as issued by the Washington State Department of Transportation ( WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications "). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project- specific fill -ins; and project- specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project- specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT /APWA, current edition • City of Federal Way Public Works Development Standards Contractor shall obtain copies of these publications, at Contractor's own expense. ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -1 Bid Document March 2014 SPECIAL PROVISIONS DIVISION 1 GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995 WSDOT GSP) This Contract provides for the completion of the $$ Federal Way High and Sacajawea Middle School Pedestrian Connection Safe Routes to School including, but not limited to: 6 ft. wide sidewalk, curb, gutter, bicycle /sharrow pavement markings, ADA improved driveway approaches and curb ramps, and planter strips, on 14th Avenue S between 312th Street and S 308th Street and continuing on S 308th Street from 14th Avenue S to Pacific Highway S. Installation of street lights on 308th Street from 10 Avenue S to Pacific Highway S. Installation of a mini - roundabout and pedestrian actuated Rectangular Rapid Flashing Beacons at the intersection of 14th Avenue S and S 308th Street. $$, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 1 -01 DEFINITIONS AND TERMS 1 -01.3 Definitions (March 8, 2013 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids. Award Date 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 officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion 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, any remaining traffic disruptions will be rare and brief, and only minor incidental work, City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -2 Bid Document ' March 2014 SPECIAL PROVISIONS replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. ' Physical Completion 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. ' Completion 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. ' Final Acceptance Date The date on which the Contracting Agency accepts the Work as complete. This Section is supplemented with the following: ' All references in the Standard Specifications to the terms "State ", "Department of Transportation ", 'Washington State Transportation Commission ", "Commission ", "Secretary ' of Transportation ", "Secretary ", "Headquarters ", and "State Treasurer" shall be revised to read "Contracting Agency All references to "State Materials Laboratory" shall be revised to read "Contracting Agency ' designated location ". The venue of all causes of action arising from the advertisement, award, execution, and performance of the Contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. 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 performing the same work. Contract Documents ' See definition for "Contract ". IContract Time ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -3 SPECIAL PROVISIONS The eriod of time established b the terms and conditions of the Contract within which the ' p Y work must be physically completed. Dates Bid Opening Date 1 The date on which the Contracting Agency publicly opens and reads the bids. Award Date , 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 officially binds the agency to the Contract. Notice to Proceed Date ' The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion 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. r Physical Completion 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. Completion 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. Final 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. City of Federal Way , FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -4 SPECIAL PROVISIONS 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. ITraffic ' Both vehicular and non - vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1 -02 BID PROCEDURES AND CONDITIONS ' 1 -02.1 Prequalification of Bidders Delete this Section and replace it with the following: ' 1 -02.1 Oualifications of Bidder (January 24, 2011 APWA GSP) I I J Before award of a public works Contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 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" 6 Furnished automatically upon award. Contract Provisions 6 Furnished automatically upon award. Large Plans (e.g., 22" x 34 ") 2 Furnished only upon 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 -02.5 Proposal Forms (June 27, 2011 APWA GSP) City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -5 Bid Document March 2014 SPECIAL PROVISIONS Delete this section and replace it with the following: ' The Proposal Form will identify the project and its location and describe the work. It will also , list estimated quantities, units of measurement, 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. ' 1 -02.6 Preparation of Proposal (June 27, 2011 APWA GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be I initialed by the signer of the bid. Delete the last paragraph, and replace it with the following: ' 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. ' Section 1 -02.6 is supplemented with the following: (August 2, 2004 WSDOT GSP) ' The fifth and sixth paragraphs of Section 1 -02.6 are deleted. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -6 Bid Document , March 2014 SPECIAL PROVISIONS ' 1 -02.7 Bid Deposit ' (March 8, 2013 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency- assigned number for the project; ' 2. Name of the project; 3. 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 officer 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. ' If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 1 -02.9 Delivery of Proposal (August 15, 2012 APWA GSP, Option A) Delete this section and replace it with the following: City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -7 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 -02.12 Public Opening Of Proposal ' (Special Provision) City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -7 SPECIAL PROVISIONS Section 1 -02.12 is supplemented with the following: ( * * * * *I Date of Opening Bids Sealed bids are to be received at one of the following locations prior to the time Specified: 1. In the City of Federal Way Purchasing Office, 33325 8th Avenue South, Federal Way, WA 98063, until 10:00 A.M. of the bid opening date. Bids delivered in person will be received only in the Bid Room on the bid opening date. The bid opening date for this project is Tuesday, April 15, 2014. Bids received will be publicly opened and read after 10:10 A. M. on this date. 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; 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 City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -8 SPECIAL PROVISIONS ' 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 proposal is submitted for the same proiect from a Bidder under the same or different names. ' 1 -02.14 Disqualification of Bidders (March 8, 2013 APWA GSP, Option B) Delete this Section and replace it with the following: ' A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or does not meet the following Supplemental Criteria: 1. Delinquent State Taxes A. Criterion: The Bidder shall not owe delinquent taxes to the Washington ' State Department of Revenue without a payment plan approved by the Department of Revenue. ' B. Documentation: The Bidder shall not be listed on the Washington State Department of Revenue's "Delinquent Taxpayer List" website: http: / /dor.wa.gov/ content / fileandpaytaxes /latefiling /dtlwest.aspx , or if they are so listed, they must submit a written payment plan approved by the ' Department of Revenue, to the Contracting Agency by the deadline listed below. ' 2. Federal Debarment ' A. Criterion: The Bidder shall not currently be debarred or suspended by the Federal government. B. Documentation: The Bidder shall not be listed as having an "active ' exclusion" on the U.S. government's "System for Award Management" database (www.sam.gov). 3. Subcontractor Responsibility A. Criterion: The Bidder's standard subcontract form shall include the subcontractor responsibility language required by RCW 39.06.020, and the Bidder shall have an established procedure which it utilizes to validate the responsibility of each of its subcontractors. The Bidder's subcontract form shall also include a requirement that each of its subcontractors shall have and document a similar procedure to determine whether the sub -tier ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -9 SPECIAL PROVISIONS subcontractors with whom it contracts are also "responsible" subcontractors as defined by RCW 39.06.020. B. Documentation: The Bidder, if and when required as detailed below, shall submit a copy of its standard subcontract form for review by the Contracting Agency, and a written description of its procedure for validating the responsibility of subcontractors with which it contracts. 4. Prevailing Wanes A. Criterion: The Bidder shall not have a record of prevailing wage violations as determined by WA Labor & Industries in the five years prior to the bid submittal date, that demonstrates a pattern of failing to pay workers prevailing wages, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of all prevailing wage violations in the five years prior to the bid submittal date, along with an explanation of each violation and how it was resolved. The Contracting Agency will evaluate these explanations and the resolution of each complaint to determine whether the violation demonstrate a pattern of failing to pay its workers prevailing wages as required. 5. Claims Against Retainage and Bonds A. Criterion: The Bidder shall not have a record of excessive claims filed against the retainage or payment bonds for public works projects in the three years prior to the bid submittal date, 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 and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of the public works projects completed in the three years prior to the bid submittal date that have had claims against retainage and bonds and include for each project the following information: • Name of project • The owner and contact information for the owner; • A list of claims filed against the retainage and /or payment bond for any of the projects listed; • A written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. 6. Public Bidding Crime City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -10 7 0 n 0 n n n Bid Document ' March 2014 B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the ' bid submittal date; or if Bidder was terminated, describe the circumstances. 8. Lawsuits A. Criterion: The Bidder shall not have lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that ' demonstrate a pattern of failing to meet the terms of contracts, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency ' B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that ' the Bidder has not had any lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, or shall submit a list of all ' lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date, along with a written explanation of the circumstances surrounding each such lawsuit. The Contracting Agency shall evaluate these explanations to determine whether the lawsuits demonstrate a pattern of failing to meet of terms of construction related contracts As evidence that the Bidder meets the mandatory and supplemental responsibility ' criteria stated above, the apparent two lowest Bidders must submit to the Contracting Agency by 12:00 P.M. (noon) of the second business day following the bid submittal deadline, a written statement verifying that the Bidder meets all of the mandatory and supplemental criteria together with supporting documentation including but not limited to that detailed above (sufficient in the sole judgment of the Contracting Agency) ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -11 1 SPECIAL PROVISIONS ' A. Criterion: The Bidder and /or its owners shall not have been convicted of a crime involving bidding on a public works contract in the five years prior to the bid submittal date. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder and/or its owners have not been convicted of a crime involving bidding on a public works contract. 7. Termination for Cause / Termination for Default ' A. Criterion: The Bidder shall not have had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date, unless there are extenuating circumstances and such circumstances are deemed acceptable to the ' Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the ' bid submittal date; or if Bidder was terminated, describe the circumstances. 8. Lawsuits A. Criterion: The Bidder shall not have lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that ' demonstrate a pattern of failing to meet the terms of contracts, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency ' B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that ' the Bidder has not had any lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, or shall submit a list of all ' lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date, along with a written explanation of the circumstances surrounding each such lawsuit. The Contracting Agency shall evaluate these explanations to determine whether the lawsuits demonstrate a pattern of failing to meet of terms of construction related contracts As evidence that the Bidder meets the mandatory and supplemental responsibility ' criteria stated above, the apparent two lowest Bidders must submit to the Contracting Agency by 12:00 P.M. (noon) of the second business day following the bid submittal deadline, a written statement verifying that the Bidder meets all of the mandatory and supplemental criteria together with supporting documentation including but not limited to that detailed above (sufficient in the sole judgment of the Contracting Agency) ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -11 1 SPECIAL PROVISIONS demonstrating compliance with all mandatory and supplemental responsibility 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 Contracting Agency also reserves the right to obtain information from third - parties and independent sources of information concerning a Bidder's compliance with the mandatory and supplemental criteria, and to use that information in their evaluation. The Contracting Agency may (but is not required to) consider mitigating factors in determining whether the Bidder complies with the requirements of the supplemental criteria. The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria shall include any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from others 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 two (2) business days of the Contracting Agency's determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information 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 Contracting Agency's final determination. Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility Criteria may make or submit requests to the Contracting Agency to modify the criteria. Such requests shall be in writing, describe the nature of the concerns, and propose specific modifications to the criteria. Bidders shall submit such requests to the Contracting Agency no later than five (5) business days prior to the bid submittal deadline and address the request to the Project Engineer or such other person designated by the Contracting Agency in the Bid Documents. 1 -02.15 Pre -Award Information (August 14, 2013 APWA 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: t 1 J u 1 u 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, City of Federal Way FWH and Sacaiawea MS Ped Connection Safe Routes to School SP -12 Bid Document ' March 2014 I1 -03.3 Execution of Contract (October 1, 2005 APWA 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 Contracting Agency. Within 10 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. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -13 SPECIAL PROVISIONS ' A progress schedule in a form the Contracting Agency requires) showing the 3 p 9 � g 9 Y q ) 9 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. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. ' 1 -03 AWARD AND EXECUTION OF CONTRACT 1 -03.1 Consideration of Bids 1 (January 23, 2006 APWA GSP) 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 Agency 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, including sales taxes where applicable 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. I1 -03.3 Execution of Contract (October 1, 2005 APWA 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 Contracting Agency. Within 10 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. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -13 SPECIAL PROVISIONS ' 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 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. 1 -03.4 Contract Bond (October 1, 2005 APWA GSP) ' Revise the first paragraph to read: The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on a Contracting Agency- furnished form; 2. 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, 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; 4. 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 perform 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 accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and ' 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice - president, unless accompanied by written proof of the authority ' of the individual sianina the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice - president). (August 5, 2013 WSDOT GSP) Section 1 -03.4 is supplemented with the following: Release of Contract Bond will be 60 days following the Contract Completion date and , Notice of Completion (NOC) being sent to the Washington State Department of Labor and Industries, Washington State Department of Revenue and Washington State 4 Employment Security Department, provided following conditions are met: ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -14 Bid Document March 2014 0 1 n I I u 1 SPECIAL PROVISIONS 1. Payment to the State with respect to taxes imposed pursuant to Title 82, RCW on Contracts totaling more than $ 35,000, a release has been obtained from the Washington State Department of Revenue. 2. Affidavits of Wages Paid for the Contractor and all Subcontractors are on file with the Contracting Agency (RCW 39.12.040). 3. A certificate of Payment of Contributions Penalties and Interest on Public Works Contract is received from the Washington State Employment Security Department. 4. Washington State Department of Labor and Industries (per Section 1- 07.10) shows the Contractor, Subcontractor(s) and any lower tier Subcontractor(s) are current with payments of industrial insurance and medical aid premiums. 5. All claims, as provided by law, filed against the Contract Bond have been resolved. 1 -04 SCOPE OF THE WORK 1 -04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Amendments to the Standard Specifications, 6. Standard Specifications, 7. Contracting Agency's Standard Plans or Details (if any), and 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 1- 04.4(2) Unexpected Site Changes 1 (Special Provisions) Unanticipated site Work, as ordered by otherwise provided for in the Contract 09.6. Such Work may include: New Section the Engineer, shall consist of Work not and paid in accordance with Section 1- 1. Design changes to address field conflicts or adjustments needed to complete the Work; 2. Miscellaneous Work, directed by the Contracting Agency, not covered in the Contract and not exceeding $15,000 per change; City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -15 SPECIAL PROVISIONS 3. Removal of unexpected Structures or obstructions. Measurement No specific unit of measurement will apply to the force account item "Unexpected Site Changes ". Payment "Unexpected Site Changes ", by force account as provided in Section 1 -09.6. To provide a common Proposal for all Bidders, the Contracting Agency has entered an amount in the Proposal to become a part of the Contractor's total Bid. 1 -05.4 Conformity With and Deviations from Plans and Stakes (April 1, 2013 WSDOT GSP) Section 1 -05.4 is supplemented with the following: Contractor Surveying - Roadway Copies of the Contracting Agency provided primary survey control data are available for the bidder's inspection at the office of the Project Engineer. The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving, channelization and pavement marking, illumination and signals, guardrails and barriers, and signing. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at the Contractors expense. Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift. The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work shall include but not be limited to the following: 1. Verify the primary horizontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding stakes and hubs as well as additional survey control needed for the project. Provide descriptions of secondary control to the City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -16 Bid Document March 2014 0 IJ J 'J 0 I I n SPECIAL PROVISIONS Contracting Agency. The description shall include coordinates and elevations of all secondary control points. 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline or on offsets to centerline at all curve points (PCs, PTs, and Pis) and at points on the alignments spaced no further than 50 feet. 3. Establish clearing limits, placing stakes at all angle points and at intermediate points not more than 50 feet apart. The clearing and grubbing limits shall be 5 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise shown in the Plans. 4. Establish grading limits, placing slope stakes at centerline increments not more than 50 feet apart. Establish offset reference to all slope stakes. If Global Positioning Satellite (GPS) Machine Controls are used to provide grade control, then slope stakes may be omitted at the discretion of the Contractor 5. Establish the horizontal and vertical location of all drainage features, placing offset stakes to all drainage structures and to pipes at a horizontal interval not greater than 25 feet. 6. Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the top of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, and at 10 -foot intervals in intersection radii with a radius less than 10 feet. Transversely, stakes shall be placed at all locations where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet. If GPS Machine Controls are used to provide grade control, then roadbed and surfacing stakes may be omitted at the discretion of the Contractor. 7. Establish intermediate elevation benchmarks as needed to check work throughout ' the project. 8. Provide references for paving pins at 25 -foot intervals or provide simultaneous 1 surveying to establish location and elevation of paving pins as they are being placed. 9. For all other types of construction included in this provision, (including but not limited to channelization and pavement marking, illumination and signals, guardrails and barriers, and signing) provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity. 10. Contractor shall determine if changes are needed to the profiles or roadway sections shown in the Contract Plans in order to achieve proper smoothness and drainage where matching into existing features, such as a smooth transition from new pavement to existing pavement. The Contractor shall submit these changes to the Project Engineer for review and approval 10 days prior to the beginning of work. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -17 SPECIAL PROVISIONS To facilitate the establishment of these lines and elevations, the Contracting Agency will provide the Contractor with primary survey control information consisting of descriptions of two primary control points used for the horizontal and vertical control, and descriptions of two additional primary control points for every additional three miles of project length. Primary control points will be described by reference to the project alignment and the coordinate system and elevation datum utilized by the project. In addition, the Contracting Agency will supply horizontal coordinates for the beginning and ending points and for each Point of Intersection (PI) on each alignment included in the project. The Contractor shall ensure a surveying accuracy within the following tolerances: Vertical Horizontal Slope stakes ±0.10 feet ±0.10 feet Subgrade grade stakes set 0.04 feet below grade ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Stationing on roadway N/A ±0.1 feet Alignment on roadway N/A ±0.04 feet Surfacing grade stakes ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Roadway paving pins for surfacing or paving ±0.01 feet ±0.2 feet (parallel to alignment) ±0.1 feet (normal to alignment) The Contracting Agency may spot -check the Contractor's surveying. These spot- checks will not change the requirements for normal checking by the Contractor. When staking roadway alignment and stationing, the Contractor shall perform independent checks from different secondary control to ensure that the points staked are within the specified survey accuracy tolerances. The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting Agency will require up to seven calendar days from the date the data is received. Contract work to be performed using contractor - provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -18 u i 1 it Bid Document ' March 2014 1 SPECIAL PROVISIONS Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed that are not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer. Payment Payment will be made in accordance with Section 1 -04.1 for the following bid item when included in the proposal: "Roadway Surveying ", lump sum. The lump sum contract price for "Roadway Surveying" shall be full pay for all labor, equipment, materials, and supervision utilized to perform the Work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts. 1 -05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA 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. 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. City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -19 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 therefore. Upon receipt of written notice concurring in or denying substantial completion, whichever is ' SPECIAL PROVISIONS ' interruption, the work necessary to reach Substantial and Physical Completion. The ' 1 -05.11 Final Inspection Delete this section and replace it with the following: 1 Final Inspections Operational Testing , -05.11 and (October 1, 2005 APWA 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 therefore. 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. 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. City of Federal Way ' FWH and Sacajawea MS Bid Document Pod Connection Safe Routes to School March 2014 SP -20 L G SPECIAL PROVISIONS 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 shall not imply acceptance of the work or that all the obligations of the Contractor under the Contract have been fulfilled. 1- 05.11(3) Operational Testing It is the intent of the 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 -05.13 Superintendents, Labor and Equipment of Contractor (August 14, 2013 APWA GSP) 1 Delete the sixth and seventh paragraphs of this section. 1 -05.14 Cooperation with Other Contractors ' (March 13, 1995 WSDOT GSI ) Section 1 -05.14 is supplemented with the following: Other Contracts or Other Work It is anticipated that the following work adjacent to or within the limits of this project will ' be performed by others during the course of this project and will require coordination of the work: * ** Franchise utility relocations and adjustments, including water, telephone, gas and power. See Section 1 -07.17 for list of utilities and contact information. * ** ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -21 Bid Document March 2014 SPECIAL PROVISIONS 1- 05.14(A) Notifications Relative to Contractor's Activities (Special Provision) Section 1- 05.14(A) is a new section: Notification shall be written, with a copy delivered to the Engineer within a minimum of two (2) weeks 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 Contactor shall also notify the above 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. Metro Facilities will remove and reinstall existing bus stop signs within the project limits. The Contractor shall contact Lori Kittredge or Jim Kost at 206.684.2732 to coordinate sign work 2 weeks prior to the required sign removal or installation. A copy of the record of communication shall be given to the City. City of Federal Way Comcast Police Department 4020 Auburn Way N 33325 8th Ave S Auburn, WA 98002 Federal Way, WA 98003 Telephone: 253.372.5360 Telephone: 253.835.6701 (to schedule officer traffic control support) Telephone: 253.835.6767 (for traffic /road closure issues) Puget Sound Energy (Gas & Power) South King Fire & Rescue Attn: Anita Yurovchack 31617 1 $' Ave S 3130 S 38th St Federal Way, WA 98003 Tacoma, WA 98409 Telephone: 253.946.7253 Telephone: 253.476.6304 King County METRO Transit Century Link 81270 6th Avenue South, Bldg 2 Attn: Victor Novelo M9S:QS 2331566 1h Ave S Seattle, WA 98134 Kent, WA 98032 Telephone: 206.684.2785 Telephone: 253.372.5363 City of Federal Way School District Lakehaven Utility District Transportation Department Attn: Wes Hill Attn: Cindy Wendland, Director 31627 1 rt Avenue S 1211 S 332nd St PO Box 4249 Federal Way, WA 98003 Federal Way, WA 98003 253.945.5960 Telephone: 2563.946.5440 King County Traffic Operations Attn: Mark Parrett 155 Monroe Avenue NE Renton, WA 98056 Telephone: 206.296.8152 City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -22 1 LI u SPECIAL PROVISIONS 1- 05.14(B) Coordination of Work with City (Special Provision) Section 1- 05.14(8) is a 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 belays in which requests were not coordinated with the Engineer ' shall be the sole responsibility of the Contractor. 1- 05.14(C) King County Department of Tranportation, Metro Transit ' (Special Provision) Section 1- 05.14(C) is a new section: ' Contractor shall provide at least three weeks advance notice of impacts to: bus zones, bus shelters, bus signs & posts, and any other transit facilities equipment. Construction usage of bus zones resulting in either partial or full zone closures or relocations requires approval and a 48 hour advance notification. Closures may be approved for short -term periods only. Some zones may not be altered or closed due to wheelchair accessibility requirements. Relocation of most zones requires a temporary/alternative zone. Transit service supervisors must determine, approve and place delineators for ' temporary zones. It is the responsibility of the contractor to place "No Parking" signs (T- 39's), and provide traffic control when construction requires zone relocations. The order must be placed with the Traffic Engineering Services 24 to 48 hours in advance of the relocation. Temporary bus zones typically will need 75 to 150 feet of parking space. Contractors who remove Metro Transit property may be subject to legal action. ' 1 -05.15 Method of Serving Notices (March 25, 2009 APWA GSP) ' Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute or other correspondence constituting notification required to be furnished under the Contract must be in paper format, hand delivered or sent via mail delivery service to the Protect Engineer's office. Electronic copies such as a -mails or ' electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. tAdd the following new section: 1 -05.16 Water and Power ' (October 1, 2005 APWA GSP) City of Federal Way ' FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP-23 The Contractor shall maintain one set of full size plans for Record Drawings, updated with clear and accurate red -lined field revisions on a daily basis, and within 2 business days after receipt of information that a change in Work has occurred. The Contractor shall not conceal any work until the required information is recorded. This Record Drawing set shall be used for this purpose alone, shall be kept separate from other Plan sheets, and shall be clearly marked as Record Drawings. These Record Drawings shall be kept on site at the Contractor's field office, and shall be available for ' review by the Contracting Agency at all times. The Contractor shall bring the Record Drawings to each progress meeting for review. The preparation and upkeep of the Record Drawings is to be the assigned responsibility of a ' single, experienced, and qualified individual. The quality of the Record Drawings, in terms of accuracy, clarity, and completeness, is to be adequate to allow the Contracting Agency to modify the computer -aided drafting (CAD) Contract Drawings to produce a complete set of Record Drawings for the Contracting Agency without further investigative effort by the Contracting Agency. The Record Drawing markups shall document all changes in the Work, both concealed and , visible. Items that must be shown on the markups include but are not limited to: • Actual dimensions, arrangement, and materials used when different than shown in ' the Plans. • Changes made by Change Order or Field Order. • Changes made by the Contractor. • Accurate locations of storm, sewer, sanitary sewer, water mains and other water appurtenances, structures, conduits, light standards, vaults, width of roadways, City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -24 Bid Document , March 2014 SPECIAL PROVISIONS The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power and water as a pay item. , Add the following new section: 1 -05.17 Oral Agreements , (October 1, 2005 AWPA 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 t binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. Add the following new section: 1 -05.18 Record Drawings (March 8, 2013 APWA GSP) , The Contractor shall maintain one set of full size plans for Record Drawings, updated with clear and accurate red -lined field revisions on a daily basis, and within 2 business days after receipt of information that a change in Work has occurred. The Contractor shall not conceal any work until the required information is recorded. This Record Drawing set shall be used for this purpose alone, shall be kept separate from other Plan sheets, and shall be clearly marked as Record Drawings. These Record Drawings shall be kept on site at the Contractor's field office, and shall be available for ' review by the Contracting Agency at all times. The Contractor shall bring the Record Drawings to each progress meeting for review. The preparation and upkeep of the Record Drawings is to be the assigned responsibility of a ' single, experienced, and qualified individual. The quality of the Record Drawings, in terms of accuracy, clarity, and completeness, is to be adequate to allow the Contracting Agency to modify the computer -aided drafting (CAD) Contract Drawings to produce a complete set of Record Drawings for the Contracting Agency without further investigative effort by the Contracting Agency. The Record Drawing markups shall document all changes in the Work, both concealed and , visible. Items that must be shown on the markups include but are not limited to: • Actual dimensions, arrangement, and materials used when different than shown in ' the Plans. • Changes made by Change Order or Field Order. • Changes made by the Contractor. • Accurate locations of storm, sewer, sanitary sewer, water mains and other water appurtenances, structures, conduits, light standards, vaults, width of roadways, City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -24 Bid Document , March 2014 iJ C J d SPECIAL PROVISIONS sidewalks, landscaping areas, building footprints, channelization and pavement markings, etc. Include pipe invert elevations, top of castings (manholes, inlets, etc.). If the Contract calls for the Contracting Agency to do all surveying and staking, the Contracting Agency will provide the elevations at the tolerances the Contracting Agency requires for the Record Drawings. When the Contract calls for the Contractor to do the surveying /staking, the applicable tolerance limits include, but are not limited to the following: Vertical Horizontal As -built sanitary & storm invert and grate elevations As -built monumentation As -built waterlines, inverts, valves, hydrants As -built ponds /swales /water features As -built buildings (fin. Floor elev.) As -built gas lines, power, TV, Tel, Com As -built signs, signals, etc. Making Entries on the Record Drawings: • Use erasable colored pencil (not ink) conforming to the following color code: • Additions - Red • Deletions - Green ± 0.01 foot ± 0.001 foot ± 0.10 foot ± 0.10 foot ± 0.01 foot ± 0.10 foot N/A ± 0.01 foot ± 0.001 foot ± 0.10 foot ± 0.10 foot ± 0.10 foot ± 0.10 foot ± 0.10 foot for all markings on the Record Drawings, • Comments - Blue • Dimensions - Graphite • Provide the applicable reference for all entries, such as the change order number, the request for information (RFI) number, or the approved shop drawing number. • Date all entries. • Clearly identify all items in the entry with notes similar to those in the Contract Drawings (such as pipe symbols, centerline elevations, materials, pipe joins abbreviations, etc.). The Contractor shall certify on the Record Drawings that said drawings are an accurate depiction of built conditions, and in conformance with the requirements detailed above. The Contractor shall submit final Record Drawings to the Contracting Agency. Contracting Agency acceptance of the Record Drawings is one of the requirements for achieving Physical Completion. Payment will be made for the following bid item: "Record Drawings (Minimum Bid $500) ", lump sum. Payment for this item will be made on a prorated monthly basis for work completed in accordance with this section up to 75% of the lump sum bid. The final 25% of the lump sum item will be paid upon submittal and approval of the completed Record Drawings set prepared in conformance with these Special Provisions. ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -25 7I Bid Document March 2014 SPECIAL PROVISIONS A minimum bid amount has been entered in the Bid Proposal for this item. The Contractor must bid at least that amount. 1 -05.19 Contractor's Daily Diary (Special Provision) Section 1 -05.19 is a new section: ( * * * * *I The Contractor and subcontractors, as additional consideration for payment for this contract work, hereby agree to maintain and provide to the Owner and the Engineer a Daily Diary Record of this Work. This diary will be created by pen and ink entries in a hardbound diary book of the type that is commonly available by the commercial outlets. The diary must be kept and maintained by the Contractor's designated project superintendent. Entries must be made on a daily basis and must accurately represent all of the project activities on each day. At a minimum, the diary shall show on a daily basis: • The day and date. • The weather conditions, including changes throughout the day. • A complete description of work accomplished during the day with adequate references to the Plans and Specifications so that the reader can easily and accurately identify said work on the Plans. • An entry for each and every changed condition, dispute or potential dispute, incident, accident, or occurrence of any nature whatsoever which might affect the Contract, Owner, or any third party in any manner. • Listing of any materials received and stored on or off -site by the Contractor for future installation, to include the manner of storage and protection of the same. • Listing of materials installed during each day. • List of all subcontractors working on -site during each day. • Listing of the number of Contractor's employees working during each day by category of employment. • Listing of Contractor's equipment working on the site during each day. Idle equipment on the site shall be listed and designated as idle. • Notations to explain inspections, testing, stake -out, and all other services furnished to the Contractor by the Owner or other during each day. • Entries to verify the daily (including non -work days) inspection and maintenance of traffic control devices and condition of the traveled roadway surfaces. The Contractor shall not allow any conditions to develop that would be hazardous to the public. • Any other information that serves to give an accurate and complete record of the nature, quantity, and quality of the Contractor's progress on each day. • Summary of total number of working days to date, and total number of delay days to date. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -26 -1 I H 1 L� k Bid Document ' March 2014 G 1 'J L SPECIAL PROVISIONS All pages of the diary must be numbered consecutively with no omissions in page numbers. The Contractor shall utilize additional sheets separate from the diary book, if necessary, to provide a complete diary record. However, the Owner's senior representative must sign separate sheets on each day and a copy furnished at the time of signing to the Owner. The Contractor must provide a copy of the diary to the Owner and the Engineer each morning for the preceding workday. All copies must be legible. IT IS EXPRESSLY AGREED BETWEEN THE CONTRACTOR AND THE OWNER THAT THE DAILY DIARY MAINTAINED BY THE CONTRACTOR SHALL BE THE "CONTRACTOR'S BOOK OF ORIGINAL ENTRY" FOR THE DOCUMENTATION OF ANY POTENTIAL CLAIMS OR DISPUTES THAT MIGHT ARISE DURING THIS CONTRACT. THE DAILY DIARY CAN ONLY BE USED FOR CLAIMS FOR EVALUATING WORK OPERATIONS, AND NOT FOR EVALUATING CLAIM FOR THE ENTIRE PROJECT COSTS, WHICH INCLUDES INDIRECT AND OVERHEAD COSTS. FAILURE OF THE CONTRACTOR TO MAINTAIN THIS DIARY IN THE MANNER DESCRIBED ABOVE WILL CONSTITUTE A WAIVER OF ANY SUCH CLAIMS OR DISPUTES BY THE CONTRACTOR. THE DAILY DIARY MAINTAINED BY THE CONTRACTOR DOES NOT CONSTITUTE THE OFFICIAL RECORD OF THE PROJECT. THE OFFICIAL RECORD OF THE PROJECT IS PREPARED AND MAINTAINED EXCLUSIVELY BY THE ENGINEER. All costs associated with Contractor's Daily Diary shall be included in the related item of work and no additional payment will be made. 1 -06 CONTROL OF MATERIAL Buy America Section 1 -06 is supplemented with the following: (August 6, 2012, WSDOT GSP) In accordance with Buy America requirements contained in 23 CFR 635.410, the major quantities of steel and iron construction material that is permanently incorporated into the project shall consist of American -made materials only. Buy America does not apply to temporary steel items, e.g., temporary sheet piling, temporary bridges, steel scaffolding and falsework. Minor amounts of foreign steel and iron may be utilized in this project provided the cost of the foreign material used does not exceed one -tenth of one percent of the total contract cost or $2,500.00, whichever is greater. ' American -made material is defined as material having all manufacturing processes occurring domestically. To further define the coverage, a domestic product is a manufactured steel material that was produced in one of the 50 States, the District of Columbia, Puerto Rico, or in the territories and possessions of the United States. City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -27 SPECIAL PROVISIONS If domestically produced steel billets or iron ingots are exported outside of the area of coverage, as defined above, for any manufacturing process then the resulting product does not conform to the Buy America requirements. Additionally, products manufactured domestically from foreign source steel billets or iron ingots do not conform' to the Buy America requirements because the initial melting and mixing of alloys to create the material occurred in a foreign country. Manufacturing begins with the initial melting and mixing, and continues through the coating stage. Any process which modifies the chemical content, the physical size or shape, or the final finish is considered a manufacturing process. The processes include rolling, extruding, machining, bending, grinding, drilling, welding, and coating. The action of applying a coating to steel or iron is deemed a manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron. Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced iron ore. The following are considered to be steel manufacturing processes: 1. Production of steel by any of the following processes: a. Open hearth furnace. b. Basic oxygen c. Electric furnace. d. Direct reduction. 2. Rolling, heat treating, and any other similar processing. 3. Fabrication of the products. a. Spinning wire into cable or strand. b. Corrugating and rolling into culverts. c. Shop fabrication. A certification of materials origin will be required for any items comprised of, or containing, steel or iron construction materials prior to such items being incorporated into the permanent work. The certification shall be on DOT Form 350 -109EF provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350- 109EF. 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -28 F, 1 L �i 1 Bid Document ' March 2014 ' 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 property 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. ' Section 1 -07.1 is supplemented with the following: (April 3, 2006 WSDOT GSP) ' Confined Space Confined spaces are known to exist at the following locations: * ** Existing storm drainage, sanitary sewer, and other utility systems, vaults, and structures, SPECIAL PROVISIONS ' 809 -100. * ** 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 property 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. ' Section 1 -07.1 is supplemented with the following: (April 3, 2006 WSDOT GSP) ' Confined Space Confined spaces are known to exist at the following locations: ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -29 * ** Existing storm drainage, sanitary sewer, and other utility systems, vaults, and structures, along with all new similar new construction items that meet the requirements of WAC 296- ' 809 -100. * ** The Contractor shall be fully responsible for the safety and health of all on -site workers and compliant with Washington Administrative Code (WAC 296 -809). ' The Contractor shall prepare and implement a confined space program for each of the confined spaces identified above. The Contractors Confined Space program shall be sent to ' the contracting agency at least 30 days prior to the Contractor beginning work in or adjacent to the confined space. No work shall be performed in or adjacent to the confined space until the plan is submitted to the Engineer as required. The Contractor shall communicate with the Project Engineer to ensure a coordinated effort for providing and maintaining a safe ' worksite for both the Contracting Agency's and Contractor's workers when working in or near a confined space. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -29 SPECIAL PROVISIONS All costs to prepare and implement the confined space program shall be included in the bid prices for the various items associated with the confined space work. 1 -07.2 State Taxes Supplemt this Section with the following: (Special Provision) The Contracting Agency will release the Contract Bond only if the Contractor has obtained from the State Department of Revenue a certificate showing that all Contract - related taxes have been paid. Delete this section, including its sub - sections, in its entirety and replace it with the following: 1 -07.2 State Sales Tax (June 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(1) State Sales Tax — Rule 171 WAC 458 -20 -171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail 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, City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -30 u P 0 u Li lI l� JI Bid Document ' March 2014 ' and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property 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 1 -07.5 Environmental Regulations Section 1 -07.5 is supplemented with the following: (August 3, 2009 WSDOT GSP) The intentional bypass of stormwater from all or any portion of a stormwater treatment system is prohibited without the approval of the Engineer. 1 -07.7 Load Limits ' Section 1 -07.7 is supplemented with the following: (March 13, 1995 WSDOT GSP) If the sources of materials provided by the Contractor necessitate hauling over roads other than State Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the haul routes. 1 -07.9 Wages ' 1- 07.9(1) General (January 3, 2014 WSDOT GSP) ' Section 1- 07.9(1) is supplemented with the following: ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -31 SPECIAL PROVISIONS ' 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 property 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 1 -07.5 Environmental Regulations Section 1 -07.5 is supplemented with the following: (August 3, 2009 WSDOT GSP) The intentional bypass of stormwater from all or any portion of a stormwater treatment system is prohibited without the approval of the Engineer. 1 -07.7 Load Limits ' Section 1 -07.7 is supplemented with the following: (March 13, 1995 WSDOT GSP) If the sources of materials provided by the Contractor necessitate hauling over roads other than State Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the haul routes. 1 -07.9 Wages ' 1- 07.9(1) General (January 3, 2014 WSDOT GSP) ' Section 1- 07.9(1) is supplemented with the following: ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -31 SPECIAL PROVISIONS The Federal wage rates incorporated in this contract have been established by the Secretary of Labor under United States Department of Labor General Decision No. WA140001. The State rates incorporated in this contract are applicable to all construction activities associated with this contract. (April 2, 2007 WSDOT GSP) Application of Wage Rates For The Occupation Of Landscape Construction State prevailing wage rates for public works contracts are included in this contract and show a separate listing for the occupation: Landscape Construction, which includes several different occupation descriptions such as: Irrigation and Landscape Plumbers, Irrigation and Landscape Power Equipment Operators, and Landscaping or Planting Laborers. In addition, federal wage rates that are included in this contract may also include occupation descriptions in Federal Occupational groups for work also specifically identified with landscaping such as: Laborers with the occupation description, Landscaping or Planting, or Power Equipment Operators with the occupation description, Mulch Seeding Operator. If Federal wage rates include one or more rates specified as applicable to landscaping work, then Federal wage rates for all occupation descriptions, specific or general, must be considered and compared with corresponding State wage rates. The higher wage rate, either State or Federal, becomes the minimum wage rate for the work performed in that occupation. Contractors are responsible for determining the appropriate crafts necessary to perform the contract work. If a classification considered necessary for performance of the work is missing from the Federal Wage Determination applicable to the contract, the Contractor shall initiate a request for approval of a proposed wage and benefit rate. The Contractor shall prepare and submit Standard Form 1444, Request for Authorization of Additional Classification and Wage Rate available at http: / /www.wdol.gov /docs /sfl444.pdf, and submit the completed form to the Project Engineer's office. The presence of a classification wage on the Washington State Prevailing Wage Rates For Public Works Contracts does not exempt the use of form 1444 for the purpose of determining a federal classification wage rate. 1 -07.11 Requirements for Nondiscrimination Section 1 -07.11 is supplemented with the following: (August 5, 2013 WSDOT GSP) City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -32 Bid Document ' March 2014 ' PE IAL PROVISIONS S C ' Reauirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) 1. The Contractor's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Opportunity Construction Contract Specifications set forth ' herein. 2. The goals and timetables for minority and female participation set by the Office of Federal Contract Compliance Programs, expressed in percentage terms for the ' Contractor's aggregate work force in each construction craft and in each trade on all construction work in the covered area, are as follows: ' Women - Statewide Timetable ' Goal Until further notice 6.9% Minorities - by Standard Metropolitan Statistical Area (SMSA) Spokane, WA: SMSA Counties: ' Spokane, WA 2.8 WA Spokane. Non -SMSA Counties 3.0 ' WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; WA Lincoln, WA Pend Oreille; WA Stevens; WA Whitman. Richland, WA SMSA Counties: Richland Kennewick, WA 5.4 ' WA Benton; WA Franklin. Non -SMSA Counties 3.6 WA Walla Walla. Yakima, WA: SMSA Counties: Yakima, WA 9.7 ' WA Yakima. Non -SMSA Counties 7.2 ' WA Chelan; WA Douglas; WA Grant; WA Kittitas; WA Okanogan. Seattle, WA: ' SMSA Counties: Seattle Everett, WA 7.2 WA King; WA Snohomish. Tacoma, WA 6.2 ' WA Pierce. Non -SMSA Counties 6.1 ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -33 SPECIAL PROVISIONS WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap; WA Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA Thurston; WA Whatcom. Portland, OR: SMSA Counties: Portland, OR -WA WA Clark. Non -SMSA Counties WA Cowlitz; WA Klickitat; WA Skamania; WA Wahkiakum. 4.5 3.8 These goals are applicable to each nonexempt Contractor's total on -site construction workforce, regardless of whether or not part of that workforce is performing work on a Federal, or federally assisted project, contract, or subcontract until further notice. Compliance with these goals and time tables is enforced by the Office of Federal Contract compliance Programs. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60 -4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60- 4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, in each construction craft and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goal shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60 -4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Office of Federal Contract Compliance Programs (OFCCP) within 10 working days of award of any construction subcontract in excess of $10,000 or more that are Federally funded, at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the Subcontractor; employer identification number of the Subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. The notification shall be sent to: U.S. Department of Labor Office of Federal Contract Compliance Programs Pacific Region Attn: Regional Director San Francisco Federal Building 90 — 7th Street, Suite 18 -300 San Francisco, CA 94103(415) 625 -7800 Phone (415) 625 -7799 Fax Additional information may be found at the U.S. Department of Labor website: http://www.dol.gov/ofccpfTAguides/ctaguide.htm City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -34 fl u 0 0 I, Bid Document ' March 2014 fl L 1 J 1 SPECIAL PROVISIONS 4. As used in this Notice, and in the contract resulting from this solicitation, the Covered Area is as designated herein. Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 1. As used in these specifications: a. Covered Area means the geographical area described in the solicitation from which this contract resulted; b. Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; Employer Identification Number means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U. S. Treasury Department Form 941; d. Minority includes: (1) Black, a person having origins in any of the Black Racial Groups of Africa. 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the ' (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of Mexican, ' Puerto Rican, Cuban, Central American, South American, or other Spanish origin. ' (3) Asian or Pacific Islander, a person having origins in any of the original peoples of the Pacific rim or the Pacific Islands, the Hawaiian Islands and ' Samoa. ' (4) American Indian or Alaskan Native, a person having origins in any of the original peoples of North America, and who maintain cultural identification ' through tribal affiliation or community recognition. 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the ' work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the ' solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60 -4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or ' through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate ' their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -35 SPECIAL PROVISIONS an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7p of this Special Provision. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its action. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on -site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off - the - street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring City of Federal Way FWH and Sacajawea MS Pad Connection Safe Routes to School SP -36 I C 11 r. I 1 u 0 C Bid Document ' March 2014 L SPECIAL PROVISIONS hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the ' reason therefor, along with whatever additional actions the Contractor may have taken. ' d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the 1 Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -37 e. Develop on- the -job training opportunity and /or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the U.S. Department of ' Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. g. Review, at least annually, the company's EEO policy and affirmative action ' obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with on -site supervisory personnel such as 1 Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing ' business. i. Direct its recruitment efforts, both oral and written to minority, female and community organizations, to schools with minority and female students and to minority and ' female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment ' source, the Contractor shall send written notification to organizations such as the ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -37 SPECIAL PROVISIONS above, describing the openings, screening procedures, and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60 -3. 1. Conduct, at least annually, an inventory and evaluation of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and company activities are nonsegregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts of a contractor association, joint contractor - union, contractor - community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of the obligations under 7a through 7p of this Special Provision provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensure that the concrete benefits of the program are reflected in the Contractor's minority and female work- force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrate the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, City of Federal Way FWH and Sacajawea MS Pad Connection Safe Routes to School SP -38 F1 0 I I r I� r Bid Document ' March 2014 �I F �n SPECIAL PROVISIONS and all women, both minority and non - minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspensions, terminations and cancellations of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of this Special Provision, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60 -4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records. Records shall at least include, for each employee, their name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, the Contractors will not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). 16. Additional assistance for Federal Construction Contractors on contracts administered by Washington State Department of Transportation or by Local Agencies may be found at: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -39 Bid Document March 2014 SPECIAL PROVISIONS Washington State Dept. of Transportation Office of Equal Opportunity PO Box 47314 310 Maple Park Ave. SE Olympia WA 98504 -7314 Ph: 360- 705 -7090 Fax: 360- 705 -6801 htti)://www.wsdot.wa.gov/eaualol2l2ortunity/default.htm (April 1, 2013 WSDOT GSP) Disadvantaged Business Enterprise Condition of Award Participation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 apply to this Contract. Demonstrating compliance with these specifications is a Condition of Award (COA) of this Contract. Failure to comply with the requirements of this specification may result in your bid being found to be nonresponsive and may be rejected. DBE COA Goal The Contracting Agency has established a COA Contract goal in the amount of: * ** $$ 15% DBE Eligibility /Selection of DBEs A Directory of Certified DBE Firms denoting the Description of Work the DBE Contractors are certified to perform is available at: www.omwbe.wa.aov /certification /index.shtml. The directory provides plain language on the Description of Work that the listed DBE's have been certified by the Office of Minority and Women's Business Enterprises (OMWBE) to perform. The Bidder shall use the Directory of Certified DBE Firms to confirm if a DBE is certified for the "Description of Work" the Bidder lists on the DBE Utilization Certification form # 272 -056 EF (see form instructions) and therefore qualifies for credit towards the COA goal. Crediting DBE Participation Joint Venture When a DBE performs as a participant in a joint venture, only that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE performs with its own forces shall be credited. DBE Prime Contractor A DBE Prime Contractor may only take credit for that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE Prime performs with its own forces. DBE Subcontractor When a DBE firm participates as a Subcontractor only that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE performs with its own forces shall be credited. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -40 Bid Document March 2014 7 I fl it 1 ' PEIAL PROVISIONS S C • Include the cost of supplies and materials obtained by the DBE for the Work in the Contract including supplies purchased or equipment ' leased by the DBE. o However, you may not take credit for supplies, materials, and equipment the DBE Subcontractor purchases or leases from the Prime Contractor or its affiliate. In addition, Work performed by a DBE, utilizing resources of the Prime Contractor or its affiliates shall not be credited. • In very rare situations, a DBE firm may utilize equipment and /or personnel from a non -DBE firm other than the Prime Contractor or its ' affiliates. Should this situation arise the arrangement must be short - term and have prior written approval from the Office of Equal ' Opportunity (OEO). Count the entire value of fees or commissions charged by a DBE firm for providing a bona fide service, such as professional, technical, consultant, managerial services, or for providing bonds or insurance. • When a DBE subcontracts to another firm, the value of the ' subcontracted Work may be counted as participation only if the DBE's lower tier Subcontractor is also a DBE. Work that a DBE subcontracts to a non -DBE firm shall not be credited. r• further to lower -tier When non -DBE Subcontractor subcontracts a Subcontractor or supplier who is a certified DBE, then that portion of the Work further subcontracted may be credited as DBE participation, ' provided it is a distinct clearly defined portion of the Work that the DBE is certified to perform and the DBE Subcontractor performs the Work with its own forces. • If a firm is not certified as a DBE at the time of the execution of the ' contract, their participation cannot be counted toward any DBE goals. Trucking Use the following factors in determining DBE credit and whether a DBE trucking company is performing a commercially useful function: 1. The DBE must be responsible for the management and supervision of the ' entire trucking operation for which credit is being claimed. 2. The DBE must itself own and, with its own workforce, operate at least one ' fully licensed, insured, and operational truck used on the Contract. 3. The DBE receives credit only for the value of the transportation services it provides on the Contract using trucks it owns or leases, licenses, insures, ' and operates with drivers it employs. For purposes of this requirement a City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -41 SPECIAL PROVISIONS lease must indicate that the DBE has exclusive use of and control over the truck. This does not preclude the leased truck from working for others provided it is with the consent of the DBE and the lease provides the DBE first priority for use of the leased truck. Leased trucks must display the name and identification number of the DBE. 4. The DBE may lease trucks from another DBE firm including an owner - operator provided they are certified as a DBE for trucking. The DBE who leases trucks from another DBE may claim participation for the total value of the transportation services the lessee DBE provides on the Contract. 5. The DBE may also lease trucks from a non -DBE firm and may enter into an agreement with an owner - operator who is a non -DBE. The DBE shall only receive credit for the number of additional non -DBE trucks equal or less than the number of DBE trucks the firms owns or has leased /subcontracted through another DBE trucking company. The DBE must control the work of the non -DBE trucks. If the non -DBE is performing the work without supervision of that work by the DBE, the DBE is not performing a Commercially Useful Function (CUF). 6. In any lease or owner - operator situation, as described in requirement #4 and #5 above, the following rules shall apply: a. A written lease /rental agreement is required for all trucks leased or rented; documenting the ownership and the terms of the agreement. The agreements must be submitted and approved by the Contracting Agency prior to the beginning of the Work. The agreement must show the leaser's name, truck description and agreed upon amount and method of payment (hour, ton, or per load). All lease agreements shall be for a long -term relationship, rather than for the individual project. (This requirement does not apply to owner- operator arrangements.) b. Only the vehicle, (not the operator) may be leased or rented. (This requirement does not apply to owner - operator arrangements). 7. Credit may only be claimed for DBE trucking firms operating under a subcontract or a written agreement approved by the Contracting Agency prior to performing Work. Expenditures paid to other DBEs Expenditures paid to other DBEs for materials or supplies may be counted toward DBE goals as provided in the following: Manufacturer You may claim DBE credit for 100 percent of value of the materials or supplies obtained from a DBE manufacturer. City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -42 LJ 17 n 0 u 7 L SPECIAL PROVISIONS A manufacturer is a firm that operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the contract. A manufacturer shall include firms that produce finished goods or products from raw or unfinished material or that purchases and substantially alters goods and materials to make them suitable for construction use before reselling them. ' Once the OEO has received the request, an onsite review will be set up with the firm and a review conducted to determine the firm's qualifications. If it is determined that the firm qualifies as a regular dealer the OEO will list the firm ' on an Approved Regular Dealers List. The list may be accessed through the OEO Home website is at: [I www.wsdot.wa.gov/equalopportunity. Note: Requests to be listed as a regular dealer will only be processed if the requesting firm is certified by the Office of Minority and Women's Business Enterprises in a NAICS code that fall within the 42XXXX NAICS Wholesale code section. Materials or Supplies Purchased from a DBE City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -43 In order to receive credit as a DBE Manufacturer, the firm must be certified by OMWBE as a manufacturer in a NAICS code that falls within the 31XXXX to 33XXXX classification. Regular Dealer You may claim credit for 60 percent of the value of the materials or supplies ' purchased from a DBE regular dealer. Rules applicable to regular dealer status are contained in 49 CFR Part 26.55.e.2. To be considered a regular dealer you must meet the following criteria: ' • WSDOT considers and recognizes a regular dealer, as a firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials or supplies required for the performance of the Contract and described by the specifications of the Contract are bought, kept in stock and regularly sold or leased to the ' public in the usual course of business. • Sixty percent (60 %) of the cost of materials or supplies purchased from an approved regular dealer may be credited as DBE participation. Regular dealer status is granted on a contract -by- contract basis. A firm wishing to be approved as a regular dealer for WSDOT contracted projects or ' Highways & Local Program administered projects must submit a request in writing to OEO for approval, no later than seven days prior to bid opening. ' Once the OEO has received the request, an onsite review will be set up with the firm and a review conducted to determine the firm's qualifications. If it is determined that the firm qualifies as a regular dealer the OEO will list the firm ' on an Approved Regular Dealers List. The list may be accessed through the OEO Home website is at: [I www.wsdot.wa.gov/equalopportunity. Note: Requests to be listed as a regular dealer will only be processed if the requesting firm is certified by the Office of Minority and Women's Business Enterprises in a NAICS code that fall within the 42XXXX NAICS Wholesale code section. Materials or Supplies Purchased from a DBE City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -43 SPECIAL PROVISIONS With regard to materials or supplies purchased from a DBE who is neither a manufacturer nor a regular dealer you may claim credit for the following: 1. Fees or commissions charged for assistance in the procurement of the materials and supplies. 2. Fees or transportation charges for the delivery of materials or supplies. In either case you may not take credit for any part of the cost of the materials and supplies. Commercially Useful Function (CUF) The Prime Contractor has a responsibility and must treat the working relationship with the DBE such that the DBE is performing a commercially useful function. The Prime Contractor may only take credit for Work performed by a DBE that is determined to be performing a commercially useful function. A DBE performs a commercially useful function when it is responsible for execution of a distinct element of Work and is carrying out its responsibilities by performing, managing and supervising the Work involved. The DBE must also be responsible with respect to materials and supplies used on the Contract. For example; negotiating price, determining quality, determining quantities, ordering, installing (if applicable) and paying for the material itself. • A DBE does not perform a commercially useful function if its role is limited to that of an extra participant in a transaction, Contract, or project through which funds are passed. Joint Checking Allowance Prime Contractors and DBEs must receive pre - approval by the OEO before using a joint check. Joint check requests shall be submitted by the Prime Contractor to the Contracting Agency for approval. When requesting approval for use of a joint checking allowance, the Contractor must distribute a written joint check agreement among the parties (including the suppliers involved) providing full and prompt disclosure of the expected use of the joint checks. The agreement shall contain all the information concerning the parties' obligations and consequences or remedies if the agreement is not fulfilled or a breach occurs. The joint check request shall be submitted to the Contracting Agency for approval prior to signing the contract agreement. The following are some general conditions that must be met by all parties regarding joint check use: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -44 Bid Document March 2014 �7 L u u I J h� f� f] SPECIAL PROVISIONS a. It is understood that the Prime Contractor acts solely as the guarantor of a joint check. b. The DBE's own funds are used to pay supplier of materials. The Prime Contractor does not make direct payment to supplier. In order to be performing a Commercially Useful Function (CUF), the DBE must release the check to the supplier (paying for the materials it -self and not be an extra participant in a transaction). C. If the Prime Contractor makes joint checks available to one DBE Subcontractor, the service must be made available to all Subcontractors (DBE, and non -DBE). d. The relationship between the DBE and its suppliers should be established independently of and without interference by the Prime Contractor. The DBE has final decision - making responsibility concerning the procurement of materials and supplies, including which supplier to use. e. The Prime Contractor and DBE shall be able to provide receipts, invoices, cancelled checks and /or certification statements of payment if requested by the Contracting Agency. f. The DBE remains responsible for all other elements of 49 CFR 26.55(c)(1). Failure by the Prime Contractor to request and receive prior approval of a joint check arrangement will result in the joint check amount not counting towards the Prime Contractor's DBE goal. Disadvantaged Business Enterprise Utilization Certification FORM # 272 -056 EF To be eligible for award of the Contract, the Bidder shall properly complete and submit a Disadvantaged Business Enterprise Utilization Certification with the Bidder's sealed Bid Proposal, as specified Section 1 -02.9 Delivery of Proposal. The Bidder's Disadvantaged Business Enterprise Utilization Certification must clearly demonstrate how the Bidder intends to meet the DBE COA goal. A Disadvantaged Business Enterprise Utilization Certification (form # 272 -056 EF) is included in your Proposal package for this purpose as well as instructions on how to properly fill out the form. In the event of arithmetic errors in completing the Disadvantaged Business Enterprise Utilization Certification the amount listed to be applied towards the goal for each DBE shall govern and the DBE total amount shall be adjusted accordingly. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -45 Bid Document March 2014 SPECIAL PROVISIONS I Note: The Contracting Agency shall consider as non - responsive and shall ' reject any Bid Proposal submitted that does not contain a Disadvantaged Business Enterprise Utilization Certification that accurately demonstrates how , the Bidder intends to meet the COA goal. Disadvantaged Business Enterprise (DBE) Written Confirmation Document(s) FORM # 422 -031 EF , The Bidder shall submit a complete and accurate Disadvantaged Business Enterprise (DBE) Written Confirmation Document for each DBE firm listed in the Bidder's completed Disadvantaged Business Enterprise Utilization ' Certification as submitted with the bid. Failure to do so will result in the associated participation being disallowed, which may result in bid rejection. ' A Disadvantaged Business Enterprise (DBE) Written Confirmation Document (form No. 422 -031 EF) is included in your Proposal package for this purpose. ' The form(s) shall be received as specified in the special provisions for Section 1 -02.9 Delivery of Proposal. It is prohibited for the Bidder to require a DBE to submit a Written Confirmation Document with any part of the form left blank. Should the Contracting Agency determine that a Written Confirmation Document was signed by a DBE that was not complete; the validity of the document comes into question and the associated DBE Participation may not receive credit. Selection of Successful Bidder /Good Faith Efforts (GFE) The successful Bidder shall be selected on the basis of having submitted the lowest responsive Bid, which demonstrates a good faith effort to achieve the DBE COA goal. Achieving the goal may be accomplished in one of two ways, as follows: 1. By meetina the coal ' The best indication of good faith efforts is to document, through submission of the Disadvantaged Business Enterprise Utilization Certification and supporting Disadvantaged , Business Enterprise (DBE) Written Confirmation Document(s) that the Bidder has obtained enough DBE participation to meet or exceed the assigned DBE COA contract goal. That being , the case no additional GFE documentation is required. Or; 2. By documentation that it made adequate GFE to meet the coal The Bidder may demonstrate a GFE in whole or part through , GFE documentation ONLY IN THE EVENT a Bidder's efforts to solicit sufficient DBE participation have been unsuccessful. In this case, the Bidder must supply GFE documentation in addition to the Disadvantaged Business Enterprise Utilization Certification, and supporting Disadvantaged Business Enterprise (DBE) Written Confirmation document(s). , City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -46 Bid Document ' March 2014 ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -47 SPECIAL PROVISIONS Note: In the case where the Bidder was awarded the contract based on demonstrating adequate GFE the advertised DBE goal will not be reduced to ' the Bidder's partial commitment. The Bidder shall demonstrate a GFE during the life of the Contract to attain the DBE Condition of Award (COA) Goal as assigned to the project. Good Faith Efforts (GFE) Documentation GFE documentation shall be received, as specified in the special provisions for Section 1 -02.9 Delivery of Proposal. Based upon all the relevant documentation submitted in Bid or as supplement ' to Bid, the Contracting Agency shall determine whether the Bidder has demonstrated a sufficient GFE to achieve DBE participation. The Contracting Agency will make a fair and reasonable judgment of whether a Bidder that did not meet the goal through participation, made adequate good faith efforts as ' demonstrated by the GFE documentation. The following is a list of types of actions, which would be considered as part L of the Bidder's GFE to achieve DBE participation. It is not intended to be a mandatory checklist, nor is it intended to be exclusive or exhaustive. Other factors or types of efforts may be relevant in appropriate cases: ' 1. Attendance by the Bidder at any pre - solicitation or pre -Bid meetings that were scheduled by the Contracting Agency to inform DBEs of contracting and subcontracting or material supply opportunities ' available on the project; rconcerning 2. Contacting local Tribes, Tribal Employment Rights Offices (TERO) the subcontracting or supply opportunities in sufficient time to allow the enterprises to participate effectively; ' 3. Selection by the Bidder of specific economically feasible units of the project to be performed by DBEs in order to increase the likelihood of participation by DBEs even if the Bidder preferred to perform these ' Work items as the Prime Contractor; 4. Advertising by the Bidder in general circulation, trade association minority and trade oriented, women focus publications, concerning the subcontracting or supply opportunities; 5. Providing written notice from the Bidder to a reasonable number of specific DBEs, identified from the OMWBE Directory of Certified DBE Firms for the selected subcontracting or material supply Work, in sufficient time to allow the enterprises to participate effectively; 6. Follow -up by the Bidder of initial solicitations of interest by contacting the DBEs to determine with certainty whether they were interested. ' Documentation of this kind of action shall include the information outlined below: ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -47 SPECIAL PROVISIONS a. The names, addresses, telephone numbers of DBEs who were contacted, the dates of initial contact, and whether initial solicitations of interest were followed -up by contacting the DBEs to determine with certainty whether the DBEs were interested; b. A description of the information provided to the DBEs regarding the plans, specifications, and estimated quantities for portions of the Work to be performed; c. Documentation of each DBE contacted but rejected and the reason(s) for that rejection; 7. Providing, to interested DBEs, adequate information about the plans, specifications, and requirements for the selected subcontracting or material supply Work; 8. Negotiating in good faith with the DBE firms, and not, without justifiable reason, rejecting as unsatisfactory, Bids that are prepared by any DBE. The DBE's standing within its industry, membership in specific groups, organizations, or associations and political or social affiliations - union vs. non -union employee status - are not legitimate causes for the rejection or non - solicitation of bids in the Prime Contractor's efforts to meet the project goal; 9. Advertising and making efforts to obtain DBE participation that were reasonably expected to produce a level of participation sufficient to meet the goal or requirements of the Contracting Agency; 10. Making any other efforts to obtain DBE participation that were reasonably expected to produce a level of participation sufficient to meet the goal or requirements of the Contracting Agency; 11. Using the services of minority community organizations, minority contractor groups, local, State, and federal minority business assistance offices and other organizations identified by WSDOT and advocates for disadvantaged, minority, and women businesses that provide assistance in the recruitment and placement of disadvantaged, minority, and women business enterprises; and 12. Using the WSDOT OEO DBE Supportive Services to assist you. For more information please contact the OEO by calling toll free at (888) 259 -9143 or emailing dbess @wsdot.wa.gov. Administrative Reconsideration of GFE Documentation Any Bidder has the right to reconsideration but only for the purpose of reassessing their GFE documentation that was determined to be inadequate City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -48 0 i� N !I Bid Document ' March 2014 0 ' S PECIAL PROVISIONS ' • The Bidder must request and schedule a reconsideration hearing within seven calendar days of notification of being nonresponsive or ' forfeit the right to reconsideration. • The reconsideration decision on the adequacy of the Bidder's GFE ' documentation shall be made by an official who did not take part in n it J the original determination. • The Bidder shall have the opportunity to meet in person with the official for the purpose of setting forth the Bidder's position as to why the GFE documentation demonstrates a sufficient effort. • The reconsideration official shall provide the Bidder with a written decision on reconsideration within five business days of the hearing explaining the basis for their finding. Procedures between Award and Execution After Award and prior to Execution the Bidder shall provide the additional information described below. Failure to comply shall result in the forfeiture of the Bidder's Proposal bond or deposit. Additional information for all successful DBE's as shown on the Disadvantaged Business Enterprise Utilization Certification: a. Correct business name, federal employee identification number (if available), and mailing address. b. List of all Bid items assigned to each successful DBE firm, including unit prices and extensions. C. Description of partial items (if any) to be sublet to each successful DBE firm specifying the distinct elements of Work under each item to be performed by the DBE and including the dollar value of the DBE portion. Total amounts shown for each DBE shall not be less than the amount shown on the Disadvantaged Business Enterprise Utilization Certification. A breakdown that does not conform to the Disadvantaged Business Enterprise Utilization Certification or that demonstrates a lesser amount of DBE participation than that included in the Disadvantaged Business Enterprise Utilization Certification will be returned for correction. 2. A list of all firms who submitted a Bid or quote in an attempt to participate in this project whether they were successful or not. Include the business name and a mailing address. ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -49 Bid Document March 2014 SPECIAL PROVISIONS Note: The firms identified by the Prime Contractor may be contacted by the Contracting Agency to solicit general information as follows: age of the firm and average of its gross annual receipts over the past three - years. Procedures after Execution Crediting DBE Participation toward Meeting the Goal Reporting All DBE work whether COA or race neutral participation is reported. The Prime Contractor shall submit a Quarterly Report of Amounts Credited as DBE Participation form (422 -102 EF) on a quarterly basis for any calendar quarter in which DBE has accomplished Work or upon completion of the project, as appropriate. The dollars are to be reported as specified herein. In the event that the payments to a DBE have been made by an entity other than the Prime Contractor, as in the case of a lower -tier Subcontractor or supplier, then the Prime Contractor shall obtain the quarterly report, including the signed affidavit, from the paying entity and submit the report to the Contracting Agency. Changes in DBE COA participation Owner initiated Change Orders The Prime Contractor shall demonstrate a GFE to substitute COA DBE participation when the Contracting Agency deletes Work items by change order that impact a COA DBE's Work. When the Contract allows alternate Work methods which serve to delete or create under -runs in COA DBE Work then the Prime Contractor must provide documentation of negotiating the change with the DBE that was to perform the reduced Work and demonstrate a GFE to substitute other DBE COA participation. Original Quantity Under runs In the event that Work committed to a DBE firm as part of the COA under runs the original planned quantities the Prime Contractor shall demonstrate a GFE to substitute other DBE COA participation. Contractor - Initiated Proposals— General The Contractor cannot reduce the amount of work committed to a DBE firm at contract award without good cause and only with written concurrence from the OEO. Reducing a COA DBE's Work is viewed as a partial DBE termination, subject to the procedures below. DBE Termination A COA DBE Subcontractor may only be terminated in whole or part with the approval of the Contracting Agency (in coordination with OEO). Approval will be granted provided the Prime Contractor demonstrates that the termination is based on good cause. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -50 0 1 n i J 11 i� Bid Document ' March 2014 F� SPECIAL PROVISIONS Good cause typically Includes situations where the DBE Subcontractor is unable or has failed to perform the work of its subcontract in accordance with ' normal industry standards. While not all inclusive, some examples of good cause include the following circumstances: 1 i �I! J i 11 0 • The listed DBE Subcontractor becomes bankrupt, insolvent, or exhibits credit unworthiness. • The listed DBE Subcontractor is ineligible to work on public works projects because of suspension and debarment proceedings pursuant 2 CFR Parts 180, 215 and 1,200 or applicable state law. • The listed DBE Subcontractor voluntarily withdraws from the project and provides to you written notice of its withdrawal. • The listed DBE is ineligible to receive DBE credit for the type of work required. • A DBE owner dies or becomes disabled with the result that the listed DBE is unable to complete its work on the contract. Good cause does not exist if: • The Prime Contractor seeks to terminate a COA DBE so that the Prime can self- perform the Work. • The Prime Contractor seeks to terminate a COA DBE so the Prime Contractor can substitute another DBE or non -DBE after contract award. • The failure or refusal of the DBE Subcontractor to perform its work on the subcontract results from the bad faith or discriminatory action of the Prime Contractor (e.g., the failure of the Prime Contractor to make timely payments or the unnecessary placing of obstacles in the path of the DBE's Work). City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -51 Good cause may exist if: • The listed DBE Subcontractor fails or refuses to execute a ' written contract. • The listed DBE Subcontractor fails or refuses to perform the work of its subcontract in a way consistent with normal ' industry standards. ' • The listed DBE Subcontractor fails or refuses to meet the Prime Contractor's reasonable, nondiscriminatory bond requirements. 1 i �I! J i 11 0 • The listed DBE Subcontractor becomes bankrupt, insolvent, or exhibits credit unworthiness. • The listed DBE Subcontractor is ineligible to work on public works projects because of suspension and debarment proceedings pursuant 2 CFR Parts 180, 215 and 1,200 or applicable state law. • The listed DBE Subcontractor voluntarily withdraws from the project and provides to you written notice of its withdrawal. • The listed DBE is ineligible to receive DBE credit for the type of work required. • A DBE owner dies or becomes disabled with the result that the listed DBE is unable to complete its work on the contract. Good cause does not exist if: • The Prime Contractor seeks to terminate a COA DBE so that the Prime can self- perform the Work. • The Prime Contractor seeks to terminate a COA DBE so the Prime Contractor can substitute another DBE or non -DBE after contract award. • The failure or refusal of the DBE Subcontractor to perform its work on the subcontract results from the bad faith or discriminatory action of the Prime Contractor (e.g., the failure of the Prime Contractor to make timely payments or the unnecessary placing of obstacles in the path of the DBE's Work). City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -51 SPECIAL PROVISIONS Prior to requesting termination, the Prime Contractor must give notice in writing to the DBE Subcontractor with a copy to the Contracting Agency of its intent to request to terminate DBE work and the reasons for doing so. The DBE Subcontractor shall have five (5) days to respond to the prime Contractor's notice. The DBE's response shall either support the termination or advise the Contracting Agency and the Prime Contractor of the reasons it objects to the termination of its subcontract. When a COA DBE firm is "terminated" from a Contract (or fails to complete its Subcontract for any reason), the Prime Contractor shall make every good faith effort to substitute another DBE Firm (ref.to 49 CFR 26.53(g)). Graduation When a DBE firm "graduates" from the DBE program (during the course of an executed subcontract), the DBE participation of that firm "may" continue to count towards the contract DBE goal. Decertification When a COA DBE firm who has a signed subcontract in place with a Prime, later becomes "decertified" (during the course of that subcontract) —the DBE participation of that firm "may" continue to count towards the Contract DBE goal. Counting payments Payments to a DBE firm will count toward DBE goals only if the participation is in accordance with these specifications. Prompt Payment Prompt payment to all Subcontractors shall be in accordance with Section 1- 08.1(1) of these Contract special provisions. Payment Compensation for all costs involved with complying with the conditions of this specification and any other associated DBE requirements is included in payment for the associated Contract items of Work. Damages for Noncompliance The Prime Contractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this Contract. The Prime Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of Contracts, which contain funding assistance from the United States Department of Transportation. Failure by the Prime Contractor to carry out these requirements is a material breach of this Contract, which may result in the Termination of this Contract or such other remedy as the Contracting Agency deems appropriate. . If the Prime Contractor does not comply with any part of its Contract as required under 49 CFR part 26, and /or any other applicable law or regulation City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -52 r-, F J l� i✓ P I!� C Bid Document ' March 2014 u it J SPECIAL PROVISIONS regarding DBE, the Contracting Agency may withhold payment, suspend the ability of the Prime Contractor to participate in future Contracting Agency contracts, impose sanctions or Terminate the Contract, and subject the Prime Contractor to civil penalties of up to ten percent of the amount of the Contract for each violation. In the case of WSDOT Contracts, prequalification may be suspended pursuant to WAC 468 -16 -180, and continuous violations (exceeding a single violation) may also disqualify the Prime Contractor from further participation in WSDOT Contracts for a period of up to three years. An apparent low Bidder must be in compliance with these Contract Provisions as a condition precedent to the granting of a notice of award by the Contracting Agency. The Prime Contractor is entitled to request an adjudicative proceeding with respect to the Contracting Agency's determination of Contract violation and assessed penalties by filing a written application within thirty days of receipt of notification. The adjudicative proceeding, if requested, will be conducted by an administrative law judge pursuant to the procedures set forth in RCW 34.05 and Chapter 10.08 of the Washington Administrative Code. 1 -07.12 Federal Agency Inspection ' Section 1 -07.12 is supplemented with the following: (July 30, 2012 WSDOT GSP) ' Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) Revised May 1, 2012 supersede any conflicting provisions of the Standard Specifications and are made a part of this Contract; provided, however, that if any of the provisions of ' FHWA 1273 are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273 included in this Contract require that the Contractor insert the ' FHWA 1273 in each Subcontract, together with the wage rates which are part of the FHWA 1273. Also, a clause shall be included in each Subcontract requiring the Subcontractors to insert the FHWA 1273 thereto in any lower tier Subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each Subcontract for Subcontractors and lower tier Subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will ' be provided with extra copies of the FHWA 1273, the applicable wage rates, and this Special Provision. 1 -07.13 Contractor's Responsibility for Work 1- 07.13(4) Repair of Damage ' Section 1- 07.13(4) is revised to read: ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -53 SPECIAL PROVISIONS (August 6, 2001 WSDOT GSP) The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. For damage qualifying for relief under Sections 1- 07.13(1), 1- 07.13(2) or 1- 07.13(3), payment will be made in accordance with Section 1 -04.4. Payment will be limited to repair of damaged work only. No payment will be made for delay or disruption of work. 1 -07.17 Utilities and Similar Facilities Section 1 -07.17 is supplemented with the following: (April 2, 2007 WSDOT GSP) Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: Lakehaven Utility District Attn: Wes Hill 31627 1 s' Avenue S PO Box 4249 Federal Way, WA 98003 Telephone: 2563.946.5440 King County Traffic Operations Attn: Mark Parrett 155 Monroe Avenue NE Renton, WA 98056 Telephone: 206.296.8152 Comcast 4020 Auburn Way N Auburn, WA 98002 Telephone: 253.372.5360 Puget Sound Energy (Gas & Power) Attn: Anita Yurovchack 3130 S 38'h St Tacoma, WA 98409 Telephone: 253.476.6304 City of Federal Way School District Century Link Transportation Department Attn: Victor Novelo Attn: Cindy Wendland, Director 23315 66" Ave S 1211 S 332nd St Kent, WA 98032 Federal Way, WA 98003 Telephone: 253.372.5363 253.945.5960 1 -07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1 -07.18 Insurance (January 24, 2011 APWA GSP) 1- 07.18(1) General Requirements A. The Contractor shall obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer with a rating of A -: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -54 1-� 0 u Lam! Bid Document , March 2014 u I, n I� d 0 n n SPECIAL PROVISIONS Agency reserves the right to approve or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and /or endorsements. B. The Contractor shall keep this insurance in force during the term of the Contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated (see C. below). C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims -made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Final Completion or earlier termination of this Contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ( "tail ") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The insurance policies shall contain a "cross liability" provision. E. The Contractor's and all subcontractors' insurance coverage shall be primary and non - contributory insurance as respects the Contracting Agency's insurance, self - insurance, or insurance pool coverage. F. The Contractor shall provide the Contracting Agency and all Additional Insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). H. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. I. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of Contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made. City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -55 SPECIAL PROVISIONS 1- 07.18(2) Additional Insured All insurance policies, with the exception of Professional Liability and Workers Compensation, shall name the following listed entities as additional insured(s): • the Contracting Agency and its officers, elected officials, employees, agents, and volunteers • Consultants hired by the Contracting Agency for design, construction support, and materials testing. The above - listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1- 07.18(3) describes limits lower than those maintained by the Contractor. 1 -07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverages listed in 1- 07.18(5)A and 1- 07.18(5)B. Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance. 1- 07.18(4) Evidence of Insurance The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. The certificate and endorsements must conform to the following requirements: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1- 07.18(2) as Additional Insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. 3. Any other amendatory endorsements to show the coverage required herein. 1- 07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits. All deductibles and self- insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments failing within the deductible shall be the responsibility of the Contractor. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -56 Bid Document ' March 2014 SPECIAL PROVISIONS 1- 07.18(5)A Commercial General Liability A policy of Commercial General Liability Insurance, including: Per project aggregate Premises /Operations Liability Products /Completed Operations — for a period of one year following final acceptance of the work. Personal /Advertising Injury Contractual Liability Independent Contractors Liability Stop Gap / Employers' Liability Explosion, Collapse, or Underground Property Damage (XCU) Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) Such policy must provide the following minimum limits: $5,000,000 Each Occurrence $5,000,000 General Aggregate $5,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury, each offence Stop Gap/ Employers' Liability $5,000,000 Each Accident $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee 1- 07.18(5)B Automobile Liability Automobile Liability for owned, non - owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such policy(ies) must provide the following minimum limit: $2,000,000 combined single limit City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -57 Bid Document March 2014 SPECIAL PROVISIONS 1- 07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the state of Washington. 1- 07.18(5)F Excess or Umbrella Liability (May 10, 2006 APWA GSP) The Contractor shall provide Excess or Umbrella Liability coverage at limits of $$2$$ million per occurrence and annual aggregate. This excess or umbrella liability coverage shall apply, at a minimum, to both the Commercial General and Auto insurance policy coverage. This requirement may be satisfied instead through the Contractor's primary Commercial General and Automobile Liability coverage, or any combination thereof. 1- 07.18(5)G Pollution Liability (May 10, 2006 APWA GSP) The Contractor shall provide a Pollution Liability policy, providing coverage for claims involving bodily injury, property damage (including loss of use of tangible property that has not been physically injured), cleanup costs, remediation, disposal or other handling of pollutants, including costs and expenses incurred in the investigation, defense, or settlement of claims arising out of: • Contractor's operations related to this project; and /or • Remediation, abatement, repair, maintenance or other work with lead -based paint or materials containing asbestos; and /or • Transportation of hazardous materials away from any site related to this project. Such Pollution Liability policy shall provide the following minimum coverage: $$1,000,000$$ each loss and annual aggregate 1- 07.18(5)H Professional Liability (May 10, 2006 APWA GSP) The Contractor and /or its Subcontractor and /or its design consultant providing construction management, value engineering, or any other design - related non - construction professional services shall provide evidence of Professional Liability insurance covering professional errors and omissions. Such policy must provide the following minimum limits: $1,000,000 per Claim If the scope of such design - related professional services includes work related to pollution conditions, the Professional Liability insurance shall include Pollution Liability coverage. City of Federal Way FWH and Sacaiawea MS Ped Connection Safe Routes to School SP -58 Bid Document ' March 2014 r ' SPECIAL PROVISIONS ' If insurance is on a claims made form, its retroactive date, and that of all subsequent 35 mph or less renewals, shall be no later than the effective date of this Contract. 40 mph 15 1- 07.23(1) Construction under Traffic ' (January 2, 2012 WSDOT GSP) Section 1- 07.23(1) is supplemented with the following: 30 Work Zone Clear Zone 1 The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor's operations and does not apply to preexisting conditions or permanent Work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements. During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. ' During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. ' The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. 1L 1 Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: * or 2 -feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -59 Bid Document March 2014 35 mph or less 10* 40 mph 15 45 to 55 mph 20 60 mph or greater 30 * or 2 -feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -59 Bid Document March 2014 SPECIAL PROVISIONS (August 7, 2006 WSDOT GSP) Lane closures are subject to the following restrictions: * ** See Section 1 -10.2 * ** If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer may adjust the hours accordingly. The Engineer will notify the Contractor in writing of any change in the closure hours. No lane closures will be allowed on a holiday or holiday weekend, or after 12:00 PM (noon) on a day prior to a holiday or holiday weekend. Holidays that occur on Friday, Saturday, Sunday or Monday are considered a holiday weekend. 1 -07.24 Rights of Way (October 1, 2005 APWA GSP) Delete this section in its entirety, and replace it with the following: Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to Bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of Contract. Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -60 Bid Document March 2014 i F� u r] u 1 -07.28 Communication with Businesses and Property Owners (Special Provision) 1 Section 1 -07.28 is added: The Contractor will be responsible for communicating all work activities with the ' property owners. The Contractor, along with the City's inspector, shall have one formal meeting with the managers of the business corridor. It will be the Contractor's responsibility to initiate and set up the meeting. Thereafter, the Contractor shall keep the businesses informed of their general work locations and activities for the upcoming two (2) months by distributing a monthly ' status /schedule memo to the businesses. The memo shall be approved by the Engineer prior to distribution. Payment for said meetings and communication shall be considered incidental to the unit contract price paid for Mobilization and no additional payment will be made. ' 1 -08 PROSECUTION AND PROGRESS Add the following new section: 1 -08.0 Preliminary Matters (May 25, 2006 APWA GSP) City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -61 PE IAL PROVISIONS S C for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this Contract. The statement shall be signed by the private property owner, or proper authority ' acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. (Special Provision) Section 1 -07.24 is supplemented with the following: The contractor shall be responsible to abide by the right -of -entry agreements with adjacent property owners that have been obtained by the City for this project. Please note that these agreements will be available upon request by the contractor. Such requirements may include responsibilities for the contractor such as: listing property owners as additional insured; providing advance notice to certain representatives; or daily site cleanup requirements. These responsibilities are listed as examples only & the right -of -entry documents should be reviewed by the Contractor to determine all necessary requirements 1 -07.28 Communication with Businesses and Property Owners (Special Provision) 1 Section 1 -07.28 is added: The Contractor will be responsible for communicating all work activities with the ' property owners. The Contractor, along with the City's inspector, shall have one formal meeting with the managers of the business corridor. It will be the Contractor's responsibility to initiate and set up the meeting. Thereafter, the Contractor shall keep the businesses informed of their general work locations and activities for the upcoming two (2) months by distributing a monthly ' status /schedule memo to the businesses. The memo shall be approved by the Engineer prior to distribution. Payment for said meetings and communication shall be considered incidental to the unit contract price paid for Mobilization and no additional payment will be made. ' 1 -08 PROSECUTION AND PROGRESS Add the following new section: 1 -08.0 Preliminary Matters (May 25, 2006 APWA GSP) City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -61 SPECIAL PROVISIONS 1- 08.0(1) Preconstruction Conference (October 10, 2008 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: To review the initial progress schedule; To establish a working understanding among the various parties associated or affected by the work; To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; To establish normal working hours for the work; To review safety standards and traffic control; and To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction meeting the following: A breakdown of all lump sum items; A preliminary schedule of working drawing submittals; and A list of material sources for approval if applicable. Add the following new section: 1- 08.0(2) Hours of Work (March 8, 2013 APWA GSP) Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8 -hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1 -hour lunch break and a 5 -day work week. The normal straight time 8 -hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the work. Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays; before 7:00 a.m. or after 6:00 p.m. on any day; or longer than an 8 -hour period on any day. The Contractor shall apply in writing to the Engineer for such permission, no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -62 Bid Document March 2014 fl C 1 �JI SPECIAL PROVISIONS 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. 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 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 rmaterial 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. 1 -08.1 Subcontracting Section 1 -08.1 is supplemented with the following: (October 12, 1998 WSDOT GSP) Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification ( WSDOT Form 420 -004) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection. A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1. Request to Sublet Work Form 421 -012 , and q ( ) 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for ' Federal -aid Projects (Form 420 -004). City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -63 SPECIAL PROVISIONS The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all Subcontractors and lower tier Subcontractors shall be available and open to similar inspection or audit for the same time period. 1- 08.1(1) Subcontract Completion and Return of Retainage Witheld Section 1- 08.1(1) is revised to read: (June 27, 2011 WSDOT GSP) The following procedures shall apply to all subcontracts entered into as a part of this Contract: Requirements 1. The Prime Contractor or Subcontractor shall make payment to the Subcontractor not later than ten (10) days after receipt of payment from the Contracting Agency for work satisfactorily completed by the Subcontractor, to the extent of each Subcontractor's interest therein. 2. Prompt and full payment of retainage from the Prime Contractor to the Subcontractor shall be made within 30 days after Subcontractor's Work is satisfactorily completed. 3. For purposes of this Section, a Subcontractor's work is satisfactorily completed when all task and requirements of the Subcontract have been accomplished and including any required documentation and material testing. 4. Failure by a Prime Contractor or Subcontractor to comply with these requirements may result in one or more of the following: a. Withholding of payments until the Prime Contractor or Subcontractor complies b. Failure to comply shall be reflected in the Prime Contractor's Performance Evaluation c. Cancellation, Termination, or Suspension of the Contract, in whole or in part d. Other sanctions as provided by the subcontractor or by law under applicable prompt pay statutes. Conditions This clause does not create a contractual relationship between the Contracting Agency and any Subcontractor as stated in Section 1 -08.1. Also, it is not intended to bestow upon any Subcontractor, the status of a third -party beneficiary to the Contract between the Contracting Agency and the Contractor. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -64 Bid Document March 2014 1 L� C! 1 17 L n I _] n SPECIAL PROVISIONS Payment The Contractor will be solely responsible for any additional costs involved in paying retainage to the Subcontractors. Those costs shall be incidental to the respective Bid Items. 1- 08.3(2)B Type B Progress Schedule (March 13, 2013 APWA GSP) Revise the first paragraph to read: The Contractor shall submit a preliminary Type B Progress Schedule at or prior to the preconstruction conference. The preliminary Type B Progress Schedule shall comply with all of these requirements and the requirements of Section 1- 08.3(1), except that it may be limited to only those activities occurring within the first 60- working days of the project. Revise the first sentence of the second paragraph to read: The Contractor shall submit 3 copies of a Type B Progress Schedule depicting the entire project no later than 21- calendar days after the preconstruction conference. 1 -08.4 Prosecution of Work Delete this section in its entirety, and replace it with the following: 1 -08.4 Notice to Proceed and Prosecution of Work (June 27, 2011 APWA GSP) Notice to Proceed will be given after the Contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the Contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1- 10.1(2). Upon construction of the fencing, the Contractor shall 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 the Contract. ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -65 Bid Document March 2014 SPECIAL PROVISIONS (August 7, 2006 WSDOT GSP) The Contractor shall begin work no earlier than June 1, 2014. No work shall occur between June 1, 2014 and June 18, 2014 within 150 feet of the intersection of S 308th Street and 10 Avenue S without prior permission from the City. 1 -08.5 Time for Completion Section 1 -08.5 is supplemented with the following: (March 13, 1995 WSDOT GSP) This project shall be physically complete within $$ 60 $$ working days and no later than August 31, 2014. (August 14, 2013 APWA GSP, Option A) Revise the third and fourth paragraphs to read. Contract time shall begin on the first working day following the Notice to Proceed Date. Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged 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 is approved to work 10 hours a day and 4 days a week (a 4 -10 schedule) and the fifth day of the week in which a 4 -10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a workina day whether or not the Contractor works on that day. Revise the sixth paragraph to read. The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -66 0 i 7 L! n 1 c F1 n r G 1 J 0 I SPECIAL PROVISIONS the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls jeer Section 1- 07.9(5)). b. Material Acceptance Certification Documents c. Quarterly Reports of Amounts Credited as'DBE Participation, as required by the Contract Provisions. d. Final Contract Voucher Certification e. Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor and all Subcontractors f. Property owner releases per Section 1 -07.24 1 -08.6 Suspension of Work (Special Provision) Supplement Section 1 -08.6 with the following: Contract time may be suspended for procurement of critical materials (Procurement Suspension). In order to receive a Procurement Suspension, the Contractor shall, within 14 calendar days after execution by the Contracting Agency, place purchase orders for all materials deemed critical by the Contracting Agency for physical completion of the contract. Such purchase orders shall disclose the purchase order date and estimated delivery dates for such critical material. The Contractor shall show procurement of the materials listed below as activities in the Progress Schedule. If the approved Progress Schedule indicated that the materials procurement are critical activities, and if the Contractor has provided documentation that purchase orders are placed for the critical materials within the prescribed 14 calendar days, then the contract time shall be suspended upon physical completion of all critical work except that work dependent upon the listed critical materials: * ** Luminaire Poles * ** Procurement Suspension shall be a maximum of 50 calendar days, unless otherwise approved by the Engineer. Charging of contract time will resume upon the delivery of the critical materials to the Contractor. 1 -08.7 Maintenance During Suspension (Special Provisions) Revise the second paragraph to read: At no expense to the Contracting Agency, the Contractor shall provide through the construction 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. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -67 Bid Document March 2014 SPECIAL PROVISIONS 1 -08.9 Liquidated Damages (August 14, 2013 APWA GSP) Revise the fourth paragraph to read: When the Contract Work has progressed to Substantial Completion as defined in the Contract, the Engineer may determine that the work is Substantially Complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. 1 -09 MEASUREMENT AND PAYMENT 1 -09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1 -09.7 Mobilization (Special Provision) Section 1 -09.7 is supplemented with the following: (* * * * *I Obtaining a site for the Contractor's mobilization, field office(s), storage of materials, and other general operations shall be the responsibility of the Contractor. All costs associated with securing sites shall be included in the other bid items on the project and no other compensation will be made for this item. The Contractor will provide City with copy(s) of agreement(s). Payment is made under the following bid item: "Mobilization" per lump sum. The lump sum bid price for 'Mobilization" shall include, but not limited to, the following items: the movement of the Contractor's personnel, equipment, supplies and incidentals to the project site; the establishment of the Contractor's office, and other facilities City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -68 Bid Document March 2014 1 F-7 L r_ SPECIAL PROVISIONS necessary for work on the project; providing sanitary facilities for the Contractor's personnel; obtaining permits or licenses required to complete the project not furnished by the Owner; 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 quantities of Work performed according to the Contract and as specified for payment. The Contractor shall 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 include a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a determination based on information available. The Project Engineer's determination of the cost of work shall be final. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -69 Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will 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 progress payments. The progress estimates are subject to change at any time prior to the calculation of the ' final payment. The value of the progress estimate will 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 the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor's 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; ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -69 SPECIAL PROVISIONS I 2. The amount of progress payments previously made; and 1 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. I Progress 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- 09.9(1) Retainage Section 1- 09.9(1) content and title is deleted and replaced with the following: (June 27, 2011 WSDOT GSP) , Vacant 1 -09.13 Claim Resolution 1- 09.13(3) Claims $250,000 or Less ' (October 1, 2005 APWA GSP) Delete this Section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1 -09.11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1- 09.13(3)A Administration of Arbitration (October 1, 2005 APWA GSP) Revise the third paragraph to read. ' The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contractin. Agency's headquarters are located. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the Contract as a basis for decisions. 1 -10 TEMPORARY TRAFFIC CONTROL ' 1.10.1 General (Special Provisions) Section 1 -10.1 is revised with the following: Revise the first paragraph to read: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -70 Bid Document , March 2014 C I � I SPECIAL PROVISIONS If the Contractor opts to utilize traffic control plans other than those provided in these Contract Documents, the Contractor shall provide traffic control plans to the City 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 shall include and not be limited to the following information: Stop line locations with station and offset to verify safety of intersection turning radius for vehicles. Minimum lane widths provided for vehicular travel. Turn pocket length, gap, and tapers in conformance with the City of Federal Way Standard Detail DWG 3 -19A, and WSDOT standard plans. The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. ' Business Open During Construction Signs The Contractor shall provide a minimum of six (6) Business Open During Construction signs for the project. The Business Open During Construction signs shall be per the detail in the plans. Business Open During Construction Signs shall be considered Construction Signs Class A. City of Federal Way Project Signs ' City of Federal Way Project signs shall be considered Construction Signs Class A. The Contractor shall provide two (2) project signs per the standard detail within the Appendix. ' 1 -10.2 Traffic Control Management ' Section 1- 10.2(1) is supplemented with the following: (December 1, 2008 WSDOT GSP) Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers - Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297 -3035 Evergreen Safety Council ' 401 Pontius Ave. N. Seattle, WA 98109 City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -71 SPECIAL PROVISIONS 1- 800 - 521 -0778 or (206) 382 -4090 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406 -1022 Training Dept. Toll Free (877) 642 -4637 Phone: (540) 368 -1701 1- 10.2(2) Traffic Control Plans (Special Provision) Section 1- 10.2(2) is supplemented with the following: The following minimum Traffic Control requirements shall be maintained during the construction of the project: 1) The Contractor shall maintain continuous two -way traffic along streets throughout the project site. The Contractor shall have the option, with the approval of the Engineer, of momentarily interrupting the continuous two -way traffic to allow one -way traffic. Such interruptions shall utilize qualified flaggers placed in strategic locations to insure the public safety and minimize driver confusion. A momentary interruption shall be defined as a period of time not to exceed two (2) minutes. Regardless of the period of time no queue greater than ten (10) cars in length will be allowed. 2) The Contractor shall be responsible for notifying all affected property owners prior to commencing the barricading of streets, sidewalks and driveways. 3) All business driveways shall remain open except as necessary to permit curing of construction materials or for short periods of time as required for excavations. However, at least one (1) driveway per business shall remain open to vehicular traffic at all times unless otherwise approved by the Engineer and affected property owner in writing. If a business has only one driveway, then that driveway must be constructed one -half at a time to allow the passage of vehicles. The amount of time that a driveway can be closed will be limited. Business owners shall be notified in writing at least 48 hours in advance of any planned driveway closures. 4) Signs and barricades shall be supplemented by Type C steady burn lights to delineate edge of roadway during the hours of darkness. 5) Any asphalt concrete pavement, crushed surfacing, or gravel base for maintaining traff ic during the life of this contract shall be placed by the Contractor immediately upon request by the Engineer. In addition, cuts made in the traveled lanes or on walkways that are paved will be temporarily patched with hot mix and maintained daily until such time as a permanent patch can be made. Payment for crushed City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -72 n �I u u Li Bid Document ' March 2014 ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -73 SPECIAL PROVISIONS surfacing, gravel and asphalt will be paid at their respective bid items, as included in ' the contract. 6) Detours will not be allowed except as noted herein or Section 1- 07.23(2) as ' amended. 7 Drivers of motor vehicles used in connection with the construction shall obey traffic Y 1 rules posted for such location in the same manner and under the same restrictions as provided for the drivers of private vehicles. 8) The Contractor shall, at all times throughout the project, conduct the work in such a ' manner as will obstruct and inconvenience vehicular and pedestrian traffic as little as possible. The streets, sidewalks and private driveways shall be kept open by the Contractor except for the brief periods when actual work is being done. The Contractor shall so conduct his operations so as to have under construction no greater length or amount of work than he can prosecute vigorously and he shall not ' open up sections of the work and leave them in an unfinished condition. See Section 1- 07.23(1) for additional driveway closure requirements. ' 9) The Contractor shall provide traffic cones, barricades and drums, with warning lights in sufficient number and in good condition as required to protect the work and the public throughout the length of the job. Traffic Safety Drums with flashers in addition tto temporary striping will be used to channelize traffic through construction zones. Opposing lanes of traffic will be separated by pylons when clearance for drums is not adequate. All signing and channelization shall be per current MUTCD standards. 1 0) Temporary pa in t striping, reflective marking tape , and /or retroreflective tubular markers shall be required for each shift of traffic control. The Contractor shall ' provide temporary striping, reflective marking tape, and /or reflective tubular markers as required at the direction of the Engineer. ' 11) The Contractor provided Traffic Control Plans shall lay out traffic control device spacing, tapers, etc., to scale, shall contain accurate dimensions and legends and ' shall be signed by the preparer. Special Conditions S308th Street & 14th Ave S Special Requirements • Closure of one lane at a time may occur between the hours of 7AM to 7PM • If a lane closure is required, at least one lane of traffic (alternating directions / flagger controlled) shall be maintained at all times. • Any closures between 7PM to 7AM require prior approval by the City. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -73 SPECIAL PROVISIONS • No lane closures shall be allowed within 150' of the intersection of S308th Street & 14th Ave S until after Federal Way Public Schools are dismissed for summer vacation (currently scheduled for June 18th), without prior approval of the City. • All business accesses will remain open during business hours. • No more than one shift may be worked per day without approval of the Engineer. • Pedestrians must have access to pedestrian push buttons at all times. • The Contractor shall maintain at least one continuous ADA accessible pedestrian walkway throughout the project at all times. Bus stops shall remain ADA accessible to pedestrians at all times throughout the project. 1.10.3 Traffic Control Labor, Procedures and Devices (Special Provision) 1- 10.3(1) Traffic Control Labor Section 1- 10.3(1) is supplemented with the following: The City shall reimburse the Contractor for the use of off duty uniformed police officers at the invoiced cost per Standard Specifications 1 -09.6 Force Account. The Contractor shall request uniformed off -duty police officers from the City of Federal Way Police Department, (253) 835 -6701. The request shall be made forty -eight (48) hours before the use of the off -duty police officers on the project site. A minimum three (3) hours call out time shall be paid by the Contractor for each request for off -duty police officers. It shall be the Contractor's responsibility to arrange a work schedule to minimize any additional costs incurred by the minimum three (3) hour call out requirement. No reimbursement of any portion of the minimum callout will be allowed where Contractor -made schedule revisions occur after an off duty officer has been procured. Off Duty Uniformed Police Officer will be required only when the signal system is in flashing mode or is not operational or otherwise approved by the project engineer. 1- 10.3(3) Traffic Control Devices Section 1- 10.3(3) is supplemented with the following: The following devices are deemed compliant with the crashworthiness requirements of NCHRP 350 and are approved for use on the project: Approved Category II Devices Type I & II Barricades Manufacturer WLI Industries City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School Model Number Safety Cade Type II SP -74 Bid Document March 2014 FBI 1� u G I 'I] 1 SPECIAL PROVISIONS Bent Manufacturing Bent Manufacturing Bent Manufacturing Eastern Metal Plasticade Products Plasticade Products Dicke Tool Company Traf Fix Devices, Inc. The Roadmaker Company Three D Traffic Works, Inc. Protection Services, Inc. Flex- O -Lite United Rentals Highways Bureau of Highway Safety The Cortina Companies Type III Barricades ' Manufacturer Bent Manufacturing Recycled Plastic Products Yodock Wall Company Cantel of Medford, Inc. Davidson Plastics Corp. r, 1 Approved Portable Signs and Stands Manufacturer Montana DOT WLI Texas DOT Reflexite /Eastern Metals Unicade Waffle Barricade Type II Plywood or Plastic Panel Type I & II Barricades Fibercade Type II Plasticade Type II Type I Plastic Barricade Plastic Folding Type I Barricade Type II Plastic Barricade TD2000 Works Barricade Type I & II Barricades Type I Barricade Type I & II Barricades Penn. Type III Barricade Type I Plastic Barricades Model Number Type III Barricade Hollow Core Plastic Barricade Yodock 2001 m Type I I I Barricade EZ -UP Type III Barricade T36 Type III Barricade Model Number DWG# 618 -02 (Plywood) SafetyCor Sign System (Plastic) Skid Mounted Sign Support (Plywood) DF 400 & DF 4700 TX (Endurance plastic) (Aluminum signs are not approved for use with the above listed stands at this time) Wood Sign Posts ' Use the charts below to determine post size for Class A construction signs. One Post Installation ' Post Size Min. Sign Sq. Ft. Max. Sign Sa. Ft. 4x4 - 16.0 4x6 6x6 17.0 21.0 20.0 25.0 6x8 26.0 31.0 City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School Two Post Installation (For signs 5 feet or greater in width) SP -75 Bid Document March 2014 SPECIAL PROVISIONS Post Size Min. Sian Sa. Ft. Max. Sian Sa. Ft. 4x4 - 16.0 ' 4x6 17.0 36.0 6x6 37.0 46.0 6x8 47.0 75.0 1 * The Engineer shall determine post size for signs greater than 75 square feet. Section 1- 10.3(3) of the Standard Specifications are revised to read as follows: 1 All signs required by the approved traffic control plan(s) as well as any other appropriate signs prescribed by the Engineer shall be furnished by the Contractor. The ' Contractor shall provide the posts or supports and erect and maintain the signs in a clean, neat, and presentable condition until the necessity for them has ceased. All nonapplicable signs shall be removed or completely covered with metal, plywood, or , an Engineer approved product specifically manufactured for sign covering during periods when they are not needed. When the need for these signs has ceased, the Contractor upon approval of the Engineer, shall remove all signs, posts, and supports ' from the project and they shall remain the property of the Contractor. All orange background signs shall utilize materials, and be fabricated in accordance ' with, Section 9 -28. All new orange background signs and all W20 -7a "Flagger Ahead" signs shall be fabricated with Type IV or Type VII fluorescent orange sign sheeting. All post mounted signs with Type IV or VII sheeting shall use a nylon washer between ' the twist fasteners (screw heads, bolts, or nuts) and the reflective sheeting. There shall be no intermixing of signs with non - fluorescent orange reflective sign sheeting and , signs with fluorescent orange reflective sign sheeting on the same sign post. Construction signs will be divided into two classes. Class A construction signs are those signs that remain in service throughout the construction or during a major phase ' of the work. They are mounted on posts, existing fixed structures, or substantial supports of a semi - permanent nature. Sign and support installation for Class A signs shall be in accordance with the Contract Plans or the Standard Plans. Class B ' construction signs are those signs that are placed and removed daily, or are used for short durations which may extend for one or more days. They are mounted on portable or temporary mountings. In the event of disputes, the Engineer will determine if a , construction sign is considered as a Class A or B construction sign. If it is necessary to add weight to signs for stability, only a bag of sand that will rupture on impact shall be used. The bag of sand shall: (1) be furnished by the Contractor, (2) ' have a maximum weight of 40 pounds, and (3) be suspended no more than 1 foot from the ground. ' Payment for setup and take down of Class B signs will be limited to the labor cost to do the work described in Section 1- 10.3(1), and for transportation described in Section 1- 10.3(2). , City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -76 Bid Document ' March 2014 1 0 L 'I L� L f7 SPECIAL PROVISIONS Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the Engineer deems to be unacceptable while their use is required on the project, shall be replaced by the Contractor without additional compensation. Traffic Safety Drums used to delineate driveways and access locations to private properties within the work zone shall be yellow in color. Temporary Pavement Marking All Temporary Pavement Markings shall be measured in accordance with Section 8- 23.4 and paid in accordance with Section 8 -23.5. Description The Contractor shall install and remove approved 4- inch -wide reflective traffic tape, paint line, RPMs and pavement markings per City of Federal Way Standard Details DWG - 3 -17, DWG - 3 -18, and DWG - 3 -19, as shown on the Plans, specified in the Special Provisions for this Contract, or as directed by the Engineer. Temporary pavement markings shall be removed after the installation of permanent lane marking is approved in writing by the Engineer. Materials Materials for temporary pavement markings shall be selected from approved materials listed in the Qualified Products List (QPL). Preliminary Spotting The Contractor is responsible for preliminary spotting (layout work) of the lines before marking begins. The City may provide pavement marking layout work for the Contractor if existing work loads permit, but all costs incurred by the City in providing layout work at the Contractor's request shall be charged to the Contractor. Temporary Pavement Markings Temporary pavement markings shall be installed and maintained by the Contractor 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. 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. 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 9 -foot gap, unless otherwise specified on the Plans or in the Special Provisions for this Contract. 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. ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -77 Bid Document March 2014 SPECIAL PROVISIONS The Contractor shall provide paint lines per sections 8 -22 and 9 -34, and RPMs per sections 8 -09 and 9 -21, at the direction of the Engineer for temporary pavement markings for construction staging. Paint lines shall be provided for temporary pavement markings for any conditions not applicable for reflective tape. 1 -10.4 Measurement (Special Provison) A new pay item is added: "Off Duty Uniformed Police Officer" shall be measured and paid per hour. 1- 10.4(3) Reinstating Unit Items With Lump Sum Traffic Control (August 2, 2004 WSDOT GSP) Section 1- 10.4(3)is supplemented with the following: The bid proposal contains the item "Project Temporary Traffic Control," lump sum and the additional temporary traffic control items listed below. The provisions of Section 1- 10.4(1), Section 1- 10.4(3), and Section 1- 10.5(3) shall apply. * ** Off Duty Uniformed Police Officer * ** 1 -10.5 Payment (Special Provision) Section 1 -10.5 is supplemented with the following: ( * * * * *I Payment will be made in accordance with Section 1 -04.1 for the following bid item(s) when included in the proposal: "Project Temporary Traffic Control ", lump sum. "Off Duty Uniformed Police Officer ", per hour. All traffic control costs except "Off Duty Uniformed Police Officer" shall be included in the bid item "Project Temporary Traffic Control ", or shall be considered incidental to other items in the contract. Traffic control items to be included in "Project Temporary Traffic Control' shall included, but not be limited to Traffic Control Plans, Construction Identification Signs, Portable Changeable Message Sign, Operation of Portable Changeable Message Sign, Sequential Arrow, Traffic Control Supervisor, Construction Signs Class A, Pedestrian Traffic Control, and Other Traffic Control Labor, and Other Temporary Traffic Control. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School END OF DIVISION 1 SP -78 Bid Document ' March 2014 SPECIAL PROVISIONS DIVISION 2 EARTHWORK 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2 -01.1 Description (Special Provision) Section 2 -01.1 is supplemented with the following: ( * * * * *I Clearing and grubbing on this project shall be performed within the limits shown in the plans. 2 -01.5 Payment (Special Provision) Section 2 -01.5 is supplemented with the following: ( * * * * *I Payment will be made in accordance with Section 1 -04.1 for the following bid item(s) when included in the proposal: "Clearing and Grubbing ", per lump sum. "Roadside Cleanup ", by force account. 2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2 -02.1 Description (Special Provision) Section 2 -02.1 is supplemented with the following: r * * * * *) Removal of Structures and Obstructions The Contractor shall remove and dispose of all items shown on the site preparation plans and other minor items necessary to complete the work. This includes but is not limted to ecology block walls, tree stumps, horizontal wooden poles, rail road ties, guard post, chainlink fence, extruded curb and trees. Removal of pavements, curbs, gutters, sidewalks, concrete and approaches are included in the "Roadway Excavation, Including Haul' bid item per the Standard Specifications. 2 -02.1 Description (March 18, 2002 NWR) City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -79 Bid Document March 2014 SPECIAL PROVISIONS Section 2 -02.1 is supplemented with the following: Roadside Restoration The Contractor shall restore, repair or correct all portions of the roadside or adjacent landscapes that were unavoidably damaged due to the performance or installation of the specified work. Unavoidable damage shall be determined only by the Engineer. All materials utilized shall be in accordance with Sections 9 -14 and 9 -15 and other applicable sections of the Standard Specifications or Special Provisions, whichever may apply. All work shall be performed in accordance with Sections 8 -02 and 8 -03 and other applicable sections of the Standard Specifications. The Contractor shall review the work with the Engineer and receive approval to proceed prior to commencing roadside restoration work. 2- 02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters (Special Provision) Section 2- 02.3(3) is supplemented with the following: ( * * * * *I Prior to removal of pavement, the Contractor shall make a full -depth sawcut to delineate the areas of pavement removal from those areas of pavement to remain. The Engineer shall approve the equipment and procedures used to make the full - depth sawcut. No wastewater from the sawcutting operation shall be released directly to any stream or storm sewer system. Removal of pavement, curbs, gutters, and sidewalks within the entire project limits shall be measured and paid as "Roadway Excavation incl. Haul" in accordance with Section 2 -03. 2- 02.3(4) Removal of Drainage Structures (Special Provision) r * * * * *) Section 2- 02.3(4) is a new section: Where shown in the Plans or where designated by the Engineer, the Contractor shall remove existing catch basins, manholes, pipes, and other drainage features in accordance with Section 2 -02 of the Standard Specifications. Removal shall be conducted in such a manner as to prevent damage to surrounding facilities including any existing storm sewers, sanitary sewers, electrical conduits or other facilities to remain. All remaining facilities including but not limited to storm sewers, sanitary sewers, monuments, valves, vaults, and electrical conduits damaged due to the Contractor's operations shall be replaced by the Contractor to the satisfaction of the Engineer at no additional cost to the Contracting Agency. Catch basins, manholes, and other drainage structures designated for removal, including all debris, shall be completely removed. All removed catch basins, manholes, and City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -80 Bid Document ' March 2014 I I 11 1 1 SPECIAL PROVISIONS other drainage structures shall become the property of the Contractor and shall be disposed of in accordance with Section 2 -02 of the Standard Specifications. All undamaged frames, grates, and solid covers in a re- useable condition shall become the property of the City of Federal Way and shall be delivered to a location specified by the Engineer. Sawcutting (full depth) of existing asphalt concrete pavement and cement concrete curb and gutter surrounding the structure required for removal will be considered incidental to the removal of the catch basin, manhole, or other drainage structures. Sawcuts shall be in accordance with Section 2 -02 of these Special Provisions. Backfilling of catch basins, manholes, pipes and other drainage structures to be removed and replaced shall not be performed until the new structure is installed and shall be in accordance with Section 7 -05. Backfilling of a structure to be replaced shall be considered incidental to the construction and installation of the new catch basin, manhole, or other drainage structure. Backfilling of catch basins, manholes, pipes and other drainage structures to be completely removed shall be performed using gravel borrow paid in accordance with the Bid Schedule. Prior to backfilling any voids, the Contractor shall remove pipe as noted in the plans. Pipe shown to be abandoned or ordered by the Engineer to be abandoned shall be filled with CDF in accordance with Section 2- 09.3(1)E of the Standard Specifications. Material, labor, tools, and equipment necessary to remove and /or fill any abandoned pipe shall be paid in accordance with the Bid Schedule. The Contractor shall maintain existing drainage, where designated by the Engineer, until the new drainage system is completely installed and functioning. 2- 02.3(6) Adjust Existing Utility to Grade (Special Provision) 2- 02.3(6) is a 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, prior to the beginning of any work, familiarize himself with the existing utility locations. 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 provided for 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 Drawings 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 inlets, 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, City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -81 Bid Document March 2014 SPECIAL PROVISIONS 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, meter boxes, and valve boxes shall be adjusted to grade in accordance with Section 1- 05.3(1). ,Final restoration of finished grade surfaces shall be performed in the following manner: 1. Within a Gravel Surface: Provide a 6- inch -deep and 6- inch -wide concrete collar installed and restored with 3 inches of crushed surfacing top course. 2. Within a Grass Surface: Provide crushed surfacing top course backfill and 3 inches of Topsoil Type A, and seed. 3. Within an Asphalt Cement Concrete Paved Surface: See detail provided in Section 7- 05.3(1). See respective sections for each utility for additional information, including measurement and payment. 2- 02.3(8) Remove Pavement Markings (Special Provision) ( * * * * *I Section 2- 02.3(8) is a new section: Pavement markings shall be removed, measured and paid per 8 -22 of the Standard Specifications as modified by these Special Provisions. 2 -02.4 Measurement (Special Provision) Section 2 -02.4 is supplemented with the following: ( * * * * *I Remove Existing Catch Basin shall be measured by each. Remove Existing Storm Sewer Pipe shall be measured per linear foot. Sawcutting will be measured by the linear foot. 2 -02.5 Payment (Special Provision) Section 2 -02.5 is supplemented with the following: (**** *I City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -82 Bid Document March 2014 1 L SPECIAL PROVISIONS Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Removal of Structure and Obstruction ", per lump sum. "Remove Existing Catch Basin ", per each. "Remove Existing Storm Sewer Pipe ", per linear foot. "Sawcutting ", per linear foot. No Structure Excavation Class B quantities are indicated on the Plans for the Removal of Structure and Obstruction. Structure Excavation Class B for the removal of items shall be considered included in the associated bid item for the removal. 2 -03 ROADWAY EXCAVATION AND EMBANKMENT 2 -03.2 Pavement Removal (Special Provision) Section 2 -03.2 is replaced with the following: Where shown in the Plans or where designated by the Engineer, the Contractor shall remove asphalt, concrete, Portland cement concrete pavement, sidewalks and curbs. Prior to removal, the Contractor shall make a full -depth sawcut to delineate the areas of pavement removal from those areas of pavement to remain. The Engineer shall approve the equipment and procedures used to make the full -depth sawcut. No wastewater from the sawcutting operation shall be released directly to any stream or storm sewer system. The removed pavement shall become the property of the Contractor and shall be removed from the project. Damage caused to portions of the pavement to remain, due to the Contractor's operation, shall be repaired by the Contractor at the Contractor's expense and to the satisfaction of the Engineer. Removal of pavement, sidewalks, curbs, and gutters throughout the project shall be 1 measured and paid as "Roadway Excavation Incl. Haul" and no additional payment will be made. ' Section 2- 03.3(10) Selected Material (Special Provision) ' Section 2- 03.3(10) is supplemented with the following: Selected Material when specified or required by the Engineer for use on the project shall meet the requirements of specified in Section 9- 03.14(3) for Common Borrow. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -83 SPECIAL PROVISIONS Section 2- 03.3(14)C Compacting Earth Embankments (Special Provision) Change this section as follows under heading "Moisture Content" : The moisture content shall not vary more than 1 percent wet to 3 percent dry of optimum as determined by the tests described in Section 2- 03.3(14)D. All compaction shall be per Method C of the Standard Specifications. Section 2- 03.3(14)D Compaction and Moisture Control Tests (Special Provision) Change this section as follows under heading item 1. : Materials with less than 30 percent by weight retained on the U.S. No. 4 sieve shall be determined using FOP for AASHTO T180, Method D. Section 2- 03.3(14)E Unsuitable Foundation Excavation (Special Provision) Section 2- 03.3(14)E is supplemented with the following: All embankments shall be founded on dense, non - yielding granular foundation soil as approved by the engineer. Remove all organic materials and debris, trash, and all other deleterious material prior to beginning construction of new embankments. Proof roll the foundation to verify dense non - yielding conditions. Unsuitable foundation encountered during structure excavation shall also be measured and paid as "Unsuitable Foundation Excavation Incl. Haul ". Section 2- 03.3(14)G Backfilling Section 2- 03.3(14)G is supplemented with the following: ( * * * * * *) Remove all water and non - compatible materials from excavations prior to backfilling or attempting to compact embankment soil. Place native soils or provide import Gravel Borrow as required to complete the work. Backfill all embankments in accordance with 2- 03.3(14)C, Compacting Earth Embankments, Method C. 2 -03.4 Measurement (March 13, 1995 WSDOT GSP) Section 2 -03.4 is supplemented with the following: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -84 1 El I 1 0 Bid Document , March 2014 ' SPECIAL PROVISIONS Only one determination of the original ground elevation will be made on this project. Measurement for roadway excavation and embankment will be based on the original ' ground elevations recorded previous to the award of this contract. Control stakes will be set during construction to provide the Contractor with all essential information for the construction of excavation and embankments. ' If discrepancies are discovered in the ground elevations, which will materially affect the quantities of earthwork, the original computations of earthwork quantities will be adjusted accordingly. Earthwork quantities will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method or by the finite element analysis method utilizing digital terrain modeling techniques. Copies of the ground cross - section notes will be available for the bidder's inspection, before the opening of bids, at the Project Engineer's office and at the Region office. Upon award of the contract, copies of the original ground cross - sections will be ' furnished to the successful bidder on request to the Project Engineer. 2 -03.4 Measurement ' (Special Provision) Section 2 -03.4 is supplemented with the following: 1 r* * * * *) "Gravel Borrow for Trench Backfill Incl. Haul" shall be measured and paid when backfilling subsequent to Structure Excavation Class B. "Gravel Borrow for Trench Backfill Incl. Haul" will be measured per neatlines, less volumes for structures, pipes, and bedding. Gravel backfill subsequent to the removal of structures and obstructions shall be measured and paid under the "Gravel Borrow for Trench Backfill Incl. Haul" bid item. 2 -03.5 Payment (Special Provision) ' Section 2 -03.5 is supplemented with the following: Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Gravel Borrow Incl. Haul ", per ton. "Gravel Borrow for Trench Backfill Incl. Haul ", per ton. ' "Roadway Excavation Incl. Haul ", per cubic yard. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -85 SPECIAL PROVISIONS "Unsuitable Foundation Excavation Incl. Haul ", per cubic yard. 2 -03.5 Payment (March 13, 1995 WSDOT GSP) Section 2 -03.5 is supplemented with the following: All costs in connection with the preparation of waste sites and waste deposits shall be included in the Mobilization. 2 -07 WATERING 2 -07.5 Payment (Special Provision) Section 2 -07.5 is supplemented with the following: When the Contract does not include water as a pay item, providing and applying the water shall be incidental to construction. All costs shall be included in the other Contract pay items. 2 -09 STRUCTURE EXCAVATION 2- 09.3(1)E Backfilling (Special Provision) The first paragraph of Section 2- 09.3(1) is replaced with the following: Backfill for Structure Excavation Class B shall be "Gravel Borrow for Trench Backfill Inc. Haul." Backfill subsequent to the removal of structures and obstructions shall be "Gravel Borrow for Trench Backfill Incl. Haul." Native material may be used for backfill with approval of the Engineer. Use of native material for backfill, when approved, shall be incidental to the various items in the Contract and no additional payment will be made. 2 -09.4 Measurement (Special Provision) Section 2 -09.4 is supplemented with the following: Excavated materials will be measured in their original position by the cubic yard. The Contracting Agency will measure and pay for only the material excavated from inside the limits this section defines. If the Contract excavates outside these limits or performs extra excavation as described in Section 2- 09.3(3)B, it shall be considered for the Contractor's benefit and shall be included in the cost of other Bid Items. 2 -09.5 Payment (Special Provision) City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -86 Bid Document March 2014 I I SPECIAL PROVISIONS Section 2 -03.5 is supplemented with the following: Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Shoring or Extra Excavation Cl. B ", Lump Sum. 2 -11 TRIMMING AND CLEANUP (Special Provision) Section 2 -11.5 is supplemented with the following: Trimming and Cleanup as required by the Standard Specifications shall be considered included in the related items of work and no additional payment will be made. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School END OF DIVISION 2 SP -87 Bid Document March 2014 SPECIAL PROVISIONS ' DIVISION 3 AGGREGATE PRODUCTION AND ACCEPTANCE ' 3 -01 PRODUCTION FROM QUARRY AND PIT SITES 3 -01.2 Material Sources, General Requirements (March 13, 1995 WSDOT GSP) Section 3 -01.2 is supplemented with the following: Permits for Pit Operations in King County ' The Contractor is advised that King County may require the Contractor to meet any or all of the following listed conditions before considering issuance of a temporary permit for pit , operations within King County: 1. Security fences and locking gates shall be installed where deemed necessary by the King County Department of Building. Cable or wire gates are not acceptable. 2. Hours of operation shall be limited to: 7:00 a.m. to 7:00 p.m. 3. Access roads shall be improved and maintained to the satisfaction of the King County Department of Public Works. A haul road agreement for County road maintenance may be required. All roads shall be swept, washed, or both, by the Contractor at the Contractor's expense as often as the Department of Building deems necessary. Property shall have functional access to an arterial level street. 4. All operations will have to be approved by King County Flood Control for drainage plans, Washington State Department of Ecology, and Puget Sound Air Pollution Control Authority. Those properties near or adjacent to any water body shall have written approval from the State of Washington Department of Fish and Wildlife. The Contractor shall obtain a mining reclamation permit from the State of Washington Department of Natural Resources for sites of over three acres in size of disturbed land or resulting in pit walls more than thirty feet high and steeper than one to one slope. 5. No stockpiling of foreign excavated material is permitted on the site except for those materials to be used in the land rehabilitation of the subject property. 6. No signs other than signs required by Chapter 24.42, King County Zoning Code are authorized as a result of the temporary permit. 7. Plans required: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -88 Bid Document , March 2014 � I � I � I II, rI �l t I I i SPECIAL PROVISIONS a. Scale of Plot Plans Site Size: less than 10 acres 1 inch = 50 feet 10 to 100 acres 1 inch = 100 feet over 100 acres 1 inch = 200 feet b. Contours Show existing and proposed contours at 5 -foot intervals. If existing and proposed contours are superimposed upon one another it must be clear as to which is which. Plans which incorporate a screening process may be required by the County to distinguish said contours. Finished contours must show how the property can be used under the existing zoning. Plans showing daylighting of property to road grade or below with high 2:1 slope walls will no longer be permitted within the R, S, or G zones. The plans must contain large terraces which will permit the lot sizes and roads that are permitted within the zone. c. Sections Show a minimum of two sections in each direction. d. Maximum Slope Cuts shall not be steeper in slope than two horizontal to one vertical unless the owner furnishes a soils engineering or an engineering geology report certifying that the site has been investigated and indicating that the proposed deviation will not endanger any private property or result in the deposition of debris on any public way or interfere with any existing drainage course. e. Fill Slopes No fill shall be made which creates an exposed surface steeper in slope than two horizontal to one vertical. f. Benches on Slopes There shall be a 10 foot wide bench sloped into the hillside for every 50 feet in height. g. Setbacks Material and vegetation shall be left in its natural state: 50 feet from any FP, A, G, S, or R zoned property; 20 foot setback which includes a 6 foot high planted berm along any public right -of -way; 20 feet from M, B, or CG zoned property; 10 feet from QM or FR zoned property. Plans shall show type of vegetation existing within the buffer zones. ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -89 Bid Document March 2014 SPECIAL PROVISIONS h. Drainage All drainage facilities shall be designed to carry surface waters to the nearest practical street, storm drain, or natural water - course. Adequate provision shall be made to prevent any surface waters from damaging the face of an excavation or fill. All slopes shall be protected from surface water runoff from above by berms or swales. The Contractor is further advised that King County may require conditions which are in addition to the foregoing list and that the County may reject permit applications at its discretion because of the proposed operations proximity to schools, residential neighborhoods, hospitals, arterials, or for other environmental conditions. When there are discrepancies between the requirements of the State and the County the more stringent specifications shall apply. Should the Contractor fail to comply with any requirements of a temporary permit obtained in the Contracting Agency's name, the Contracting Agency will take the necessary action to meet these requirements and any costs incurred by the Contracting Agency will be deducted from monies due or to become due the Contractor. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School END OF DIVISION 3 SP -90 L II u 0 k L� Bid Document , March 2014 SPECIAL PROVISIONS DIVISION 4 BASES 4 -04 BALLAST AND CRUSHED SURFACING 4 -04.1 Description (Special Provision) Section 4 -04.1 is supplemented with the following: ( * * ***I Crushed Surfacing shall be placed where shown in the Plans, as a base for sidewalks, driveways, and pavement, at existing driveways to provide temporary access, as backfill for unsuitable foundation excavation at mailbox supports, or for any other purposes deemed necessary by the Engineer. Gravel Backfill for Drains shall be used as a base for pervious sidewalks. 4 -04.2 Materials (Special Provision) Section 4 -04.2 is supplemented with the following: ( * * ***I Gravel Backfill for Drains 9- 03.12(4) 4 -04.3 Construction Requirements 4- 04.3(4) Placing and Spreading (Special Provision) Item 2 of Section 4- 04.3(3) and Section 4- 04(4), is replaced with the following: 2. Road Mix Method. The road mix method of mixing surfacing material will not be allowed. 4 -04.4 Measurement (Special Provision) Section 4 -04.4 is supplemented with the following: Gravel Backfill for Drains will be measured per cubic yard to the neat lines indicated on the Plans. 4 -04.5 Payment (Special Provision) City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -91 SPECIAL PROVISIONS Section 4 -04.5 is supplemented with the following: Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Crushed Surfacing Top Course ", per ton. "Gravel Backf ill for Drains ", per cubic yard. The unit contract price per ton for "Crushed Surfacing Top Course" shall also include compacting, and removing and hauling to waste when required by the Engineer. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School END OF DIVISION 4 SP -92 Bid Document March 2014 In L�I� 7 1 SPECIAL PROVISIONS DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5 -04 HOT MIX ASPHALT 5 -04.1 Description Section 5 -04.1 is supplemented with the following: Asphalt concrete pavement shall be used at the following locations on the project: 1. HMA Cl. 1/2 ", PG 64 -22: For all asphalt concrete roadway construction and reconstruction per the Typical Roadway section details on the Plans. 2. Commercial HMA: For all asphalt concrete construction / reconstruction behind back of sidewalk where such construction is shown on the plans or as directed by the Engineer. 5 -04.3 Construction Requirements 5- 04.3(3)A Material Transfer Device /Vehicle (August 3, 2009 WSDOT GSP) Section 5- 04.3(3)A is deleted in its entirety. 5- 04.3(5)A Preparation Of Existing Surfaces (Special Provision) Section 5- 04.3(5)A is supplemented with the following: In accordance with Section 1- 07.15(1) Spill Prevention, Control and Countermeasures Plan (SPCC), as part of the SPCC the Contractor shall address the mitigating measures to be ' taken in the event that the paving operation is suspended or terminated prior to the asphalt for tack coat being fully covered. 5- 04.3(7)A Mix Design Section 5- 04.3(7)A 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). ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -93 SPECIAL PROVISIONS 5- 04.3(8)B Basis of Acceptance (Special Provision) 5- 04.3(8)B is a new section: A. HMA Mix Design. The Contractor - submitted reference mix design will be accepted based on its conformance to the project job mix formula (JMF) 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. 1. Tolerances — Nonstatistical Acceptance. After the JMF is determined, the constituents pf 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. 2. Adjustments: a. 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 JMF plus or minus the allowed tolerances shall be within the range of the broad band specifications. b. Asphalt Binder Content. The Project Engineer may order or approve the Contractor's request to change asphalt binder content a maximum of 0.3 percent from the approved JMF. No field adjustments of the JMF relative to the asphalt binder content exceeding 0.3 percent from the initial JMF will be made without approval of the Engineer. B. Hot Mix Asphalt Mixture: 1. Sampling: 1 11 a. 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. City of Federal Way , FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -94 ' SPECIAL PROVISIONS b. 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. ' 2. Test Results. The Contractor will furnish the Engineer with a copy of the results. 3. Test Methods. Acceptance testing for compliance of asphalt binder content will be ' WSDOT FOP for AASHTO Test Method T308. Acceptance testing for compliance of gradation will be WAQTC FOP for AASHTO T27 ' and T11. 4. 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)6 Control (Special Provision) ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -95 Delete Section 5- 04.3(10)13 in its entirety and replace it with the following: 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 seventy -five and 00/100 dollars ($75.00) 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. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -95 SPECIAL PROVISIONS I 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(12) Joints (January 5, 2004 WSDOT GSP) Section 5- 04.3(12) is supplemented with the following: HMA utilized in the construction of joint wedges shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source or by raking the joint ■ on the roadway, to the satisfaction of the Engineer. ! 5- 04.3(13) Surface Smoothness (January 5, 2004 WSDOT GSP) ' The second sentence of Section 5- 04.3(13) is revised to read: The completed surface of the wearing course shall not vary more than 1/4 inch from the lower edge of a 10 -foot straightedge placed on the surface parallel to centerline. 5- 04.3(16) Weather Limitations (August 3, 2009 WSDOT GSP) The first sentence of Section 5- 04.3(16) is revised to read: HMA for wearing course shall not be placed on any traveled way from * ** October 15 * ** and through March 31 st of the following year without written approval from the Engineer. 5- 04.3(22) Temporary Asphalt Pavement (Special Provision) Section 5- 04.3(22) is a new section: Temporary asphalt pavement shall be placed by the Contractor immediately upon the request of the Engineer for the maintenance of traffic during construction. These areas include: voids created by the removal of existing improvements (ie. Traffic islands, curbs), providing paved access to private properties, and ramps for property access during cement concrete driveway approach construction. All temporary paving shall be approved by the Engineer before placement. Any areas of temporary pavement to be removed and replaced shall be approved by the Engineer beforehand. This work shall also include the removal of temporary asphalt concrete pavement in its entirety prior to final paving. Temporary asphalt pavement shall City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -96 1 C 1 Bid Document ' March 2014 SPECIAL PROVISIONS consist of asphalt concrete cold patch mix. Payment for temporary asphalt pavement shall be considered incidental to other bid items. 5 -04.4 Measurement (September 5, 2006 WSDOT GSP) Section 5 -04.4 is supplemented with the following: No specific unit of measurement will apply to the calculated item of asphalt cost price adjustment. 5 -04.5 Payment (Special Provision) Section 5 -04.5 is supplemented with the following: ( *** * *I Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "HMA Cl. 1/2" PG 64 -22 ", per ton. "Commercial HMA ", per ton. 5 -05 CEMENT CONCRETE PAVEMENT 5 -05.4 Measurement (Special Provision) Section 5 -05.4 is supplemented with the following: "Cement Concrete Pavement for Traversible Island" shall be measured per cubic yard to the neat line dimensions indicated on the Plans. 5 -05.5 Payment (Special Provision) Section 5 -05.5 is supplemented with the following: ( * * * * *I Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Cement Concrete Pavement for Traversible Island ", per cubic yard. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School END OF DIVISION 5 SP -97 Bid Document March 2014 SPECIAL PROVISIONS DIVISION 6 STRUCTURES 6 -13 STRUCTURAL EARTH WALLS 6 -13.1 Description (Special Provision) Section 6 -13.1 is supplemented with the following: The work consists of constructing Structural Earth Walls and Modular Block Walls in accordance with the details in the plans. Structural Earth Walls are constructed of standard unti blocks greater than 4' in height, with geogrid reinforcing and a 6" concrete leveling pad. Modular block walls are defined as SEW walls constructed of standard unit blocks, less than 4' in height, without geogrid reinforcing. Walls constructed for this project shall have an aesthetic appearance that is a close match to the existing wall located at the SW corner of S 308th Street and Pacific Highway South. 6 -13.2 Materials (April 1, 2013 WSDOT GSP) Section 6 -13.2 is supplemented with the following: Concrete Block Faced Structural Earth Wall Materials General Materials Concrete Block Acceptability of the blocks will be determined based on the following: 1. Visual inspection. 2. Compressive strength tests, conforming to Section 6- 13.3(4). 3. Water absorption tests, conforming to Section 6- 13.3(4). 4. Manufacturer's Certificate of Compliance in accordance with Section 1 -06.3. 5. Freeze -thaw tests conducted on the lot of blocks produced for use in this project, as specified in Section 6- 13.3(4). 6. Copies of results from tests conducted on the lot of blocks produced for this project by the concrete block fabricator in accordance with the quality control program required by the structural earth wall manufacturer. The blocks shall be considered acceptable regardless of curing age when compressive test results indicate that the compressive strength conforms to the 28- day requirements, and when all other acceptability requirements specified above are met. City of Federal Way FWH and Sacajawea MS Pod Connection Safe Routes to School SP -98 1 0 r 7 L 1 J Bid Document , March 2014 0 ' SPECIAL PROVISIONS ' Testing and inspection of dry cast concrete blocks shall conform to ASTM C 140, and shall include block fabrication plant approval by WSDOT prior to the start of block production for this project. Mortar Mortar shall conform to ASTM C 270, Type S, with an integral water repellent admixture as approved by the Engineer. The amount of admixture shall be as recommended by the admixture manufacturer. To ensure uniform color, texture, and quality, all mortar mix components shall be obtained from one manufacturer for each ' component, and from one source and producer for each aggregate. Metallic Soil Reinforcement Reinforcing strips shall be composed of welded wire fabric strips conforming to ' AASHTO M 55 with wire conforming to AASHTO M 32, and attached to block connector plates conforming to ASTM A 36. Reinforcing strips and block connector plates shall be galvanized after fabrication in accordance with AASHTO M 111. ' Damage to galvanizing shall be repaired with one coat of paint conforming to Section 9- 08.1(2)B. Geosynthetic Soil Reinforcement Geogrid reinforcement shall conform to Section 9 -33.1, and shall be a product listed in Appendix D of the current WSDOT Qualified Products List (QPL). The values of Tai and Tun as listed in the QPL for the products used shall meet or exceed the values ' required for the wall manufacturer's reinforcement design as specified in the structural earth wall design calculation and working drawing submittal. ' The minimum ultimate tensile strength of the geogrid shall be a minimum average roll value (the average test results for any sampled roll in a lot shall meet or exceed the values shown in Appendix D of the current WSDOT QPL). The strength shall be determined in accordance with ASTM D 6637, for multi -rib specimens. The ultraviolet (UV) radiation stability, in accordance with ASTM D 4355, shall be a minimum of 70 percent strength retained after 500 hours in the weatherometer. The longitudinal (i.e., in the direction of loading) and transverse (i.e., parallel to the ' wall or slope face) ribs that make up the geogrid shall be perpendicular to one another. The maximum deviation of the cross -rib from being perpendicular to the longitudinal rib (skew) shall be no more than 1 inch in 5 feet of geogrid width. The maximum deviation of the cross -rib at any point from a line perpendicular to the longitudinal ribs located at the cross -rib (bow) shall be 0.5 inches. The gap between the connector and the bearing surface of the connector tab cross - ' rib shall not exceed 0.5 inches. A maximum of 10 percent of connector tabs may have a gap between 0.3 inches and 0.5 inches. Gaps in the remaining connector ' tabs shall not exceed 0.3 inches. The Engineer will take random samples of the geogrid materials at the job site. Approval of the geogrid materials will be based on testing of samples from each lot. ' A "lot" shall be defined as all geogrid rolls sent to the project site produced by the same manufacturer during a continuous period of production at the same ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -99 SPECIAL PROVISIONS manufacturing plant having the same product name. The Contracting Agency will require 14 calendar days maximum for testing the samples after their arrival at the WSDOT Materials Laboratory in Tumwater, WA. The geogrid samples will be tested for conformance to the specified material properties. If the test results indicate that the geogrid lot does not meet the specified properties, the roll or rolls which were sampled will be rejected. Two additional rolls for each roll tested which failed from the lot previously tested will then be selected at random by the Engineer for sampling and retesting. If the retesting shows that any of the additional rolls tested do not meet the specified properties, the entire lot will be rejected. If the test results from all the rolls retested meet the specified properties, the entire lot minus the roll(s) which failed will be accepted. All geogrid materials which have defects, deterioration, or damage, as determined by the Engineer, will be rejected. All rejected geogrid materials shall be replaced at no expense to the Contracting Agency. Except as otherwise noted, geogrid identification, storage and handling shall conform to the requirements specified in Section 2 -12.2. The geogrid materials shall not be exposed to temperatures less than —20F and greater than 122F. Drainage Geosynthetic Fabric Drainage geosynthetic fabric shall be a non -woven geosynthetic conforming to the requirements in Section 9 -33.1, for Construction Geotextile for Underground Drainage, Moderate Survivability, Class B. Proprietary Materials KeySystem I Wall Block alignment pins shall be fiberglass conforming to the requirements of Keystone Retaining Wall Systems, Inc. Block connector pins shall conform to AASHTO M 32, and shall be galvanized after fabrication in accordance with AASHTO M 111. Landmark Retaining Wall Lock bars shall be made of a rigid polyvinyl chloride polymer conforming to the following requirements: Property Value S ecification Specific Gravity 1.4 minimum ASTM D 792 Tensile Strength at yield 2,700 psi minimum ASTM D 638 Lock bars shall remain sealed in their shipping containers until placement into the wall. Lock bars exposed to direct sunlight for a period exceeding two months shall not be used for construction of the wall. Mesa Wall City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -100 L� fl 0 P L Bid Document , March 2014 I SPECIAL PROVISIONS Block connectors for block courses with geogrid reinforcement shall be glass fiber reinforced high- density polypropylene conforming to the following minimum material specifications: Property Polypropylene Fiberglass Content Carbon Black Specific Gravity Tensile Strength at yield Melt Flow Rate Specification ASTM D 4101 Group 1 Class 1 Grade 2 ASTM D 2584 ASTM D 4218 ASTM D 792 ASTM D 638 ASTM D 1238 Value 73 ± 2 percent 25 ± 3 percent 2 percent minimum 1.08 ± 0.04 8,700 ± 1,450 psi 0.37 ± 0.16 ounces /10 min. Block connectors for block courses without geogrid reinforcement shall be glass fiber reinforced high- density polyethylene (HDPE) conforming to the following minimum material specifications: Property HDPE Fiberglass Content Carbon Black Specific Gravity Tensile Strength at yield Melt Flow Rate 6 -13.2 Materials (Special Provision) Specification ASTM D 1248 Type III Class A Grade 5 ASTM D 2584 ASTM D 4218 ASTM D 792 ASTM D 638 ASTM D 1238 Section 6 -13.2 is supplemented with the following: UNIT FILL Value 68 ± 3 percent 30 ± 3 percent 2 percent minimum 1.16 ± 0.06 8,700 ± 725 psi 0.11 ± 0.07 ounces /10 min. Unit Fill shall consist of clean 1" minus crushed stone meeting the following gradation tested in accordance with ASTM D -422. The percent fracture requirement shall be 75% minimum. The fracture requirement shall be at least one fractured face and will apply to combined aggregate retained on the U.S. No. 4 sieve in accordance with FOP for AASHTO PT 61. Sieve Size Percent Passing 1 inch 100 3/4 inch 75 -100 No. 4 0-10 No. 50 0-5 City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -101 Bid Document March 2014 SPECIAL PROVISIONS A minimum of one (1) cubic foot of Unit Fill shall be used for each square foot of wall face. Unit fill shall be placed within cores of, between, and behind units to meet this requirement. 6 -13.3 Construction Requirements (Special Provision) Section 6 -13.3 is supplemented with the following: If an alternate wall system is proposed by the Contractor and accepted by the Engineer, the Contractor shall be responsible for identifying the limits of excavation for the proposed wall substitution. All costs associated with the expanded excavation limits, including but not limited to shoring for maintenance of driveways, roadway, business signs, luminaires, building foundations, backfill of the expanded excavation area, and restoration shall be included in the unit price for Modular Block Wall or Structural Earth Wall. Only one style of precast concrete block shall be allowed on the project. Once approved, all precast concrete blocks shall be of the same manufacture and style for all modular block and structural earth walls. 6 -13.3 Construction Requirements (April 2, 2012 WSDOT GSP) Concrete Block Faced Structural Earth Wall Concrete block faced structural earth walls shall be constructed of only one of the following wall systems. The Contractor shall make arrangements to purchase the concrete blocks, soil reinforcement, attachment devices, joint filler, and all necessary incidentals from the source identified with each wall system: Mesa Wall Mesa Wall is a registered trademark of Tensar Corporation Tensar Corporation 2500 Northwinds Parkway Suite 500 Atlanta, GA 30009 (770) 334 -2090 FAX (678) 281 -8546 www.tensarcorp.com Landmark Retaining Wall System Landmark Retaining Wall System is a registered trademark of Anchor Wall Systems, Inc. Anchor Wall Systems, Inc. 5959 Baker Road, Suite 390 Minnetonka, MN 55345 -5996 (877) 295 -5415 FAX (952) 979 -8454 City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -102 C II I i L r fl L Bid Document ' March 2014 0 ' SPECIAL PROVISIONS www.anchorwall.com KeySystem I Wall KeySystem I is a registered trademark of Keystone Retaining Wall Systems, Inc. Keystone Retaining Wall Systems, Inc. ' 4444 West 78th Street Minneapolis, MN 55435 (952) 897 -1040 ' FAX (952) 897 -3858 www.keystonewalls.com ' 6- 13.3(2) Submittals (Special Provision) ' Section 6- 13.3(2) is supplemented with the following: ' The Contractor shall submit detailed design calculations and working drawings stamped by an engineer licensed in the State of Washington. 6- 13.3(5) Precast Concrete Facing Panel and Concrete Block Erection ' Section 6- 13.3(5) is supplemented with the following: (April 2, 2012 WSDOT GSP) ' Specific Erection Requirements for Precast Concrete Block Faced Structural Earth Walls Landmark Retaining Wall When placing each course of concrete blocks, the Contractor shall pull the blocks towards the front face of the wall until the male key of the bottom face of the upper block contacts ' and fits into the female key of the top face of the supporting block below. A maximum gap of 1/8 -inch is allowed between adjacent concrete blocks, except for the base course set of concrete blocks placed on the leveling pad. A maximum gap of 1 -inch is allowed between adjacent base course concrete blocks, provided geosynthetic reinforcement for drains is in place over the gap at the back face of the concrete blocks. Lock bars shall be installed in the female key of the top face of all concrete block courses receiving geogrid reinforcement. Gaps between adjacent lock bars in the key shall not exceed 3- inches. The lock bar shall be installed flat side up, with the angled side to the back ' of the concrete block, as shown in the shop drawings. ' Geogrid reinforcement shall be placed and connected to concrete block courses specified to receive soil reinforcement. The leading edge of the geogrid reinforcement shall be maintained within 1 -inch of the front face of the supporting concrete blocks below. Geogrid ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -103 SPECIAL PROVISIONS panels shall be abutted for 100 percent backf ill coverage with less than a 4 -inch gap between adjacent panels. Backfill shall be placed and compacted level with the top of each course of concrete blocks, and geogrid reinforcement placed and connected to concrete block courses specified to receive soil reinforcement, before the Contractor may continue placing the next course of concrete blocks. Mesa Wall For all concrete block courses receiving geogrid reinforcement, the fingers of the block connectors shall engage the geogrid reinforcement apertures, both in the connector slot in the block, and across the block core. For all concrete block courses with intermittent geogrid coverage, a #3 steel reinforcing bar shall be placed, butt end to butt end, in the top block groove, with the butt ends being placed at a center of a concrete block. 6 -13.4 Measurement (Special Provision) Section 6 -13.4 is supplemented with the following: The modular block wall and structural earth wall will be measured by the square foot of completed wall in place. The vertical limits for measurement are from the top of the base leveling pad to the top of the top course of blocks of the exposed finished face. The horizontal limits for measurement are from the end of wall to the end of wall along the length of the exposed finished face. Unit Fill will not be measured for payment. 6 -13.5 Payment (Special Provision) Section 6 -13.5 is supplemented with the following: Payment will be made included in the proposal: J J !I 1 0 in accordance with Section 1 -04.1 for the followin g s e bid item when I "Modular Block Wall ", per square foot. "Structural Earth Wall ", per square foot The unit contract price per square foot for Modular Block Wall shall be full compensation for the complete construction of the retaining wall as shown in the Plans. This includes all other items as may be required to complete the work as specified including but not limited to modular block units, shoring, unit fill, shear connectors, cap units, base leveling pad, backfill, excavation, haul and underdrain. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School END OF DIVISION 6 SP -104 i 17 Bid Document ' March 2014 r-, L� ISPECIAL PROVISIONS i L n '1 1 1 ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -105 SPECIAL PROVISIONS DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7 -04 STORM SEWERS 7 -04.2 Materials (Special Provision) Section 7 -04.2 is supplemented with the following: Storm sewer used in this project includes reinforced concrete storm sewer pipe, Class IV unless noted otherwise in the Contract Plans. Concrete pipe material, gaskets, and couplings shall be in accordance with Section 9 -05.7 of the Standard Specifications and as modified in these special provisions. Class 50 ductile iron storm sewer pipe, where identified on the Plans, shall conform to the requirements of 9- 05.13. The Contractor shall require the pipe suppliers to furnish certificates signed by their authorized representatives stating the specifications to which the materials or products were manufactured. Certificates indicating non - conformance with these Specifications shall be sufficient evidence for rejection. Precast concrete materials shall not be shipped until pipe suppliers have provided documentation that materials have been properly cured. Approval of certificates shall be considered only as tentative acceptance of the materials or products, and such action by the Engineer will not relieve the Contractor of its responsibility to perform field tests and to replace or repair faulty materials, equipment, and /or workmanship. 7 -04.3 Construction Requirements (Special Provision) Section 7 -04.3 is supplemented with the following: Pipe Joints: All concrete pipe joints shall be rubber gasketed; except connections made between dissimilar existing and new pipe materials shall be made utilizing WSDOT Standard Plan B- 60.20 -00 connection collar. Backfill and compaction: Water settling will not be permitted. Backfill shall be compacted by mechanical tampers in accordance with Section 2- 03.3(14)C "Method B" of the Standard Specifications. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -106 1 n h, i C 11 L r Bid Document , March 2014 -7 SPECIAL PROVISIONS ' Existing storm sewer facilities: The Contractor shall field verify the location of existing storm sewer facilities. All facilities shown on the plan but not noted for removal shall be protected and remain operational throughout construction. ' 7- 04.3(1) Cleaning and Testing (Special Provision) Section 7- 04.3(1) is supplemented with the following: Cleaning and testing of storm sewer pipe shall be in accordance with Section 7- 04.3(1) of the Standard Specifications, except as modified herein: Prior to testing, storm sewers will be visually inspected by the Engineer's representative either by external physical observation before backfilling, by physical observation from inside the pipe, or by video inspection methods, at the discretion of the Engineer. The contractor shall provide all necessary video inspection and /or safety equipment, including mechanical ventilation, as requested by the Engineer, with all related costs to be included in the unit bid price of the related item. Any departures from the best construction practices, such as pipe line misalignment, presence of foreign matter in the pipes or catch basins, poor catch basin ' construction, etc., shall be corrected by the Contractor at the Contractor's own expense. Testing will not be authorized until such corrections have been made to the satisfaction of the Engineer. ' Should high groundwater conditions be encountered, the completed storm sewers may be required to be infiltration tested. Infiltration testing shall be utilized only when ordered by the Engineer. ' 7- 04.3(2) Coordination with Utility Companies (Special Provision) ' Section 7- 04.3(2) is added: It is anticipated that minor adjustments will need to be made by the utility companies to avoid the proposed storm drainage system. Known relocations not to be performed by the ' Contractor have been shown on the Plans to be performed "by others ". The Contractor shall identify any additional utility crossings that may conflict with the storm drainage system and notify the Engineer immediately prior to construction in vicinity of conflicts. The Contractor is responsible for coordinating anticipated relocation work with the respective utility companies. This coordination shall include contacting the utility company representative listed in Section 1- 05.14(A) of these Special Provisions at least fifteen (15) working days prior to installing storm drain pipe that may conflict with the utility companies' respective facilities; and coordinating the construction of the storm drainage system with the respective utility construction crews. Coordination with utility companies shall be considered incidental to the Contract and no additional compensation will be made. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -107 SPECIAL PROVISIONS 7- 04.3(3) Utility Clearances (Special Provision) Section 7- 04.3(3) is added: ( * * * * *I Foam board, that is 6.0 pounds per cubic ft. closed cell Polyethylene foam, shall be placed between the storm pipe and other utilities for vertical clearances less than 6- inches and shall be incidental to other bid items. 7 -04.4 Measurement (Special Provision) Section 7 -04.4 is supplemented with the following: "Class 50 Ductile Iron Storm Sewer Pipe _ In. Diam. ", shall be measured per linear foot. Storm Drain stub shall be measured and paid per the type and size of storm sewer pipe installed. Caps and timber marker post shall not be measured for payment, but shall be considered incidental to the linear foot cost of storm sewer pipe of the size and type installed. Excavation Class B, backfill (with native material), pipe zone bedding, compaction of the pipe trench backfill, connections between dissimilar existing and new pipe materials, and testing will not be measured as these items are incidental to the drainage pipe pay items. 7 -04.5 Payment (Special Provision) Section 7 -04.5 is supplemented with the following: Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Class IV Reinf. Conc. Storm Sewer Pipe _ In. Diam. ", per linear foot. "Class 50 Ductile Iron Storm Sewer Pipe _ In. Diam. ", per linear foot. The unit contract price per linear foot of storm sewer pipe of the type and size specified shall be full pay for furnishing all labor, tools, equipment, and materials necessary for its complete installation, including, but not limited to, all pavement removal, trench excavation, dewatering (if required), temporary flow bypass, laying pipe, pipe bedding, backfill (with native material), compaction, connection to new or existing storm sewers or drainage structures, surface restoration, haul and disposal of trench material to be wasted including unsuitable material, cleaning and testing costs related to maintaining existing drainage system during construction or to provide temporary drainage systems, and temporary patching hot mix to allow for the passage of traffic. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -108 L IL IJ i 1 Bid Document ' March 2014 n L i 17- , L 1 r !J i I 1 C' SPECIAL PROVISIONS If the Engineer determines that the native material is not satisfactory for trench backfill, Gravel Borrow For Trench Backfill Incl. Haul shall be used and paid for under Section 2 -03 in these Special Provisions. 7 -05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7 -05.1 Description (Special Provision) Section 7 -05.1 is supplemented with the following: In the first paragraph, replace "Standard Plans" with "City of Federal Way Standard Drawings" Type 1 Catch Basins shall be constructed per City of Federal Way Standard Dwg 4 -1. Type 2 Storm Manholes shall be constructed in accordance with City of Federal Way Standard Dwgs 4 -3 and 4 -4. Concrete Inlets shall be constructed in accordance with Washington Department of Transportation Standard Plan B- 25.60 -00. Where shown on the plans and as detailed, or as designated by the Engineer, the Contractor shall adjust catch basins to grade, install solid cover and frame on existing catch basin, install round solid cover with conversion riser as required on existing catch basins, and install heavy duty manhole frame and lids. All lids and frames shall be locking unless shown as non - locking on plans or directed otherwise by the Engineer. Vaned grates and associated frame (Federal Way Dwgs. 4 -6 and 4 -10) shall be used for all catch basins unless noted in the plans or directed otherwise by the Engineer. Place anti -seize compound on all locking lid bolts prior to the final project punch list inspection. 7 -05.3 Construction Requirements (Special Provision) Section 7 -05.3 is supplemented with the following: Backfill around catch basins shall be compacted by mechanical tampers in accordance with Section 2- 03.3(14)C "Method B" of the Standard Specifications. Catch basin cover frames shall be installed on precast rings or as directed by the Engineer. All bricks shall be installed with full mortar coverage and shall be plastered to a depth of 3/4 inch on the outer surface. Catch basin covers shall be adjusted to the rim elevations indicated on the Plans. A locking vaned grate and associated frame shall be installed on manholes and catch basins located where they will accept runoff. Bi- directional locking vaned grates shall be installed at ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -109 Bid Document March 2014 SPECIAL PROVISIONS I all roadway sag locations and at low points along curb returns. (Reference City of Federal Way Standard Drawings No. 4 -10 for standard vaned grate and 4 -6 for standard frame). All structures not receiving surface runoff shall include round solid locking lids; except rectangular solid locking lids shall be used where indicated on the plans or directed by the Engineer. Catch basins shall include conversion risers per plan detail to accommodate round lids where indicated in the plans or directed by the Engineer. All structures, new or existing, located within the proposed wheel path shall utilize heavy duty round solid locking lids. A solid locking manhole cover and associated frame shall be installed on manholes and catch basins where they will not accept concentrated runoff and are not located in the wheel path of ' a traveled lane. (Reference City of Federal Way Standard Drawings No. 4 -12 for solid cover and 4 -13 for standard frame.). 7- 05.3(1) Adjusting Manholes Valve Boxes and Catch Basins to Grade ' (Special Provision) Section 7- 05.3(1) is supplemented with the following: Manholes, valve boxes, catch basins, and other structures shall not be adjusted to final grade until the adjacent pavement is completed, at which time the center of each structure shall be carefully relocated from references previously established by the Contractor. The asphalt concrete pavement shall be removed to a neat circular shape for manholes and catch basin conversion risers and a neat rectangular shape for type 1 catch basins. The edge of the cut shall be 1 foot from the outside edge of the cast iron frame of the structure. The base materials and crushed rock shall be removed. The manhole and catch basin frames shall be lifted and reset to the final grade, plumb to the roadway, and shall remain operational and accessible. Commercial class concrete shall be placed in the entire void up to within, but not to exceed, 3 inches of the finished pavement surface. The Contractor shall adjust the manholes and catch basins with pre -cast grade rings and mortar, or tapered or non - tapered Infra - Riser@ rubber adjustment rings as manufactured by East Jordan Ironworks or approved equal, with a maximum 2 -inch thickness, as required. Metal adjustment rings shall not be used. If more than three grade rings are required to adjust a manhole to final grade, including existing grade rings, the Contractor shall remove the existing cone section, install a pre -cast manhole section of sufficient height to limit the number of grade rings to a maximum of three, and reinstall the cone section prior to paving operations. Cover and grate frames shall be securely grouted to the structure. Where existing structures are located within the wheel path of a proposed travel lane, catch basins adjusted to grade shall also include conversion risers and heavy duty locking covers per Section 7- 05.3(9). A minimum of twenty -four hours after placement of the concrete or as directed by the Engineer, the edges of the removed asphalt pavement, the concrete surface, and the outer edge of the reset frame shall be painted with asphalt for tack coat. Hot Mix Asphalt top course shall then be placed and properly compacted to finished grade. The Hot Mix Asphalt (HMA) top course shall meet the requirements of Section 5 -04 of the Standard Specifications. The joint between the patch and existing pavement shall then be painted with asphalt for tack coat and immediately covered with dry paving sand before the asphalt for tack coat solidifies. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -110 i J Bid Document , March 2014 ' SPECIAL PROVISIONS See Section 7 -05.3 of these special provisions for ring & cover and frame & grate requirements as applicable to both existing and proposed structures. ' 7- 05.3(3) Connections to Existing Manholes (Special Provision) Section 7- 05.3(3) is supplemented with the following: (** * * *I ' The requirements of this section shall also apply to connections to existing catch basins. 7- 05.3(5) Connection to Existing Pipe ' (Special Provision) Section 7- 05.3(5) is added: The contractor shall connect (or reconnect) existing pipes to the new manholes or catch basins without obstructing flow from upstream locations. All costs associated with this work shall be included in the unit contract prices for the related items of work, where the related items of work are defined as the closest drainage item for which a pay item is provided. ( * * * * *I 7- 05.3(8) Round Locking Solid Cover (Special Provision) Section 7- 05.3(8) is added: Remove existing frame and grate and provide conversion riser with new frame with round solid locking cover for existing structures to remain but will no longer receive surface drainage. Provide conversion riser in accordance with the plan detail and the frame and cover per requirements of Section 7 -05.3, and Federal Way Standard Drawings 4 -12 for Locking Manhole Cover and 4 -13 for Locking Manhole Frame. Round locking solid covers shall be ' included with the applicable structure regardless of type (standard or heavy duty frame and lid). Conversion risers shall be measured and paid for under a separate bid item. 7- 05.3(9) Heavy Duty Castings Section 7- 05.3(9) is added: Provide a heavy duty locking ring and cover or locking vaned grate, in accordance with the requirements of Section 7 -05.3 and manufacturer installation instructions, for drainage structures in the wheel path of the traveled roadway as noted in the plans. Provide a rectangular to round conversion riser for existing or proposed structures where required by the plans. City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 ' SP -111 SPECIAL PROVISIONS The Heavy Duty Manhole Frame and Lid shall be manufactured from ductile iron. Covers shall be hinged and incorporate a 90- degree blocking system to prevent accidental closure and come complete with hinge infiltration plug. The lid shall be operable by one person using standard tools and capable of withstanding a test load of 100,000 lbs. Frames shall be circular, compatible with City of Federal Way standard top slab openings, incorporate a seating ring, and be available in a 24 -inch clear opening. The frame depth shall not exceed 4 inches, and the flange shall incorporate bedding slots and bolt holes. All components shall be black coated. Frame weight: 73 lbs. Cover weight: 122 lbs. Total weight: 195 lbs. The Heavy Duty Manhole Frame and Lid shall be Rexus 24 -inch Manhole Cover and Frame (or approved equal) as manufactured by the Certainteed Corporation. (Optional local distributor: Titus Industries located at 62292 Byram Road, Bend, OR 97701, Email: ItitusOneverleek.com or phone at: 541 - 389 - 1975). Heavy duty rings and covers shall be considered incidental to the structure installed and will not be measured for separate payment. 7 -05.4 Measurement (Special Provision) Section 7 -05.4 is supplemented with the following: (**** *I "Concrete Inlet" will be measured per each. "Catch Basin Type 1" will be measured per each. "Catch Basin Type 1 -L" will be measured per each. "Adjust Catch Basin" will be measured per each. "Adjust Sewer Manhole" will be measured per each. "Connection to Existing Drainage Structure" will be measured per each. "Furnish and Install Rectangular Solid Metal Cover and Frame" will be measured per each. 7 -05.5 Payment (Special Provision) Section 7 -05.5 is supplemented with the following: Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Concrete Inlet" per each. "Catch Basin Type 1" per each. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -112 i L -1 J u G IU Bid Document , March 2014 L rl h 0 1 L SPECIAL PROVISIONS "Catch Basin Type 1 L" per each. "Catch Basin Type 2, 48 In. Diam." per each. The unit contract price per each for all bid items above shall be full pay for furnishing all labor, tools, equipment, and materials necessary to complete each unit according to the Plans and Specifications. This includes all pavement removal and disposal, structure excavation class B, dewatering (if required), temporary flow bypass, connections to existing and new pipe, foundation material, bedding, backfill, compaction, surface restoration, testing, and furnishing and placing of all accessories such as traps, steps or ladders, control orifice risers, weirs, orifice plates, temporary patching hot mix to allow for the passage of traffic, and other items as applicable. Frames and grates or rings and covers (standard duty or heavy duty where called for on the plans) shall also be considered included in the catch basin bid items to which they apply. "Adjust Catch Basin ", per each. "Adjust Sewer Manhole ", per each. The unit contract price for "Adjust Catch Basin" and "Adjust Sewer Manhole ", per each, applies to all existing storm drainage catch basins, valves and manholes and includes all labor, tools, equipment, and materials necessary to adjust drainage structures to finished grade, temporary patching hot mix to allow for the passage of traffic, restoration of the area around the adjusted structure, and providing new rings and covers or frames and grates. Rings and covers (whether standard duty or heavy duty as called for in the Plans.) as well as frames and grates, grade rings and adjustment risers (concrete or Infra - Riser) shall be considered incidental to this bid item and will not be measured for separate payment. "Connection to Existing Drainage Structure ", per each The unit contract price for "Connection to Existing Drainage Structure ", per each, applies to connecting new storm drain pipe to existing storm drainage catch basins and manholes and includes all labor, tools, equipment, and materials necessary to core drill the existing drainage structure and provide the necessary pipe connection. "Furnish and Install Rectangular Solid Metal Cover and Frame ", per each. "Furnish and Install Vaned Grate and Frame ", per each. 7 -08 GENERAL PIPE INSTALLATION REQUIREMENTS ' 7 -08.3 Construction Requirements (Special Provision) Section 7 -08.3 is supplemented with the following: The Contractor may encounter groundwater in trench excavation depending on trench depth. The Contractor shall not dewater the excavation with wells or well points but shall keep the excavated trench free of water during pipe installation. This may be done with sheet piling and ' City of Federal Way FWH and Sacajawea MS Bid Document Pod Connection Safe Routes to School March 2014 ' SP -113 SPECIAL PROVISIONS pumping within the excavation or other methods approved by the Engineer. The Contractor shall assess the situation and develop a plan to accommodate construction in groundwater. The Contractor shall be solely responsible for this groundwater /trench excavation control plan. All costs related to trench dewatering shall be included in the related items of work. 7- 08.3(3) Backfilling (Special Provision) Section 7- 08.3(3) is supplemented with the following: Initial backfilling Backfill shall be overloading. shall be performed only after inspection and approval of the installed pipe. ' accomplished in such a manner that the pipe is not damaged by impact or All backfill for pipe trenches shall be mechanically compacted by a power operated mechanical , tamper(s) as specified in Sections 7- 08.3(3) of the Standard Specifications or other mechanical compaction device approved by the Engineer. If there is an excess of acceptable backfill material obtained from trench excavation at one location on the project, it shall be used at other locations on the project as directed by the Engineer. Native backfill stockpiles shall be protected to prevent excessive wetting. The cost of transporting the excess backfill material shall be considered incidental to the pipe or structure backfilled. END OF DIVISION 7 ' I' jl u 7 L Lam' City of Federal Way ' FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -114 ' I I PROVISIONS SPEC AL DIVISION 8 MISCELLANEOUS CONSTRUCTION 8 -01 EROSION CONTROL AND WATER POLLUTION CONTROL 8- 01.3(2) Seeding, Fertilizing, and Mulching 8- 01.3(2)8 Seeding and Fertilizing (Special Provision) Section 8- 01.3(2)8 is supplemented with the following: Where feasible, the hydroseeding method of application shall be used. A slurry consisting of seed, fertilizer, mulch and water shall be uniformly applied over all unpaved disturbed areas at the back of sidewalk as outlined in Section 8 -02.3 (17) of these Special Provisions. Hydroseed mix shall conform to Section 9 -14.2 of these Special Provisions. Fertilizer shall conform to Section 9 -14.3 of these Special Provisions. 8- 01.3(2)D Mulching (Special Provision) Section 8- 01.3(2)D is supplemented with the following: Hydroseed mulch shall be applied at a rate of 2000 pounds per acre. 8 -01.5 Payment (Special Provision) Section 8 -01.5 is supplemented with the following: Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "ESC Lead ", per day "Inlet Protection ", per each "Erosion/Water Pollution Control ", per force account 8 -02 ROADSIDE RESTORATION 8 -02.1 Description (Special Provision) Supplement The first paragraph of Section 8 -02.1 is revised to read: City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -115 SPECIAL PROVISIONS ' This work shall consist of furnishing and placing topsoil, seeding, mulch, trees and roadside planting for property restoration, accordance with these Specifications and as shown in the I Plans or as directed by the Engineer. All plant materials required by the Bid Documents shall be plant species including plant I establishment (PSIPE) per the Standard Specifications. 8 -02.2 Materials (Special Provision) Section 8 -02.1 is supplemented with the following: Supplement I Topsoil Type A Section 9- 14.1(1) (as modified by these special provisions) Seed Section 9 -14.2 (as modified by these special provisions) 8 -02.3 Construction Requirements 8- 02.3(1) Responsibility During Construction (Special Provision) Section 8- 02.3(1) is supplemented with the following: u Supplement I Landscape construction is anticipated to begin after all curbs, sidewalks, walls, and associated roadside work is completed. Landscape materials shall not be installed until weather permits and installation has been authorized by the Engineer. If water restrictions are anticipated or in ' force, planting of landscape materials may be delayed. Throughout planting operations, the Contractor shall keep the premises clean, free of excess , soils, plants, and other materials, including refuse and debris, resulting from the Contractor's work. At the end of each work day, and as each planting area is completed, it shall be neatly dressed, and all surrounding walks and paved areas shall be cleaned to the satisfaction of the ' Engineer. No flushing will be allowed. At the conclusion of work, the Contractor shall remove surplus soils, materials, and debris from the construction site and shall leave the project in a condition acceptable to the Engineer. 8- 02.3(4) Topsoil (Special Provision) Supplement Section 8- 02.3(4) is supplemented with the following: ( * * * **I Topsoil Type A shall conform to Section 9- 14.1(1) of these Special Provisions and shall be supplied by a Contractor's supplied source, and as approved by the Engineer. , City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School Bid Document March 2014 SP -116 I ISPECIAL PROVISIONS 8- 02.3(5) Planting Area Preparation (Special Provision) Supplement Section 8- 02.3(5) is supplemented with the following: Thoroughly scarify subgrade in tree, and seeded lawn areas to a minimum depth of six - inches (6 ") except within critical root zones of existing trees to remain, as noted on plans. Scarified subgrade shall be inspected and approved by the Engineer prior to the placement of topsoil. Remove all construction debris and rocks over two - inches (2 ") in diameter prior to placing topsoil. Upon approval of the subgrade, place Topsoil Type A in areas to be seeded as indicated on the Plans. Topsoil Type A shall be used in any areas requiring additional soil to bring subgrade up to grade, prior to the placement of required depth of topsoil A as noted on the plans. Topsoil A shall be installed to a minimum depth of 4 inches lightly compacted depth in all seeded areas, unless otherwise noted on plans. Lightly compact soil and establish a smooth and uniform finished grade to allow to surface drainage and prevents ponding. The areas shall be brought to a uniform grade, 1 inch, or the specified depth of mulch, below walks, curbs, junction and valve boxes, and driveways, unless otherwise specified. The costs of removing all excess material and debris shall be considered incidental to and included in the unit contract prices of other items in this contract. Topsoil shall not be placed until the Engineer has approved the planting area subgrade. 8- 02.3(8) Planting (Special Provision) Supplement Section 8- 02.3(8) is supplemented with the following: All Topsoil Type A required to pit plant trees and bark mulch for topdressing, as specified on the plans, shall be considered incidental to and included in the unit contract price of the trees. 8- 02.3(10) Fertilizer (Special Provision) Supplement Section 8- 02.3(10) is supplemented with the following: City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -117 SPECIAL PROVISIONS I Fertilizer shall be a standard commercial grade of organic or inorganic fertilizer as specified ' herein. All fertilizers shall be furnished in standard unopened containers with weight, name of plant nutrients and manufacturer's guaranteed statement of analysis clearly marked, in accordance with State and Federal law. ' Seeded areas and trees shall be fertilized at a rate according to fertilizer manufacturer's recommendations. I 8- 02.3(17) Property Restoration ' (Special Provision) New Section Section 8- 02.3(17) is a new section: , Property restoration shall consist of placement of additional plant materials, sod, seed, bark ' mulch, slope restoration behind sidewalks, timber edgings, installing and replacing private wood and chain link fencing and other work not currently identified on the plans, as directed by the Engineer. , The Contractor is specifically reminded that any unnecessary damage caused by construction activities will be repaired at the Contractor's expense. Restore all disturbed areas to original condition or better. Grass areas shall be restored with hydroseed where directed. , Removal of tree roots outside the limits of construction, as directed by the Engineer and under the supervision of a certified arborist, shall be paid for under "Property Restoration ". Topsoil shall be Type A and Bark Mulch shall be medium grade fir or hemlock. All materials shall conform to Sections 9 -14 Erosion Control and Roadside Planting and 9 -15 Irrigation System of the Standard Specifications. The force account provided for property restoration also includes any adjustments and or , replacements of existing irrigation systems not covered under Section 8 -03 Irrigation System of the Special Provisions. This work shall also consist of modifying existing landscape lighting systems as may become necessary by these improvements. ' The Contractor is advised that protecting existing private irrigation and lighting systems from damage does not constitute a basis for claim or extra work. "Property Restoration" has been ' provided as a basis for modifications or improvements to private lighting systems and irrigation systems that may become necessary, but could not be foreseen prior to construction. City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -118 SPECIAL PROVISIONS ' 8 -02.5 Payment (Special Provision) Supplement ' Section 8 -02.5 is supplemented with the following: ' Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Topsoil Type A ", per cubic yard "Seeded Lawn Installation ", per square yard ' "Property Restoration ", per force account ' "PSIPE, Plant Species, Size..." per each including plant establishment. The unit contract price for "PSIPE ", per each, shall be full compensation for all materials, labor, tools, equipment, and supplies necessary for weed control within the planting area, planting area preparation, fine grading, planting, cultivating, watering, and cleanup for the particular items called for in the Plans. ' All costs associated with plant establishment shall be considered incidental to and included in the unit contract price for planting materials. 8 -03 IRRIGATION SYSTEMS 8 -03.1 Description ' (Special Provision) Section 8 -03.1 is supplemented with the following: The work shall consist of installing a fully functioning and complete landscape irrigation ' system. Some private irrigation systems exist within the project limits which may be impacted by the project improvements. The Contractor shall minimize the impacts to these facilities to the ' maximum extent possible. In the event that irrigation systems are found to encroach within the limits of the project improvements, they shall be modified as necessary per Engineer directed force accounts to ensure satisfactory operation upon completion of the improvements. ' 8 -03.3 Construction Requirements (Special Provision) ' Section 8 -03.3 is supplemented with the following: City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -119 SPECIAL PROVISIONS 1 ( * * * * *I 1 The Contractor shall apply and pay for associated fees for water meter and installation through the Lakehaven Utility District. Permit fees will be reimbursed at actual invoice cost in accordance with Section 8- 03.3(15). Application review may take up to 6 weeks. ' The Contractor shall provide, install and set the irrigation meter in location as shown on the Plans. The Contractor shall coordinate installation and all required inspections with the , Lakehaven Utility District. All work shall be in strict conformance with the Lakehaven Utility District Water System and ' Sewer Standards, together with the plans, details and manufacturer's written information regarding recommended installation procedures. References to the use of galvanized pipe in the Standard Specifications and Amendments shall be replaced with Schedule 80 PVC or ' other Engineer accepted pipe material. Install battery powered controllers, two(2) station, per group of automatic control valves location as shown on Plans and as specified in these Special Provsions Section 9 -15.3 ' Automatic Controllers. Supply one hand held programmer for system. Private sprinkler irrigation systems found to encroach within the limits of improvements shall be modified as necessary to remove the encroachment and to ensure satisfactory operation of the remaining system. The Contractor shall ensure that existing private systems remain in operation during the construction of this project. The Contractor shall furnish temporary water to disconnected existing irrigation systems. Private irrigation systems that have been damaged during construction activities shall be repaired within 5 working days. 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. 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. 8- 03.3(7) Flushing and Testing (Special Provision) Section 8- 03.3(7) is supplemented with the following: The Contractor shall pretest and prove functional then advise the Engineer at least 48 hours before pressure and coverage tests are to be conducted and shall have the approval of the Engineer before backfilling. Mainlines shall be tested at 140 PSI and PVC lateral lines at 50 PSI. Before the sprinkler system will be accepted, the Contractor, in the presence of the Engineer, shall perform a sprinkler head water coverage test to determine if the water coverage and operation of the system is complete and satisfactory. If any part of the system is inadequate it shall be repaired or replaced at the Contractor's expense and the test repeated until accepted. The entire sprinkler system shall be guaranteed by the Contractor to give complete and satisfactory service for a period of one year from the date of Initial Planting Acceptance by the City of Federal Way. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -120 Bid Document March 2014 Ali C II I� ' Any labor, materials, or equipment necessary to prepare the necessary applications to obtain SPECIAL PROVISIONS ' Should any trouble develop within the one year period, which in the opinion of the Engineer, is due to faulty material or workmanship, the trouble shall be corrected, without delay, to the satisfaction of the Engineer at the Contractor's expense. ' (Special Provision) All backfilled trenches shall be repaired by the Contractor at his expense, including restoration of plant materials. ' 8- 03.3(15) Lakehaven Utility District Connection Fees ' (Special Provision) No separate measurement will be made for Lakehaven Utility District Connection Fee, as all Section 8- 03.3(15) is a new section: Fees payable to the Lakehaven Utility District for permitting and connection of one irrigation meter will be reimbursed at actual cost. ' Application review for meter installation may take up to 6 weeks. For the purpose of providing a common proposal, and for that purpose only, the Contracting Agency has estimated the cost of permit fees and has arbitrarily entered that amount in the bid proposal to become part of the total bid by the Contractor. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -121 Any labor, materials, or equipment necessary to prepare the necessary applications to obtain the permit and coordinate necessary inspections and approval shall be included in the lump sum price bid for `Automatic Irrigation System, Complete' and shall not be reimbursable under the item 'Lakehaven Utility District Connection Fees'. 8 -03.4 Measurement ' (Special Provision) Section 8 -03.4 is supplemented with the following: Measurement for Automatic Irrigation System, Complete will be by lump sum for the ' installation of the new irrigation system within the City's right -of -way outlined in the contract documents, complete and in full operating condition. No separate measurement will be made for Lakehaven Utility District Connection Fee, as all work shall be reimbursed at actual cost. 8 -03.5 Payment 1 (Special Provision) Section 8 -03.5 is supplemented with the following: Payment will be made in accordance with Section 1 -04.1 for the following bid items when ' included in the proposal: ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -121 SPECIAL PROVISIONS I "Automatic Irrigation System Complete ", per lump sum I The lump sum contract price for Automatic Irrigation System, Complete shall be full compensation for furnishing all labor, materials, tools, and equipment necessary or incidental ' to the construction of the complete and operable sprinkler irrigation system as shown in the Plans or as directed by the Engineer. All costs for furnishing and installing backflow preventer, vault enclosures, valves, piping, and , all other required components for a fully functional system where indicated and as detailed in the Plans and all costs of inspections and tests performed on Cross Connection Control shall ' be considered incidental to and included in the unit contract price for Automatic Irrigation System. "Lakehaven Utility District Connection Fees ", per force account. u The Contractor shall pay the Lakehaven Utility District access fees at the time they purchase the meters. Payment for Lakehaven Utility District Connection Fee shall be a reimbursement , for actual permit cost and no additional payment will be made. 8 -04 CURBS, GUTTERS, AND SPILLWAYS ' 8 -04.1 Description (Special Provision) ' Section 8 -04.1 is supplemented with the following: This work shall also consist of constructing cement concrete curbs and retaining walls integral with the sidewalk in accordance with these Specifications and in conformity with the dimensions and cross - sections shown in the Plans and to the lines and grades as staked. , 8 -04.3 Construction Requirements (Special Provision) , Section 8 -04.3 is supplemented with the following: The sub -base for curb and gutter sections shall be compacted to 95 percent density at or below optimum moisture content, as per Section 2- 03.3(14)D revised, before placing the curb and gutter. 1 White - pigmented curing compounds will not be allowed. ") ' The top of the finished concrete shall not deviate more than one - eighth (1/8 in ten feet (10') or the alignment one - fourth (1/4 ") in ten feet (10'). Where shown on the Plans, the concrete curb will be ramped for wheel chairs as shown in the ' City Standard Plan Details. Where shown on the plans, the Contractor shall paint the curbs with 2 -coats of yellow paint. ' Paint and application shall conform to the Standard Specifications for traffic paint striping. City of Federal Way FWH and Sacajawea MS Bid Document ' Ped Connection Safe Routes to School March 2014 SP -122 I I SPECIAL PROVISIONS 8- 04.3(3) Painting of Curbs (Special Provision) Section 8- 04.3(3) is supplemented with the following: When shown on the plans, concrete curbing shall be painted with two full coats of Paint formula No. H -2 -83 or H -3 -83 as shown on the plans or directed by the Engineer. The paint can be applied by brush or spray. 8 -04.4 Measurement (Special Provision) Section 8 -04.4 is supplemented with the following: All curbs and curb and gutter will be measured by the linear foot along the line and slope of the completed curb and gutter. Painting of curbs will not be measured and is considered incidental to the unit price of the type of curb. 8 -04.5 Payment (Special Provision) Section 8 -04.5 is supplemented with the following: Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Cement Conc. Traffic Curb and Gutter ", per linear foot. "Extruded Curb, Type 6 ", per linear foot. "Roundabout Truck Apron Cem. Conc. Curb and Gutter ", per linear foot. 8 -06 CEMENT CONCRETE DRIVEWAY ENTRANCES 8 -06.3 Construction Requirements (Special Provision) Section 8 -06.3 is supplemented with the following: Section 1 -07 of these Special Provisions describes the restriction to driveway closures and construction that will be in place for this contract. To meet these requirements, the Contractor City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -123 Bid Document March 2014 SPECIAL PROVISIONS may use a quick setting concrete. The Engineer shall approve the quick- setting mix prior to use. Driveway entrances shall be constructed per City of Federal Way Standard Details. 8 -06.5 Payment (Special Provision) Section 8 -06.5 is supplemented with the following: Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Cement Conc. Commercial Driveway Entrance 3- Day ", per square yard. "Cement Conc. Residential Driveway Entrance 3- Day ", per square yard. 8 -07 PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB 8 -07.5 Payment (Special Provision) Section 8 -07.5 is supplemented with the following: Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Precast Concrete Sloped Mountable Curb ", per linear foot. 8 -09 RAISED PAVEMENT MARKERS 8 -09.3 Construction Requirements (Special Provision) Section 8 -09.3 is supplemented as follows: RPMs shall be installed per City of Federal Way Standard Details 8 -09.5 Payment (Special Provision) Section 8 -09.5 is supplemented as follows: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School Bid Document , March 2014 SP -124 I n u [1 C SPECIAL PROVISIONS Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Raised Pavement Marker Type 2 ", per Hundred. 8 -12 CHAIN LINK FENCE AND WIRE FENCE 8 -12.2 Materials (August 3, 2009 WSDOT GSP) Section 8 -12.2 is supplemented with the following: Proposed fencing at SE corner of S308th St and Pacific Hwy S shall match existing fence that it is tie -ing into. Coated Chain Link Fence Chain link fence fabric shall be hot -dip galvanized with a minimum of 0.8 ounce per square foot of surface area. Fencing materials shall be coated with an ultraviolet- insensitive plastic or other inert material at least 2 mils in thickness. Any pretreatment or coating shall be applied in accordance with the manufacturer's written instructions. The Contractor shall provide the Engineer with the ' manufacturer's written specifications detailing the product and method of fabrication. The color shall match Federal Standard 595 color number * ** 37038 * * *, or be as approved by the Engineer. ' Samples of the coated fencing materials shall be approved by the Engineer prior to installation on the project. ' The Contractor shall supply the Engineer with 10 aerosol spray cans containing a minimum of 14 ounces each of paint of the color specified above. The touch -up paint shall be compatible with the coating system used. ' Wood fence, where indicated on the Plans, shall match existing fence that is being tied into. 8 -12.5 Payment (Special Provision) Section 8 -12.5 is supplemented with the following: ( * * * * *I Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: ' "Black Vinyl Coated Chain Link Fence ", per linear foot. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 ' SP -125 SPECIAL PROVISIONS "Wood Fence ", per linear foot. 8 -13 MONUMENT CASES 8 -13.5 Payment (Special Provision) Section 8 -13.5 is supplemented with the following: Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Adjust Monument Case and Cover ", per each. 8 -14 CEMENT CONCRETE SIDEWALKS 8 -14.1 Description (Special Provision) Section 8 -14.1 is supplemented with the following: This Work shall also consist of providing Cement Concrete Sidewalks, Pervious Cement Concrete Sidewalks, Stamped Concrete Finish, curb ramps including detectable warning patterns. Pervious Cement Concrete Sidewalk The construction of pervious cement concrete sidewalk shall be in accordance with details shown in the Plans and these Special Provisions. Completed pervious concrete sidewalk shall conform to the lines, grades, thicknesses and typical cross - sections shown in the Plans or established by the Engineer. Materials, production and placement of pervious cement concrete shall meet the specifications for Pervious Concrete Pavement, American Concrete Institute (ACI) Specification 522.1 -08 and as modified in these Special Provisions. The Contractor shall submit information satisfactorily demonstrating to the Engineer the Contractor's successful completion of previous pervious concrete projects within the last five years of similar scope and size, including certification as a National Ready Mixed Concrete Association (NRMCA) Pervious Concrete Contractor Certification Program "Pervious Concrete Installer ". The submittal shall include project names and locations, the names and contact information for the owners, photographs of the completed work, a copy of the Pervious Concrete Installer certificate, and a detailed description of the methods and equipment implemented for the pervious concrete placement, and shall submitted to the Engineer on or before the Pre - Construction Conference, or at least 7- calendar days prior to performing the Work. 8 -14.2 Materials (Special Provision) Section 8 -14.2 is supplemented with the following: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -126 Bid Document , March 2014 ' c. Control and expansion joints in unit masonry. SPECIAL PROVISIONS The Cement Concrete Sidewalk and curb ramps shall be constructed in accordance with Section 8- 14 of the Standard Specifications using air - entrained Class 3000 concrete except as hereinafter ' amended. Curb ramp construction shall conform to WSDOT standard drawings as noted and detailed on the ' Plans and shall include detectable warning surface mats. ' Detectable warning mat shall be detectable warning systems manufactured of diamond -hard vitrified polymer, truncated dome tiles that meets industry standard for durability, weather resistance and wear resistance. Detectable warning mat shall be brick red. Contractor shall ' provide a color sample to be approved by the Engineer prior to installation. Detectable warning patterns shall be installed per manufacturer's recommendations. Elastomeric sealant shall be a two - component, premium grade, polyurethane -based / non - sag sealant, color — light grey, comply with ASTM C920, Type M, Grade NS, Class 25, rated for exterior ' joints in vertical and horizontal surfaces such as, but not limited to: a. Control and expansion joints in cast -in -place concrete. ' b. Joints between architectural precast concrete units. ' c. Control and expansion joints in unit masonry. d. Joints between marble and /or granite. e. Joints between different materials listed above. f. Perimeter joints between materials listed above and frames of doors, windows, ' storefronts, louvers and similar openings. The Contractor shall provide manufacturer product and color information for Engineer's approval ' prior to construction. ' Pervious Cement Concrete Cement: Portland Cement Type I or II conforming to ASTM C 150 or Portland Cement Type IP or IS conforming to ASTM C 595. ' Aggregate: Use crushed gravel, stone meeting No. 8 course aggregate (3/8 to No. 16) per ASTM C 33 or No. 89 coarse aggregate (3/8 to No. 50) per ASTM D 448. If other gradation of aggregate is to be used, submit data on proposed material to the Engineer for approval. ' Air Entraining Agent: Comply with ASTM C 260 'Water: Comply with ASTM C 94 Base Rock: See Special Provision Section 7 -01 (Gravel Backfill for Drains). Concrete Mix Design t City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -127 SPECIAL PROVISIONS The Contractor shall submit a proposed mix design for the pervious cement concrete, with proportions of materials, to the Engineer 7 days prior to commencement of work. ACI 52211- 10 shall be used to determine mix design proportions. The data for the mix design shall include unit weights of materials determine in accordance with ASTM C 29 paragraph 11, jigging procedure. CADMAN DrainX porous concrete mix with 3/8 -inch pea gravel aggregate or equivalent is acceptable for use. 8 -14.3 Construction Requirements (Special Provision) Section 8 -14.3 is supplemented with the following: Cement concrete sidewalk thickness shall be as shown on the Plans. Score joints shall be constructed at a maximum distance of 5 feet from each full depth expansion joint, except where specific dimensions are detailed on the Plans. Asphalt mastic joint fillers in the sidewalk shall be 3/8" x 4" and of the same material as that used in the curb, and shall be placed in the same location as that in the curb. No concrete for sidewalk shall be poured against dry forms or dry subgrade. The Contractor may provide suitable vibrating finishers for use in finishing concrete sidewalks. The type of vibrator and its method of use shall be subject to the approval of the City. All completed work shall be so barricaded as to prevent damage. Any damaged sections shall be removed and replaced at the Contractor's expense. Landscaped areas disturbed during construction shall be restored to original condition at the Contractor's expense. Scored Cement Concrete Sidewalk shall be broom finished in a north and south direction and scored as detailed on the Plans. Stamped Concrete Finish Stamped Concrete Finish shall be installed on Cement Concrete Sidewalk with a imprinted finish consisting of a color hardener, color release agent and clear sealer, as detailed on Plans and as specified in these Special Provisions. Prior to start of pavement work the Contractor shall provide two 4'x4' (16 square feet) stamped concrete samples, as described herein, to be displayed adjacent to pervious cement concrete test panel. The Engineer shall then select and approve the one final sample used for Stamped Concrete Finish. Each 4 x 4 sample area shall contain two variations. Samples shall vary in application of the release agent and the accent stone staining, as directed by the Engineer, and sealed with approved sealer to determine the final visual quality of the imprinted finish. The approved sample shall be the standard for acceptance of the rest of the work installed, and shall be protected from damage until final acceptance and approval. Completed work not meeting the visual quality of the approved sample shall be removed and replaced by the Contractor at no additional cost to the City. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School Bid Document ' March 2014 SP -128 I SPECIAL PROVISIONS ' Stamped Concrete shall be finished with an imprint concrete stamp, polymer mat. Imprinted concrete pattern shall made from interlocking stamp patterns. The surface texture is that of new, unused brick, 3 -5/8" wide by 7 -5/8" long, edges are straight and corners are square, laid in a herringbone pattern. Imprinted inside joints have appearance of raked, rough, sandy grout joint, 3/8" wide. Herringbone pattern shall be laid in a 45 degree angle to the corner radius. The Stamped Concrete finish shall receive a two step color process, as follows: • Color Hardener - Color "Red ", shall be a high- opacity, UV resistant, powdered dry-shake ' color hardener broadcasted onto freshly laid concrete pavement prior to imprinting with stamp pattern to produce long- wearing horizontal surfaces. • Color Release Agent - Color "Maroon ", shall be a colored powder providing a natural, ' weathered antique appearance that accents the depth of the pattern and adds realistic variation to imprinted concrete. • Clear Sealer —Shall be solvent- borne, clear matte finish, clear curing compound, protects the concrete surface from future staining, resistant to blushing, resistant to discoloration and ultraviolet light. Apply sealer at full strength per manufacturer's recommendations. The color hardener and release agent shall be applied evenly to the surface of fresh concrete, and sealer applied according to the manufacturer's specifications. ' Stamped Concrete Finish areas shall be allowed to cure for a minimum of 28 days prior to application of concrete color stain. Pressure wash area free of dust, contaminants and debris and allow to dry prior to application of concrete color stain. Apply stain according to manufacturer's recommendations, and to achieve the appearance of the approved sample. All Stamped Concrete Finish shall be cured and sealed with a waterborne, low VOC, environmentally sound, clear curing compound and sealer for freshly placed colored concrete flatwork with compliance to ASTM C309. Sealer shall protect against future staining, resistant to abrasion, deicing salts and UV radiation. Pervious Cement Concrete Sidewalk Placing and Finishing Concrete Mix Time: Truck mixers shall be operated at the speed designated as mixing speed by the manufacturer for 75 to 100 revolutions of the drum. Transportation: The portland cement aggregate mixture may be transported or mixed on site and should be used within one (1) hour of the introduction of mix water. This time can be increased to 90 minutes when utilizing a hydration stabilizer. Water may only be added by the concrete producer to obtain the required mix consistency. A minimum of 20 revolutions at the manufacturer's designated mixing speed shall be required following any addition of water to the mix. Curing: Curing procedures shall begin immediately after the final placement operations. The �. City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -129 SPECIAL PROVISIONS pavement surface shall be covered with a minimum of (6) mil thick polyethylene sheet of other approved covering material. Prior to covering, a fog shall be sprayed above the surface when required due to ambient conditions. The cover shall overlap all exposed edges and shall be secured to prevent dislocation due to wind or adjacent traffic conditions. Cure sidewalk for a minimum of 7 days, unless otherwise specified. Jointing: Control (contraction) joints shall be installed at 15 -foot intervals minimum. They shall be installed at a depth of 1/4 the thickness of the sidewalk. These joints can be installed in the plastic concrete or saw cut. If saw cut, the procedure should begin as soon as the sidewalk has hardened sufficiently to prevent raveling and uncontrolled cracking (normally after curing) . Transverse construction joints shall be installed whenever placing is suspended a sufficient length of time that concrete may begin to harden. In order to assure aggregate bond at construction joints, a bonding agent suitable for bonding fresh concrete to existing concrete shall be brushed, rolled or sprayed on the existing sidewalk surface edge. Isolation (expansion) joints will not be used except when sidewalk is abutting slabs or other adjoining structures. Placing and Finishing Equipment: Unless otherwise approved by the Engineer in writing, the Contractor shall provide mechanical equipment of either slip form or form riding with a following compactive unit that will provide a minimum of 10 psi vertical force. The pervious concrete sidewalk will be placed to the required cross section and shall not deviate more than +/- 3/8 inch in 10 feet from profile grade. If placing equipment does not provide the minimum specified vertical force, a full width roller or other full width compaction device that provides sufficient compactive effort shall be used immediately following the strike -off operation. After mechanical or other approved strike -off and compaction operation, no other finishing operation will be allowed. If vibration, internal or surface applied, is used, it shall be shut off immediately when forward progress is halted for any reason. The Contractor will be restricted to sidewalk placement widths of a maximum of fifteen (15) feet unless the Contractor can demonstrate competence to provide sidewalk placement widths greater than the maximum specified to the satisfaction of the Engineer. Test Panels: The selected contractor is to place, joint and cure one test panel, each to be a minimum of 50 square feet at the project site to demonstrate to Engineer's satisfaction that a satisfactory sidewalk can be installed at the location. If the test panel meets Engineer's approval for aesthetics and drainage rate, it can be left in -place and included in the completed work. If the requirements mentioned above are not met, the test panel shall be removed at the Contractor's expense and disposed of in an approved landfill. 8.14 -3 Construction Requirements (April 4, 2011 WSDOT GSPP Section 8 -14.3 is supplemented with the following: The Contractor shall request a pre- meeting with the Engineer to be held 2 to 5 working days before any work can start on cement concrete sidewalks, curb ramps or other pedestrian access routes to discuss construction requirements. Those attending shall include: 1. The Prime Contractor and Subcontractor in charge of constructing forms, and City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School Bid Document March 2014 SP -130 I SPECIAL PROVISIONS placing, and finishing the cement concrete. 2. Project Engineer (or representative) and Project Inspectors for the cement concrete sidewalk, curb ramp or pedestrian access route Work. Items to be discussed in this meeting shall include, at a minimum, the following: 1. Slopes shown on the Plans. 2. Inspection 3. Traffic control 4. Pedestrian control, access routes and delineation 5. Accommodating utilities 6. Form work 7. Installation of detectable warning surfaces 8 -14.4 Measurement (Special Provision) Section 8 -14.4 is supplemented with the following: "Stamped Concrete Finish" will be measured per square feet of finished surface. "Pervious Cement Concrete Sidewalk" will be measured square yard of finished surface. "Cement Conc. Sidewalk Ramp " will be measured per each for the complete curb ramp type installed and includes the furnishing and installation of the detectable warning surface. 8 -14.5 Payment (Special Provision) Section 8 -14.5 is supplemented with the following: Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Cement Concrete Sidewalk ", per square yard. "Stamped Concrete Finish ", per square feet. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -131 Bid Document March 2014 SPECIAL PROVISIONS "Pervious Cement Concrete Sidewalk ", per square yard. "Cement Conc. 8 -18 MAILBOX SUPPORT Sidewalk Ramp ", per each 8 -18.3 Construction Requirements (Special Provision) Section 8 -18.3 is supplemented with the following: Single mailboxes (Type 1) shall be relocated with new timber sign posts at the locations shown on the Plans. Mailbox Type NDCBU shall be relocated per City of Federal Way Standard Dwg. No 3 -34. Contractor shall be responsible for coordination with the US Postal Service. 8 -18.5 Payment (Special Provision) Section 8 -18.5 is supplemented with the following: Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Relocate Mailbox, Type 1 ", per each. "Relocate Mailbox, Type NDCBU", per each. 8 -20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8 -20.1 Description (Special Provision) Section 8 -20.1 is replaced with the following: Work includes furnishing and installing all materials necessary to provide: 1. A fully functional school crossing Rectangular Rapid Flashing Beacon (RRFB) signal system at the intersection of South 308th Street & 14th Avenue South. 2. A fully functional illumination system along South 308th Street from 14th Avenue South to Pacific Highway South. All work shall be performed as shown in the Plans in accordance with applicable Standard Specifications and Standard Plans included herein and the following Special Provisions. Work shall include the supply, testing, and installation of all traffic signal hardware including the interface system, and when specified, the modification of such an existing system. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School Bid Document ' March 2014 SP -132 ' SPECIAL PROVISIONS The work involves, but shall not be limited to, the following: 1. Luminaires, Poles and Foundations 2. Electrical Service Enclosure, Connections and Base 3. Junction boxes 4. Conduit and wire This work shall include the installation of a complete, functional illumination system. 1 8- 20.1(1) Regulations and Code (Special Provision) rThe first and second sentences of the first paragraph are deleted and replaced with the following: All electrical equipment shall conform to the standards of the National Electrical Manufacturers Association (NEMA), FHWA IP -78 -16 and the Radio Manufacturers Association. Traffic signal control equipment shall conform to the Contract and these Standard Specifications: EIA ' Electronics Industries Alliance, Institute of Electrical and Electronics Engineers (IEEE), the American Society for Testing and Materials (ASTM), the American Association of State Highway and Transportation Officials (AASHTO), the American National Standards Institute (ANSI), the National Electrical Safety Code (NESC), the International Municipal Signal Association (IMSA), whichever is applicable, and to other codes listed herein. ' Section 8- 20.1(1) is supplemented with the following: Where applicable, materials shall conform to the latest requirements of the Washington State Department of Labor and Industries and Puget Sound Energy. 8- 20.1(2) Industry Codes and Standards (Special Provision) ' The following is added at the end of the second paragraph of this section: National Electrical Safety Code (NESC), Secretary NESC, NESC Committee, IEEE Post Office Box 1331445 Hoes Lane, Piscataway, NJ 08855 -1331. i City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 ' SP -133 SPECIAL PROVISIONS 8 -20.2 Materials (Special Provision) Section 8 -20.2 is supplemented with the following: Control density fill shall meet the requirements of Washington Aggregates and Concrete Association. Crushed surfacing top course and crushed surfacing base course shall meet the requirements of Section 9- 03.9(3) of the Standard Specifications. Bedding material shall consist of 5/8 -inch minus crushed rock free of any deleterious substances (Section 9- 03.1(5)A of the Standard Specifications). Requirements for signal equipment and illumination system and materials are contained in Section 9 -29 of the Standard Specifications and Section 9 -29 of these Special Provisions. 8- 20.2(1) Equipment List and Drawings (Special Provision) The first paragraph of Section 8- 20.2(1) is deleted and replaced with the following: Within one (1) week following the pre- construction conference, the Contractor shall submit to the Engineer a completed "Request for Approval of Materials" that describes the material proposed for use to fulfill the Plans and Specifications. Manufacturer's technical information shall be submitted for signal, electrical and luminaire equipment, all wire, conduit, junction boxes, and all other items to be used on the project. Approvals by the Engineer must be received before material will be allowed on the job site. Materials not approved will not be permitted on the job site. The following is added at the end of this section: iJ F, n City of Federal Way , FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -134 (March 13, 1995) , Pole base to light source distances (1-11) for lighting standards with pre- approved plans shall be as noted in the Plans. Pole base to light source distances (H1) for lighting standards without pre- approved plans will be furnished by the Engineer as part of the final approved shop drawings, prior to fabrication. March 13 1995 Pole base to light source distances (H1) for lighting standards with pre- approved plans will be determined or verified by the Engineer at the request of the Contractor prior to fabrication. City of Federal Way , FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -134 ■ Energized Equipment �j Work shall be coordinated so that electrical equipment, with the exception of the service cabinet, is energized within 72 hours of installation. 8- 20.3(2) Excavating and Backfilling (Special Provision) Section 8- 20.3(2) is supplemented with the following: * * * * * *. The Contractor shall supply all trenching necessary for the complete and proper installation of the illumination conduit, wiring, and junction boxes. Trenching shall conform to the following: ' 1. In paved areas, edges of the trench shall be sawcut the full depth of the pavement and sawcuts shall be parallel. All trenches for placement of conduit shall be straight and as narrow in width as practical to provide a minimum of pavement disturbance. The existing pavement shall be removed in an approved manner. The trench bottom shall be graded to provide a uniform grade. 2. Trenches located under existing traveled ways shall provide a minimum of 24 inches cover over conduits and shall be backfilled with 21 inches of controlled density fill, vibrated in place, followed by either 3 inches minimum of HMA Cl 1/2" PG 58 -22 , or a surface matching the existing pavement section, whichever is greatest. The asphalt concrete surface cuts shall be given a tack coat of asphalt emulsion (CSS -1) or approved equal immediately before resurfacing, applied to the entire edge and full depth of the pavement cut. Immediately after compacting the new asphalt surface to conform to the adjacent paved surface, all joints between new and original pavement shall be filled with joint sealant meeting the requirements of Section 9 -04.2. ' 3. Trenches for PVC conduits to be located under existing sidewalks and driveways shall have a minimum of twenty -four inches (24 ") cover over conduits. Such trenches shall be backfilled with bedding material three inches (3 ") above and below the conduit, with the remaining depth of trench backfilled with select native material. If the Engineer determines that the native material is unsuitable, CSTC shall be used. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 ' SP -135 SPECIAL PROVISIONS Pole base to light source distances (1­11) for lighting standards without pre- approved plans and for combination traffic signal and lighting standards will be furnished by the Engineer as part of the final approved shop drawings prior to fabrication. 8 -20.3 Construction Requirements 1 8- 20.3(1) General Section 8- 20.3(1) is supplemented with the following: (NWR May 15, 2000) ■ Energized Equipment �j Work shall be coordinated so that electrical equipment, with the exception of the service cabinet, is energized within 72 hours of installation. 8- 20.3(2) Excavating and Backfilling (Special Provision) Section 8- 20.3(2) is supplemented with the following: * * * * * *. The Contractor shall supply all trenching necessary for the complete and proper installation of the illumination conduit, wiring, and junction boxes. Trenching shall conform to the following: ' 1. In paved areas, edges of the trench shall be sawcut the full depth of the pavement and sawcuts shall be parallel. All trenches for placement of conduit shall be straight and as narrow in width as practical to provide a minimum of pavement disturbance. The existing pavement shall be removed in an approved manner. The trench bottom shall be graded to provide a uniform grade. 2. Trenches located under existing traveled ways shall provide a minimum of 24 inches cover over conduits and shall be backfilled with 21 inches of controlled density fill, vibrated in place, followed by either 3 inches minimum of HMA Cl 1/2" PG 58 -22 , or a surface matching the existing pavement section, whichever is greatest. The asphalt concrete surface cuts shall be given a tack coat of asphalt emulsion (CSS -1) or approved equal immediately before resurfacing, applied to the entire edge and full depth of the pavement cut. Immediately after compacting the new asphalt surface to conform to the adjacent paved surface, all joints between new and original pavement shall be filled with joint sealant meeting the requirements of Section 9 -04.2. ' 3. Trenches for PVC conduits to be located under existing sidewalks and driveways shall have a minimum of twenty -four inches (24 ") cover over conduits. Such trenches shall be backfilled with bedding material three inches (3 ") above and below the conduit, with the remaining depth of trench backfilled with select native material. If the Engineer determines that the native material is unsuitable, CSTC shall be used. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 ' SP -135 SPECIAL PROVISIONS 4. Trenches for PVC conduits to be located within the right -of -way and outside locations described above shall have a minimum of twenty -four inches (24 ") cover over conduits. Such trenches shall be backfilled with bedding material three inches (3 ") above and below the conduit, with the remaining depth of trench backfilled with select native material. 5. When trenches are not to be placed under sidewalks or driveways, the backfill shall match the elevation of the surrounding ground, including a matching depth of top soil, mulch and /or sod if necessary to restore the trench area to its prior condition. Backfill shall be carefully placed so that the backfilling operation will not disturb the conduit in any way. The backfill shall be thoroughly mechanically tamped in eight -inch (8 ") layers with each layer compacted to ninety -five percent (95 %) of maximum density in traveled ways, and ninety percent (90 %) of maximum density elsewhere at optimum soil moisture content. All trenches shall be properly signed and /or barricaded to prevent injury to the public. All traffic control devices to be installed or maintained in accordance with Part VI of the Manual on Uniform Traffic Control Devices for Streets and Highways, latest edition, and as specified elsewhere in these Specifications. 8- 20.3(4) Foundations (Special Provision) Section 8- 20.3(4) is supplemented with the following: Foundations for the streetlight poles shall conform to City of Federal Way Drawing Number 3 -39 and 3 -39A. Pole foundations within the sidewalk area shall be constructed in a single pour to the bottom of the cement concrete sidewalk. The sidewalk shall be constructed in a separate pour. , Pole foundations not within the sidewalk area shall incorporate a 3 -foot by 3 -foot by 4- inch -thick cement concrete pad set flush with the adjacent ground. Where the pad abuts a sidewalk, the pad shall extend to the sidewalk and the top of the pad shall be flush with the sidewalk. A construction joint shall be provided between the two units. fl City of Federal Way , FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -136 I All conduits for illumination circuits under roadways and driveways shall be rigid galvanized steel or Schedule 80 polyvinyl chloride (PVC). Schedule 40 PVC may be used when not under the roadway or driveways. Whenever PVC conduit is used a ground wire shall be provided. All conduits shall have a minimum buried depth of twenty -four inches (24'J. PVC conduct ends shall have bell end PVC bushings. All conduit trenches shall be straight and as narrow in width as is practical to provide a minimum of pavement disturbance. 1 When conduit risers are installed, they shall be attached to the pole every 4 feet and shall be equipped with weather heads. Conduit for the service wires between the Puget Sound Energy pole and the service panel shall be Schedule 80 PVC. 1 All conduits shall be clearly labeled at each junction box, handhole, vault or other utility appurtenance. Labeling shall be permanent and shall consist of the owner /type name and a unique conduit number or color. The owner name shall be approved by the Engineer prior to starting work. The recommended owner /type abbreviations are: • PSE — Puget Sound Energy • City Spare — City spares ' Cobra — COBRA luminaire system (NWR August 10, 2009) Conduit Seal, Detectable Tape and Location Wire Upon installation of wiring, all conduits entering pad mounted cabinets, all conduit entering ITS ' hubs, and all ITS conduit 2 inches in diameter or larger shall be sealed with an approved mechanical plug at both ends of the conduit run. Installation of mechanical plugs shall conform to the manufacturer's recommendations. Upon installation of wiring at other locations, conduit shall be sealed with duct seal. Upon installation of the pull string, spare conduit shall be plugged. A pull string rated for 200 lbs. or greater shall be installed in all spare conduits. Detectable underground warning tape shall be placed 12- inches above all innerduct installed in trenches. Location 14 AWG stranded orange USE insulated wire shall be placed in conjunction with all innerduct installed in trenches. The location wire shall be placed directly above the conduit ' containing innerduct in single conduit installations or between the conduits containing innerduct in multiple conduit installations. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -137 SPECIAL PROVISIONS ' 8- 20.3(5) Conduit (Special Provision) Section 8- 20.3(5) is supplemented with the following: All conduits for illumination circuits under roadways and driveways shall be rigid galvanized steel or Schedule 80 polyvinyl chloride (PVC). Schedule 40 PVC may be used when not under the roadway or driveways. Whenever PVC conduit is used a ground wire shall be provided. All conduits shall have a minimum buried depth of twenty -four inches (24'J. PVC conduct ends shall have bell end PVC bushings. All conduit trenches shall be straight and as narrow in width as is practical to provide a minimum of pavement disturbance. 1 When conduit risers are installed, they shall be attached to the pole every 4 feet and shall be equipped with weather heads. Conduit for the service wires between the Puget Sound Energy pole and the service panel shall be Schedule 80 PVC. 1 All conduits shall be clearly labeled at each junction box, handhole, vault or other utility appurtenance. Labeling shall be permanent and shall consist of the owner /type name and a unique conduit number or color. The owner name shall be approved by the Engineer prior to starting work. The recommended owner /type abbreviations are: • PSE — Puget Sound Energy • City Spare — City spares ' Cobra — COBRA luminaire system (NWR August 10, 2009) Conduit Seal, Detectable Tape and Location Wire Upon installation of wiring, all conduits entering pad mounted cabinets, all conduit entering ITS ' hubs, and all ITS conduit 2 inches in diameter or larger shall be sealed with an approved mechanical plug at both ends of the conduit run. Installation of mechanical plugs shall conform to the manufacturer's recommendations. Upon installation of wiring at other locations, conduit shall be sealed with duct seal. Upon installation of the pull string, spare conduit shall be plugged. A pull string rated for 200 lbs. or greater shall be installed in all spare conduits. Detectable underground warning tape shall be placed 12- inches above all innerduct installed in trenches. Location 14 AWG stranded orange USE insulated wire shall be placed in conjunction with all innerduct installed in trenches. The location wire shall be placed directly above the conduit ' containing innerduct in single conduit installations or between the conduits containing innerduct in multiple conduit installations. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -137 SPECIAL PROVISIONS Location wire routed into pull boxes or cable vaults shall be attached to the "C" channel or the cover hinge bracket with stainless steel bolts and straps. A 1 -foot loop of locate wire shall be provided above the channel as shown in the Plans. (NWR October 16, 2006) Boring In addition to the requirements for boring with casing, the Contractor shall submit to the Engineer for approval a pit plan 'and a proposed method of boring that includes, but is not limited to, the following: 1) A pit plan depicting: a) Protection of traffic and pedestrians. b) The dimension of the pit. c) Shoring, bracing, struts, walers or sheet piles. d) Type of casing. 2) The proposed method of boring, including: a) The boring system. b) The support system. c) The support system under and at the bottom of the pit. The shoring and boring pit plan shall be prepared by and bear the seal and signature of a Washington State licensed Professional Civil Engineer. Installed casing pipe shall be free from grease, dirt, rust, moisture and any other deleterious contaminants. Commercial concrete meeting the requirements of Section 6- 02.3(2)B may be used to seal the casing. 8- 20.3(6) Junction Boxes, Cable Vaults, and Pull boxes (Special Provision) Section 8- 20.3(6) is supplemented with the following: Unless otherwise noted in the Plans or approved by the Engineer, junction boxes, cable vaults and pull boxes shall not be placed within the traveled way or shoulders. All junction boxes, cable vaults, and pull boxes placed within the traveled way or paved shoulders shall be heavy -duty. Junction boxes shall not be located within the traveled way, wheelchair ramps, or driveways, or interfere with any other previous or relocated installation. The lid of the junction box shall be flush with the surrounding area and be adequately supported by abutting pavements or soils. Junction boxes, cable vaults and pull boxes which are placed within the sidewalk shall have factory applied coatings for slip resistant lids and frames which meet the requirements of Americans with Disabilities Act (ADA) and Public Right -of -Way Accessibility Guideline (PROWAG). City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School Bid Document ' March 2014 SP -138 I SPECIAL PROVISIONS ' Approved slip resistant surfaces shall have coefficient of friction of no less than 0.6 and have a proven track record of outdoor application which lasts for at least 10 years. ' Wiring shall not be pulled into any conduit until all associated junction boxes have been adjusted to, or installed in, their final grade and location, unless installation is necessary to maintain system operation. If wire is installed for this reason, sufficient slack shall be left to ' allow for future adjustment. Adjustments involving raising or lowering the junction boxes shall require conduit modification if the resultant clearance between top of conduit and the junction box lid becomes less than 6 inches or more than 10 inches. Wiring shall be replaced for full length if sufficient slack as specified in Section 8- 20.3(8) is not maintained. No splicing will be permitted. Junction boxes Type 1 and 2 shall meet the requirements of WSDOT Standard Plan J- 40.10- 01. Type 8 junction boxes shall meet the requirements of WSDOT Standard Plan J- 40.30 -01. Junction boxes shall be inscribed based upon system per WSDOT Standard Plan J- 40.30.01. Junction box lids and frames shall be grounded per Section 8- 20.3(9). Junction boxes shall be located at the station and offset indicated on the Plans except that field ' adjustments may be made at the time of construction by the Engineer to better fit existing field conditions. 8- 20.3(8) Wiring (Special Provision) Section 8- 20.3(8) is supplemented with the following: ' The following is inserted between the 3rd and 4th paragraph of this section: ' Connectors will be copper and sized for the wire. Mastik splice material will be centered on the wire and folded up around both sides and joined at the top. Splice will then be worked from the center outward to the ends. The ends will be visible and fully sealed around the wire. The end ' of the lead -in cables shall have the sheathing removed 8 inches and shall be dressed external to the splice. The 9th paragraph of this section is deleted and replaced with the following: Fused quick disconnect kits shall be of the SEC type or equivalent. Underground illumination splices shall be epoxy or underground service buss /lighting connector kits. Installation shall ' conform to details in the Standard Plans. The following is added at the end of this section: Cable entering cabinets shall be neatly bundled and wrapped. Each wire shall bear the circuit ' number and be thoroughly tested before being connected to the appropriate terminal. ' City of Federal Way FWH and Sacaiawea MS Bid Document Ped Connection Safe Routes to School March 2014 ' SP -139 SPECIAL PROVISIONS Circuit conductors shall be standard copper wire in all conduit runs with size specified on the Plans. Conductors from luminaire bases to the luminaire fixture shall be pole and bracket cable. (NWR April 14, 2003) Wire Labels At each junction box, all illumination wires, power supply wires, and communication cable shall be labeled with a PVC marking sleeve. For illumination and power supply circuits the sleeve shall bear the circuit number. For communication cable the sleeve shall be marked "Comm. ". (NWR March 13, 1995) Wire Splices All splices shall be made in the presence of the Engineer. (NWR May 1, 2006) Illumination Circuit Splices Temporary splices shall be the heat shrink type. 8- 20.3(9) Bonding, Grounding (Special Provision) Section 8- 20.3(9) is supplemented with the following: u iIJ At points where shields of shielded conductors are grounded, the shields shall be neatly wired I and terminated on suitable grounding lugs. Junction box lids and frames shall be grounded in accordance with Department of Labor and , Industries standards, and shall be grounded so that the ground will not break when the lid is removed and laid on the ground next to the junction box. All conduits which are not galvanized steel shall have bonding wires between junction boxes. ' Ground rods shall be copper clad steel, 3/4 -inch in diameter by 10 -feet long, connections shall be made with termite welds. At points where wiring shields of shielded conductors are grounded, the shields shall be neatly wired and terminated on suitable grounding lugs. (NWR August 21, 2006) 1 Junction Box Grounding ' Where shown in the Plans or where designated by the Engineer, the metal frame and lid of existing junction boxes shall be grounded to the existing equipment grounding system. The existing equipment grounding system shall be derived from the service serving the raceway , system of which the existing junction box is a part. City of Federal Way ' FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -140 ' SPECIAL PROVISIONS SPE I N C O SOS ' 8- 20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets (Special Provision) Section 8- 20.3(10) is supplemented with the following: ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 ' SP -141 Power source shown in the Plans is approximate only; exact location will be determined in the field. The Contractor shall apply for an electrical service connection with Puget Sound Energy ' and make arrangements for a new electrical service connection. The Engineer will approve Electrical Service Installations. The Contractor shall request the City ' of Federal Way Building Division to perform required inspections for service approval. Electrical service is detailed in the on City of Federal Way Drawing Number 3 -45. The Contractor shall notify the City of Federal Way inspector when the service is ready for ' connection. Service connection shall comply with City of Federal Way Drawing Number 3 -41. Electrical service shall be used at 240/120 volts, 60 Hz AC. The underground electrical service ' shall be brought to the load center in minimum 2 -inch conduit. Wire sizes and conduit terminations between the load center and the connection location shall meet the requirements of PSE. The service shall be split in the load center per the Panel Schedule provided in the Contract Plans. When the service is to be provided from an overhead source, the Contractor ' shall provide conduit from the electrical service to ten feet up the power pole from which service is provided. Stand-off brackets 14 inches long shall be installed on the pole every ten feet. In addition, the Contractor shall provide service conductors from the electrical service to the top of the conduit on the power pole with 30 feet of service wire coiled at top and provide the local electrical utility with 10 feet of 2 -inch conduit to make the connection. Electrical service cabinet will be painted inside with white polyurethane or polyester urethane ' power coat in accordance with Section 6 -07. Outside will be bare aluminum finish. The twist lock photocell shall be mounted on top of the luminaire closest to the electrical service. All circuit breakers shall be clearly marked or labeled. ' 8- 20.3(11) Testing ' (Special Provision) Section 8- 20.3(11) is supplemented with the following: Before final acceptance, a field test of the installation shall be performed for continuity and ' ground of each circuit; insulation resistance (megger test between each circuit and ground); and function, to ensure operation as specified or intended. Any faults in the system shall be corrected and re- tested. Costs for performing these tests and correcting the faults shall be ' paid by the Contractor. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 ' SP -141 SPECIAL PROVISIONS 8- 20.3(13) Illumination Systems (Special Provision) Section 8- 20.3(13) is supplemented with the following: The existing lighting systems within the limits of this project maintained by PSE shall remain operational. 8- 20.3(13)A Light Standards (Special Provision) The 8th paragraph of this section is deleted and replaced with the following: All new metal light standards shall be numbered per City of Federal Way Development Standard Drawing number 3 -39B. 8- 20.3(17) "As Built" Plans (Special Provision) Section 8- 20.3(17) is replaced with the following: Upon completion of the project, the Contractor shall furnish an "as- built" drawing of the intersection showing all signal heads, pole locations, detectors, junction boxes, Illumination system showing luminaires locations, miscellaneous equipment, conductors, cable wires up to the signal controller cabinet, and with a special symbol identifying those items that have been changed from the original contract drawings. All items shall be located to within one foot (1) horizontally and six inches (6 ") vertically above or below the finished surface grade. 8 -20.4 Measurement (Special Provision) Section 8 -20.4 is supplemented with the following: "Rectangular Rapid Flashing Beacon Sign Assembly, Complete ", shall be measured per lump sum for the total of all items to be furnished and installed for a complete operational system. "Illumination System, Complete" will be measured per lump sum for the total of all items for complete illumination systems. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -142 Bid Document March 2014 SPECIAL PROVISIONS 8 -20.5 Payment (Special Provision) Payment will be made for the following bid items on a lump sum basis. Each item shall provide for a ' complete and operational system. "Rectangular Rapid Flashing Beacon Sign Assembly, Complete ", per each; ' "Illumination System, Complete ", per lump sum; Adjustment of junction boxes shall be incidental and included in the bid items included in this ' section and no additional compensation will be made. The lump sum price for Rectangular Rapid Flashing Beacon Sign Assembly, Complete shall be full ' pay for furnishing all labor, equipment, materials and supplies necessary or incidental to the construction to complete the work as specified including but not limited to RRFB assembly including pole, breakaway base, RRFB light bars, signage, controller cabinets, solar panels, ' pedestrian push buttons, foundations, conduit, wiring; excavation; bedding, backfilling; restoring facilities destroyed or damaged during construction; and testing. The lump sum price for Illumination System, Complete shall be full pay for furnishing all labor, ' equipment, materials and supplies required to complete the work as specified, including but not limited to all work related to luminaire poles, luminaires, foundations, electrical service cabinet and base, junction boxes, conduit, wiring, providing trenching and/or boring for illumination system conduit, bedding, backfilling, and restoring facilities destroyed or damaged during construction that are not otherwise called out for replacement on the Plans, and testing. ' Coordination of service connections with Puget Sound Energy and any necessary permits and fees associated with the service connections shall be paid under "Illumination System" bid item, included in this section, and no additional compensation will be made. 8 -21 PERMANENT SIGNING 8 -21.1 Description (Special Provision) Section 8 -21.1 is replaced with the following: ' This work shall consist of furnishing and installing permanent signing, sign removal, sign relocation, and the project sign installation and removal, in accordance with the Plans, these Specifications, the Standard Plans, MUTCD, and the City of Federal Way Standard Details at the locations shown in the Plans or where designated by the Engineer. Signs to be removed as shown on the Plans, shall be returned to the Owner. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -143 SPECIAL PROVISIONS O S 8 -21.2 Materials Sentence three is deleted and replaced with the following: Materials for sign mounting shall conform to Section 9- 28.11. 8 -21.3 Construction Requirements 8- 21.3(2) Placement of Signs Section 8- 21.3(2) is supplemented with the following: The City of Federal Way, 253 - 835 -2744, shall be contacted within 2 working days of completion of the permanent signing installation to inspect, inventory, and log all new and I relocated signs. Other Signs: Refer to the currently adopted version of the Manual on Uniform Traffic Control Devices (MUTCD) with Washington State Supplements. 8- 21.3(5) Sign Relocation Section 8- 21.3(5) is supplemented with the following: King County METRO and /or Pierce Transit personnel will remove and reinstall all existing bus stop signs and supports within the project limits. The Contractor shall contact King County METRO at 206 - 684 -2732 or Pierce Transit at 253 - 581 -8130 to coordinate sign work 2 weeks prior to the required sign removal or installation. A copy of the record of communication shall be forwarded to the City of Federal Way. 8 -21.4 Measurement Section 8 -21.4 is supplemented the following: Permanent signing will be measured per lump sum for the total of all items for complete signage to be furnished and installed. Measurement will be for the sum total of all items including labor, materials, tools, and equipment necessary to the furnishing and installing permanent signing, sign removal, and sign relocation. 8 -21.5 Payment Section 8 -21.5 is supplemented the following: Payment will also be made under the following: "Permanent Signing ", per lump sum. The lump sum bid price in the Proposal will be full compensation for the costs of all labor, I tools, equipment, and materials necessary or incidental to installing and removing all types of signs as shown on the plans and returning to the Owner. City of Federal Way , FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -144 SPECIAL PROVISIONS 8 -22 PAVEMENT MARKING 8- 22.3(6) Removal of Pavement Markings (Special Provision) Section 8- 22.3(6) is supplemented with the following: As indicated on the Plans, the Contractor shall remove existing pavement markings consisting of paint and thermoplastic and raised pavement markings. 8 -22.4 Measurement (Special Provision) Section 8 -22.4 is supplemented with the following: "Remove Pavement Markings" will not be specifically measured for payment. 8 -22.5 Payment (Special Provision) Section 8 -22.5 is supplemented with the following: Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal:" Paint Line _In. ", per linear foot. "Plastic Crosswalk Line Type A ", per square foot. "Plastic Traff ic Letter ", per each. "Plastic Traff ic Arrow Type A ", per each. "Remove Pavement Markings ", per lump sum "Plastic Shared Lane Marker ", per each. "Plastic Yield Line Symbol ", per each. 8 -31 RESOLUTION OF UTILITY CONFLICTS (Special Provision) Section 8 -31 is a new section: ( * * * * *I City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -145 Bid Document March 2014 SPECIAL PROVISIONS 8 -31.1 Description This work involves the identification and resolution of utility conflicts not identified in the plans between proposed improvements and existing utilities. The Contracting Agency will pay these ' costs by force account if the work proves to be acceptable and the Contractor had performed the work with the authority of and due notice to the Engineer. 8 -31.3 Construction Requirements The contracting agency may direct the Contractor to pothole existing utilities to verify the field location and depth. Potholing shall include excavation and backfilling of the existing utility, identification of the pipe or line size, material type and condition and the survey work to locate the facility horizontally and vertically. Survey information to be obtained shall include station and offset to center of utility and elevation at top of utility. Stations, offsets and elevations shall be to the nearest 0.1 foot unless greater accuracy is required. Potholes shall be backfilled with CSTC compacted to 95 %, or with CDF, as directed by the Engineer. In areas subject to public traffic, the HMA patch shall match the depth of the surrounding pavement. In the event that a conflict arises between the proposed improvements and an existing utility, the Resolution of Utility Conflicts item will compensate the Contractor for standby time and additional work in the following manner: 1. Standby time resulting from existing utility conflicts a) Standby time is defined as time the Contractor is unable to proceed with progression of a specific work item (i.e. storm drainage, underground utility installation etc.) due to conflicts with existing facilities. However, payment for standby time shall be limited to: (1) For each agreed upon conflict, a maximum of four (4) hours of standby time will be paid for actual delay of labor and equipment due to a utility conflict. The Contractor shall be responsible to adjust his work schedule and /or reassign his work forces and equipment to other areas of work to minimize standby time. (2) If the conflict is resolved within one (1) hour of notification to the Engineer, no standby time will be paid. 2. Additional work required to resolve utility conflicts will be paid for at the bid unit prices for the associated work. Work that can be measured and paid for at the unit contract prices shall not be identified as force account work. This work includes but is not limited to: (1) Storm drainage manhole, pipe, vault, and conduit realignments of line and /or grade for the storm drain and undergrounding of overhead utilities, to avoid existing utility conflicts. (2) Additional storm drainage manholes, pipe, vaults, and conduit required by a change in , alignment, and /or grade, not exceeding the limits set in section 1 -04.4 of the Standard Specifications. 8 -31.4 Vacant , 8 -31.5 Payment Payment will be made in accordance with Section 1 -04.1 for the following bid items when included ' in the proposal: City of Federal Way , FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -146 , SPECIAL PROVISIONS "Potholing ", will be paid by force account as provided in Section 1 -09.6. "Resolution of Utility Conflicts" will be paid by force account as provided in section 1- 09.6.AII costs for resolving utility conflicts and potholing will be paid for by force account in accordance with section 1 -09.6. To provide a common proposal for all bidders, the Contracting Agency has estimated the amount for "Resolution of Utility Conflicts" and "Potholing" and entered the amounts in the proposal to become a part of the total bid by the Contractor. Utility conflicts due to the Contractor's actions or operations shall be resolved by the Contractor at no expense to the Contracting Agency. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School END OF DIVISION 8 SP -147 Bid Document March 2014 SPECIAL PROVISIONS DIVISION 9 MATERIALS 9 -03 AGGREGATES 9 -03.12 Gravel Backfill (Special Provision) 9- 03.12(6) Pit Run Sand Section 9- 03.12(6) is a new section: Sieve Size Percent Passina 3/8" square 100 U.S. No. 4 90 Sand Equivalent 30 minimum 9- 03.14(3) Common Borrow (Special Provision) Section 9- 03.14(3) is modified with the following requirements: Material from on -site excavations meeting the requirements for Common Borrow shall be used L to the extent practicable. Material for common borrow shall consist of granular soil and /or aggregate which is free of trash, wood, debris, and other deleterious material. Common Borrow material shall be at the proper moisture content for compaction. This , material is generally moisture sensitive. The natural moisture content shall range from not more than 1 percent wet of optimum to not more than 3 percent dry of optimum as determined ' in accordance with Section 2- 03.3(14)D. The material shall not pump or yield under the weight of compaction equipment and construction traffic. The Contractor is responsible for protecting the material from excess moisture wherever /whenever possible. To the extent practicable, this , material should be handled only during non -rainy periods and should be removed, hauled, placed, and compacted into final embankments without intermediate handling or stockpiling. Surfaces should be graded and sloped to drain and should not be left uncompacted. Common Borrow shall meet the following gradation limits: Sieve Size Percent Passing (by weight) ' 6" square 100 4" square 90-100 , 2" square 75-100 U.S. No. 4 50-80 ' City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -148 Bid Document ' March 2014 C r, C J r 7 SPECIAL PROVISIONS U.S. No. 40 50 max. U.S. No 200 25 max. ' For geosynthetic reinforced walls or slopes, 100percent passing 1 1/4 -inch square sieve and 90 to 100 percent passing the 1 -inch square sieve. Common Borrow shall contain sufficient fines for compaction and to bind the compacted soil mass together to form a stable surface when heavy construction equipment is operated on its surface. 9 -14 EROSION CONTROL AND ROADSIDE PLANTING 9- 14.1(1) Topsoil Type A (Special Provision) Supplement Section 9- 14.1(1) is supplemented with the following: The topsoil shall be Three Way Soil Mix by Red -E Topsoil, Cedar Grove Composting, Topsoils Northwest or approved equal. To be equal to these sources, source should be commercial operation with expertise in production of topsoil, an established method of screening materials to verify no pollutant contamination and that all materials are biodegradable, and produce a product that is equal in quality to the sources listed. A quality topsoil product is at a minimum a loam soil with fine compost amendments, rich in nutrients, free draining, and weed free. Refer to Section 9- 14.4(8) Compost of the Standard Specifications for compost requirements. ' No fresh sawdust or other fresh wood by- products shall be added to extend the volume after the composting process. 1 r 0 0 Chemical and physical characteristic of Topsoil Type A shall comply with the following: Size 3/8" No. 20 No. 60 No. 270 Sieve ASTM ASTM ASTM ASTM Percent Passing 100 77 -100 0 -23 0 -10 The Contractor shall provide a complete analysis of Topsoil Type A with one cubic foot sample for review and approval. 9 -14.2 Seed (Special Provision) Section 9 -14.2 is supplemented with the following: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School 1 SP -149 Supplement Bid Document March 2014 SPECIAL PROVISIONS Seeded lawn shall be a mix of: 70% Perennial Ryegrass 15% Creeping Red Fescue 15% Chewings Fescue Seed shall be certified 98% weed free with a minimum germination of 90 %. Seed shall be applied at a rate of 2lbs per 1000 square feet. 9 -14.3 Fertilizer (Special Provision) Section 9 -14.3 is supplemented with the following: 11 Supplement 1 All Fertilizer applications for seeded lawn or trees shall follow Washington State University, National Arborist Association or other accepted agronomic or horticultural standards. Tree fertilizer shall be one of the following products or an approved equal: 1. Apex 23- 4 -12NW with controlled released NPK & micro - nutrients Type: granule Manufacturer: J.R. Simplot PO Box 198 Lathrop, CA 95330 2. Nutricote 18 -6 -8 with controlled release NPK & micro - nutrients Type: granule Manufacturer: Florikan 1579 Barber Rd Sarasota, FL 34240 3. Osmocote Pro 19 -5 -8 with slow - release NPK and micco- nutrients Type: granule Manufacturer: Everris /Israeli Chemicals Ltd (ICL) The selected fertilizer shall contain the following micro - nutrients: Magnesium (Mg) Copper (Cu) Boron (B) Iron (Fe) Manganese (Mn) Zinc (Zn) City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -150 Compost shall be 98% minimum material derived from the aerobic decomposition of recycled plant waste and /or secondary sewage treatment, PH range 5.5 -7. The Contractor shall provide ' a one cubic foot sample with supplier's certification for review and approval. 9 -14.6 Plant Materials 9- 14.6(2) Quality (Special Provision) Supplement ' Section 9- 14.6(2) is supplemented with the following: Plant material shall be free from disfiguring knots, swollen grafts, sunscald injuries, bark abrasions, evidence of improper pruning or other objectionable disfigurement. Trees will be provided with untapped, straight, single leaders, except for multiple stem (clump) ' trees. Trees shall have full crowns and balanced branching. Measurements, caliper, branching, grading, quality, balling and burlapping shall follow the Code of Standards of the American Associate of Nurserymen in the American Standard for Nursery Stock, ANSI 260.1, latest edition. Measurements shall be taken with all branches in their normal growing position. Plants shall not be pruned prior to delivery to site. 9- 14.6(3) Handling and Shipping City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 ' SP -151 SPECIAL PROVISIONS ' The controlled release period shall be greater than 6 months. 9- 14.4(3) Bark or Wood Chips ' (Special Provision) Supplement Section 9- 14.4(3) is supplemented with the following: Bark or Wood Chip Mulch shall be medium grade composted ground fir or hemlock bark. The bark shall be uniform in color, free from weed seeds, sawdust and splinters. The mulch shall not contain resin, tannin, wood fiber or other compounds detrimental to plant life. The ' moisture content of bagged mulch shall not exceed 22 %. The acceptable size range of bark mulch material is 1/F to 1" with maximum of 20% passing the 1/2" screen. ' 9- 14.4(8) Compost (Special Provision) Supplement Section 9- 14.4(8) is supplemented with the following: Compost shall be 98% minimum material derived from the aerobic decomposition of recycled plant waste and /or secondary sewage treatment, PH range 5.5 -7. The Contractor shall provide ' a one cubic foot sample with supplier's certification for review and approval. 9 -14.6 Plant Materials 9- 14.6(2) Quality (Special Provision) Supplement ' Section 9- 14.6(2) is supplemented with the following: Plant material shall be free from disfiguring knots, swollen grafts, sunscald injuries, bark abrasions, evidence of improper pruning or other objectionable disfigurement. Trees will be provided with untapped, straight, single leaders, except for multiple stem (clump) ' trees. Trees shall have full crowns and balanced branching. Measurements, caliper, branching, grading, quality, balling and burlapping shall follow the Code of Standards of the American Associate of Nurserymen in the American Standard for Nursery Stock, ANSI 260.1, latest edition. Measurements shall be taken with all branches in their normal growing position. Plants shall not be pruned prior to delivery to site. 9- 14.6(3) Handling and Shipping City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 ' SP -151 SPECIAL PROVISIONS (Special Provision) Supplement ' Section 9- 14.6(3) is supplemented with the following: All plant material shall be transported to planting locations with care to prevent damage. Tie ' back branches as necessary, and protect bark from chafing with burlap bags. Do not drag plant materials along ground without proper protection of roots and branches. Protect rootballs from environmental or mechanical damage and water as necessary to keep roots moist. Do not store plants for more than one week. 9- 14.6(4) Tagging I (Special Provision) Supplement Section 9- 14.6(4) is supplemented with the following: ' All plant material shall be legibly tagged. Tagging may be by species or variety with minimum of one tag per ten trees, shrubs, or vines. Remove all tagging prior to final acceptance. 9- 14.6(5) Inspection ' (Special Provision) Supplement ' Section 9- 14.6(5) is supplemented with the following: The Contracting Agency shall reserve the option of selecting and inspecting plant material at the nursery. The contractor shall provide the Contracting Agency with at least one week notice ' prior to preparing plants for shipping and delivery. The Contractor shall neither deliver to site nor install plant materials until authorized by the Contracting Agency. 9- 14.6(7) Temporary Storage ' (Special Provision) Supplement Section 9- 14.6(7) is supplemented with the following: ' Cold storage of plants shall not be permitted. ' If planting is delayed more than 24 hours after delivery, set balled and burlapped plants on the , ground, well protected with soil or wet peat. Adequately cover all roots of bare root material with soil or wet peat. Protect rootballs from freezing, sun, drying winds or mechanical damage. Water plant material as necessary until planted. ' City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -152 , SPECIAL PROVISIONS Plants shall not be stored for more than one week. Longer storage period at project site will result in rejection of plant materials by the Contracting Agency. 9 -15 IRRIGATION SYSTEM 9 -15.3 Automatic Controllers ' (Special Provision) Section 9 -15.3 is supplemented with the following: Battery Powered Controller shall be a wireless valve controller, with hand held programmer, with multi- station control. Controller shall be compatible with Automatic Control Valves and latching solenoid. Shell casing shall be waterproof up to a depth of 12 feet (IP68 rated). P n. H Battery powered controller shall be capable of being remotely programmed from up to 100 feet away using handheld programmer, shall be capable of simultaneous station operation Sensor inputs: 1 Power source: 9 -volt battery Operates DC latching solenoids only (P /N 458200) Operating temperature: 0° F to 140° F 9 -15.5 Valve Boxes and Protective Sleeves (Special Provision) Section 9 -15.5 is supplemented with the following: Valve boxes for control valves shall be grey flared box, HDPE construction with UV inhibitors, heavy duty seat collar, drop in locking, 171 x 24" D x 12" W with green HDPE drop in locking lid. Valve boxes for Double Check Valve Assembly shall be grey heavy duty polymer concrete, top dimensions 25 "L x 15 -16 "W and 24" D designed to withstand H -10 and H -20 loading in incidental and non - deliberate traffic areas. Valve box must be compliant with AASHTO H -10 Design Load; ASTM C 857 -95 Design Load of A -8, 8,000lbs. Box shall be alkaline, acid and weather resistant, with flush locking polymer concrete cover. Verify size to fit Double Check Valve Assembly. Valve boxes for quick coupler shall be light duty HDPE with UV inhibitors, 10" diameter flared box with bolt down cover. City of Federal Way FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -153 SPECIAL PROVISIONS 9- 15.7(1) Manual Control Valves (Special Provision) Section 9- 15.7(1) is supplemented with the following: Shut off valves upstream of automatic control valves shall be a heavy duty cast brass body gate valve with heavy cast iron handwheel, suitable for residential or commercial potable water applications, with screwed bonnet, non - rising stem, solid wedge disc and integral seats, size to fit line. 9 -15.13 Pressure Regulating Valves (Special Provision) Section 9 -15.13 is supplemented with the following: Pressure regulating valve shall be designed to reduce incoming water pressure from up to 400psi to a range of 25- 75psi. Valve shall be all bronze body construction, with thermal expansion bypass, serviceable in line, with internal stainless steel strainer. 9 -28 SIGNING MATERIALS AND FABRICATION 9 -28.12 Reflective Sheeting (Special Provision) Section 9 -28.12 is supplemented with the following: All roadside mounted signs shall use Type VIII sheeting. All mast arm mounted signs shall use type IX micro prismatic retroreflective sheeting. 9 -28.14 Sign Support Structures 9- 28.14(1) Timber Sign Posts (Special Provision) Section 9- 28.14(1) is supplemented with the following: All wood posts shall be buried a minimum of 30 inches below the finished ground line. Post backfill shall be compacted at several levels to minimize settling. All posts shall be two -way plumb. Wooden sign posts shall meet the material requirements of City of Federal Way Detail 3 -51 City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -154 Bid Document March 2014 E IAL PROVISIONS SP C ' 9 -29 ILLUMINATION, SIGNAL, ELECTRICAL 9 -29.1 Conduit, Innerduct, and Outerduct (NWR June 5, 2000) Section 9 -29.1 is supplemented with the following: Conduit Coatings ' Conduit fittings for steel conduit shall be coated with galvanizing repair paint in the same manner as conduit couplings. Electroplated fittings are not allowed. Steel conduit entering concrete shall be wrapped in 2- inch -wide pipe wrap tape with a minimum 1 -inch overlap for 12 inches on each side of the concrete face. Pipe wrap tape shall be installed per the manufacturer's recommendations. 9 -29.2 Junction Boxes, Cable Vaults, and Pull Boxes 9- 29.2(1) Standard Duty and Heavy -Duty Junction Boxes Section 9- 29.2(1) is supplemented with the following: 1! City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School ISP -155 Bid Document March 2014 (NW R January 21, 2011) Concrete Junction Boxes The Non -slip lid and frame shall be made of the following material: fNon -slip lid ASTM A36 flat steel Non -slip frame ASTM A36 flat steel Both the non -slip lid and non -slip frame shall be treated with Mebacl (their most aggressive surface) as manufactured by IKG industries, or SlipNOT Grade 3- coarse as manufactured by W.S. Molnar Co. The non -slip lid shall be identified with permanent marking on the underside indicating the type of surface treatment ( "M1" for Mebac 1; or "S3" for SlipNot3) and the year of manufacturer. The permanent marking shall be 1/8 inch line thickness formed by engraving, stamping or with a stainless steel weld bead. 9 -29.6 Light and Signal Standards ' (Special Provision) Section 9 -29.6 is supplemented with the following: Light standards shall be tapered round aluminum tube C -wall alloy 6063 satin brushed finish with Davit bracket arm, as shown in Federal Way DWG NO 3 -39, except that luminaire mounting height shall be as shown on the Luminaire Schedule, per the Plans. 9- 29.6(1) Steel Light and Signal Standards (Special Provision) 1! City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School ISP -155 Bid Document March 2014 SPECIAL PROVISIONS Section 9- 29.6(1) is supplement with the following: ' Illumination standards shall be furnished and installed in accordance with the methods and materials noted in the applicable Standard Plans, pre- approved plans, or special design plans. All welds shall comply with the latest AASHTO Standard Specifications for Support of Highway Signs, Luminaires, and Traffic Signals. Welding inspection shall comply with Section 6- 03.3(25)A, Welding Inspection. Hardened washers shall be used with all signal arm - connecting bolts instead of lock washers. , All signal arm AASHTO M 164 connecting bolts shall be tightened to 40 percent of proof load. Complete calculations for structural design, including anchor bolt details, shall be prepared and stamped by a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural Engineering or by an individual holding valid registration in another state as a civil or structural engineer. The foundation shall be engineered by a licensed structural engineer using pole manufacturer data and project supplied soils testing report. Engineered/ stamped plans by a currently licensed structural engineer shall be submitted to the project engineer. Foundation work and pole manufacture shall not commence until engineered plans have been approved by the project engineer. After delivering the poles or arms to the job site and before they are installed, they shall be stored in a place that will not inconvenience the public. All poles and arms shall be installed in compliance with Washington State Utility and Electrical Codes. (NWR May 1, 2006) Light and Signal Standard Painting Galvanized steel light standards shall not be painted. 9- 29.6(1)A Vacant (Special Provision) Section 9- 29.6(1)A is deleted and replaced with the following: , 9- 29.6(1)A Beacon Standards Pole Foundations: Shall be as indicated on the plans. Sign Poles, Bases, and Caps: Sign poles shall be 4" — 8 NPT Schedule 40, galvanized steel meeting the following minimum requirements: Standard 4" Sch 40 .......... ASTM A53 Grade B ERW Tensile Strength, KSI .......................... 60 City of Federal Way , FWH and Sacajawea MS Bid Document Pad Connection Safe Routes to School March 2014 SP -156 ISPECIAL PROVISIONS Yield Strength, KSI .............................. 35 Weight Per Foot ............................. 10.79 lb. Standard Wall Thickness .................. 0.237" Outside Diameter ............................... 4.5" Threading and deburring of the Pedestal Pole shall be in accordance with the basic dimensions of American National Standard Taper Pipe Threads, NPT (ANSI B1.2). The pole shall be pre - galvanized or galvanized after fabrication meeting the requirements below: 1. Pre - Galvanized: Pipe shall have clean square saw cuts and free of burrs. After threading threads shall be sprayed with a rust - protective zinc -rich coating. Galvanizing shall be a minimum of 1.6 oz. /ft.2. 2. Galvanized After Fabrication: Pipe shall have clean square saw cuts and free of burrs. Pole shall be hot dipped galvanized to comply with ASTM A -123 with a minimum of 1.6 oz. /ft2 after fabrication. Threads shall be heated and brushed to remove excess zinc. 3. MILL CERTIFICATION: Mill test reports to be maintained and supplied on request. PACKAGING: Threaded end shall have protective cap to prevent thread damage. Cardboard sleeve shall cover the entire length of shaft to protect surface finish during storage and shipment. Pole caps shall be provided by the solar panel manufacturer. The pole base shall be square aluminum pedestal base with aluminum door meeting the following minimum requirements: 1. Square cast aluminum with natural finish, minimum weight of 21 lbs. with dimensions as shown in the Figure below. 2. Upper end shall be threaded to receive a 4" NPT pipe shaft. Base threads shall be tapped 14 +13N to allow full pole engagement w/o exposed threads on the pole. City of Federal Way FWH and Sacaiawea MS Ped Connection Safe Routes to School SP -157 Bid Document March 2014 SPECIAL PROVISIONS , 3. Shall be of such design that it may be fastened to a foundation with four (4) 3/4" anchor I bolts located 90 degrees apart on the bottom of the base. 4. There shall be slots in the bottom of the base 11/2" wide and 21/2' long measured along the circumference of the bolt circle, allowing a proper fit even if the bolts are placed slightly off center. 5. Shall accommodate bolt circles of a minimum of 12" through a maximum of 141/2' and anchor bolts with a minimum of 5/8" through 1" diameter. 6. Shall be equipped with a removable aluminum door. Door opening shall be free of burrs and sharp edges and be no less than 81/2' square. The door shall be attached to the base using one stainless steel socket button head screw to prevent unauthorized entry. 7. Shall be fabricated free of voids, pits, dents, molding sand and excessive foundry grinding marks. All design radii shall be smooth and intact. Exterior surface finish shall be smooth and cosmetically acceptable by being free of molding fins, cracks and other exterior blemishes. 8. Shall be fabricated from new aluminum ingot. No scrap materials shall be used. Minimum requirements as follows: a. Aluminum Alloy ...........319 Elongation (% in 211) .........2 b. Tensile Strength, KSI ....... 27 Brinell Hardness .......... 70 -100 c. Yield Strength,KSI ...........18 FRANGIBILITY: The base shall meet or exceed 1985 AASHTO breakaway requirements. Test reports from an FHWA approved independent laboratory shall be provided certifying that the base has been tested and meets all applicable requirements. In addition, a statement of certification from the FHWA stating such tests have been accepted and approved shall be supplied. STRUCTURAL INTEGRITY: In order to prove structural soundness a certification from a recognized independent structural laboratory shall be provided certifying that the base will withstand a bending moment of 10,750 ft. lbs. Such test shall be performed in the following manner: 1. A force shall be applied at a distance from the bottom of the base in order to produce a moment. All bases must reach a moment capacity of 10,750 ft. lbs. without breaking, cracking or rupturing in any manner. 2. After force has been removed, the lever arm shall return to within .250" of its original rest position. 3. All tests shall be made using 4" schedule 40 Steel Pipe. A reinforcing collar shall be installed at the top of the pole base in accordance with manufacturers' instructions. The collar shall be a three segment assembly designed to retrofit City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -158 Bid Document March 2014 SPECIAL PROVISIONS onto an existing square cast aluminum or iron pedestal base. The collar shall meet the following minimum requirements: MATERIAL: Reinforcing collar shall be three -piece cast aluminum with the minimum requirements: Aluminum Alloy ............................713 Tensile Strength, KSI ....................32 Yield Strength, KS1 ........................22 Elongation (% in 2 ") .......................3 Brinell Hardness ............................70 Minimum Wall Thickness .............5/8" Minimum Overall Height ............. 4 -3/8" INSTALLATION: The collar shall be clamped around the top of a pedestal base by the use of two (2) 5/16" Socket Head Bolts per segment (Figure 1). Each segment shall have a 5/16" pilot hole for drilling through base. A 5/16" x 3/4" Roll Pin shall be driven through the collar into the base until flush to prevent the collar from walking up the base. HARDWARE: (6) 5/16 " -18 x 1' /2' Socket Head Capscrews (3) 5/16" Dia. x 3/4" Roll Pins FINISH: Collar Segment: Alodine 1200 FASTENERS: Zinc w/ Yellow Di- Chromate In addition to meeting the above requirements, all poles, bases, collars, caps and related hardware shall be fully interchangeable with the following items manufactured by Pelco Products, Inc., Edmond, Oklahoma, such that any individual component can be replaced without requiring replacement of the entire system: • Pedestal pole, Model No PB -5200 • Square Base Assembly, Model No PB -5334 • Pole & Base Collar Assembly, Model No PB -5325 • Pole Cap, provided by solar panel manufacturer 9- 29.7(2) Fused Quick- Disconnect Kits Section 9- 29.7(2) is supplemented with the following: City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -159 Bid Document March 2014 SPECIAL PROVISIONS Fused quick- disconnect kits shall be of the SEC type or equivalent. Underground illumination splices shall be epoxy or underground service buss /light connector kits. Installation shall conform to details in the Standard Plans. 9 -29.10 Luminaires (Special Provision) The third and fourth paragraphs are deleted and replaced with the following: All luminaires shall be provided with markers for positive identification of light source type and wattage. Markers shall comply with ANSI C136.15 -2011 "American National Standard for Roadway and Area Lighting Equipment — Luminaire Field Identification ". 9- 29.11(2) Photoelectric Control (Special Provision) Section 9- 29.11(2) is supplemented with the following: One photocell shall be installed for each new electrical service cabinet installation. The photocell shall be located on the top of the luminaire closest to the electrical service as shown on plans. Measurement shall be based on a lump sum, completed in place. Payment will be considered incidental to traffic signal system items for traffic signal standard mounted luminaires. All other photocells shall be included in "Illumination System, Complete ".. 9 -29.14 Vacant (Special Provision) Section 9 -29.14 is deleted and replaced with the following: 9 -29.14 Rectangular Rapid Flashing Beacon System The solar powered Rectangular Rapid Flashing Beacon System shall be an SC315 Gen III by Carmanah. Push button stations shall be model XAV2E -LED by Polara. The Controller with Rectangular Rapid Flashing Beacons (RRFB) shall meet all FHWA and MUTCD standards. The system shall be capable of activation by a variety of devices, including pushbuttons, microwave detectors, pedestrian- activated pads and passive activation bollards. The RRFB brightness and light emitting surface dimensions shall exceed the FHWA minimum standards and shall be capable of being viewed from distances of over 1000 feet during the day and over one mile at night. The system components shall mount quickly and easily to any pole, and construction shall be durable, corrosion - resistant and protect against wind, rain and vandalism. 1 Lli 1 1 Based on proven, standards -based network and software technology, the controller with RRFB shall provide for remote system management without the installation or alteration of any other equipment or associated hardware, and require no local host or client software. The system shall utilize GPRS /EDGE modem technology and closed -loop Transmission Control Protocol /Internet City of Federal Way ' FWH and Sacajawea MS Bid Document Ped Connection Safe Routes to School March 2014 SP -160 ' SPECIAL PROVISIONS ' Protocol (" TCP /IP ") over a Virtual Private Network ( "VPN ") to ensure reliable, secure communication. ' The GPS- equipped controller with RRFB shall be capable of being accessed from virtually any browser - enabled device via an intuitive user interface that displays the exact location of all systems within the enterprise on a map. System activation duration shall also be programmed via this easy- to -use interface. The system shall provide for on- demand activation of RRFBs for emergency or any other purposes; on- demand test of communication interruption (knockdown), battery health (solar only), RRFB outage and activation reports through the user interface; and communication ' interruption (knockdown), low battery (solar only), and RRFB outage diagnostics by proactive email. The Rectangular Rapid Flashing Beacon System shall consist of the following components: 1. System Server: The System Server shall be housed in one or more independent facilities with on- premises 24/7 security staff and Uninterruptible Power Supply ( "UPS "). 2. Controller: The Controller shall be equipped with a GPRS /EDGE modem and GPS receiver attached to its antenna unit, and the system shall not require the installation or alteration of any other equipment or associated hardware, such as traffic signal controllers, Ethernet connections, local radios, local wireless connections or local ' networks. 3. Rectangular Rapid Flashing Beacons: The RRFB housing shall contain two primary light bars mounted in compliance with MUTCD requirements, but exceeding the minimum 5" W x 2" H size and MUTCD total light emission requirements. In addition to the primary light bars, the housing shall have smaller secondary light bars mounted on each end for pedestrian notification, arrayed in a 0.4" W x 2" H rectangle. The secondary light bars shall have optional opaque covers if pedestrian notification from either or both ends of the housing is not desired. The overall dimensions of the RRFB unit shall be 29 "W x 4 "H x 1.5 "D. The LEDs used in both the primary and secondary light bars shall be rated for a minimum 15 -year life, and the light bars shall not protrude beyond the surface of the housing, shall not be mounted to the housing with exposed screws, and shall be covered with polycarbonate windows for durability and vandal resistance. The RRFB shall draw attention at distances greater than 1000 feet during ' the day and over 1 mile at night. The controller shall adjust RRFB brightness as outside light levels change between day and night, being brighter during the day and less bright at night. 4. Rectangular Rapid Flashing Beacon Housing: The RRFB housing shall be made of powder- coated aluminum with a minimum thickness of 0.125 ", and shall provide a mounting mechanism allowing for directional rotation of the primary light bars toward oncoming traffic at curves, corners, and roundabouts. ' 5. Activation Devices: The controller shall be capable of being activated by a variety of devices, including pushbuttons, microwave detectors, pedestrian- activated pads and passive- activation bollards. Pedestrian push buttons shall be APS style with a directional 6. Communication Protocols: Each controller shall be equipped with a GPRS /EDGE modem and GPS receiver attached to its antenna unit. For security and reliability purposes, communication between the System Server and the controller shall utilize the closed -loop Transmission Control Protocol /Internet Protocol ( "TCP /IP ") over a highly secure Virtual Private Network ( "VPN ") in addition to the intrinsic security provided by ' the cell network encryption. Communication between the System Server and any desktop, notebook, netbook, tablet or smartphone running a mainstream browser, such ' City of Federal Way FWH Sacajawea MS Bid Document and Ped Connection Safe Routes to School March 2014 ' SP -161 SPECIAL PROVISIONS as Internet Explorer, Firefox, Chrome or Safari ( "Capable Device "), shall be via a secure (hops) website and shall also use TCP /IP protocol encrypted using the same machinery employed in electronic funds transfer. 7. No Local Software: No local host or client software and its associated maintenance updates shall be required. 8. Remote Management: The controller shall be remotely managed for purposes of activation duration setting and maintenance. Remote management shall be performed over a cellular M2M network and the internet, from anywhere an internet connection can be made by a Capable Device. Multiple users from any locations with internet access shall be able to perform system management operations simultaneously. 9. Intuitive User Interface: Using unique user names and passwords, users shall be able to access the graphical, browser -based User Interface ( "UI "). For ease of system management, the Ul shall use intuitive graphics, and the UI shall display an icon representing each controller with its name and exact location on a map. Security access shall be hierarchical, and allow system administrators to assign system administrator, scheduler /editor or viewer -only permission to individual users. 10. On-Demand Activation, Test and Reports: Each system shall provide on- demand activation of RRFBs for emergency or any other purposes; on- demand test of communication interruption (knockdown), battery health (solar only), Beacon outage, and activation reports through the user interface. 11. Proactive Diagnostics: Each system shall generate proactive daily RRFB outage, battery health and communication interruption (knockdown) diagnostics delivered by email to a configurable set of recipients. 12. Enclosure: The controller shall be housed in a vandal- resistant, aluminum, NEMA 313 pole- mounted cabinet with a lockable, hinged door. 13. Power Options: The controller unit shall be available in solar 12 VDC, 35 AHr equipped with 90W solar panels, or in 120 VAC, 50W versions. Solar- powered systems shall provide a minimum of 15 days of back -up battery power in the absence of sunlight while operating at full brightness and at standard usage levels, including APS push buttons. 9 -29.24 Service Cabinets (Special Provision) Section 9 -29.24 is supplemented with the following: The service cabinet shall be aluminum, and shall conform to Federal Way Drawing Number 3 -45. Service cabinet wiring shall conform to Federal Way Drawing Number 3 -41. The unit shall be modified as necessary to meet all current requirements of the Department of Labor and Industries and Puget Sound Energy. The service cabinet shall be equipped with a lockable stainless steel handle and a three -point locking system. The service cabinet shall contain one (1) ground fault receptacle, a 100 -amp main breaker, and the branch breakers as shown on the Illumination plans. The service cabinet shall be equipped with a door -in -door, dead -front assembly, which shall prevent the exposure of circuit breakers and wiring. Wiring shall be arranged so that any piece of apparatus may be removed without disconnecting any wiring, except the lead to that piece of apparatus. All wiring shall be appropriately marked with a permanent, indelibly marked, clip - sleeve wire marker. All wiring shall conform to NEMA Class II C. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School SP -162 i 1 F I n Bid Document ' March 2014 SPECIAL PROVISIONS The service cabinet shall be aluminum, and shall be approved with Underwriters Laboratory label on the panel boards. A copy of the wiring diagram shall be provided in a plastic holder mounted conveniently inside the service cabinet. Nameplates shall be provided for each control component and shall be embossed phenolic with white letters on black background. Nameplates shall be screw - fastened. City of Federal Way FWH and Sacajawea MS Ped Connection Safe Routes to School END OF DIVISION 9 SP -163 Bid Document March 2014 1 1 1 C C C REQUIRED CONTRACT PROVISIONS, FEDERAL AID PR03ECTS I REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS FHWA -1273 -- Revised May 1, 2012 I. General 11. Nondiscrimination Ill. Nonsegregated Facilities IV. Davis -Bacon and Related Act Provisions V. Contract Work Hours and Safety Standards Act Provisions ' VI. Subletting or Assigning the Contract VII. Safety: Accident Prevention VIII. False Statements Concerning Highway Projects ' IX. Implementation of Clean Air Act and Federal Water Pollution Control Act X. Compliance with Governmentwide Suspension and Debarment Requirements X1. Certification Regarding Use of Contract Funds for Lobbying ATTACHMENTS ' A. Employment and Materials Preference for Appalachian Development Highway System or Appalachian Local Access Road Contracts (included in Appalachian contracts only) 1. GENERAL ' 1. Form FHWA -1273 must be physically incorporated in each construction contract funded under Title 23 (excluding emergency contracts solely intended for debris removal). The contractor (or subcontractor) must insert this form in each subcontract and further require its inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services). The applicable requirements of Form FHWA -1273 are incorporated by reference for work done ' under any purchase order, rental agreement or agreement for other services. The prime contractor shall be responsible for compliance by any subcontractor, lower -tier subcontractor or service provider. ' Form FHWA -1273 must be included in all Federal-aid design -build contracts, in all subcontracts and in lower tier subcontracts (excluding subcontracts for design services, purchase orders, rental agreements and other agreements for supplies or services). The design - builder shall be responsible for compliance by any subcontractor, lower -tier subcontractor or service provider. Contracting agencies may reference Form FHWA -1273 in bid proposal or request for proposal ' documents, however, the Form FHWA -1273 must be physically incorporated (not referenced) in all contracts, subcontracts and lower -tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services related to a construction contract). 2. Subject to the applicability criteria noted in the following sections, these contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superintendence and to all worts performed on the contract by piecework, station work, or by subcontract. 3. A breach of any of the stipulations contained in these Required Contract Provisions may be sufficient grounds for withholding of progress payments, withholding of final payment, termination of the contract, suspension / debarment or any other action determined to be appropriate by the contracting agency and FHWA. 4. Selection of Labor: During the performance of this contract, the contractor shall not use convict labor for any purpose within the limits of a construction project on a Federal -aid highway unless it is labor performed by convicts who are on parole, supervised release, or probation. The term Federal -aid highway does not include roadways functionally classified as local roads or rural minor collectors. ICI. NONDISCRIMINATION The provisions of this section related to 23 CFR Part 230 are applicable to all Federal -aid construction contracts and to all related construction subcontracts of $10,000 or more. The provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or architectural service contracts. In addition, the contractor and all subcontractors must comply with the following policies: Executive Order 11246, 41 CFR 60, 29 CFR 1625 -1627, Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The contractor and all subcontractors must comply with: the requirements of the Equal Opportunity Clause in 41 CFR 60- 1.4(b) and, for all construction contracts exceeding $10,000, the Standard Federal Equal Employment Opportunity Construction Contract Specifications in 41 CFR 60 -4.3. Note: The U.S. Department of Labor has exclusive authority to determine compliance with Executive Order 11246 and the policies of the Secretary of Labor including 41 CFR 60, and 29 CFR 1625 - 1627. The contracting agency and the FHWA have the authority and the responsibility to ensure compliance with Title 23 USG Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), and Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The following provision,is adopted from 23 CFR 230, Appendix A, with appropriate revisions to conform to the U.S. Department of tabor (US DOL) and FHWA requirements. 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630, 29 CFR 1625 -1627, 41 CFR 60 and 49 CFR 27) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The provisions of the Americans with Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this 2 0 7 L -7 �I 1 C u J I contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the contracting agency and the Federal Government to ensure that it has made every good faith effort to provide equal opportunity with respect to all of its terms and conditions of employment and in their review of activities under the contract. b. The contractor will accept as its operating policy the following statement: "it is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, pre- apprenticeship, and/or on-the-job training." 2. EEO Officer: The contractor will designate and make known to the contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active EEO program and who must be assigned adequate authority and responsibility to do so. ' 3. Dissemination of Policy: All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: ' a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination ' by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. ' c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minorities and women. d.. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e. The contractor's EEO policy and the procedures to implement such policy will be brought to ' the attention of employees by means of meetings, employee handbooks, or other appropriate means. ' 4. Recruitment., When advertising for employees, the contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minorities and ' women in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minorities and women. To meet this requirement, the contractor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority and women applicants may be referred to the contractor for employment consideration. b. In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, the contractor is expected to observe the provisions of that agreement to the extent that the system meets the contractor's compliance with EEO contract provisions. Where implementation of such an agreement has the effect of discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Federal nondiscrimination provisions. c. The contractor will encourage its present employees to refer minorities and women as applicants for employment. Information and procedures with regard to referring such applicants will be discussed with employees. 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. if the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with its obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. if the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of their avenues of appeal 6. Training and Promotion: a. The contractor will assist in locating, qualifying, and increasing the skills of minorities and women who are applicants for employment or current employees. Such efforts should be aimed at developing full journey level status employees in the type of trade or job classification involved. 4 b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., ' apprenticeship, and on -the -job training programs for the geographical area of contract performance. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. The contracting agency ' may reserve training positions for persons who receive welfare assistance in accordance with 23 U.S.C. 140(x). ' c. The contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The contractor will periodically review the training and promotion potential of employees who are minorities and women and will encourage eligible employees to apply for such training and promotion. ' 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use good faith efforts to obtain the cooperation of such unions to increase opportunities for minorities and women. Actions by the contractor, either directly or through a ' contractor's association acting as agent, will include the procedures set forth below: . a. The contractor will use good faith efforts to develop, in cooperation with the unions, joint ' training programs aimed toward qualifying more minorities and women for membership in the unions and increasing the skills of minorities and women so that they may qualify for higher paying employment. b. The contractor will use good faith efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the contracting agency and shall set forth what efforts have been made to obtain such information. ' d. In the event the union is unable to provide the contractor with a reasonable flow of referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, ' religion, sex, national origin, age or disability; making full efforts to obtain qualified and /or qualifiable minorities and women. The failure of a union to provide sufficient referrals (even though it is obligated to provide exclusive referrals under the terms of a collective bargaining agreement) does not relieve the contractor from the requirements of this paragraph. in the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall ' immediately notify the contracting agency. 8. Reasonable Accommodation for Applicants / Employees with Disabilities; The ' contractor must be familiar with the requirements for and comply with the Americans with Disabilities Act and all rules and regulations established there under. Employers must provide reasonable accommodation in all employment activities unless to do so would cause an undue ' hardship. 6 1 9. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age ' or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of this contract. , a. The contractor cto shall notify all potential subcontractors and suppliers and lessors of their EEO obligations under this contract. ' b. The contractor will use ood faith efforts to ensure subcontractor g actor compliance with their EEO obligations. 10. Assurance Required by 49 CFR 26.13(b): The ' a. requirements of 49 CFR Part 26 and the State DOT's U.S. DOT-approved DBE program are incorporated by reference. b. The contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, ' which may result in the termination of this contract or such other remedy as the contracting agency deems appropriate. i 11. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following the date of the final payment to the contractor for all contract work and shall be ' available at reasonable times and places for inspection by authorized representatives of the contracting agency and the FHWA. ' a. The records kept by the contractor shall document the following: (1) The number and work hours of minority and non - minority group members and women ' employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportunities for minorities and women; and , (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minorities and women; ' b. The contractors and subcontractors will submit an annual report to the contracting agency each July for the duration of the project, indicating the number of minority, women, and non - ' minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA -1391. The staffing data should represent the project work force on board in all or any part of the last payroll period preceding , the end of July. If on- the -job training is being required by special provision, the contractor will be required to collect and report training data. The employment data should reflect the work force on board during all or any part of the last payroll period preceding the end of July. ' 6 1 L i r i 1 H F 7 _J C 111. NONSEGREGATED FACILITIES This provision is applicable to all Federal -aid construction contracts and to all related construction subcontracts of $10,000 or more. The contractor must ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, religion, sex, or national origin cannot result. The contractor may neither require such segregated use by written or oral policies nor tolerate such use by employee custom. The contractor's obligation extends further to ensure that its employees are not assigned to perform their services at any location, under the contractor's control, where the facilities are segregated. The term "facilities" includes waiting rooms, work areas, restaurants and other eating areas, time clocks, restrooms, washrooms, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing provided for employees. The contractor shall provide separate or single -user restrooms and necessary dressing or sleeping areas to assure privacy between sexes. IV. DAVIS -BACON AND RELATED ACT PROVISIONS This section is applicable to all Federal -aid construction projects exceeding $2,000 and to all related subcontracts and lower -tier subcontracts (regardless of subcontract size). The requirements apply to all projects located within the right -of -way of a roadway that is functionally classified as Federal -aid highway. This excludes roadways functionally classified as local roads or rural minor collectors, which are exempt. Contracting agencies may elect to apply these requirements to other projects. The following provisions are from the U.S. Department of Labor regulations in 29 CFR 5.5 "Contract provisions and related matters" with minor revisions to conform to the FHWA -1273 format and FHWA program requirements. 1. Minimum wages a. All laborers and mechanics employed or working upon the site of the work, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph 1.d, of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under paragraph 1.b. of this section) and the Davis -Bacon poster (WH -1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. b. (1) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (i) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (ii) The classification is utilized in the area by the construction industry; and (iii) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (2) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (3) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Wage and Hour Administrator for determination. The Wage and Hour Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30 -day period that additional time is necessary. (4) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs 1.b.(2) or 1.b.(3) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. u L �I C C� 7 'I Ll C c. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor ' shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. ' d. If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, ' That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 2. Withholding ' The contracting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor under this contract, or any other Federal contract with the same prime contractor, or any other ' federally- assisted contract subject to Davis -Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and ' helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required ' by the contract, the contracting agency may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 1 3. Payrolls and basic records ' a. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of ' wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis -Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever ' the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis -Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the ' costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. G 9 J b. ' (1) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the contracting agency. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included ' on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee ( e.g. , the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form ' WH -347 is available for this purpose from the Wage and Hour Division Web site at http:// www. dol. gov /esa/whd/forms/wh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and ' subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the contracting agency for transmission to the State DOT, the FHWA or the Wage and Hour Division of the Department of Labor for ' purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly ' submission to the contracting agency.. (2) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the , contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (i) That the payroll for the payroll period contains the information required to be provided under §5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being maintained under §5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such information is ' correct and complete; (ii) That each laborer or mechanic (including each helper, apprentice, and trainee) ' employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3; ' (iii) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified ' in the applicable wage determination incorporated into the contract. (3) The weekly submission of a properly executed certification set forth on the reverse side of t Optional Form WH -347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 3.b.(2) of this section. (4) The falsification of any of the above certifications may subject the contractor or ' subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of title 31 of the United States Code. ' c. The contractor or subcontractor shall make the records required under paragraph 3.a. of this section available for inspection, copying, or transcription by authorized representatives of the contracting agency, the State DOT, the FHWA, or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the FHWA may, 10 J F I I J I 1 �I I F1 -1 u after written notice to the contractor, the contracting agency or the State DOT, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. 4, Apprentices and trainees a. Apprentices (programs of the USDOL). Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed.. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. b. Trainees (programs of the USDOL). Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and 11 individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30. d. Apprentices and Trainees (programs of the U.S. DOT). Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal - aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 5. Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. 6. Subcontracts. The contractor or subcontractor shall insert Form FHWA -1273 in any subcontracts and also require the subcontractors to include Form FHWA -1273 in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5. 7. Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 12 1 In u r F n -1 I ' 8, Compliance with Davis -Bacon and Related Act requirements. All rulings and interpretations of the Davis -Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are ' herein incorporated by reference in this contract. 9. Disputes concerning labor standards. Disputes arising out of the labor standards ' provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. ' 10. Certification of eligibility. a. By entering into this contract, the contractor certifies that' neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). ' c. The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. V. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT The following clauses apply to any Federal -aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchmen and guards. '1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed ' on such work to work in excess of forty hours in such workweek unless such laborer or . mechanic receives compensation at a rate not less than one and one -half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. ' 2. Violation; liability or unpaid wages; liquidated damages. In the event of an violation of tY p 9� q 9 Y the clause set forth in paragraph (1.) of this section, the contractor and any subcontractor ' responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1.) of this section, in the sum of $10 for each calendar day on which such individual 13 Vi. SUBLETTING OR ASSIGNING THE CONTRACT This provision is applicable to all Federal -aid construction contracts on the National Highway System. 1. The contractor shall perform with its own organization contract work amounting to not less , than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the contracting agency. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635.116). a. The term "perform work with its own organization" refers to workers employed or leased by ' the prime contractor, and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor or lower tier , subcontractor, agents of the prime contractor, or any other assignees. The term may include payments for the costs of hiring leased employees from an employee leasing firm meeting all relevant Federal and State regulatory requirements. Leased employees may only be included in this term if the prime contractor meets all.of the following conditions: (1) the prime contractor maintains control over the supervision of the day - today activities of ' the leased employees; (2) the prime contractor remains responsible for the quality of the work of the leased employees; (3) the prime contractor retains all power to accept or exclude individual employees from ' work on the project; and 14 ' was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1.) of this section. 3. Withholding for unpaid wages and liquidated damages. The FHWA or the contacting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of ' work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally- assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2.) of this section. 4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (1.) through (4.) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor ' shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1.) through (4.) of this section. Vi. SUBLETTING OR ASSIGNING THE CONTRACT This provision is applicable to all Federal -aid construction contracts on the National Highway System. 1. The contractor shall perform with its own organization contract work amounting to not less , than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the contracting agency. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635.116). a. The term "perform work with its own organization" refers to workers employed or leased by ' the prime contractor, and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor or lower tier , subcontractor, agents of the prime contractor, or any other assignees. The term may include payments for the costs of hiring leased employees from an employee leasing firm meeting all relevant Federal and State regulatory requirements. Leased employees may only be included in this term if the prime contractor meets all.of the following conditions: (1) the prime contractor maintains control over the supervision of the day - today activities of ' the leased employees; (2) the prime contractor remains responsible for the quality of the work of the leased employees; (3) the prime contractor retains all power to accept or exclude individual employees from ' work on the project; and 14 ' (4) the prime contractor remains ultimately responsible for the payment of predetermined minimum wages, the submission of payrolls, statements of compliance and all other Federal regulatory requirements. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized ' knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid or propose on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph (1) of Section VI is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. ' 3. The contractor shall furnish a a competent superintendent or su pe rvisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the contracting officer determines is necessary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the ' written consent of the contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the contracting agency has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and ' requirements of the prime contract. 5. The 30% self - performance requirement of paragraph (1) is not applicable to design - build contracts; however, contracting agencies may establish their own self - performance requirements. ' VIII. SAFETY: ACCIDENT PREVENTION ' This provision is applicable to all Federal -aid construction contracts and to all related subcontracts. ' 1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the contracting officer may determine, to be reasonably ' necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under ' conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety ' Standards Act (40 U.S.C. 3704). 'J 15 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C.3704). Vlll. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS This provision is' applicable to all Federal -aid construction contracts and to all related subcontracts. In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal -aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible: Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, Form FHWA -1022 shall be posted on each Federal -aid highway project (23 CFR 635) in one or more places where it is readily, available to all persons ,concerned with the project: 18 U.S.C. 1020 reads as follows: "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved* by the Secretary of Transportation; or Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal -aid Roads Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented; Shall be fined under this title or imprisoned not more than 5 years or both." IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT This provision is applicable to all Federal -aid construction contracts and to all related subcontracts. 16 f] I� L 1 �I 0 1 By submission of this bid /proposal or the execution of this contract, or subcontract, as appropriate, the bidder, proposer, Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1. That any person who is or will be utilized in the performance of this contract is not prohibited from receiving an award due to a violation of Section 508 of the Clean Water Act or Section 306 of the Clean Air Act. ' 2. That the contractor agrees to include or cause to be included the requirements of paragraph (1) of this Section X in every subcontract, and further agrees to take such action as the contracting agency may direct as a means of enforcing such requirements. 1 G u � I X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION This provision is applicable to all Federal -aid construction contracts, design -build contracts, subcontracts, lower -tier subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is estimated to cost $25,000 or more — as defined in 2 CFR Parts 180 and 1200. 1. Instructions for Certification — First Tier Participants: a. By signing and submitting this proposal, the prospective first tier participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective first tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective first tier participant to fumish a certification or an explanation shall disqualify such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the contracting agency determined to enter into this transaction. If it is later determined that the prospective participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the contracting agency may terminate this transaction for cause of default. d. The prospective first tier participant shall provide immediate written notice to the contracting agency to whom this proposal is submitted if any time the prospective first tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or 17 general contract). "Lower Tier Covered Transactions' refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier Participant" refers to the participant who has entered into a covered transaction with a grantee orsubgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant" refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). f. The prospective first tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is-debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective first tier participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transactions, provided by the department or contracting agency, entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (https: /hvww.eals.gov/), which is compiled by the General Services Administration. i, Nothing contained in the foregoing shall be construed to require the establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of the prospective participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph (f) of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. 2. Certification Regarding Debannent, Suspension, Ineligibility and Voluntary Exclusion — First Tier Participants: a. The prospective first tier participant certifies to the best of its knowledge and belief, that it and its principals: (1) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency; 1B I I 1 i II r l� 0 G (2) Have not within a three -year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or ' commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (3) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (a)(2) of this certification; and ' (4) Have not within a three -year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. ' b. Where the prospective participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 2. Instructions for Certification - Lower Tier Participants: (Applicable to all subcontracts, purchase orders and other lower tier transactions requiring prior FHWA approval or estimated to cost $25,000 or more - 2 CFR Parts 180 and 1200) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. ' b. The certification in this clause is a material representation of fact upon which reliance was p p placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the federal Government, the department, or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that ' its certification was erroneous by reason of changed circumstances. d. The terms "covered transaction," "debarred," "suspended," "ineligible, "participant," ' "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant ' (such as the prime or general contract). "Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier Participant" refers to the participant who has entered into a covered transaction with a grantee ' or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant" refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier ' covered transaction with a person who is debarred, suspended, declared ineligible, or 19 voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," without modification, in all lower tier covered