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AG 11-104RETURN TO: ��� y 3 EXT: Z"],� Z_ CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATINGDEPT/DIV: PUBLIC WORKS / S�re��5 2. ORIGINATING STAFF PERSON: l� r�a� ��(} �Q2f`T S EXT: � 7 Z 3 3. DATE REQ. BY: 4. TYPE OF DOCUMENT �CHECK ONE�: ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ� O PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT � GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG o REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT �E.G. BOND RELATED DOCUMENTS� � ORDINANCE ❑ RESOLUTION ,�CONTRACTAMENDMENT (AG#�: / "! � INTERLOCAL ❑ OTHER �atiaP l�r�e� S _ __ 5. PROJECT NAME: _L- (1. NAME OF CONT] ADDRESS:T � SI E-MAIL: �Gtcll SIGNATURE NAM � �� �t �d(rt�lEl tti TELEPHONE: �Q(�,- Z7'�- �93 �? F.ax: TITLE: ��t S/' � d t�, ��4 r'• 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES � COMPEN5ATION ❑ INSURANCE REQUIItEMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS � PROOF OF AUTHORITY TO SIGN � REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # a�i' I�S30fS BL, EXP. 12/31/ UBI #�-Q'�n- gS`� , EXP. _/ /_ 8. TERM: COMMENCEMENT DATE: S�� 3l l I COMPLETION DATE: /�( I-� I. TOTAL COMPENSATION: $ �� �a� OZ ( � � � -,� ZQ, 3 (e,7rC� ` ��/�� 41 �y �� 3.� ) INC;LUDE EXPENSES AND SALES TAX, IF ANY (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES� REIMBURSABLE EXPENSE: ❑ YES �IO IF YES, MAXIMUM DOLL� AMOLTNT: $ IS SALES TAX OWED: �YES ❑ NO IF YES, $ C r/? G� � PAID BY: � CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASECHARGETO: �iXn -L(�EOF�-tS��S�ZS �D -�c3� lO. DOCUMENT / CONTRACT REVIEW ,�ROJECT MANAGER Tln7TCr�1.r A�T •�*_• (+rn - � DEPUTY DIIZECTOR �"DIRECTOR �o��y �LAW DEPT 11. COUNCIL APPROVAL (IF APPLICABLE� INI L/ DATE R VIEWED INITIAL / DATE APPROVED / ��o / �. �V c� Z ���� — � COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: �I�I�Z ❑ ATTACH: SIGNATUREAUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ LAW DEPT �SIGNATORY (MAYOR OR IRECTOR� i� CITY CLERK �o ASSIGNED AG # �SIGNED COPY RETURNED �RETURN ONE ORIGINAL COMMENTS: �-------,� � �, �------ _ _ -r-� _ �_ r r INITIAL / DATE SIGNED l/ / I z- a�#� .�� -10�� DATE SENT: �' I� I I► COUNCIL APPROVAL DATE: DATE REC'D: E f �Pbvt �� 11 /9 AG11-104 PROJECT NLJMBER CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 5 CHANGE ORDER NUMBER I-5 Southbound 320�' St Off-Ramp Channelization PROJECT TITLE SUMMARY OF PROPOSED CHANGES: 1. Delete Second and Third Year Plant Establishment EFFECTIVE DATE ICON Materials CONTRACTOR DESCRIPTION This change hereby deletes bid item 55 Plant Establishment - Second Year, Lump Sum; and bid item 56 Plant Establishment — Third Year, Lump Sum. PAYMENT The contract is decreased for the deletion of bid item 55 Plant Establishment — Second Year, Lump Sum in the amount of ($9,300.00); and bid item 56 Plant Establishment — Third Year, Lump Sum in the amount of ($9,300.00) for a total decrease of ($18,600.00). TIME No working days will be added to or removed from the contract time as a result of the change. Bid Item Breakdown Contract Bid Change Item Descri tion Unit Unit Price Amount 55 Plant Establishment - Second Year credit L.S. $9,300.00 $9,300.00 56 Plant Establishment - Third Year credit L.S. $9,300.00 $9,300.00 $18, 600.00 Sales Tax 9.5% $1,767.00 TOTAL NET DECREASE $20,367.00 TOTAL NET CONTRACT DECREASE An independent cost analysis has been performed ❑ Yes � No $ (20,367.00) The time provided for completion in the Contract is � Unchanged 0 Increased 0 Decreased by _ Working 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? If "Yes" Will the Policies Be Extended? STATEMENT: � Yes ❑ No ❑ Yes � No Payment for the above work will be in accordance with applicable portdons of the standard specifacations, 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. ORIGINAL CONTRACT AMOLTNT $2,639,427.42 PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT Tt'�,�/ l��T��l.fiG. CONTRACTOR � 0 $ 55,487.93 $ (20,367.00) $2,674,548.35 /l//.�//Z DATE f�/�41�-� CARY M. ROE, P.E DATE DIRECTOR OF PARKS, PUBLIC WORKS, & EMERGENCY MANAGEMENT 2 RETURN TO: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATINGDEPT/DIV: PUBLICWORKS/ S�'re�=�� 2. ORIGINATING STAFF PERSON: ��( Gl �I � O�C-' Y'�S EXT: Z 7�� 3. DATE REQ. BY: 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 ❑ CONTRACTAMENDMENT(AG ( ^ / ❑ INTERLOCAL ❑ OTHER �a�aP /�Y�cYP_I` �-I __ 5. PROJECT NAME: �-� SOU.� (a p,.t � or .� � C'� S�(� ` d G+�f 4� �� oc H l�l e I f�Gt�TI D lil � 6. NAME OFCONTRACTOR: � G� ADDRESS: I S� �'S (��r I P� SIGNATURE 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION O INSURANCE REQUIl2EMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # �� - l05�3O � BL , E�. 12/31/ UBI # �Q�-C�t'�'$5� , EXP. _/ / 8. TERM: COMMENCEMENT DATE: S/(3// 1 COMPLETION DATE: N�A �-' � �� 6�y,�t rS,.3S 9. TOTAL COMPENSATION: $ Z i�7�, � S 7. q� "�" �� S� .3�_ (�CLUDE 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, MAXIMLJM DOLLAR AMOLJNT: $ IS SALES TAX OWED: �ES ❑ NO IF YES, $ C�{ (77 �S ��{ � PAID BY: O CONTRACTOR ❑ CITY EXT: r�a �s -. P�� 1 l .(/V�} � t�i �y 7 TELEPHONE: ZO�D' 2 7`I ^ 3 R3 z �� i �+ � S L,Z� IM FAX: TITL E:C!>�t P� DlJ Me �: ❑ PURCHASING: PLEASE CHARGE TO: 3 D�O - 4 �I C� - 1 SCn S�I S 3O Co.3� 10. DOCUMENT / CONTRACT REVIEW PROJECT MANAGER �DEPUTY DIIZECTOR �IRECTOR �er� �LAW DEPT . i�`�� ' �r,�� \t�lf � _ r _I� � INITIAL / DATE APPROVED 11 . COUNCIL APPROVAL �IF APPLICABLE� COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING � SENT TO VENDOR/CONTRACTOR DATE SENT: � � ❑ ATTACH: SIGNATUREAUTHORITY, INSURANCE CERTIFICATE, LICENSES, XHIBITS ❑ LAW DEPT -�SIGNATORY (MAYOR OR DIRECTOR �e" CITY CLERK ❑ ASSIGNED AG # � SIGNED COPY RETURNED �p-RETURN ONE ORIGINAL INITIAL / DATE SIGNED Z � AG# DATE SENT: •Z' � Z COUNCIL APPROVAL DATE: DATE REC'D: �/c�./' L �Z� COMMENTS: EXECUTE ° G�.,`� ORIGINALS lI/9 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT MS6543 PROJECT NUMBER 4 CHANGE ORDER NUMBER EFFECTIVE DATE I-5 Southbound 320�' St Off-Ramp Channelization PROJECT TITLE SUMMARY OF PROPOSED CHANGES: 1. "Premium Time Paving" ICON Materials CONTRACTOR DESCRIPTION This change order will compensate the Contractor for all premium time labor costs incurred during paving acceleration efforts dire�cted by the Engineer. All premium time was approved by the Project Engineer prior to implementation by the Contractor. This change order has been esta.blished in order to compensate the Contractor for added costs that are directly related to work activities taken to minimize overall project, societal, and economic impacts. PAYMENT Payment for the cost differential between straight time and overtime will be under new lump sum bid item 135 "Premium Time Paving" in accordance with Section 1-09.1 of the Standard Specifications in the amount of $ 9,332.17. This will be full compensation to the Contractor for all labor, materials, supplies, tools, equipment, incidentals, and transportation necessary to complete any and all work covered under this change order. TIME No working days will be added to the contract time as a result of the change. 2. " Barrier Revision" DESCRIPTION This change order consists of installing Concrete Barrier Type 4 in lieu of Single Slope Concrete Barrier in order to match the adjacent existing barrier. This change order also compensates the Contractor for the installation of a Beam Guardrail Transition Section Type 21 and Single Slope Concrete Barrier in order to avoid utility conflicts in the area. MATERIALS Materials shall meet the requirements of the contract plans and the following Sections of the Standard Specifications: HMA (5-04.2) Concrete Barrier Type 4 (6-10.2) Single Slope Concrete Barrier (6-10.2) 1 Beam Guardrail Transition Section Type 21 (8-11.2) Gravel Borrow Including Haul (9-03.14(1)) CONSTRUCTION REQUIREMENTS The Contractor shall install Concrete Barrier Type 4 from STA. C 17+159 (LT) to STA. C 18+56.8 (LT) in accordance with Standard Plan C-8a and Section 6-10.3 of the Standard Specifications. Concrete Barrier Type 4 shall match the existing type 4 barrier on the adjacent wall. The Contractor shall place HMA, backfill the barrier with gravel borrow, plug scuppers along the traffic side of the barrier to allow water flow, and seal all gaps with grout. Beam Guardrail Transition Section Type 21 shall be installed from STA. C 11+87 (RT) to STA. C 12+37 (RT). The Contractor shall also install Single Slope Concrete Barrier from STA. C 11+27 (RT) to STA. C 11+87 (RT). PAYMENT Payment under new lump sum bid item 136 "Barrier Revision" in the amount of $12,466.64 will be considered full payment for all labor equipment and materials necessary to perform the work specified in this change order. The added "Single Slope Concrete Barrier" will be paid under existing bid item 69 and the remaining 80 L.F. will be deleted at unit contract prices. "Gravel Borrow Including Haul" will be paid under existing bid item #8 at unit contract prices. TIME No working days will be added to the contract as a result of this change. 3. "Repaint Islands A& C Curb" DESCRIPTION The plans were not clear which color to paint curbs A and C. The curbs were painted yellow at the direction of the field inspector. It was subsequently discovered the curbs should have been painted white per the MUTCD. As a result, it was necessary to repaint the curbs from yellow to white. MATERIALS All material documentation for approval and acceptance for materials incorporated into this project through this change order shall be in accordance with Section 1-06 of the Standard Specifications prior to payment. Paint shall be in accordance with Section 9-34 of the Standard Specifications. CONSTRUCTION REQUIREMENTS The Contractor shall repaint island curbs A and C white in accordance with Section 8-22.3 of the Standard Specifications and as directed by the Engineer: PAYMENT Payment for the modified drainage structure will be under new lump sum bid item 137 "Repaint Islands A& C Curb" in accordance with Section 1-09.1 of the Standard Specifications in the amount of $592.16. This will be full compensation to the Contractor for all labor, materials, supplies, tools, equipment, incidentals, and transportation necessary to complete any and all work covered under this change order. 2 TIME No working days will be added to the contract as a result of this change. 4. " Added HMA Wedge" DESCRIPTION This change order compensates the Contractor for installing an HMA wedge and extending the edge line to the edge of the gutter pan in the vicinity of STA. D 100+18 (LT.). The curb beside the modified curb ramp type parallel B was causing motorists to shy away from a perceived roadside hazard. An HMA ramp was placed against the curb to "soften" the perceived hazard, and the paint edge line was extended to the gutter pan to guide motorists around the curb ramp. MATERIALS Materials shall meet the requirements of the contract plans and the following Sections of the Standard Specifications: HMA (5-04.2) Edge Line (9-34) CONSTRUCTION REQUIREMENTS The Contractor shall place the HMA wedge in accordance with Section 5-04 of the Standard Specifications and as directed by the Engineer. The Contractor shall also extend the edge line on the transverse curb in accordance with Section 8-22.3 of the Standard Specifications and as directed by the Engineer. PAYMENT Payment under new lump sum bid item 138 "Added HMA Wedge" in the amount of $2,342.72 will be considered full payment for all labor equipment and materials necessary to perform the work specified in this change order. TIME No working days will be added to the contract as a result of this change. 5. "Misc Utility Conflicts" The scope of work affecting the Disadvantaged Business Enterprise Condition of Award Participation was revised by WSDOT NWR, Electrical Design Office. DBE Electric is one of the Disadvantaged Business Enterprise subcontractors for the project, operating under NAICS code 238210 Traffic Signal Installation, Highway Street and Bridge Lighting, Communication Equipment Installation. DESCRIPTION This change compensates the Contractor for all labor, materials, and equipment to remove existing conduit, install new conduit, and reconnect the pedestrian system. MATERIALS 3 All material documentation for approval and acceptance for materials incorporated into this project through this change order shall be in accordance with Section 1-06 of the Standard Specifications prior to payment. All conduit and wires shall meet the requirements of Section 9-29 of the Standard Specifications, the contract Special Provisions on page 96, line 49 through page 118, line 30, and the contract plans. CONSTRUCTION REQUIREMENTS The following work shall be in accordance with Section 8-20.3 of the Standard Specifications, the contract Special Provisions page 118, line 32 through page 126, line 26 and as directed by the Engineer: • Excavate and deflect existing conduit around the new base in the vicinity of STA. B 38+80. • Install new conduit from illumination box at STA. C 11+00 to the adjacent cable vault. • Disable the existing pedestrian system, install new conduit in existing concrete, relocate existing junction box, relocate existing pedestrian base, and reconnect pedestrian system in the vicinity of STA. B 28+11 (LT.). • Install new pedestrian push button base and remove existing junction box type 3 and sign base in the vicinity of NE corner at STA. B 38+52 (LT.). PAYMENT Payment for the modified drainage structure will be under new lump sum bid item 139 "Misc Utility Conflicts" in accordance with Section 1-09.1 of the Standard Specifications in the amount of $3,032.60. This will be full compensation to the Contractor for all labor, materials, supplies, tools, equipment, incidentals, and transportation necessary to complete any and all work covered under this change order. The net result is an increase of $2,707.68 to the Disadvantaged Business Enterprise Utilization Certification for the project. TIME No working days will be added to the contract as a result of this change. 6. "ADA Improvements" T'he scope of work affecting the Disadvantaged Business Enterprise Condition of Award Participation was revised by WSDOT NWR, Electrical Design Office. DBE Electric is one of the Disadvantaged Business Enterprise subcontractors for the project, operating under NAICS code 238210 Traffic Signal Installation, Highway Street and Bridge Lighting, Communication Equipment Installation. DESCRIPTION This change compensates the Contractor for all labor, materials, and equipment to install a pedestrian push button base, remove a junction box type 3 and a sign base at STA. B 26+51 (LT). This change order will also compensate the Contractor for removing existing HMA curb and bumps and to provide ADA access to pedestrian push buttons on poles 8 and 9. � MATERIALS All material documentation for approval and acceptance for materials incorporated into this project through this change order shall be in accordance with Section 1-06 of the Standard Specifications prior to payment. HMA shall meet the requirements of Section 5-04.2 of the Standard Specifications and the contract plans: Illumination, Traffic Signal, Electrical Systems and Electrical shall be in accordance with Section 8-20.2 of the Standard Specifications, the contract Special Provisions on page 96, line 49 through page 118, line 30, and the contract plans. CONSTRUCTION REQUIREMENTS HMA shall be placed in accordance with section 5-04.3 and as directed by the Engineer. The following work shall be in accordance with Section 8-20.3 and 8-21.3 of the Standard Specifications, as well as the contract Special Provisions page 118, line 32 through page 126, line 26: Install new pedestrian push button base and remove existing junction box type 3 and sign base in the vicinity of NE corner at STA. B 26+51 (LT.). PAYMENT Payment for the modified drainage structure will be under new lump sum bid item 140 "ADA Improvements" in accordance with Section 1-09.1 of the Standard Specifications in the amount of $2,810.32. This will be full compensation to the Contractor for all labor, materials, supplies, tools, equipment, incidentals, and transportation necessary to complete any and all work covered under this change order. The net result is an increase of $1,241.45 to the Disadvantaged Business Enterprise Utilization Certification for the project. TIME No working days will be added to the contract as a result of this change. 7. "Spec. Revision Duo-Filler 400" The scope of work affecting the Disadvantaged Business Enterprise Condition of Award Participation was revised by WSDOT NWR, Electrical Design Office. DBE Electric is one of the Disadvantaged Business Enterprise subcontractors for the project, operating under NAICS code 238210 Traffic Signal Installation, Highway Street and Bridge Lighting, Communication Equipment Installation. DESCRIPTION This change order allows the Contractor to use "Duo Fi11400" to seal cabinet conduits. MATERIALS Page 99, line 37 through line 49 is supplemented with the following: 4. Duo Fi11400 CONSTRUCTION REQUIREMENTS The Contractor shall install "Duo-Filler 400" in accordance with the manufacturer's recommendations, contract Special Provisions on page 118, line 32 through page 126, line 26, Section 8-20.3 of the Standard Specifications, and the contract plans. PAYMENT The use of "Spec. Revision Duo-Filler 400" shall be at no additional cost to the Contracting Agency. The net result is no change to the Disadvantaged Business Enterprise Utilization Certification for the project. TIME No working days will be added to the contract as a result of this change. 8. "Delete Bid Item 89" The scope of work affecting the Disadvantaged Business Enterprise Condition of Award Participation was revised by the City of Federal Way. It was not feasible to relocate Luminaire 9 as planned, due to a conflict with a concrete-encased fiber optic communications duct bank. Instead, Luminaire 9 was salvaged and returned to the City. DBE Electric is one of the Disadvantaged Business Enterprise subcontractors for the project, operating under NAICS code 238210 Traffic Signal Installation, Highway Street and Bridge Lighting, Communication Equipment Installation. DESCRIPTION This change order will delete bid item 89 "Illumination System City No. 3055" in its entirety and create the following new bid items: 141 "Misc Premium Time Work" to compensate the Contractor for all premium time labor costs the Contractor built into bid item 89. This change order has been established in order to compensate the Contractor for added costs that are directly related to work activities taken to minimize overall project and economic impacts. • 142 "Modified Luminaire #9 Work" to compensate the Contractor for all labor, materials, and equipment related to removing Luminaire 9. • 143 "DBE Electrical Revisions" to compensate the Contractor for additional costs that are directly related to additional work activities not included in the contract plans on the SW corner of SB I-5 on ramp. The pedestrian push button had to be relocated and the sidewalk reconfigured to meet ADA standards. MATERIALS Illumination, Traffic Signal, Electrical Systems and Electrical shall be in accordance with Section 8-20.2 of the Standard Specifications, the contract Special Provisions on page 96, line 49 through page 118, line 30, and the contract plans. C� CONSTRUCTION REQUIREMENTS The Contractor shall remove and transport Luminaire #9 to the City of Federal Way. Please contact Brian Roberts at (253) 835-2723, prior to removing the luminiare to arrange storage location. The Contractor shall remove 30 feet of existing sidewalk, remove existing junction box, install a new junction box and install conduit as directed by the Project Engineer. The following work shall be in accordance with Section 8-20.3 and 8-21.3 of the Standard Specifications, as well as the contract Special Provisions page 118, line 32 through page 126, line 26: Remove and reinstall new pedestrian push button base on the corner of the northbound I-5 on ramp. On the SW Corner of the 320�' southbound I-5 on ramp the Contractor shall excavate existing pedestrian push button base #49 from pole 2 and install a new pedestrian push button base, install conduit and connect to the nearest existing junction box. PAYMENT Payment will be as follows: • Premium time cost differential will be under new lump sum bid item 141 "DBE Premium Time Work" in accordance with Section 1-09.1 of the Standard Specifications in the amount of $3,067.77. • Work related to "Modified Luminaire #9 Work" in the amount of $3,261.55 in accordance with Section 1-09.1 of the Standard Specifications. Payment for the work specified in this change order will be under new lump sum bid item 142 • Electrical revisions will be paid under new lump sum bid item 143 "DBE Electrical Revisions" in the amount of $3,733.43 in accordance with Section 1-09.1 of the Standard Specifications. • A credit to the Contracting Agency deleting existing bid item 89 "Illumination System City No. 3055" in its entirety in the amount of -$27,000.00. This will be full compensation to the Contractor for all labor, materials, supplies, tools, equipment, incidentals, and transportation necessary to complete any and all work covered under this change order in accordance with Section 1-09.5 of the Standard Specifications. The net result is a decrease of ($16,585.70) to the Disadvantaged Business Enterprise Utilization Certification for the project. TIME No working days will be added to the contract time as a result of the change. 9. "Revised Permanent Traffic Signal System" 7 The scope of work affecting the Disadvantaged Business Enterprise Condition of Award Participation was revised by WSDOT NWR, Electrical Design Office. DBE Electric is one of the Disadvantaged Business Enterprise subcontractors for the project, operating under NAICS code 238210 Traffic Signal Installation, Highway Street and Bridge Lighting, Communication Equipment Installation. DESCRIPTION This change order shall compensate the Contractor for all labor, equipment, and materials required to complete the revised temporary traffic signal system work on pages 11 through 15 of this change order. MATERIALS Materials shall meet the requirements shown on pages 11 through 15 of the change order, Section 9-29 of the Standard Specifications, and the contract special provisions page 96, line 49 through page 118, line 30. CONSTRUCTION REQUIREMENTS Install temporary traffic signal system as shown on pages 11 through 15 of this change order, Section 8-20.3 of the Standard Specifications, and the contract special provisions on page 118, line 32 through page 126, line 26. PAYMENT Payment for the revised permanent traffic signal system 8wi11 be under the new lump sum bid item 144 "Revised Permanent Traffic Signal System" in accordance with Section 1- 09.1 of the Standard Specifications in the amount of $8,288.00. This will be full compensation to the Contractor for all labor, materials, supplies, tools, equipment, incidentals, and transportation necessary to complete any and all work covered under this change order. The net result is an increase of $7,400.04 to the Disadvantaged Business Enterprise Utilization Certification for the project. TIME No working days will be added to the contract as a result of this change order. 10. "Revised Temporary Traffic Signal System" The scope of work affecting the Disadvantaged Business Enterprise Condition of Award Participation was revised by WSDOT NWR, Electrical Design Office. DBE Electric is one of the Disadvantaged Business Enterprise subcontractors for the project, operating under NAICS code 238210 Traffic Signal Installation, Highway Street and Bridge Lighting, Communication Equipment Installation. DESCRIPTION : This change order shall compensate the Contractor for all labor, equipment, and materials required to complete the revised temporary traffic signal system work on pages 16 through 22 of this change order. MATERIALS Materials shall meet the requirements shown on pages 16 through 22 of the change order, Section 9-29 of the Standard Specifications, and the contract special provisions page 96, line 49 through page 118, line 30. CONSTRUCTION REQUIREMENTS Install temporary traffic signal system as shown on pages 16 through 22 of this change order, Section 8-20.3 of the Standard Specifications, and the contract special provisions on page 118, line 32 through page 126, line 26. PAYMENT Payment for the revised temporary traffic signal system will be under the new lump sum bid item 145 "Revised Temporary Traffic Signal System" in accordance with Section 1- 09.1 of the Standard Specifications in the amount of $6,991.47. This will be full compensation to the Contractor for all labor, materials, supplies, tools, equipment, incidentals, and transportation necessary to complete any and all work covered under this change order. The net result is an increase of $6,242.38 to the Disadvantaged Business Enterprise Utilization Certification for the project. TIME No working days will be added to the contract as a result of this change order. Bid Item Breakdown � Sales Tax 9.5% TOTAL NET IN� Disadvantaged Business Enterprise Subcontractors � Subcontractor Bid Document Contract Goal Contract Goal AFTER Estimated Final DBE (Condition of Change Order No. 4 Contract Amount Award) (this change order) DBE Electric $561,070.00 $561,070.00 $567,075.85 52,964,915.35 Total DBE = 5561 ,070.00 $561,070.00 $567,075.85 $2,964,915.35 TOTAL NET CONTRACT INCREASE An independent cost analysis has been performed $21,878.87 $ 2,078.49 $ 23,957.36 �I ■ � 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? If "Yes" Will the Policies Be Extended? STATEMENT: ❑ Yes � No ❑ Yes ❑ No $ 23,957.36 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. ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT CONTRACTOR $2,639,427.42 $ 31,530.57 $ 23,957.36 $2,694,91535 DATE � Z \�� CARY M. ROE, P.E � DATE DIRECTOR OF PARKS, PUBLIC WORKS, & EMERGENCY MANAGEMENT 10 PHASE DIA�RAM � a C*O R 11 � O Y A I FY a Y M � � �� I VEHIS�E VENICLE YENICLE V �RIGNAI t1EAQS$i A055►oMAL FtEADS s ll �1 A3�A2.A3.A4 �i FY • FLASHI ILON �� 1 11L6 YFdi1CLE FEADS SMAf.t XAVE 12" LEN5E5. _.._._.._... J ��1_..!.__�_. ._.._ . ... . .. .... . .. � ���..�..�'�I� ........... �,R6��.'� _.�� �.... ._.Jt�..�' "�c"yL... i � —r YENtC1.E F�VEFIEMT �+f PED NOVEIIENT � OLA = � 6 4S �I OL8 • PED 5� 5 f` �� � �, � � 38 � � � .. _ ..�... .... _. . .. �..._. �_ ._...�._.....•:r: ..... . .. ....».... ..... .._..._ _. .._ _. ..., . . .......•i•�.... .�....._....__.._..... ........ � �. `,. . _ ..s. 3zo�: srR��r . _ . � us � ` _. .. '_:�. ,._ .. _. ._ . ._._..,..... Y ., ........� ___._.____ .` _--.._.__......_._ __.0..�__...W �, . , �� � / y � NO'3E: FOft LEGENb SEE SFE�T TIL9 FOR VOICE �4fESSAt3ES SEE SNEET TS8 FQR W1R1NG SCHEDULE SEE SHE'ET TS4 FOR CONSIRUC'i'ION NOIE$.,�$�,rS�J�F.� PREEMPTiON SCHE�ULE � �. '1 , �r� � � d� Zr � � / ,� � /� 1 � ' t �. �. o ~'�"""" � 1-5 SB OFF RAf1AP ��e rt �r �, awc � � 1-5 .�.. � .� wI/ SOII'fHBOUND 320TH ST OFF-RAMP '�S1 Wasidn� stats CE�/WNEL4ZATION � One1R of Trat�spotf2ttion a TRAFftC StGNAL PLAi� _.___.... _....�.. .�_,....,.....--..... __ = --r ��;:��� �����-�''� �� - -�� ����'��, �... �:�- 1 �� ° �- � � - •-, � ��� --1 � . . ...�.....�....,.-�m.�.�n+..-�+r..� i � FQR LEGEND SEE SHEEf 'i'IL'E � �. n � � '� �b P ^-- �� � - G � � �� � 4,� � � 1��0� w coNS�ucr�o�v No�s: ,3 /';� CdNSiRlTC7 FOUNRASION AND !HS'YAtI. 7YPE 11 �L�IAL SfAND/4Rl'!. PIBTALL VEF�CIE �/ HEAD 01&PLAYS. E[dER�iENCY VEMCLE PR�EPTIdN DETECTOR. AP10 TEi1�11l�UiL CABlhtrcT� /� COIV$fRLICT FIXJNDASION AND lNSTRLL 1YPE II SI(3NAL STANDAf2D. pVSfALI VEWCLE L`./ HEAD Oi5PL4Y5, A[J�UEIARY VENICLE HE4p k7l5PLAY, B�ER6ENCY VFlfIGLE PREFJNPTION � CONSTRUOT FOUNOATI�I AkD tN5TAE1 YYPE I$TANOARD. I1�STAlI VEFNCLE FIEAQ �SPIJtY, PED697RW�F �AD QISPLAY ANp PE08a^TKViN PLiSH8UY1'DN aSSEkffiL,Y. ._ . 5EE DE'frvl, w ON SNEET �. _ __ _�::,�-ec---------•--•--�.-._ � .�� � `_ '� C L�NE � � � ..�� � � w..�..�...� .��.'�.��..�..����..��.� ENSTALL iYPG 3 ADVANCE LO�. SEE SFEET 754. SEE U.I.LApWATiON PLGM. REMOVE PEG HEAD CI5PLAY8 ANO PED PU&lBUTTON ASSEUBLiES PLiJG VACA7� F�LE S. REPUVCE VEH[CLE NFJ10 DISPUIY. SEE StONA1 HEAD DISE'LAY NQTES. t0 �p� pqg�Q JI,INCTIGN BOX 1M7H TYAE B.0.AVCT10N BOX. 19 RE�OYE SNiNAL STRHOARd,ASS9CUITED EQU� Al+� FB�NDA'fipN. BACKFIL�. 12 R�MOVE P3 STAN�WRD,A33DCIICfEQ �U�NENT,M� PWAJ�ATION. BACKFI41.. 13 SPLIGE ALL 1.00PS. 94 SEE YEb1PORARY TRAFFIC SItaNAL PI.AN. 15 QISGONNEGf &6iF0 COWUNiCATiON CA�.E FROM TH� EX�T!!dG CONTROLLHi CA91NEr ANb MAINTAIN fqR RECONNEL•Tt�l AFTER NEW C(�t�liA011.ER Cr.BINET IS INSfAI.RE0. ifi IKfEaC�t' DCISTINt3 Gd1�11iT AND RWTE ie:W CGNQUIT TD JUHCnON BOX AS StIOVNV. 17 ({ySTALL TYPE 3 SYS1'HhE 7,04P. 'S� ADVANCE [AOP DEFAIL IN STMIDAR6 f�Ah .YBw 18 A�L�CE OCI6T1N0 3UTICTI6N BOX 1MTH TYP& 2 JUNCTION 9�7C. 1s 4VSfAL1. D151`R18U'1'{dt1 PANEL tN9DE CONtROLLER CABINET. 2R REPLACE E70iSi1NG P� PUSHHUTTOPI A889AB1Y VIATH P01ARA PED ?USYffiU776P1 A&SEtc�Y_ ALUO VACATED NOLE W lHE 9GNAL P�E V�ITF! AI�I APPROPRWTELY °.�ED IWOq40UT PLUC�, SEE SPECYIL P1L�V15tOMS. �� '� � � � � ._.._ _.-_•- -��- �.=== 1� � �� � � �' = � � I' � x�► ,% ,?�e '� •� . i• , �s . .•i 30 rQ�i r' .�,�'S .,. .,. ��, . -- � 5 -- I-5 SB aFF RANEP I�F+�+y 0 20 4D SCr1LE l!1 FEEI' �� o ! ,, ._ , ____�__..�.______------ -----�.:-----� � , .� 1 � � 31 �, f , � . / � . . ' .� �• � ` 'i � , f , ��._V_' ` �'��1/�•�i��..v..�I�. t r, y ..� v '� ��^M,r�r�I+���v �f'.\�'��t^� SPIJCE E�GRTIIIG LAOP WlREB TO APPp�WATE 2C IAOP CAH1,�S. �t WSTALL POUIRA PEO PtJSNBt1TTON Afi6EMB[Y. SEE DETAIL 8 ON SNEET E�7, ? `"' DISPU,Y ANL PDLARA PED PUSNBUTTON AS�LY. � GON5fRUC7 FpWH0Al16N AWG iNSTALL FYPE f STAS�ARD 1MTN V@i1Ct£ FiEAD ENSPIAY, CQ11N7DEKNPI PEO F�,AD DlSPlAYS. MD POIJIRA PCD. aU910UTTON ASSEI�LY. SEE DETNL C 5H � COPISTt�T FOUNQATiON ANO INSTALL 7YPE PS STAA97ARD YMRH COUNTDOWPI PED HEAQ i 6lSP1J1'f3, AND PQl.ARA PE� PUSIiBUTTON ASSCN9LIE5. SEE DETASL D ON 5N6ET ED1. 26 REPLACE DClS7IPeG CONT1tOLLER UNR MtD C6NFUCT 6AONITOR. �E �ECIAL PROVI&0l�L4. 27 CONSTRLIC7 fOlA�A7WN Mi0 NrSfALt.'rYPE PPB POLE W9TM POLARA PBO PUSt�tJTTON A36EMBLY, SEE DEYAtI E�1 &tiEET EDi. 29 CONSTRUCT FOUNOA176N AND INSTlN.L 7YPE 334D C�ITROLLER CAB�NEf. THE FACE DF 'riiE CRHINET SHALL FACE EAST. qrSTALL G�RATOR 7RMd�FR SNqTCFI, 5EE STANDARO PElV�i J-SD.70�00. 29 lASTALL 7YPE R7 TRA�FIC LOOP. F� DEiAILS 56E SHEfcT m3 TO EDS. COPITACT SF,lITR.E 7MC 5 OAYS IN ADVANCE TMROUGM 7HE Q�IGMEER PRPai TO DISRUP11D1G LOOP &ERIACE. O INS7ALL ME WR TAN�FIC LOOp. FOR DEfAN_S SEE Bt�ET E03 TO EQS. SsON1'AC7 SEAri'LE '[MC 5 DAYS !N AOVMICE 7HR0lJGtt 7NE ENf?INEER PR�OR 70 DISRtlPT1N0 LOOP SHtVIC�. 31 SPLK:E P1�W LOOPS YO DUS7iNG L�P LEADaN CABLE CON'CA�t SFJI73LC TMC 5 E1AY& N . J4�VANCE 7HROUCiH 7HE ENOII�ER WR C60RDINO.TiNG l� IAt�ING� IOCATI0N8 N CABHiEt ODSac1A36M1,LOCATLD AT SB OF SRS MP 4t3.bi. 32 MISTALL EIFiFRHET SNRlLti fNSt�]E CONSROL1.EYt CABWET BY USNMG DIM RAtL 33 �TALL CABI.E VAULT At� RBEii OPfIC SPIJCE ENf7.OSIJRE. 94 REbIOVE EXI511NG £TMBRt�'1' SWft'CH EFOY EXIS'fMIG COid'fR01iER /1rp fiE�piS'T14.L TFIE SSiY1TCli BY IISIN(3 D1N FW.. g5 pISCONN�CI' 6 PRS COMAOUNICMION CABLE FR08d THE E%ISY'¢+IG CUNTROI.LE�R CA9W69' Al�p MIUNTAIN FOR E2ECONNECTiON AhTER IXISTIN3 CoNRLWY L IXTERL'�PiED. � ROE13'E F�BI OPTIC CA6LE FROiiA COfRROLIER C.A�NET LOCAl'ED AT SH OFF RANP 70 CITY CO�YfROLLER CAHWET LUGTEO AT SW CORNER � xSTH NIE S. C4B. �r'OF FI6ER OPTIC CABL6 INSIDE SHE C�IER lFE QISTANCH FROA1 7HE CONTROLLBt LOGA'IED AT S6 OFF RA11P AND 71iE qN (�NTROU_ER � ABOUT TSP. ��.at�ra�,�.�,a.t+�tu,p�.i�a'r�.�r,prca,�na�.,,u, cAau�r. �� JNS'i'A{,C COt�111T BY USIf�N3 l�tEGTId�iAL BORNIG METMOQ J �..:.s+�fw..'..J�.r"�r\�. w.A_/��`�n�'�.�..f��`�.��� � PWt�2 � 1-5 .u^ �...� �// SOElTHBOIlND 328'fH ST OFF-RAAAP � �,.., washkegEan S7ate �HAI�I,IZATIOAI �* �[�F.fal ttmen# oE Tr�nspoeiatia� � TRAFFIC S�IGNAL Pt.AN � .�.�. � ,' r :�-��� !� " � f'�'� c� � � ` f � .�'__':i�� ��� ��� � ' F � J• d S^i. �� ��^ ` ��_ _ _ _ " i _".�.�Y�r� _ � ��r�/�� �P .� � ���'�''•%�'� 1 � : '' ' ,�-�.�,rf - �J�% _.. ... ___ _._ . _ .._ - ���+�. 1 � [ TN[ Nu f�lT FLATC EK4l • �� OEStmr P � POLE OR16N1►T30N J L1H[ �Ei A77pCNNENT POINTI � . �:v.., � ! ` � . ` I �' 1 i� . � / • `' _� / � ���rn��T'v�Yr�;i'�ai�rtai��'""`"��� Pal"a' S I GNAL STANUARD I DEN Y I F I�AT � QN- TAG QETAI L EXAI�LE \ :,� ST�qRies !IS 1x6 STD. q0. %% Si W1Al STANO+WR N0. STO. N0. OZ '� SRK%X. � XX%.%X STAI'E RQUTE AND SR9T. F!' 069.09 1 � SIGNAL FOUNDATION 1flENTIFiCATiQAI TACi DETAIL ,N o nwc zx�xx A N0. � AOY D �� Ae za+s ..ATTpCHMEPtI �{"��� iAB. X!%X/%XXX FAORICAT�ON D�TE FAB. 6/1�l200E POlN7 ��� � � PARTIAL 810NA! FOt1NDAT10M f01N1p�7i01t Clr1H MpTfa CO(WOS10N RESE57AH7 1EYAL SAG SECUf�O M17N 121 O.i25� RSYETS 0.5 a��tieo ° F�N S S� ���ICA'�ON TA� DE7AlL r�xn+o�roK sww� aouv�u w� aou� vo��oas� ra,E sxavs - tOCA7E0 V1FHfN B" Aem Nr,xo rro�E, sicau� ,�xo ro� ���,� �� �� LUN{NA1RE MA57 MAt - LOCA'fE0 kITHIN B"' OF TlIE PO�E SHAFf CONNfCT101i �� P �,� PQ1NS. TfXT 4H+U.L BE � ItIWIKUM ��j(�" HI6M. ST4W�E4 OR BN�OSSSO. f�lilflCA11CN TMi ALT81H�7! NlMOER � LQCAT111W STATION ti P'JlE ORIENT4SICN tY0.fi :P.O.A.1� � OEG1�E5 CLCGCWISE fR� L?FRSET tr+� L(NE Tfl POLE IXitENta1'IOH L[�!E fEl ATT8��N7 P6lNi1 POEE ORIENTATION a�ID ATtACHMENT PpjNT QETAiI I�tQTES o �ou�, ��,�� �,���, � � dtstance indicated i� chart. QQ Feeld inshafled Si� �- 7.5 SQ. FT, sign ar�a (m�c.} and sign height 3 FT. (max.) �gn c- 3b S9. FT. sign arra (max) installed 2'max. W si9n edge frc�m poat an0 sign hefght 3 F7. {max,) ALTStNATE NOTE 1 FOR TYPE N lIOUN7 ONLY. � Dr111" �am. hde in ma� arm arid instalE plastic spiit bushing far cable entranae. TYPE PPB PPB POST 9 9 � b i i I m � 7YP£ PS PEp. HEAD SSANDl�RD �o. � SR fIELD LOCATIOk ���T�f7 M0.51 '"t MILE AFIN � k0. p T 57ATION i t T T YPE A! A2 ENGT t B 28«55 27.b X 0' SD a e zr*5a sa,s x v i 3 B 27�86 4&5 X D' Z4.8 3p,0 4 B 27+20 &1�0 X 0' II '�8.5 45.0 Q 9 9 � � � b � � I�� i� � - TYPE I VENICLE HCAD STAUOA�tD OBUQUE VIEW f$II�CACIN6 A!� MlQIOR OOLT6 waT s�v coa cuww LEGEN� a. Yehicle Diaploy L. SiFJn c. STreet Naie 5�gn d_ Pre-Empt Uei'ectcr e. Aefeted �1�/22/901 i. !�minc�re g. PedesY�i.nn Dispiny h. Gobinet i . F'PB-M j, Hcaldhql! � � ���RUSN YNT1i T'OP�FIlIIStIEO fOlRCM71OfL �lYlB V&N� 17,7a • 7' iC►i6 STAINLESG ST6EL SCti@WS TAPP�P pl FRGA MM70 MOLS TI�IR0476M ANO LEII SCREIN CIA�M TN Yf� 76P.�MM.Y LOCKTI'l8 TO BMO AECES �Of3E'¢FER 1MOLE NWTInG FOFt 7!E COWGRE7E 7A GURE lFJl7 SIMF1. BE A MI�MIUY OR 3N6" Hi6H, 9TANPEC. � . � F { l ; i B9 ° � j eaa eii � b � _._------ ° ._.... •- -..�_ �SIGNAL DISPLAY VERTiCAL CLEARANCE (F£E71 t4tat Fapµ S7pP LtnE 4v' �5 90' SS' 01t YqnF MII[. M+1[. MIN. W17t. KIN. 1u7t. 1qN_ W�X. � SECtT6w IE" , �g,5' tT.5' ]fi.i' I9.P" i6.3' 20.9' 16.5' Zz•6' S SECSTON 100GN6115£/ 12' � ECT{ 1!" ib.5 T.0' 16:5' 18.0 1 5' 19. ' 1.i.5' ! SECTIOIi SYER7tGL1 lY�� lfi.5' 1Y.0' 16.5' 17.5' S.5' iB. ' l6-S' .' wcuuq[o vRar eosrm� ov sscr� xeuo �s��a �s+�acKFfu fa po�owr � LIMiTS OF YERTICAL CLEARANCE REDUiREiENT � ROADWAY fYpB 11, W d SD SlGNAL S7Mt6ARD SIGNAL S7ANDARD DE7AIL CMART 5lGNAL NNST ARM GATA wCE5tRT7 Iri 1PN.0 ( Tn lY7�CM1Etll YDtYT! I YtYG0A0 tXltr�tlt ua+� p�Eqtt,1�NNErtTPO1NT+��Scera� VINOL071D roufT S07ALIfTl � I""'n Lt ¢"1� F�Gl f`7 a"Gir '�( fi 7 606 '963 '1�3 i � � � ��� a �'"�=� ! o N � e ' � I I �CURB pp EDGE 4F SNOULDfR FOIfNDATiOM �IETA[L CHART ON 06PTH5(FT) ! /tS@11NAT6 2 •�. $p[L � REMAqKS �0� Ex OIO�MiL AOIE �TOTALIF77� :�ALCUl.A7ED kIN�OAD + FlITl1RE MIIMOLflaD t500 F'f3) ■+SEE SIGNAL STAPtDARD fDUIV0A7i0N DETaiL SHEET FOR FOUHOAT1011 DETAILS ••►E6EVA7ION IFEETI A7 YOP t1f FOlIN0ATI0W ••��LATERAL BEAR[NG PRES511RE IPSF1 o�q� �► �I� �FederallAF ��w+� � ��� a�, I�5 l�Jw Mp 10 SOUTHBOUNQ 320'fN S1' OFF-RAb1P � CHAIttO�.IZATtON � a ` .- �.-�-���' � � � . - :. ��� ��3�R �L .�'.,�, � : _-' �:� �� _ __ �.� �. � �..._...�..__w._..- _.._._ .__ 0 i I m 0 � SR F1EL0 6DCRTION ��t�� taLT � p O' � STATION T rr� • E� B 2l+71 61.Q X 0' R4 e ze.� axa x a i S 28+78 T8,0 X 0' PS H 3h9D 66.3 X 0' SD � EX � e�s.�e s�.x x o� Ps e�ea z�s x a n rx e 3e+tis 2�.s x o� •TpTbl(FT� = CALCULATED YltNDL0A6 � fUT�FiE MINDLOAo e 5iCNAL S7AN�ARO DETAIL CHART ��� ��� r��� � �- � ► IC#�Cf3Q0[�DE�O� I.��������.TI"rTiTT.��T,r ��r��T1 I--������--�-.��� �-������.-�-�..-� � �.r � �. � �� .r .r + ,.. �-Q.������������� ����������������� ����������r������ ������■���������r�� � � � - ••SEE SiCNAL STAN�AR6 FOUNaATiOH DfTA1L SHEET FOR FOi1NOq730N D£7AIL5 �. F�5 � .o � SOUTHBOUND 32�i'kl 5T dFF-RAA� `�'Sa CHAI�+lELJ2AT10N � 32 .. " �W�fi��111n �._..�w�..... -. �A � ' k 1 �! "!!' � L •••► �� � , , � i� �'' � • ' • : �..:t � �� ,y,.�:,�:.� ��=. �. � - �- � - �----:�� ; , ��► �l/ p„ Washhigeon State F�Caf W8 rtrnn�k af 7ransportation Tr '_.Y.._ . ' COMOINFi�ONDl7CTORS INSTILtED Nt ILLUTAWATIQN PLM1 " CONDUlT1COd+�UGTDRS WS'CALLE� IN TEAIPORARY StGNAt PUtN FiE�D IMRE TERMIIdATfONS i-5 SB OFF RAMP Ea [x SICNM. YIEAO ZS S10NM. NE�6 R8 fx TRRMlBA4 Ca81MET t u R� �� �p� r�����..�----______�ry � f �� ; � � ��C�� � . Y'� V � I 1 1 � �� � I . �..__ __=_cCS�==-�=s�c�.��� Y L YY j r ------- ��.=====^===' I � R� NJ R o� r 0-� � g � a -1 4 Y� Y� k StCNAL NEAO 41 SlCM+IL �AD tY S«'� �<} 5)GIJLL NEIVD A1 SIGN�{L �FfEAO A2 �� iUTURE SIGYAL EtEA9 KE7� +3 ��..�-.^� � P.�.B. GBA � B ,: ��� � +..iwi TO C09tNOLlER M CONTROCLER TG C0117R�.LFR 5! GNu MaAO �s PED. A P.P.6. �� 7i �? p B � C 1! M 0 S0 su�u ro� � ypps OLLErt AOLE k0.2 PEO. ME�6 �9 R.P.9. i9 �§ � J � ��. PED. IK►D M 6 � C, 0 P.P.6_ iY8 6 E9A TO B GaiTR01.LER q� POLE N0.5 SSG11Al HEI�U �� PD�E NQ. T m cowz�ttt PEO. HEpO 69B P.P.B. 688 � 5 R B �o' �g y w 8 0 � CWI'iltq.lBR POLE N0. 8 ��!� �I/ ,,... washirgton 5�tate �,i��� o! Transportatiat► �� n�w wr o so�n'�aouNn azan� sr or � ct�va�,�xn�troa � r - - �--•-- -�- _ r .....�,v.,.,...... . ; -,, ,--�,���- � �5�� �}� " . �._�.� = ��.�� �I�, �..._. � ' : �.-��.� 1.� - - _:... ��= ---��..:. ' ,� -- - - - --- R �� � � E.Y.P. A 1 B FB j Irf�Y .r�3a.s. � � M �I-.._ t � 1 1 I L _��.._.__-_--« _..�] POLf N0.1 EX. Stqlu P'�C r&q 0 � 9 tlOG GNqL 7{ �Y � liEO ON PCLE'71 POl.E P10.3 � � SIONLL HfdD 11 SIGIEA� XEJiD il SlGilkl NE�O b2 PHASE OIAGRAM 03 � � J l9 � �p ,,,� � ,�s"'� � D6 �3 BL�Etl� � ,� { �7 � � � Sl�NK' � ...., _,.. __ J —� Y6NICLE wOYE►EkT �+► PEO MOVEMERS OLAa� ��5 PREEMPTlON SCFEEDUIE IR T Px t5 AqDBL N0. n � C 6 6 1 52! i � � �'� ..I»_�..._.. i°� i ����'���% � � � ` d �`��_, � ,�� __ i " VL ^ - _'J--•'-�_._�ro:r<reao-_ _.-...�.•.-...�......1 .r { .. w. - - - - 16 - �-'� � -- -- -,� � �����i - lr�: :-L^_w:.:i'• � _ ..._._...... e-'r:l�:�:= �_^te:es:a:_a:xzvsar:szs: , S. 320TH. STREET � � �N'f r!' � � !�� ! �`� I' � � �� / . ,, , • � j �' ' � / , F ! 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Y ALL YEHICLE HEA06 SHA�L MAY6 LEQ LIGM7 50L1iCES. ���j 3 ALL YEHiCLE 1SEAD8 SNA�� 8E 1NSTpLLED OM TYPE °P" � MOUHTING, EXCEPT YEHI�E HEADS A3 S A7 SMAL6 8E INSTAI.LE� ON TYPL K hWI7NTING. r � All PEO HEADS SHA4F. BE COUN7pOWN TYPE. 76 •'. 5 DOUBLE PEO HE�p5 SN�LL 9E iN$7A�LFA ON TYPE "p" MdINT[NC. SINGLE PE� �#►DS ShA�L � TNSTaLLED Ota 1iE q • TtpE "B" NOUkT1NC. �T '•�;� $ ALL VENICLE fiEA05 SNAiI NAVE BACRPI.RTES- � _... _ .��' _ � �;_ . W � •ill lT1. 'f :t ;%��..4'+ . �4.. r.C. _. c .. . .... .._�:t....r... _a. .. i 5 0.�=� i==- . .._ CfF' . ._.. . , . 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OF 7�MPORARY TRAFFIC SIGNAL SY5TEN1 SEE SPECIAL PR0111SIONS 0 ►-�-�----+--1 o zo aa � � ��r 4n M F'ecleral `�. i i '' :,�. .. _. 1-5 SB OFF RWUiP � I-5 �w r� wo � sou'r�eauao 3aoTr+ s'r o�ax�►� -rrs� Washington State GHANNELIZATIaN � bnant ot TranaporEatbn • a 2 T�IfAPORA�Y TRAFFEC SIGNAL PLAN � � _.. -,^.+ � t �,�'+� � � � � �. � 1 . � , �: r �.��� �5 � , �1.� J ..r _, � = � _/.� . __� ._ � � _..�_�__�-��_-- , � � _.-.�� .._.__ __.._ __ _--__-. _ _ � ', FOR REW90VAL OF T£l�AP�RARY TRAFFIC SiGNAL SYSTEM SEE SPEClAL FROVISIOf�S !' y i r� � _ � 1 1 ✓? i �f' J � �� f '� ) . ` :' �/� �' � / .� �SS� , / .� NOTE: � FOR LEGEND 5EE SHEET TIL1 � � - ' ���� �'� • � f � .����� " ,-'� •'�� �' �a �� �, . .�, � ,.- " � �,/` ; ;+ y, � ��`� � S� 'iRAFFIC S1GN�+1. PLAN. t �� � �, . t !� 21 r' ,r'. /� . yi � L/ / �F'` f .i Z� � f 7 �,.J i ��Z � �''` ,�.y . � J l:r ♦ .� �� ; —� '� I-5 SB OFF RAMP SCAI.E W FEE'f i frI / �''! ' � �� � � � '��� �� �• � I � r r+ �,,/ � ��/ �' / ' ` , � J�+ri I ' , / ,, % • � � / � / {�� + , � r.� �� .i ', � f.+n, � � �/ YL. � . �,' �j�� / . .% �,�� , � �11' �, '� -'' �! -' p % � Jf t{/' —t � ' . ,•'�+' r iy ` � ' ���` � /..,;%�'� . �", � % ,:�.�� �' fI`,+r ,' � � � y i �• {• 4 •� , f :.�� -�:. • � , / 7�� ���. _ ,� � ✓ SPLfCE MEW LD� WIi�S TO EJQSTINO �C CABI� T�ARY. �.Aµ� 1ppFp pETEL7qN CAMOiA TO PIEW Z009@, lN5T 6CI�Dt0.E SFIEET TT54BER POLE AN� PED HEAO. SEE pOCE �s.ocAre � ��0 5e Ta �w �ac�►�oH. t-�~�' CONSTRUCTION NOTES: O HJSTAIi 40rCLAS+ 2 SIGNAL TM16ER pOIE W�!'li CONM 6UY NA A860CIATED EQU�b1EN7. {NSTAU. PED HEA6 J1N0 PED PUBN BUSTON ASSEM9LY. S�.° STANOARD PLI1N J-t5.15d0 � V � O � � O / � V MtBTALL 8` x 6" x 75 TMdBFR POBT. INSTALL PED NfAD ANO PW PUSFIBUri'ON �IELV. INSTALI, 16' WMINMRE MM ON 7N,IEl4t POL! AT �'/�Ufi 7ME BROUWC S�8 T�ORAItr �I.UMN�44710N PLAN FOR INSTALLATiOK IN6TALL VID�O 06fEC11QN CAMERA ON DIISTMfi 916pAL R7RSS ARI� INS7ALL VpEO DEPffCTION CM�RA ON WfAWNRg ARM� YlAEO DETECTION bOME, AWp1TAlN EXISIING AkICT10N BOft Ut�Tll NEW SIONAL SYST&J IS OPHtATi0D1AL ICE&p p(I,SiiN[i CONTROLI.ER CABNdET OPERATIONAI UNM WE1A1 S�AL $YB7fiM �S OPERAATIONAL RElOCATE E7C�1'!NG PA7Cl1 PlJ�I AND ETF�RNET SN17Ct1 TO Ttl�! C6NTROU,ER GA8INET AF'1'ER THE fiEW CABINET IS INSTALLED. 70 INSTALI. ACLLASS 5 t11�E9ER STRAM PW.F. � rx�au�cs ex�snw�3 PED E� o�uv uwn+ oouNroov� r�u r6no. SeE CON57RUCi7oN NDTE � 9P1 SFEEE[ T52 FOR REPLACING � PuSFiBUTTOII ASSEMBLY. � INSFAI.L AO'p.ASS 2&CaNAL 11Y�fR POLE 1MTH OpNrtl 6UY AND ASSOdATED EOUIPMENT. 99 INSTlLLL i` CON�LIR RISER W►TN V�ATi9t hiEAD. 1A LACA7E 'I}IE E%1579N6 t1NDERGI3WND FI�R OATiC CABLE �ORB DE�ING. [151 �EPlAG�.. FY13LNf`s.Fm l�Aa �C�L11��1LM PEO Fi�AD. VIDE� DEfECT10N CW�$ZA ALRAQY INS7ALL6b. [NSTALL CANERA CABLE BY USW4 MIEBSQ10fiR CABLE INSTALI TEMPaRAtiY� CROSS WALK J.,,.^./t„I�.w ��.� INSTAE.L TEMPORARY STOP LWE r +� ��, �g .w� .. o � saurysots�d szorH s�r c�-w�� rssz ,.., wastao9coa scat. c�Ea..�z�►1iaN � FEC�BI'2�� �d DePa�mer�t of 7nnspoKatlon a 7'�NIPORARY 'fRAFFIC SIGMAL PLAAE � j' '"" r..,,,�.... �±,��+�` �'.r �'�'� �C/'.� .� i _�.� `..��^'�►�,�.�. �'�'rk. �_-. . . � �7 �- : :� ��- ' CONOLrt'tSdCONWCTQRS iNSTIULED W Tq11PORARY R.tUNINATIDPI STAOE � 7RN15FOR/AER CNtCIMT- 11 I L l� J L ! 2 �1E C�2E U � 11 2+ 12 � L � � \fE C\2E \ U J 51 6� � 2 . 4 5 E 2C �4E.C\ VZ44 1 V2A4 7 VZA5 VIP3.3 YZ41 , VZ� '1 P3. I — NMNCER APiEp � MAAKER 0.REp — MawxE� �A 1�5 SB OF� RAMP � FdpkUlE -A% INPUT l+p. X' 1NPlJT 6q_ XXX MpDEL TYPE B = FXTENSIOM c = cu� V211 �Zp� VZSiA 71 84 y �� A V2fi16 S G fl VIP3.1 • r YIP3.1 w r E[\6C \T C�SE C C \7E VC EVO � SEE 5PECIAL PRpVI5I4N iiVP1J i FILE �AYOUT – PROGRAM "NEX7PHASE F,75C" � � ! J a �7►T!•7�.L 2 �; "•71 %a !i i a � � � � � - �. rY�i�r�s�� EFU�rsii �Fa�� ������ rr�i���[r�� ���[� r�o� ��eiu��=�.i 'fi"r7iF1��'#'l� 1MlNl�7F7���1 [F.YaLilt'�� 1YilFi�l��Tf� LF�3kl�lM�!Ir !�l1�Y3�II�iEi�l � 'FZ71[]II�,."'fiYrii ir�iR!F�3nE:3a � ����1�f��k?�r'�i ��r�Qii F�IE/I�F1�IR�1' !1!}{l�3�lkj]E�l EY�JIt:l�Yrii r.+1�73Ek [IZ�I �3ifl�]!] l�Ip['iL1 = � ik#]�,tl�Lial� �1!Ll�F7[:Lt� � �' - IiYkTFl �1l11 m�OQ�I ��1��Irii �il�[iIl F] C}Yl[�i���l� . 1�C'Ir�t7 ����� ��Q� I:k�S : �u�F�iri� ���� cc� ��:�aQ; �� �an�fr�m �r�� � �ur� rc� �7: ��„�:� _ D15?LAY OIiTPUT TERiALNALS t R 1 l 0 S k R <2 p �p2 i � 56A ll4 EVIL �� Q 61 t� G � G •� 04 mtDN 1 Z � R 8� SB4 05 6 1 4 Y 2z 0 6 T4 IG M 6 6- S 0 T61 19 O6d F 65 b •� SG VIC �2 0 R i9 y �s G- ' � 7 67f !22 O'7R R � 1 V 6 6! 0 6E T I12 S 9 G � C 6E �� �„5 .�.. w b �// SOUTHBOUNQ 32EI7H 5'T. OFF-FiAi1P � �,�.a YMaSMtlgton StatC CHAI�dELIZA�FIOPi '� �'ederai Wa De�ariment of 7ransportatbq � TEIYIPORARY TRAF�IG SIC�IAL PLAN .,� ; : -,_:.=.=- ��•�- � ��� � �--� � _. . .� _... t� � . . .:.� �w.. ���F� ���, �.:,:.� � . .�...___�:. .:-.{...:._���r- � ._ �.°� --�_.:._ i INPU� FILE MARKIN6 DETAIL � ttn� - ��f�3 � o r� _ � � ' C ���= ■��fn� PS PEO. NE�O 68 n R ' �f 5 Y P.P.e. 6! � 8 e-L�i i a w��r �c�uu, rEwd A5 ti 6A 8 AA G 8A3 G p aY Y R AI s�cruu. r�no aa P6 P7 AEO. MFAD Y8 � t 3t 5 R �.P.S. t9 c Y 0 r�$ F1E�.D CONNEGTlON DIAGRAM 1-S SB QF� RAM� N.T.S LUdtWA� POLE �1 C monma � v � z u � ;r � U x ��� �a � � e � � � � �, � �1 n somm: � � ~ � � 6 Y U � @V.P. 6 SIGNM. HEAD R2 � P.P.B. 68 PA 46 K &�1 6 3 G M R O R 691 n �n. rrtnn ►e S�NAL HEAD 43 T a � � y r_r_e_ ra B 8� a w-�� HC1 C6NTR�J.6t S1GNA�L HEAD d1 S NGaq �1 EXISTiHG r�"q'y'�y� E7pS'fiNG ��y-N� SIONAL MEA!] 73 i"g,j�'tg..� 3lCNAL H�AD 42 . �6�4't8� �VJ"846� '��w3=c-+ �ss�r� / c�'sa3�c-� �a�'e4�� ~ Y��-j642�0� �68�s-� �rf-y6a��0� ��r5ay�� � � R 1 i- f' i �643� G j L�J�� Lrli 7 L p r �� Yi � r wz.r� i �, ��-e � ��S.i � . . , - . , .� - SIGNAI. HBqD A7 �` f w C�� ti 5A+} 9 � �� 6 a � R � 1� 1 t TERi#NATE ALL FZW SC `uBlEB � I �� FOR '.�GNAL iiEADS 21,?2,41. & 42 lH51DE E%�NO TEFMINAI CABIt�'C. - � �-. .?1 l�I� ���� PEO. HE�o 19 � E%iSTIMG �I��R`��� P.P.B. 79 ���r ��T� � 5 � ra�-a ��ira-�� }S �,�. � � i ., a -1�� i� i r � �� � � Y�� +� � 8 �� �� $e.w.-�••�o-Ir3r r�3 srrNa PED. i1�AD 26 �.r.a. :a fptl/I � , 70 CAMEFtAS vCl —w " vc2 ` y _ � w VC3 � � � g A POSITIQNS FUSE BLQCK fl A1�� EACHI OUT?L!'T FIL TH01 7 e � g --= , o t� 12 13�I :4 1 AUXILIARY E OIJTRU'f fILE TA 1 2 w w ! o ,ac - 5 s 7 VlDEO CAMERA POWER CONNECTI�N �• 1-5 �,.� � � � SOU7HB011ND 320TN S'T 8FF-RAOOP �T� o,. a. Nfastdng�n St�e CliANN�L.IZATION w* F�1��'Wa�/ rmnar�t af TransPoKation 1m.5 7EIi1PORAFtY 'i'RIIF SlGNAL PIAN .�'.„. i � � � t �'� e. `1�..� # � !� Kf � : ' . � � . �����.� � ; ,� . ._ �. _ , . - � � -- �� _ � �:��`,��... _ � .. . . _,__..r.�:�.._.��_ r..___ .__.______�..._... PUNER OISTRIBUTIOM ASSEM9LY tP0A1 1120V1 FOR LE�END SEE SHEET 7IL1 C'/t%�r � �. f1 g m ,,,,_ 1 A,�„ � � S r' � y . � y- � ..�i �� ��������� , . '!� 5 �e � � � — � � ~ C L4�VE � �� �� � � � � No�s: � � �� c� 9 �ve T� O CQNSi1�UCi' FOLRJfl4710N ANO WS7ALL TYP� II 516HAL STAN�ARD. 1NSTPiL VEHIGLE MEA4 04SPLAYS, EF6ERGENCY VEHICLE PR�F�TION DEfECTOR, AND fERNWAL CA91t�T. O CONSIRIlCT' FOUNDATBN /W� BdSTALL 7YPE II SECiNA! STAirOARD. IN57ALL VEFlICLff HFJ0.0 DISPtAYB, AtJXILNRY VFJi�E NEAp DlSpiAY, ERIERGENCY VEHICLE pREEMPTION OE7ECTOR. AND TERMINAL CABIHET. O C70NSTRUCT FOUNA471Ql) ANO lN8TALL TYPE I 87ANDARD. INSTAl1 YEH�IE MERF7 mSPLAY,PE�E�WN HEAD al&PLAY AI� PEDES7RiAN PUSTiBUnON ASSEMBLY. SEE DETAII A 0?! 3HEET EDi. 4 NJSTAI,4 �YPE 3p S'YOP LINE L40P. SEE SHP.ET TSS. 5 lNSCALI. TYPE 3 ADVANCE LOOP. SEE 9HEE7 154. 6 5EE ILI.IgJINAT10Ft PLAH. 7 REAIOHE PE6 t{EAd �ISWAY5 AND PED PllSI�UTTON ASSBPI�IES. PLI1G VACAT� NOLE 1N THE 5lCr�vAL Pq.E WiTH AN A�ROpRIATEl.Y SI2� NNOCK�BUT PLU6S 8 REPL0.CE VeiICLE MEAD OqSPIAY. 6EE 6[GNAL MFAD DtSrIAY NOTES. 9 REMOVE JUWCTI4N BOX AND ABP�NDON CONDlqT6, BACKFlLL, !0 RPPLACE FXtST1NG .N3NCTION 60X WffM 7YVE• 8.IUNCTION BOX. 11 REMOVE S�GNq� S7nulDaao,aSSOCU�r�D e4ltlPrnEr�T.ANU FOUn0A7ron Bac����. 12 REWOVE P3 3TAFIDARD, A390dATE� EQl11PMENV, AN� FOt1i�A110N. 9ACI�RL 93 SPU� ALL tAOPS. i� SEE T�4POW�AY 7RAFfIC SIGNA� PLA�7. 15 f�SCOJZNECT �AFO G'�MMIINICATICN CAeCE FRGM THE E7USFlkCi CONTROtiER CABINET AWD MNNTAIN FOR RECONIJE�'f10N AFfER NL�'Y COMTRALLER CaBINET 1S HyS7ALLE0. 76 NTh�tCEPY E%ISTING CONOWT AND RRtITE NEW CONUUiT TO JUNCTION 80X AS SHOV�t. t7 f�t$TALL TYPE 3 SYS7�l LOOP. 8EE AWN�CE taDP �ETTNL IN STlWDARD PLAN J-Bc iB REPIACE EXIS'CMG JUNCTION 80% Vb7fi TYPE 2.A1NC710N BDX. 19 INBTALL DIS'TRIBlJTION PANEL INSfO£ OONTROLLER CA8INET. � �lFeEErEIU �'JA ��RUSN811TfON ASSEASBLT. VACAT�. HOLE. IN �,�S1C�l9L. TEL�&2ED 10�1�d40UT PLIIGS. ,o• ia � i 1QA067 f� � ,, � j •,• �� r y;':.•, , . .r-s �; °',.?i 1T�%� � ���� �^� ��,� -;--.�—',� J'",�i . � f . .�?�;� r','1,%'.���y t . • - . , _.- - � �a � � � �' -~ ,� 5 � � ,� �-� •�(y f-S SB QFF RAMP 1--�—y 4 20 10 SCALE M FEET !d l/ / �� � :�r � ��� 1 ��/ � , �,. '` � � . ' ao � 48 � � � f � .��.• ,� % 3r ; . � ' �` /' .�'. ,��.. �1 SPL3CE E%tS7iN0 LOOP WRE3 TO APPRUPfAA'CE 2C LCOP CABtES. 22 ttaSTALL PoU1RA PED PUS�l1TfON ASSEMBLY. S� pETW� B OPI SFEET FDS, � CONSTRVCT FOUNDA710N ANO tNBTAII 7YPE PS STANDARD 1AA7ti CDUN700VIM PEO HEAD6 pS �ISPLAY ANC POI.ARA PED PUSF6UTTOPI ASSEMBUES. SEE DETAIL C ON SKEET EM. COAt5TRUC1' FOUNaAATlON AND M15TAI.l TYPE I SUWDARD N17H Y@iiCLE HEAp. �UNTD6NIW nP�D HEA6.AND POLARA �D PU3H8llSTON ASS6N81.'Y. W !� QONS1itJ]CT FOUNA4710P1 AND INSTALI TYPE PS STAMDARD WITH COUNT�VIM PEp MEAD � OIpEHlX$,641�[I�i��IIRTp� S�6A41158E �1�ETF�HM1SIGN+1.4. 27 CONSTRUCT FOUNDA710N AN6 NSTALL'fYPE PPB POLE iMTN POLARA P� PUSh�SUTTON AS6EMBLY.SEE DETAIL E Q[i SHEET �i. i � CONSTRUCT FOIiPID14T10N NiD WSTAII TYPE 332Q CONTROLLER CABIN�T. THE pACE'OF i THE CABINET SHA�L FAGE EAST. B�iSTN.I GEt¢ERATOR TRANS�ER S�+N7pi, SEE 3TAN�ARD PUW J-70.70.D2 ''. O M1&TALL'IYPE Rt TRAFFN', LOOP. FOR 6ETAilS SEE SdiEE'C �3 TO E05. CO�dTACT SEATRE a thSC s �wrs M� nnvMlCE 7hlROU(iM niE EMKi�NEER PRIOR 70 �Sw�+7lNG 600P SERMCE. INSTALL TR+E WR TRAFFIC LOOP. FOR �TAtLS SEE SFI�T W3 70 E05. CONTAGT SEAT[LE 39 'R+iC S DAYS IN ADVANCE 7HROUGH TH� ENGINEER PRlOR T6 DISRUATING LOOP SERVICE. SPLICE NEW LOOAS TO EXISTIN6 LOOP LEkO-IN CaBLE CONTACT S�ATTLE TMC 5 DAYS IN AOVANCE Tk]Rd1GH 7HE 6NGMIEER FOR CDORDINA7H�[i !0� LANF71N0. LOCATlONS W CABII�ET 32 DL�BTA1Sq:CBt]i11� SQGi�iON� 1�BNPieCi0.ER GAeINE'f BY USING OIN RALL. 33 MSTALL CABLE VAIlLT AND F6ER OP71C SPLJ(� EN(XO"�li� � REMOo11E D({871NG E7NERlIET �1 FROld £a0S'ftNCi CQNTtIpLLER A!� REIN5fN1 7k1E O f�{�tMIMeCATICId cA6l& FROM 1HE FXtS'tlt�Ki CONSROLI.ER CABINET AND MNNTNN FOR RECOM+iBGT10N AF'iER EXt311NG CONDLNT IS 1NfERCEPTEQ O ROUT@ F1BEFt OPTIC CABL� FROrt CONTRDt3.ER CABENET LOCAT� AT 9B OFF RAAAP TO d'[Y CON7ROLLER CABINET LOGl1T� AT S4Y CORNER OF 25T1i AVE S COIL 290F RBER OP'T� GIBLE IM5IE� TkE CONTROLLER TFIE OISTANC•C FROA/ T1E CON'1RALLER LOCATED 37 A1fIJS$A9EP1�T�ldR&1�tq11Dt iROLLER CABlNE1'. Y 6 1 ONAI. BQFiM�1G METFIOfl. 39 SEE TE0.IPORARY 1RRFFIC SIONAL PlJMI. p� �a �► 1-5 �.. «� � sour�eou�o 32pTH ST O�FF-ItAMP Ts �.... WasMng�on 5cata CHANNEL.ILI7YOP1 «� �EC�B['�I W epartment of rrrnaportaeion � 'tRAFFYC 51GNAL PLAN ,:n. . �- - �- --- --.: .._._.__._... _. __.. _..__.. _..._.. � '°'�:�,�C�' � ,�� 6� � ; :. ..��: L;:.: ��1�� :`�,F+�, �..._..,...... � ; , ' :=��.r-. � s�' _ � �:�- ��._ . ,1 A` :•�--._� -- - ._+..._ ...r..--.�...--�.^-_ � � RETURN TO: � � � ��l � �, I I.�L �, � ��'� , EXT: "� �� ,? CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS /_�T" 1't i ORIGINATING STAFF PERSON:__ Q C� �i �1 1�C� L,� �' C� S EXT: c 7 2.3 3. DATE REQ. BY: 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 O HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT � SECURITY DOCUMENT �E.G. BOND RELATED DOCUMENTS� ❑ ORDINANCE ❑ RESOLUTION ❑ CONTRACT AMENDMENT (AG#�: ! / ' �� � ❑ INTERLOCAL 0 OTHER C:.Ina � at �� F' I� Z 5. PROJECT NAME: -� '- 6. NAME OF C ADDRESS: E-MAIL: � SIGNATURE 3 � TELEPHONE: 2�r S7Y� 3G1 i S Fax: TITLE: ' ti s ru c � d �n /�a� r. 7. EXHIBTTS AND ATTACHMENTS: � SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE � ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN o REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # G(�i � BL , EXP. 12/31/ UBI # ��- f�o' g�� , EXP. / / � � ���7D��l5?.qa --- 8. TERM: COMMENCEMENT DATE: �I/ 3I1/ #,.� ( Z, C?$2 �'7� COMPLETION DATE: 1� _ .''1 � - 9. TOTAL COMPENSATION: $� r" r 3 �, �7 S. 2� � �INCLUDE EX NSES 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, $ �� S�'I � PAID BY: �CONTRACTOR ❑ CITY o PURCHASING: PLEASE CHARGE TO: 10. DOCUMENT / CONTRACT REVIEW � � 31 � PROJECT MANAGER � Tln�rc�rr.url�.T.�t��r�.� ��� DEPUTY DII2ECTOR Ma (` wa vr �I �l,- �DIRECTOR � IAL/ A EREVIEWED _ � �3 � 6 2. � t ,� LAW DEPT _ "L ''Z,i I� 11 . COUNCIL �PROV IF PPLICABL � COMMITTEE APPROVAL DATE: C fS 2 O( �,���,�.��� 12. CONTRACT SIGNATURE ROUTING ��� I � 3 f �Z' ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: ❑ ATTACH: SIGNATUREAUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ LAW DEPT ❑ SIGNATORY (MAYOR OR DIRECTOR� ❑ CITY CLERK ❑ ASSIGNED AG # � SIGNED COPY RETURNED �RETURN ONE ORIGINAL COMMENTS: � � r..,..,-....,..- u .� � �/�Z ��a(� t`�¢,cc M `� [� ) r�s C�_� �, /' i INITIAL 1 DATE SIGN D �� 2 � N AG# lu - � C DATE SENT: � ``L� :Z- � ' ,�`' • e .��e����m _, _ :! _� aR��',�'%� <a► •�� i COUNCILAPPROVAL DATE: S" 3 26 �L DATE REC'D: �I � •) Z � a 12/9 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT MS6543 PROJECT NUMBER 3 CHANGE ORDER NUMBER EFFECTIVE DATE I-5 Southbound 320�' St Off-Ramp Channelization PROJECT TITLE SUMMARY OF PROP'OSED CHANGES: "Truck Access Pad" ICON Materials CONTRACTOR DESCRIPTION This change order compensates the Contractor for all labor, materials, and equipment related to constructing a truck access pad to the monument sign in the vicinity of I-5 southbound and the 320�` off ramp and constructing a pad at Luminaire #6. This work includes, but is not limited to installing pavers, sod, sand, crushed surfacing base course (CSBC), and a 12 inch corrugated metal pipe (CMP) culvert. MATERIALS Materials shall be in accordance with the following sections of the Standard Specifications: CMP CSBC 7-02.2 9-03.9(3) Sod and sand will be approved by visual acceptance of the Engineer. Pavers shall be in accordance with ASTM C 1319=97. CONSTRUCTION REQUIREMENTS The Contractor shall install the CMP between the two locations marked by the Engineer. Both ends of the culvert shall be beveled at 45 degrees with splash pads placed at both ends. The culvert shall be backfilled with native material and graded in accordance with the manufacturer's requir�ments. Four inches of CSBC shall be placed and compacted prior to placing pavers. One and a half inches of sand shall be placed on top of the CSBC. Pavers shall be installed in accordance with the manufacturer's specifications. The section of ditch south of the culvert shall be lined with sod and blended into the grass seed as directed by the Engineer. PAYMENT Payment for the work specified in this change order will be under new lump sum bid item 129 "Truck Access Pad" in the amount of $5,752.86 in accordance with Section 1-09.1 of the Standard Specifications. This will be full compensation to the Contractor for all labor, materials, supplies, tools, equipment, incidentals, and transportation necessary. to complete work covered under this change order. Placement of crushed surfacing base course will be paid under existing bid item 30 "Crushed Surfacing Base Course" and the sod will be paid by force account method. 2. "Modified Drainage Structure D 1-15" DESCRIPTION This change compensates the Contractor for all labor, materials, and equipment to raise the rim elevation of drainage structure D 1-15. MATERIALS Gravel backfill shall be in accordance with Section 9-03.12(4) of the Standard Specifications and risers shall be in accordance with Section 7-05.2 of the Standard Specifications. CONSTRUCTION REQUIREMENTS The Contractor shall add risers to increase the rim elevation of drainage structure D1-15 by three feet and backfill around the structure in accordance with Standard Plan B-10.40-00, Section 7-05.3 of the Standard Specifications and as directed by the Engineer. PAYMENT Payment for the modified drainage structure will be under new lump sum bid item 130 "Modified Drainage Structure D1-15" in accordance with Section 1-09.1 of the Standard Specifications in the amount of $2,739.32 This will be full compensation to the Contractor for all labor, materials, supplies, tools, equipment, incidentals, and transportation necessary to complete all work covered under this change order. 3. "Additional Planting Quantities" The Prime Contractor, Icon Materials, has changed their subcontract with Buckley Nursery as follows: DESCRIPTION This change compensates the Contractor for additional pond planting in the vicinity of I-5 southbound and the 320�` off ramp. MATERIALS The following plant materials shall be in accordance with the Section 8-02.2 of the Standard Specifications. PSIPE Sitka Willow # 1 PSIPE Scoulers Willow #1 PSIPE Red Osier pogwood #1 or #2 (Existing Bid Item #53) PSIPE Western Red Cedar #2 or #3 PSIPE Douglas Fir #2 or #3 PSIPE Salal Medium Compost CONSTRUCTION REQUIREMENTS Plant materials shall be installed in accordance with Section 8-02.3, as directed by the Engineer and as follows: 2 Pond at 320` Lower Slope Sitka Will # 1 cont Scoulers Willow Pond at 320` Upper Slope Red Osier pogwood #1 cont (Existing Bid Item #53) Doug Fir #2 cont W. Red Cedar #2 cont 320th/SW Pond Corner (prior Cl area) Salal # 1 Compost Medium Compost Compost at 320/SW Corner Additional 1 inch compost for BMP-all seeded areas 11 Each 11 Each 30 Each 8 Each 8 Each 80 Each 8 cy 10 cy 35 cy Plant establishment shall be in accordance with Section 8-02.3(13) of the Standard Specifications. PAYMENT Payment for the all costs associated the additional plants will be under new lump sum bid item 131 "Additional Planting Quantities" in accordance with Section 1-09.1 of the Standard Specifications in the amount of $2,832.65. Compost will be paid under existing bid item #57 at unit contract prices. This change will be full compensation to the Contractor for all labor, materials, supplies, tools, equipment, incidentals, and transportation necessary to complete all work covered under this change order. 4. "Media Filter Drain Modifications" DESCRIPTION This change order compensates the Contractor for all labor, materials, and equipment required to modify the Media Filter Drain (MFD) around the foundation of Luminaire #4 and relocating the base for Sign 15/16 in conflict with the MFD. MATERIALS Materials shall be in accordance with the following sections of the Standard Specifications: PVC Drain Pipe 9-05.1(5) CONSTRUCTION REQUIREMENTS The Contractor shall stop the MFD a minimum of three feet from the foundation of Luminaire #4, connecting the MFD to 8 inch PVC drain pipe around the foundation, then connecting the drain pipe to the MFD a minimum of three feet on the other side of the foundation. The Contractor shall also relocate the base for Sign 15/16 at Sta. C 14+45 LT to Sta. C 14+70 LT. PAYMENT Payment for the work specified in this change order will be under new lump sum bid item 132 "MFD Modifications" in the amount of $1,799.40 in accordance with Section 1-09.1 of the Standard Specifications. This will be full compensation to the Contractor for all labor, materials, supplies, tools, equipment, incidentals, and transportation necessary to complete any and all work covered under this change order. 5. "D1-6 Conflict" DESCRIPTION This change order compensates the Contractor for all labor, materials, and equipment related to fabricating and installing a new lid for drainage structure D1-6. MATERIALS Steel shall be in accordance with the contract Special Provisions "Buy America" on page 15, line 22 through page 16, line 37. CONSTRUCTION REQUIREMENTS The Contractor shall install the new lid to drainage structure D1-6 and restore the area around the drainage structure as directed by the Engineer. PAYMENT Payment for all work specified in the change order will be under new lump sum bid item 133 "D1-6 ConflicY' in accordance with Section 1-09.1 of the Standard Specifications in the amount of $ 2,074.50. This will be full compensation to the Contractor for all labor, materials, supplies, tools, equipment, incidentals, and transportation necessary to complete any and all work covered under this change order. 6. `Brown Chain Link Fence Type 4 in Lieu of Cable Fence" DESCRIPTION This change order consists of installing Coated Chain Link Fence (CLF) Type 4 in lieu of Cable Fence from Wall Station W 2+75.00 to W 7+24.65. This change order also deletes bid item 116 "Cable Fence" in its entirety. MATERIALS Coated CLF Type 4 shall be Federal Standard 595B 20045 Brown with a minimum plastic coating of 2 mils and meet the following requirements of the Standard Specifications: CLF Type 4 (8-12.2) Grout (9-20.3) Resin Bonded Anchors (Special Provisions page 79, line 41 through page 80, line 16) All steel used for the work described in this change order shall meet the Buy America requirements listed on page 15, line 26 through page 16, line 37 of the special provisions. CONSTRUCTION REQUIREMENTS The Contractor shall install the Coated CLF Type 4 to the top of the retaining wall as follows: � • Install the fence to the backside of the wall. • Shim the mounting plate so the fence posts will be plumb. • Grout around the shimmed part of the plate. • Use 7.875 inch long resin bonded anchors to attach the plate to the wall. PAYMENT Payment under new lump sum bid item 134 "Coated Cha�n Link Fence Type 4" in the amount of $37,121.91 will be considered full payment for all labor equipment and materials necessary to perform the work specified in this change order. Bid item 116 "Cable Fence" is hereby deleted. Bid Item Breakdown Contract Bid Change item Descri tion Unit Qt �. Unit Price Amount 30 Crushed Surfacin Base Course TON 4 $ 18.00 $ 72.00 57 Medium Com ost C.Y. 53 $ 36.00 $ 1,908.00 116 Cable Fence Credit L.F. 450 $ 86.00 $38,700.00 129 Truck Access Pad L.S. N/A $ 5,752.86 $ 5,752.86 130 Modified Draina e Structure D1-15 L.S. N/A $ 2,739.32 $ 2,739.32 131 Additional Plantin Quantities L.S. N/A $ 2,832.65 $ 2,832.65 132 MFD Modifications L.S. N/A $ 1,799.40 $ 1,799.40 133 D1-6 Conflict L.S. N/A $ 2,074.50 $ 2,074.50 134 Coated Chain Link Fence T e 4 L.S. N/A $37,121.91 $ 37,121.91 Total $15,600.64 Sales Tax 9.5% $ 1,482.06 Total Net Contract Increase E17,082.70 TOTAL NET CONTRACT INCREASE An independent cost analysis has been performed � Yes� No $ 17,082.70 The time provided for completion in the Contract is � Unchanged ❑ Increased � Decreased by zero 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? If "Yes" Will the Policies Be Extended? ❑ Yes� No ❑ 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. ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT ��IJ� CONTRACTOR � �Z CARY M. ROE, �.E. DATE DIRECTOR OF PARKS, PUBLIC WORKS, & EMERGENCY MANAGEMENT $2,639,427.42 $ 14,447.87 $ 17,082.70 $2,670.957.99 �j � �O �� DATE 3 RETURN TO: 1 ' � EXT: ' .=j 5 �L����IIE� � L����-z-�� / 1C� CI OF FEDERAL WAY LAW DEPARTMENT ROUT F 1. ORIGINATING DEPT/DIV: PUBLIC WORKS / �� re 2�S 2. ORIGINATING STAFF PERSON: LJ r�QVI �� � E�C EXT: Z�1 � 3. DATE REQ. BY: .�'.� TYPE OF DOCUMENT �CHECK ONE�: ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ� ❑ PUBLIC WORKS CONTRACT o SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT O GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS� ❑ ORDINANCE � ❑ RESOLUTION J�CONTRACT�A �� `t� ❑ INTERLOCAL �OTHER L�Vtmt��(p �Jrr �r 2. S. PROJECT NAME: �� Sn�t,'ri, ��['�ccH.G� 3 t�_Ci� S� (/T) /1 ac �P G�-�t �� w°iI r���� G. NAME OF C ADn�ss: E-MAIL: (t SIGNATURE �� TELEPHONE: 2 0 6- S�?� � 3°l l� F�: TITLE: (��ns'ffu �n�n Maf� 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENC D E} 3I ITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # C �I ��� BL, EXP. 12/31/ �, UBI #��- (�o~ gS4 , EXP. / / 8. TERM: COMMENCEMENT DATE:�/�3 !I COMPLETION DATE: N�,f} � �,�53 g7S. Z� 9. TOTAL COMPEIVSATION: $ Z�, (,�S'2 , 73 �,s7 ^�- Q� I� ( 3(b. 7� ` (INC:LUDE EXPENSES AND SALES TAX, IF ANY� (IF CALCULATED ON HOURLY LABOR CHARGE - AT ACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES� REIMBURSABLE EXPENSE: ❑ YES �NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: � YES ❑ NO IF YES, $ �L g• Cp t� PAID BY:�CONTRACTOR ❑ CITY o PURCHASING: PLEASE CHARGE TO: 3O(o- �{ �{�- l S(�� ��7'S �0 Cfl� S lO. DOCUMENT / CONTRACT REVIEW `,B� PROJECT MANAGER ^' T �^v=i3ivnz"vn�rv'in-r�ic �,II�` �, DEPUTY DIRECTOR l�a+'w�t � �,� DIRECTOR ��Ui�.•� T�wie_��F�.icwrT l...-_� r Il''//1 � .� . �aa � -. LAW DEPT . . �' . � ��m � +�. � m� �I _ � �►1��'Z�F�'�. 11. COUNCILAPPROVAL (IF APPLICABLE� COMMITTEE APPROVAL DATE: C Zs� L( 12. CONTRACT SIGNATURE ROUTING !�/ y ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: I v I ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INITIAL / DATE SIGNED INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: S 3� f DATE REC'D: �BEPT � � �� SIGNATORY (h���IRECTOR� Z �_ � � . �, � 2��?jt� AG # AG# � ' � IGNED COPY RETURNED DATE SENT: 1 ' �� ' L I �RETURN ONE ORIGINAL COMMENTS: E3XECUTE " � � ORIGINALS 11 /9 CITY OF FEDE,RAL WAY CONTRACT CHANGE ORDER AGREEMENT AGl 1-104 PROJECT NUMBER 2 CHANGE ORDER NUMBER I-5 Southbound 320�` St Off-Ramp Channelization PROJECT TITLE SUMMARY OF PROPOSED CHANGES: 1. "Spec. Revision Lock Nut" � Pi �'�J ��,� � � EFFECTIVE DATE ICON Materials CONTRACTOR The scope of work affecting the Disadvantaged Business Enterprise Condition of Award Participation was revised by WSDOT NWR, Electrical Design Office as follows. The Prime Contractor, Icon Materials, has changed their subcontract with DBE Electric. DBE Electric is one of the Disadvantaged Business Enterprise subcontractors for the project, operating under NAICS code 238210 Traffic Signal Installation, Highway Street and Bridge Lighting, Communication Equipment Installation. DESCRIPTION This change order allows the Contractor to use ND Industries "360 Degree Patch Lock" nylon insert locking nut in lieu of the locknut shown on Standard Plan G-90.20-00, view B for the sign mounting brackets. MATERIALS "360 Degree Patch Lock" shall be in accordance with the following specifications: Primary Usage: Reusability: Material: Color: Hardness: Salt Spray Resistance: Lock and Seal 15 Cycles Nylon 11 (Nylon Patch) Yellow Shore D (ASTM D2240)70-80 Durometer ASTM B 117) 1000+ hours (X scribe) Taber Abrasion: Dielectric Strength: Direct Impact Resistance: (ASTM D4060) 10-18 mg loss CS-10 wheel, 1000 g load, 1000 cycles.(varies with color) (ASTM D149 short time) 800-1200 volts/mil @ 10.0 mils (varies with color) (MPTM .0002) 160 in. lbs (@ 10.0 mils) Shelf Life: Indefinite under ideal storage conditions [(+40°F (+4°C) to +90°F (+32°C)], but recertification must occur once a year CONSTRUCTION REQUIREMENTS The Contractor shall install the "360 Degree Patch Lock" in accordance with the manufacturer's recommendations and the contract plans. PAYMENT This is a no cost change order. TIME This change order does not affect contract time. The "Spec Revision Lock Nut" covered under this change order shall be at no additional cost to the Contracting Agency. 2. "Added Barrier" DESCRIPTION This change order compensates the Contractor for a111abor, materials, and equipment related to resetting an impact attenuator and shifting 162.5 L.F. of temporary concrete barrier in the vicinity of the 320`� off ramp. CONSTRUCTION REQUIREMENTS The Contractor shall reset the impact attenuator and shift the temporary concrete barrier as directed by the Engineer. PAYMENT Payment for resetting the impact attenuator and shifting the temporary concrete barrier will be under new lump sum bid item 128 "Reset Impact Attenuator and Shift Barrier" in accordance with Section 1-09.1 of the Standard Specifications in the amount of $1,038.10. This will be full compensation to the Contractor for all labor, materials, supplies, tools, equipment, incidentals, and transportation necessary to complete any and all work covered under this change order. TIME This change order does not affect contract time. � The net result is an increase of zero to the Disadvantaged Business Enterprise Utilization Certification for the project. See attached Subcontractor Change Order for verification of this change. The associated bid item changes within their �subcontract are as follows: Bid Item Breakdown Subcontract g�d Change Item Descri tion Unit Unit Price Amount 127 S ec. Revision Lock Nut no cost N/A N/A $ 00.00 128 Reset im act Attenuator and Shift Barrier L.S. $1,038.10 $1 038.10 9.5% Sales Tax $ 98.62 TOTAL NET CONTRACT INCREASE ' $ 1,136.72 Disadvantaged Business Enterprise Subcontractors Subcoutractor Bid Document Contract Goal Contract Goal AFTER Estimated Final DBE (Condition of Change Order No. l Contract Amount Award) (this change order) DBE Electric $561,070.00 $561,070.00 $00.00 $2,620,661.86 Total DBE _ $561,070.00 $561,070.00 $00.00 $2,620,661.86 TOTAL NET CONTRACT INCREASE An independent cost analysis has been performed $1,136 /1 - ■ � 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? If "Yes" Will the Policies Be Extended? STATEMENT: ❑ Yes� No ❑ Yes� No Payment for the above work will be in accordance wrth applicable portions ofthe standard specifications, and with the understanding that all materials, workmanship and measurements shaJl be in accordance with the provisions ofthe standard specifications, the coniract plans, and the special provrsionsgoverrling the types ofconstruction. ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT /1-�" � $2,639,427.42 $ 13,311.15 $ 1,136.72 $2,653,875.29 Z- �(�� �/ DATE �zl�ai� CARY M. ROE, �.E. DATE DIRECTOR OF PARKS, PUBLIC WORKS, & EMERGENCY MANAGEMENT 4 RETURN TO: �` '���,?.�t,l , i��!;�\ �,���-' �,'� �1�"4 EXT: >; .�i.� ��, CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS / S"'��'`�'�-�S 2. ORIGINATING STAFF PERSON: 6 �� ��� RD �o ���S EXT: �. � Z. 3 3. DATE REQ. BY: 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 SERVICEAGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS� ❑ ORDINANCE ❑ RESOLUTION �6[CONTRACT AMENDMENT (AG#�: / ( � ( �� ❑ INTERLOCAL ❑ OTHER Gl�oi Kq � ('� rc�' P r � — �J t 1 � ' � 5. PROJECTNAME: .��5 Sc'✓K�h �Ok�n� ���� S1 v��'�w•p GLiahne.�l,�Q ((O�-, 6. NAME OF CO; ADDRESS: � E-MAIL: b � SIGNATURE N 7. 8. 9. TELEPHONE:?��2 S 7 � � 3�] / � F.vz: TITLE:� �e�_ c"F'h,cc _ioti /�,¢l�`_ - �.l EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES � COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE O ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # BL, EXP. 12/31/ UBI #�'Q�— �.r-5�S5y , E�• _� � TERM: COMMENCEMENT DATE: S/I 3/ [/ COMPLETION DATE: /�l //T Tr �� z�� TOTAL COMPENSATION: $��(p 3� 4 / c� 7 y�+�� 3 t � .��i �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 DOLL AMOUNT: $ IS SALES TAX OWED: �(YES ❑ NO IF YES, $�� I S� ��> PAID BY: �CONTRACTOR ❑ CTfY ❑ PURCHASING: PLEASE CHARGE TO: ��fa �'I ��U � I S�n — S�� � 3 O ��O 3� 10. DOCUMENT / CONTRACT REVIEW IN AL / DA E R VIEWED �PROJECT MANAGER �l I I �, � .r . — �DT�S�2ACrZ►rAi9zcv�ic � ^ �\ (.�I ��DEPUTY DIRECTOR �� �v1 � �DrxECTOR C/1Zyl � �t_( LAW DEPT " ' �I - t}� R�i't.f'N ��f'IL�N b?i7��C. WlG«II '�'O T� 11 . COU�IL APPROVAL (IF APPLICABLE� COItdMITTEE APPROVAL DATE: �� g '�'( I 12. CONTRACT SIGNATURE ROUTING � SENT TO VENDOR/CONTRACTOR DATE SENT: � ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS �HEP'T' �IGNATORY �`�DIRECTOR� : Q �'-�z=�z��uc �C�I 3 � �ASSIGNED AG # SIGNED COPY RETURNED � RETURN ONE ORIGINAL �` INITIAL / DATE SIGNED /H12. l 3� t N�- A�# �r - � � a� DATE SENT: 1Ci�� • 1 ` INITIAL / DATE APPROVED COUNCILAPPROVAL DATE: S"� � � � � DATE REC'D: O � ' � 1 COMMENTS: EXECUTE " �,° ORIGINALS 11/9 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT MS6543 PROJECT NUMBER 1 CHANGE ORDER NUMBER 1� ;(: �I I J1 � I EFFECTIVE DA E I-5 Southbound 320�` St Off-Ramp Channelization PROJECT TITLE SUMMARY OF PROPOSED CHANGES: l. "Additional Electrical" ICON Materials \ CONTRACTOR The scope of work affecting the Disadvantaged Business Enterprise Condition of Award Participation was revised by WSDOT NWR, Electrical Design Office as follows: The Prime Contractor, Icon Materials, has changed their subcontract with DBE Electric. DBE Electric is one of the Disadvantaged Business Enterprise subcontractors for the project, operating under NAICS code 238210 Traffic Signal Installation, Highway Street and Bridge Lighting, Communication Equipment Installation. DESCRIPTION Provide all labor, equipment, and materials required to complete the revised illumination system, traffic signal system, and Intelligent Transportation System (ITS) work on pages 4 through 16 of this change order. MATERIALS Material shall meet the requirements shown on pages 4 through 16 of the change order, Section 9-29 of the Standard Specifications, and the contract special provisions page 96, line 49 through page 118, line 30. CONSTRUCTION REQUIREMENTS Install the revised illumination, traffic signal systems, and ITS as shown on pages 4 through 17 of this change order, Section 8-20.3 of the Standard Specifications, and the contract special provisions on page 118, line 32 through page 126, line 26. Utility potholing shall be as directed by the Engineer. PAYMENT The "Additional Electrical" work covered under this change order shall be at no additional cost to the Contracting Agency. 2. Utilitv Potholing The contract did not provide for utility potholing to expose potential utility conflicts prior to excavation. New Item 125 Utility Potholing paid by force account is hereby created in the amount of $10,000.00. 3. "Added Landscape NW Corner" The Prime Contractor, Icon Materials, has changed their subcontract with Buckley Nursery as follows: DESCRIPTION This change order will compensate the Contractor for all additional costs related to repairing the grass at the NW corner of the 320th off-ramp. MATERIALS Top soil and sod shall be approved by visual acceptance. CONSTRUCTION REQUIREMENTS The Contractor shall repair the grass by grading, installing top soil and sod, in accordance with Section 8-02.3(16)A of the Standard Specifications. PAYMENT Payment for the additional landscape will be under the new lump sum bid item 126 "Additional Landscaping NW Corner" in accordance with Section 1-09.1 of the Standard Specifications in the amount of $2,156.30. This will be full compensation to the Contractor for all labor, materials, supplies, tools, equipment, incidentals, and transportation necessary to complete any and all work covered under this change order. � TIME This change order does not affect contract time. The net result is an increase of $13,311.15to the contract. The associated bid item changes are as follows: Bid Item Breakdown 2 The net result is an increase of zero to the Disadvantaged Business Enterprise Utilization Certification for the project. See attached Subcontractor Change Order for verification of this change. The associated bid item changes within their subcontract are as follows: Disadvantaged Business Enterprise Subcontractors Subcontractor Bid Document Contract Goal Contract Goal AFTER Estimated Final DBE (Condition of Change Order No. l Contract Amount Award) (this c6ange order) DBE Electric $561,070.00 $561,070.00 $561,070.00 $561,070.00 Total DBE = 5561,070.00 5561,070.00 5561,070.00 $561,070.00 TOTAL NET CONTRACT INCREASE An independent cost analysis has been performed $13,311.15 � YesO No The time provided for completion in the Contract is � Unchanged 0 Increased 0 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? If "Yes" Will the Policies Be Extended? STATEMENT: Payment for the above work cvill be in accordance with applicable porlrons ofthe standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions ofthe standard specifrcations, the contractplans, and the special provisionsgoverning the types ofconstruction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTR.ACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONT l ; � CONTRACTOR ❑ Yes� No ❑ Yes❑ No $2,639,427.42 $ 00.00 $ 13,311.15 $ 2,652,738.57 /c� �� l/ DATE /a��� ! CARY M. ROE, P.E. / DIRECTOR OF PARKS, PUBLIC WORKS, & EMERGENCY MANAGEMENT DATE 3 RETURN TO: EXT: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM i. ORIGI1vATINGDEPT/DIV: PUBLIC WORKS / S� 1 e� � S 2. ORIGINATING STAFF PERSON: � C 1 Gt vl I� C9 �i E? i�� S EXT: � 7 3 3. DATE REQ. BY: C! � TYPE OF DOCUMENT �CHECK ONE�: ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ� UBLIC WORKS CONTRACT ❑ SMALL OR LINIITED PUBLIC WORKS CONTRACT ❑ ROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT �E.G. BOND RELATED DOCUMENTS� ❑ ORDINANCE ❑ RESOLUTION ❑ CONTRAC � T AG#�: ❑ INTERLOCAL �OTHER � 1'� �� � � � PROJECTNAME: 1`S SO� 3ZQ� S-f (Q�-2Q�o CL�aveviQ(�et-z 6. NAME OF AnD�ss: SIGNATURE N I���-�i�1Lt� Fax: 1 7. EXHIBITS AND ATTACHMENTS: [�SCC�p�'. WORK OR SERVICES � COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE �ALL V OTHER REFERENCED EXHIBITS �,p�.00F OF AUTHORITY TO SIGN �I REQUIRED LICENSES CFVJ LICENSE # �� ���j ���- �L, EXP. 12/31/� UBI # �G � � C�� S�� , � � /�/� 8. TERM: COMMENCEMENT DATE: � _ COMPLETION DATE: � 1[,C.I� e� ZD � 2- 9. TOTAL COMPENSATION: $ o� d� I � � ��- '}" � � '�I , ��:� ' �i ��' ��/ ll ��' �� �--� � /___ �'C' � r �INCLUDE EXPENSES AND SALES TAX, IF ANY� �IF CALCULATED ON HOURLY L�C�i2�ARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND E30LIDAY RATES� REIMBURSABLE EXPENSE: ❑ Y�+S �NO IF YES, MA?�MUM DOLLAR AMOUNT: $ IS SALES TAX OWED: �YES ❑ NO IFYES, $ Z��� `Z� �•��' PAID BY: �CONTRACTOR ❑ CITY ❑ PuFtcxASlrrG: PLEASE Cx�xGE To: �� �`' ; t� �� � I '' L' . � �> �C' `,�� �� � . �--C' - � � � � � 10. DOCUMENT / CONTRACT REVIEW I 1�,/ DA E RE IEWED �PROJBCT MANAGER �r�1 / Z 7 t l ❑ DIVISION MANAGER �DEPUTY DIRECTOR r �DIRECTOR � ❑ RISK NIANAGEMENT �IF APPLICABLE� �LAW DEPT Z � � � � �a mc� INITL4L/ DATE APPROVED �I 6 11. COUNCILAPPROVAL(IFAPPLICABLE� C�OM�MIT EE�PROVALDATE: � (� �t� _ COUNCILAPPROVALDATE: . 12 . CO T CT SIGNATURE IZOUTING l � �ENT TO VENDOR/CONTRACTOR DATE SENT: J DATE REC'D: !/ �❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS `/ I ' IAL / DATE SIGNED !� I'(� �1 LAW DEPT �L - � ����� IC3NATORF��1ci�Ar or��;r+��^}av- �,� `r� ��CITY CLERK � � �' � �' I � � `" SSIGNED AG # AG# ���a SIGNED COPY RETURNED DATE SENT: c�S � I��' �RETURN�RIGINALS� COMMENTS: C � �� t ( p EXECUTE " " �RIGINALS f � P c� S C' r e ii" i E' � G� - 1 T C� G V� F d !� ��, G( �L G'=� C� I U 1 S( P in � r9^Y �� v �. n�r �� i P rn. v i s � o�� s., � d r-� �'7�.� f C �PVi f� f'Li ��'., � � i.-f �O �i z `t� � i�r�a� 1/9 C:1Dacuments and Settings�brianhr\Local Settings\Temporery Internet Files\Content.0utlook\U07KCQ36�PW Routing Form.doc ORIGIN�I COHIRACI #1 CITY C1F - Federal Wa y BIDAND CONTRACTDOCUMENTS AND SPECIFICA TIDNS FOR I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION RFB # 11-102 City ofFedera/ Way PUBLIC WORKS DEPARTMENT 33325 Eighth A venue South Fede�a/ Way, WA 98003-6325 P�epared By; Washington State Depa�tment of T�anspo�tation No�thwest Region Sha�ifShak/awun, P.E, f� U � ' ' � ' ' � � ' ' �� ' ' ' � , ' 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION F.A. No. STPUL-1020(010) RFB # 11-102 Addendum No. 2 April 7, 2011 ATTENTION: All Bidders and Plan holders You are hereby notified that in Addendum No. 2, the Bid and Contract Documents are amended as follows: General Clarification Bid item #84 —"Temporary Pavement Marking", per L.F. shall be used after planing of 320th St. and before the placement of permanent pavement marking on the C LINE. Special Provisions Section 1-10.3(1) — Traffic Control Labor page 72, lines 11 through 32 are deleted and replaced with the following: The City shall reimburse the Contractor for the use of off duty uniformed police officers at the invoiced cost for those services. The Contractor shall request uniformed off-duty police officers from the City of Federal Way Police Department, (253) 661-4600. 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. The estimated amount for uniformed off-duty police officers as stated in the proposal, is the City's estimate, without knowledge of the Contractors specific method of operation and is used only for the purpose of providing a common amount for all bidders. 2. Section 9-29.13(7) — Traffic Actuated Controllers, page 110, lines 28 through 29 are deleted and replaced with the following: *** Type 2070L *** control equipment shall be used in this contract. Controller Components: 2070-1 B CPU LJ 1 2070-2A 2 2070-3B 3 2070-4A 4 5 Software: 6 NEXTPHASE 1.75C 7 8 9 Proposal 10 11 1. On page 3, Bid Item No's. 33, and 34, the PLAN QUANTITY is revised. 12 2. On page 8, Bid Item No. 100, the UNIT OF MEASURE and the PLAN QUANTITY 13 are revised. 14 15 16 Bid Opening 17 18 The bid opening date has not changed. 19 20 All bidtlers are required to acknowledge receipt of this addendum on page 22 of the Bid 21 Form. Failure to do so may cause rejection of the bid. 22 23 24 Attachment: 25 Sheets 2, 3, 4, 8, 23, 28, and 35 of the Plans (Rev. 4-6-11) 26 Page 24, and 26 of the RFB AttaChment C BID SCHEDULE 27 28 Addendum No. 2 t-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION F.A. No. STPUL-1020(010) RFB # 11-102 2 � 1 ' � � � ' ' ' ' � , ' ��� U � � ' Attachment C BID SCHEDULE CITY OF FEDERAL WAY I-5 SOUTHBOUND 320 OFF RAMP CHANNELIZATION SCHEDULE A All unit rices in Bid Schedule A shall not include a licable sales tax. ITEM STD ITEM DESCRIPTION UNIT PLAN UNIT PRICE AMOUNT N0. N0. UANTITY DOLLARS CENTS DOLLARS CENTS PREPARATION 1 0001 MOBILIZATION L.S. 1 Z OOZS CLEARING AND GRUBBING qCRE 1.1 3 0049 REMOVING DRAINAGE �CH 4 STRUCTURE 4 OOSO REMOVAL OF STRUCTURE AND L.S. 1 OBSTRUCTION 5 0258 REMOVING SIGN STRUCfURE EST. 1 H�OOO.00 SHAFfOBSTRUCTIONS GRADING 6 0310 ROADWAY EXCAVATION INCL. C.Y. 3,31� HAUL 7 0332 PAVEMENT REPAIR EXCAVATION S. 215 INCL. HAUL $ 0431 GRAVEL BORROW INCL. HAUL TON SOH 9 0470 EMBANKMENT COMPACTION C.Y. 13O DRAINAGE 1� 1054 GRATE INLET TYPE 2 �CH 3 11 1065 CEMENTCONC. GUITER L.F. 450 12 1OH6 QUARRY SPALLS TON ZH 13 118� SCHEDULE A CULV. PIPE 12 IN. �. F. 129 DIAM. 14 116� UNDERDRAIN PIPE 6 IN. DIAM. L.F. 48� is 1161 UNDERDRAIN PIPE 8 IN. DIAM. L.F 396 STORM SEWER 16 3091 �TCH BASIN TYPE 1 EACH 4 17 3090 �TCH BASIN TYPE 2 54 IN. EACH 1 DIAM. WITH FLOW RESTRICTOR CATCH BASIN TYPE 2 54 IN. 1$ 3090 DIAM. WITH DEBRIS CAGE �CH 1 19 3105 �'TCH BASIN TYPE 2 48 IN. � � DIAM. 1 City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 23 �B �$ 11-1�2 February 2011 L.. J � 20 3151 ��NG STORM SEWER PIPE L.F. 675 21 3541 SCHEDULE A STORM SEWER PIPE L.F. 483 12 IN. DIAM. 22 3542 SCHEDULE A STORM SEWER PIPE L. 154 18 IN. DIAM. 23 3543 SCHEDULE A STORM SEWER PIPE L. 38 24 IN. DIAM. STRUCTURE 24 4006 �UCTURE EXCAVATION CLASS C.Y. 4 400 A INCL. HAUL i 25 4013 SHORING OR EXTRA EXCAVATION L.S. 1 CL. A 26 4025 GRAVEL BACKFILL FOR WALL C.Y. 1,42� 27 4150 �' REINF. BAR FOR RETAINING LB . $9 ,346 WALL 28 4139 coNC. cu�ss 400o FoR C.Y. 800 REfAINING WALL DEFICIENT STRENGTH CONC. 29 4219 p�CE AD]USTMENT ��C 1 SURFACING 30 5100 CRUSHED SURFACING BASE TON 440 COURSE LIQUID ASPHALT 31 5334 ANTI-STRIPPING ADDITIVE EST 1 4,���.�� HOT MIX ASPHALT 32 5703 CRACK SEALING EST. 1 10,000.00 33 5]il P�`NING BITUMINOUS S.Y. PAVEMENT ., HMA FOR PAVEMENT REPAIR CL. TON 34 5739 �/2 IN. PG 64-22 35 5767 HMA CL. �/z IN PG 64-22 TON 3,960 36 5830 �OB MIX COMPLIANCE PRICE �LC 1 8 892.0� ADJUSTMENT i 37 5837 ASPHALT COST PRICE �LC 1 15 000.�� ADJUSTMENT i 38 5835 COMPACTION PRICE �qLC 1 5 988.00 AD]USTMENT i 39 6517 B��E TRANSVERSE JOINT SEAL L. F. 150 40 6516 �CLIC DENSITY PRICE �qLC 1 -1 AD]USTMENT IRRIGATION AND WATER DISTRIBUTION 41 IRRIGATION SYSTEM REPAIR EST 1 3 EROSION CNTL AND ROADSIDE RESTORATION 42 6403 Esc ��a� DAY 85 43 6458 �MPORARY EROSION CONTROL S. 4 763 BLANKEf � City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 24 r L , ' , � , � u I � L � �, J � ' � ' RFB # 11-102 � February 2011 , � ' ' � � , � � � � � , 1 ' I I , ' l J� 44 6463 CHECK DAM L. F. 48 45 6471 INLEf PROTECTION EACH 13 46 6468 �ABILIZED CONSTRUCTION S.Y. 340 ENTRANCE 47 647� STREEf CLEANING HR 34� 48 6373 SILT FENCE L. F. 175 49 6479 WA L. F. 615 5� 6490 EROSION/WATER POLLUTION EST 1 151 000 .�� CONTROL � 51 6414 SEEDING, FERTILIZING, AND ACRE 0.44 MULCHING 52 6405 TOPSOIL TYPE A C.Y. 383 53 6552 �IPE WESTERN RED CEDAR, 18" �CI„I 39 HT. #2 CONT. 54 6552 �IPE OTTO LUYKEN LAUREL, 18" �CH 5 HT. #2 CONT. 55 6606 P�� ESTABLISHMENT - EST 1 9,300.00 SECOND YEAR 56 6608 Y�R ESTABLTSHMENT - THIRD EST 1 9�3��.0� 57 6465 MEDIUM COMPOST C .Y. 95 58 6580 BARK OR WOOD CHIP MULCH C.Y. 4 59 6560 SEEDED LAWN INSTALLATION S.Y. i8 6O MEDIA FILTER DRAIN MIX C.Y. 7H 61 SOIL MIX FOR GRASS STRIP C.Y. 31 62 6630 HIGH VISIBILITY FENCE �. F. 290 TRAFFIC 63 (]�� CEMENT CONC. TRAFFIC CURB L.F. 171 AND GUTTER 64 (]�] CEMENTCONC. PEDESTRIAN L. 46 CURB 65 6727 �RUDED CURB L. F. 250 66 6840 PRECAST SLOPED MOUNTABLE L.F. 185 CURB 67 6757 B�M GUARDRAIL TYPE 31 L. F. 540 CH 6766 B�'M GUARDRAIL ANCHOR TYPE �CH 2 10 69 6763 SINGLE SLOPE CONCRETE L. F. 14� BARRIER 7O (]H1 TEMPORARY CONC. BARRIER L.F. 625 71 7440 TEMPORARYIMPACT �CH 1 ATTENUATOR 72 7447 �NSPORTABLE EACH 2 ATTENUATOR(S) City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 25 RFB # 11-102 February 2011 ' t 73 7449 �PERATION OF TRANSPORTABLE HR 16$ ATTENUATOR(S) 7�} 7450 REPAIR TRANSPORTABLE EST. 1 G�OOO.00 ATTENUATOR(S) 75 6832 FLEXIBLE GUIDE POST �CH 4 76 6806 P � M � L.F. 1,610 77 6807 PLASTIC LINE L.F. H�ZOB CHiH P��C WIDE LINE L.F. 1�712 �9 6857 P��C CROSSWALK LINE S. F. 2,4�8 80 6859 P��C STOP LINE L.F. 301 81 6833 P��C TRAFFIC ARROW EqCH 19 H2 6881 PLASTIC DRAINAGE MARKING �CH S $3 6$$4 ZAISED PAVEMENT MARKER TYPE HUND 0.91 84 6888 TEMPORARY PAVEMENT �.F. 13 500 MARIQNG i $5 6890 PERMANENT SIGNING L.S. 1 86 6897 SIGN BRIDGE NO. 1 L.$. 1 $7 6903 TEMPORARY ILLUMINATION �.5. 1 SYSTEM SAD 4989 $$ 6904 ILLUNIATION SYSTEM SAD 4989 L.S. 1 $9 6904 ILLUMIATION SYSTEM CI"fY N0. L.S. 1 3055 TEMPORARY TRAFFIC SIGNAL 90 SYSTEM SAD 4989 �•S. 1 91 6912 TRAFFIC SIGNAL SYSTEM SAD L.S. 1 4989 TEMPORARY TRAFFIC SIGNAL 92 SYSTEM SAD 911 L.S. 1 93 6912 9�FFIC SIGNAL SYSTEM SAD L.S. 1 94 6917 DIRECTIONAL BORING L. F. 285 95 6993 �RTABLE CHANGEABLE HR 15� MESSAGE SIGN 96 6956 SEQUENTIAL ARROW SIGN HR 2�� 97 6973 OTHER TEMPORARY TRAFFIC L.S. 1 CONTROL 98 6980 FLAGGERS AND SPOTTERS HR 15� 99 6992 OTHER TRAFFIC CONTROL LABOR HR 3�� 1OO OFF-DUTY UNIFORMED POLICE � � OFFICER 1�1 6974 �FFIC CONTROL SUPERVISOR L.S. 1 CONSTRUCTION SIGNS CLASS A 102 6982 S.F. 76 , L � � , L_.J � � �' L.� , � ' � ' , ' ' City of Federal Way RFB # 11-102 � I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION February 2011 Page 26 � , , � � � l _J ' �� u ' � � ' ' , , � , ' LO3 6868 PEDESTRIAN CONTROL AND L.S. 1 PROTECTION OTHER ITEMS lO4 7004 NPE C PROGRESS SCHEDULE L.S. 1 1OS 7000 �HEDULE UPDATE �CH 3 106 7006 STRUCTURE EXCAVATION CLASS C.Y. 788 B INCL. HAUL 107 7008 SHORING OR EXTRA EXCAVATION S.F. 4 029 CLASS B � lOH 7014 GRAVEL BACKFILL FOR DRAIN C.Y. 94 1�9 7037 STRUCTURE SURVEYING �.5. 1 11O 7O3H ROADWAY SURVEYING L.S. 1 REFERENCING EXISTING 111 PAVEMENT MARKIN6S L.S. 1 112 7055 CEMENT CONC. SIDEWALK S.Y. 91 113 7OSH CEMENT CONC. CURB RAMP TYPE EACH 1 PARALLEL B 114 7OS$ CEMENT CONC. CURB RAMP TYPE EACH 1 PARALLEL B MOD. 115 7054 DEfECTABLE WARNING SURFACE S.F. 114 116 7OHO �'BLE FENCE L.F. 450 117 9605 CONNECTION TO DRAINAGE EACH 4 STRUCTURE 11$ 7350 CLEANING EXISTING DRAINAGE L.S. 1 STRUCTURE 119 7480 ROADSIDE CLEANUP EST. 1 5�0��.0� 12O ]]25 REIMBURSEMENT FOR THIRD EST. 1 S.00 PARTY DAMAGE 121 7728 MINOR CHANGE � 1 -1 122 7736 SPCC PLAN L.S. 1 123 7550 CONSTRUCTION GEOTEXTILE FOR S.Y. 866 UNDERGROUND DRAINAGE City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 27 RFB # 11-102 February 2011 r City of Federal Way RFB # 11-102 I-5 SOUTHBOLTND 320TH ST OFF-RAMP CHANNELIZATION February 201 l Page 28 SUB-TOTAL SUB-TOTAL 4 ** ITEM TOTAL SECTION SECTfON STD. NO I-D72(1) I-07.2(2j ITEM UNIT QUANTITY OF OF NO. STANDARD STANDARD SPECS SPECS � � � � � 1 � LUMP SUM � � LUMP SUM ( 0001 � L.S. 2 � 1.10 I I 1.10 � 0025 � ACRE 3 � 4.00 � � 4.00 � 0049 ( EACf�. 4( LUMP SUM I I l-UMP SUM � 0050 ( L.S. 5 I 80�0 0� I I 8000.00 I 0258 I DOL ITEM AND GRUBBING � DRAINAGE STRUCTURE DF STRUCTURE AND OBSTRUCTION � SIGN STRUC7URE SHAFT OBSTRUCTIONS � 7 � 215.00 � I 275•00 � 0332 � S.Y. �PAVEMENT REPAIR EXCAVATION INCL HAUI � � 8 � 808.00 � � 808.00 � 0431 � TON �GRAVEL BORROW INCL. HAUL � � 9 � 130.00 I I 130.00 � 0470 � C.Y. �EMBANKMENTCOMPACTION � � � � � � ( � � � I I I I I I DRAINAGE � � 10 ( 3.00 � � 3.00 � 1054 � EACH � GRATE INLET TYPE 2 � � 11 � 450.00 � � 450.00 � 1065 � L.F. f CEMENT CONC. GUTTER � � 12 � 28.00 I � 28.00 ( 1086 � TON �QUARRY SPALLS � I �3 I �z9.�0 I ( �29-DD � 1180 I � F. �SCNEDULE A CULV. PIPE 12 1N. DIAM. � � 14 � 480.00 � � 480.00 � �160 � L.f. �UNUERDRAINPIPE6IN.DIAM. � � 15 � 396.00 � � 396.00 � 1161 � L.F. � UNOERDRAIN PIPE 81N. DIAM. � � � � ( � � � � � � I I � I � STORM SEWER � ( 16 ( 4.Op � � 4.00 � 3091 � EACH �CATCH BRSIN 7YPE 1 � �'17 � 1.00 � � 1.00 � 3090 � EACH �CATCH BASIN NPE 2 54 IN. DIAM. WITH FLOW RESTRICTOR � ( 18 � 1.40 I I 1.00 � 3090 � EACH �CATCH BASIN NPE 2 54 IN. DIAM. WITH DEBRIS CAGE � � 19 ( 2.OQ � � 2.00 � 3�05 � EACH �CATCH BASW TYPE 2 46 IN. DIAM. � � 20 � 675.00 � I 675.00 � 3'151 � �.F. �TESTING STORM SEWER PIPE � L21 � 483.00 � � 483.00 � 3541 � L.F. �SCHEDULE A STORM SEWER PIPE 12 IN. DIAM. . � � 22 � '154.00 � � 154.00 � 3542 ` L.F. �SCHEDULE A STORM SEWER PIPE 18 IN. DIAM. I l 23 � 38.00 � � 38.00 ( 3543 � LF. �SCHEDULE A STORM SEWER PIPE 241N. DIAM. I, � � � � � ( � ,.. � � � � ( ( ( STRUCTURE � � 24 � 4400.00 � � 4400,00 � 4006 ( C.Y. �STRUCTURE EXCAVATION Cl.ASS A INC�. HAUL � 25 � LUMP SUM � � LUMP SUM � 4013 � LS. � SHORING OR EXTRA EXCAVATIpN Cl. A ( 26 ( �420.00 � � 1420.00 �4025 � C.Y, �GRAVELBACKFILLFORWA�L , 27 � 593a6.00 � � 59346.00 � 4150 � LB. �ST. REINF. BAR FOR RETAINING WA�L i 28 ! 800.00 � ( 800.00 � 4139 � C.Y. �CONC. CLASS 4000 FOR RETAINING WALL ( 29 I -1.00 I F -1.00 I 4219 I DOL IDEFICIENT STRENGTH CONC. PRICE ADJUSTMENT � � � SURFAqNG 440.00 I 5100 I TON ICRUSHED SURFACING BASE COURSE � � � � � � � � I ( I � I I HOT MIX ASPHALT � 32 � 10000.00 ( � 10000.00 � 5703 � DOl �CRACKSEAIING � 33 �;%; ,.9$$p'�7bre ;'� I-«<.c�9$9D,�%,�'r`�,I 5711 � S.Y. �PLANING BITUMINQUS PAVEMENT GROUP LEGEND : i GROUr+NUMeErt CONTROL SECTION TAXSCHEDULE FfDERAL WAY DATE REVISION FUND PARTICIPANT9 REGION STATE 10 WA JOBNUMBER 10A067/3 CONTRACT NO ��0�� FEDERAL AID PROJECT. NO. STPUL 1020(010) Washington State Department of Transportation I-5 SOUTHBOUND 320TH ST �FF-RAMP CHANNELIZATION SUMMARY OF QUANTITIES SQ� SHEET 2 � ss SHEEfS �A SUMMARY OF QUANTITIES � ooT_RGG9� anr�o» ._..__.�__ � ._�_ � ' � ' , , ' ! 1 ! � � � ' , , ' , ss , ,�,.00 fi4 � 46.00 65 � 250.00 69 � 140.00 70 � 625.00 74 75 76 GROUPLEGENO: cxouPNUMe� 1 2 DATE 171.00 � 6700 � l.F. � CEMENT CQNC. TRAFFIC CURB AND G 4fi.Q0 � 6707 � L.F. �CEMEh(t CONC. PEDESTRIAN CURB 250_00 � 6727 � L.F. � EXTRUDED CURB 185.00 � 6840 � L.F. �PRECAST SLOPED M�UNTABLE CURB 540.OD ,6757 � L.F. �BEAMGUARDRAILTYPE31 2.00 � fi766 � EACH � BEAM GUARDRAtL ANCHOR TYPE 10 140.00 � 6J63 � L.F. �SING�E S�OPE CQNCRETE BARRIER 625.00 � 6781 � L.F. �TEMPORARY CANC. BARRIER 1.00 � 7440 � EACH �TEMPORARY IMPACT ATTENUATOR Z.00 � 7447 � EACH �TRANSPORTABLE ATTENUATOR(S) 168.00 � 7449 I HOUR �OPERATION OF TRANSPORTABLE ATT 6000.00 � 7450 � DOL �REPAIRTRANSPORTABLEATTENUATC 4.00 � 6832 � EACH �FLEXIBLE GUIDE POST 1610.00 16806 � L.F. IPAIMLINE CONTROLSECTION I TAXSCHEDULE I 172702 � FEDERAL REVISION FUND PARTICIPANTS GION STATE 10 WA JOB NUM6ER 1 pA067l3 CONTRAGT NO �OQ��Q FEpERAL AID PROJECT. NO. STPUL 1020(010) Washington State Department of Transportation I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION SUMMARY OF QUANTITIES SQZ SHEET 3 OF 98 SHEE7S -� SUMMARY OF QUANTITIES ooT_AG�9oo �' amzo» � SUMMARY OF QUANTITIES ooT_RGG�p 417J2011 � 84 � i3500.00 � I 13500.00 �6888 � l.F. �TEMPORAI2YPAVEMENTMARKING � � 85 � LUMP SUM � � LUMP SUM � 6890 � L.S. � PERMANENT SIGNING � � 86 � LUMP SUM � � LUMP SUM � 6897 � L.S. �SIGN BRIDGE N0. t � � 87 � LUMP SUM I L LUMP SUM � 6903 � L.S. �TEMPORARV ILLUMINATION SYSTEM SAD 4989 � ( 88 j LUMP SUM � � LUMP SUM � 6904 � L.S. �ILIUMINATION SYSTEM SAD 4989 � � 89 � IUMP SUM I ( LUMP SUM � 6904 � L.S. � ILLUMINATION SYSTEM CITY NO. 3055 � � 90 � LUMP SUM � � LUMP SUM � 1 1.5. �TEMPORARY TRAFFIC SIGNAL SYSTEM SA� 4989 � � 91 � LUMP SUM � � LUMP SUM � 6912 � L.S. (TRAFFIC St6NAL SVSTEM SAD 4989 ( � 92 � LUMP SUM � � LUMP SUM � � L.S. �TEMPORARY TRAFFIC SIGNAL SYSTEM SAD 911 � � 93 ( LUMP SUM � � LUMP SUM � 6912 � LS. �TRAFFIC 57GNAL SYSTEM SAD 971 � � 94 ( 285.00 � � 285.00 � 6917 � L.F. �DIRECTIONAL BORING ( lUMPSUM �6973 � L.S. �OTHERTEMPORARYTRAFFICCONTROI 150.00 I6980 I HOUR IFLAGGERSANDSPOTTERS I�� K°-�-BQDC{:�i� .=�� �� -�Stlt14A0- �:;I I>. �- IaFF-DUTYUNiPORMEDPOUCEOfFICER � � 101 � LUMP SUM + � LUMP SUM � 6974 � LS. (TRAPFIC CONTROL SUPERVISOR � � 102 � T6.00 I I 76.00 � 6982 � S.F. � CONSTRUCTION SIGNS CLASS A I � 103 ( LUMP SUM � � LUMP SUM � 6868 � L.S. I PEDESTRIAN CONTROL ANO PROTECTION � � � � � � � � � � � � � � � � OTHERITEMS � � 104 � LUMP SUM � � LUMP SUM � 700A � L.S. �TYPE C PROGRESS SCHEDUIE � ( 105 � 3.00 � � 3.00 � 7000 � EACH �SCHEDULE UPDATE � � 106 � 788.00 � � 788.00 � 7006 � C.V. �STRUCTURE EXCAVATION CLASS B INCL HAUL � � 107 � 4029.00 � � 4D29.00 ( 7008 ( S.F. �SHORING OR EXTRA EXCAVATION CLASS B � ( 108 I 94.� I I 94.00 I 7014 I C.Y. IGRAVEL BACKFILL FOR DRAIN I � 111 � LUMP SUM � � LUMP SUM M � L.S. (REFERENCING EXISTING PAVEMENT MARKINGS � � 112 � g1.00 � ( 91.00 � 7055 � S.Y_ �CEMENT CANC. SIDEWALK 'I � 113 � 1.00 ' � 1.00 � 7058 ( EACH (CEMENT CONC. CURB RAMP TYPE PARALLEL B ' � 114 � 1.OU � ( 1.00 � 7058 ! EACH �CEMENT CONC. CURB RAMP TYPE PARALLEL B MOD. ' � 115 � 114.00 � L 114.00 � 7054 � S.F. �DETECTABLE WARNING SURFACE ' � 176 ( 450.00 � � 450.OD � 7080 ! LF. (CABLE FENCE ' � 117 L 4.00 � � 4.00 � 9605 � EACH �CONNECT�ON TO DRAINAGE STRUCTURE ' � 11 B � LUMP SUM � � LUMP SUM � 7350 F L.S. �CLEANING EXISTING DRAINAGE STRUCTURE ( 119 � 5000.00 � � 5000.00 � 7480 � DOL �ROADSIDE CLEANUP ( 120 � 5.00 ( � 5.00 � 7725 � DOL �REIMBURSEMENT FOR THIRD PARIY DAMAGE � 121 � -1.00 � � -1.00 � 7728 � DOL �MINORCHANGE ( 122 I LUMP SUM ( � LUMP SUM � 7736 � L.S. I SPCC PLAN � 123 � 666.00 I � 866.00 � 7550 � S.Y. �CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE GROUP LEGEND DATE GROUPNUMOER SR CONTROLSECT�N 1 005 1I2702 2 005 �72702 3 005 172702 l,.38� #(NR �t06 ; REVISION TAXSCHEDULE FUND PARTIdPANTS REGION STATE 10 WA J� NUMBER 10A06713 COPPTRACT NO 000060 FEDERAL AID PROJECT. NO. STPUL 102()(D10) Washington State Department of Transportation I-5 SOUTNBOUND 320TH ST OFF-RAMP CNANNELIZATION SUMMARY OF QUANI"ITIES SQ3 sHeer 4 OF 46 SHEETS , I e uNe 6' VARIES 3 62' ' 2.0'-17.3' I 1 q;1 2'�—°� -------------------�----- 3 - — � � � 2 .35' � 0.15' 1 � , ' � , � � � i � ' ' , , � ' ROADWAY SECTION B-1 B 25+95.1 TO B 27+36.8 EXISTING EDGE OF PAVEMENT O —/----------------- NB ON RAMP VARIES' VARIES` a uNe � I SEE ROADWAY SECTION C-1 O EXISTING ISLAND �--- O i EXISTING EDGE OF PAVEMENT — -----� — ' � EXISTING _ _ _ _ _ _ _ ROADWAY_ 1 � � � �--------------- --------------- ---------------� ` �� .15' 1 10 `\ ROADWAY SECTION B-2 B 27+52 TO B 26+4d SB ON RAMP * WIDTH VARIES SEE PAVING PLANS --------------- e 27+� ro e ss+aa B LINE Y EXISTING _ _ _ _ _ _ _ ROADWAY _ _ _ - � � , �ec��1/� --------------------=' � � ROADWAY SECTION B-3 B 28+q4 TO B 31+5 B 34+gg TO B 40+00 • WIDTH A S A' G PLANS EXISTING EDGE OF PAVEMENT NB ON RAMP B 37+99 TO B 38;52 LEGEND O O �___/ O O O O l_J O ,o HMA Cl. 1!2 IN. PG 64•22 CRUSHED SURFACING BASE COURSE GRAVEL BORROW INCL. HAUL BEAM GUARDRAIL TYPE 31 EXTRUDED CURB CEMENT CONC. SIDEWALK CEMENT CONC.TRAFFIC CURB AND GUTTER RAISED TRAFFIC ISLAND "SEE SHHET PVD1 FOR DETAiL" SINGLE SIOPE CONCRETE BARRIER PLANING BITUMINOUS PAVEMENT EXTRUDED CURB FILE NAME T:141233 TIME 4:D8:39 DATE 4I5/2011 PLOTTED BY anjunsu DESIGNED BY A. GH ENTEREd BY A.GH CHECKED BY M.W) PROJ. ENGR. S. SH B 35+75 TO B 37+07 NB OFF RAMP ---------------- NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. B 37+92 TO B 38+44 2. FOR VERTICAL CUT LIMITS SEE SHEET SP1. 3. SEE SHEET WA1 FOR WALL IYPE AND LIMITS. 4. SEE SHEET PV1 FOR VARIABLE WIDTHS pF PAVING, BARRIER TYPE AND LOCATIONS. 5. THE NOMINAL DEPTH OF COMPACTED MATERIAL SHALL NOT EXCEEO THE MAXIMUM SPECIFIED IN SECTIONS 4-04.3{4) AND 5-04.3(9) OF THE STANDARD SPECIFICATIONS. O O O O 0 O I I O � 3 VARIES` 3 EXISTING _ _ ROADWAY 10 1 � 0.15 � �.35' 2 .3U' 1 ` WIDTH VARIES SEE PAVEMENT REPAIR TABLE PAVEMENT REPAIR SECTION (TYPE A) VARIES* �� EXISTING ROADWAY 10 1 � � 10 � 035' ` WIDTH VARIES SEE PAVEMENT REPAIR TABLE PAVEMENT REPAIR SECTION (TYPE B} CONSTRUCTION NOTES CROSS SLOPE VARIES, SEE ROADWAY PROFILE SHEET MATCH EXISTING CROSS SLOPE VERTICAL CUT PROFIIE GRADE 8 PIVOT POINT RETAINING WA�t., SEE SHEET WAt. SEE DITCH PROF�LE SHEET DP2 PAVEMENT REPAIR TABLE LOCATIONS SECTION PROM TD WIDTH TYPE g 27+59 (18' RT, 30' RT) B 27+&{ (18' RT, 30' RT� 12' A B 27+$4 (12' RT, 24' RT} B 26+14 (12' RT, 2A' RT) 1Z' A g zg+00 (35' LT, 47' L'f) B 28+yp (35' �T, 47' LT) 12' A B 30+26 {1' LT, 9' LT) B 30+81 (1' LT, 9' LT) g' g B 31+57 (47' LT, 59' LT) B 31+73 (47' LT, 59' LT) 12' B B 38+b2 (25' LT, 52' LT) B 38+47 (25' LT, 52' LT) 2T A 10 10A067 eoxrrtwct xo. REVISION PROJ.NO. aa � �if, — � I � t4' 4 a usx ` �v q � � �� SOUTHBOUND 320TH ST OFF-RAMP `"'°` Washington State CHANNELIZATION �, �°'�° 3' �'� F@deCc�� �c�y Department of Transportatian �UH NO. �` o . i � n . _ _ _ , . ROADWAY SECfIONS PLPN REF NO I RS4 SHEET s 96 SNEETS � B � EDGE OF PAVEMENT 1' NO VEGETATION ZONE �„3' SEEDING, FERTIUZING, AN� MULCHING� W W- W �, . � W W .. � W W .� .� W � . W .� .. .. .. W .� .� W W W .� .. . . �. .� W� M 4� MEDIA FILTER ORAIN MIX � Q� RETAINING WALL EDGE OF PAVEMENT 6vO4 a P � o v ���0 OO��db SOIL MIX FOR GRASS STRIP MEDIA FILTER DRAIN MIX GRAVEL BACKFILL FOR DRAINS — UNDERDRAIN PiPE 8 IN. DIAM. STRUCTURE EXCAVATTON CLASS B LIMITS �7 � g MEDIA FILTER DRAIN N.T S �� 3� 4� 6� � SEEDING, MEDIA FILTER SEEDING, FERTILIZING, FERTILIZING, AND DRAIN MIX AND r MULCHING MULCH(NG a° '�."J„�,J _a 0 ' r� ii-r�u ' ' 1 6 " T e.. r MEDIA FILTER DRAIN DETAIL 5ECTION B-B N.T.S. a� a 9:71:14 AM M6t2011 ENTERED BY A. GHAOAMSI CHECKED BY M. WALLAIA PROJ. EkGtt S. SHAKIAWI REGIONAL ADM. � ENG REVISION RETAINING WALL FIMSHED GRADE 1 12" 1 � QUARRY SPALLS PLACEMENT FOR GRATE INLET TYPE 2 D1-10 N.T.S. ITEM UNIT D1-7 UNDERDRAIN PIPE B IN. DIAM. �-.F. 396 SEEDING FERTLIZING AND MULCHING """" ACR p,� MEDIA FILTER DRAIN MlX C.Y. 78 SOIL MIX FOR GRASS STRtP C•Y� ;� GRAVEL BACKPILL FOR DRAIN" C.Y. gq STRt1CTURE EXCAVATIQN CLASS B INCL.HAUL` C.Y. 165 ONSTRUCTION GEOTEXTIL FOR UNDERGROUNO DRAINAGE"' S.Y. 546 * SEE SHEETS SN1-SN2 FaR ADDITIONA� "STRUCTURE EXCAVATION CLASS B INCL HAUI" QUANTITIES. '" SEE SHEET WA1 FOR ADDlTIONAL "GRAVEI BACKFILL FOR DRAIN" QUANTITIES. '*• SEE SHEET WA1 FOR AODITIONAL " CONSTRUCTIOrI GEOTEXTiL FOR UNDERGROUND DRAINAGE" QUANTITIES. `""` SEE SHEET PL1 FOR ADDIT'IONAL "SEEDING, FER7LIZING, AND MULCHING" QUANTITIES '�`"�"' �'" FED.AID PROJ.N0. � AU �. 10 AS t.�'�� td� �' r4 i we Huraen � � 10A067 � tl °*•°F w ooazzn �' COMAA[T NR �� �. �. �_�� �"�..., Federal •' �NAL t� /% �` � �$ .+�:.. ci � � P.fi. STMiP BOX � r �vi v � I-5 � � � �I/ SOUTHBOUND 320TH 5T OFF-RAMP DD2 Washington State CHANNELIZATION SXEET tment of Transportation 23 DRAINAGE DETAILS 96 s�ers ' � 1 , � � � � L. � `` � , � � ' I � i � C� � ' � , LEGEND nrr.r�rrrr�rrmn RIGHT OF WAY - FILL F�u FILL LIMITS - CuT Cu7 CUT LIMITS - - - - - —�—�—�—�- ( �nn���— FILE NAME T:14123351XI TIME 4:08:14 PM DATE 4/5/2011 PLOTTED BY anjunsu DESIGNED BY A. GHAO ENTERED BY A. GHAD CHECKED BY M. WALL PROJ. ENGR. S. SHAK! REOIONAL ADM. L.ENG PAVING LIMIT WIDENING UMIT EXISTING GUARDRAIL GUARDRAIL EXISTING CONCRETE BARRlER CONCRETE BARRIER EXISTING RETAINING WALL RETAINING WALL T. 21 N. R. 4E. W.M. B 34+gg (LT & 75' LONG BRIDGE TRANSVERSE JOINT SEAL "SEE STANDARD PLAN A-4Q-20-00 DETAIL 3" � ',\ `,, `\.''; _�,� , �;,�'`, \ ��`; \���� , `' ��, \ ;� �\ \��� \ '. ,� \�` ` \ '\ � \ `�`� \ :\ \, v�,� •, � �C� \'� \ '� � ',� +24 73' LT �� � VG LIMITS l �\ '�. \ �� f 99 3' L `�� ,� \ \ G LIMITS ��� �,� �� � � J.J � 9 y- -'--'!--' _ ��i--" -'l-"--' ' • _!w � ��...__\y-_"'""""'"- ru �� �� �� i w ; :� ��f ��B 35+g '�� � � � � � / q� ) �' � � ' J �� B 37+92 !32' I , � f � � � � 1 � B 35�21 �'•� �� , PAVIN6 LIMI�� g ; �' ��r �;�� ' Ii �+ B 35+75 22' R ` I I : ' I H! I . � ,' �1' /' / ,. � ; ; ; 1 y 1 1 rl K , , � ' 1�1; �� 1 " �� l��:lt � I 1" I:� ; ,���,-I fj� J �H �� i ' � � �; , H � ,� �i �� �: l�rl: �; . �.,... � � � , e i ' 1 H /+ �,, ,�uf; 11 � I „ "I . " � ' . I H H i ' t �' `H�I � , , ' 1!' ,,' t � , ' I i ���r f� i i, � N � i � i ir ' { � , rr r � ' ���:.�`'�;I�NI,�I , � �d � i �� ' ��/ '' I � N � 1 t ;. �«� ' ! � , , k i 1 � I, J�' .` I• I H i 1 �''{��� �.i i � r ��l� ��' 7 , . � � i N � � . !!1 i � � � � J � r -- n � � . � t r � _"-'-".._{ a -a.-.. � -"-" � , Jj ._.. ._.. � ") `.-_-__ w-'I' y- r�_ ; � ,f 1 r �, m a � �,';;'� : • ' ' �' II� ' I ; � ��. `�,;,��i,' � '�; 5 y tu . w� z�' � , �_� 15.5' o , r �� , � N� AVING LIMITS � �� ' � � f � � ;� � H � B 37+07 (19'Rl� �; � ; � % ; /��' i �� �; l; � ,,` � ��,� ; ' / ���� ; I �'� ' I ; l; _,j!' :. . , � �1 ` i �' 1 1 ` ' � ., � �,i � � �, i / � l; �!,: , ' � ��„ � � � �; '�,\\ �`; �,, ,�� f� �,� , ��,.� �� rri , J ,' , , J q \. ,/ , /' � , ;� � / r � ] � � � / , '�� � � , „�% ,N �r h� � �' , � '� ���'', �� '---`==���-'�� ��i� %� �� � , � �-- -- �l ' 1f t � � � � \'� ``,�'�-_, . -'�� , /�/ •�� /� � � j H � / � ri � �� ------ '"" � f > � � � � � , � "�+ �� - �� , � � ` �� l� � � ' � �� � � +___� --+- '� � ., � u �N���� �� f. �� � �� / � , , ;%� / �i / " t �� � � � ` ' I �� %� �� � � !+ N � l 1 � I N� ����� � 'l bo � � SEE SHEET PVD1 FOR TRAFFIC ISLAND DETAIL 0 50 100 SCALE IN FEET {:T�R�'3I�1:! 10 WAS JQB NUNBER �aao67 CONTiWGT NO. �OCATION fq. f61201't' JA OATE BY _�_ LIMITS ; ; i , . / END CONSTRUCTION STA B 40+00.00 P.O.T. O SEE SNEET PVD1 FOR TRAFFIC ISLAND DETAIL `° _—_ °—_ °__ —�—_ —_ � _�--�— — . 1�-_.j �--------------�---_-___-- '` -- --._-- - ---'_�"`__"-� �- - -�� � .-� ..'�.� � t` ! { � r � � ,, �, �, ;� _� _.� �._-�-�- - , �`— , _ --_-- _.___-- � , _ ____.__� � - t.� � � ; - ., � �� ��, +, �' ' i----- ---'.: �--`' � - �_ `_ --_ �-�_-'----_--_. i � ! � --- -----_-= i -�=_ __-�_� i.: i � -- = � ` 'i �. � i i n i � __. J�. C-- �► I� Washington State rtment of Transportation f-5 SOUTHBOUNQ 320TH ST OFF-RAMP CHANNELIZATION PAVING PLAN PIAN REF NO PV2 SXEEi 28 96 SNEETS � ' ' ' STAT�ION STAT�ION (F E� W 2+75.Q0 W 2+83.00 7 �t/ Z+g3.00 W 2+91.00 9 W 2+91.00 W 2+99.00 11 W Z+gg.Qp W 3+07.00 12 W 3+07.00 W 3+23.00 �3 W 3+2,3.00 W 3+31.00 14 �J�I 3t31_00 W 3+39.00 15 W 3+39.00 W 3+7t.OD 16 W 3+71.00 W 4+19.00 17 W 4}19.00 W 4+67.00 18 W 4+67A0 W 5+15.� 19 W 5+15.00 W 5+43.00 20 W 6+43.00 W 6+51.QQ 19 W 6+51.00 W 6+59.00 16 W 6+59.00 W 6+75.00 � 7 W 6+75.00 W 6+53.� 16 W 6+83.00 W 6+91.00 14 W 6+91.OQ W 6+gg.OD 13 w et�.00 w 7+0�.0o a1 W 7+07.00 W 7+�5.00 10 W 7+15.00 W 7+Zq.&5 9 `H INDICATES OESIGN WALL HEIGNT FOR SELECTING RElNFORSMENT PILE NAME T:1472335U(I TIME 3:39:55 PM OATE 4fH2O11 PLOTTEO BY belveaj DESIGNEO BY A. GHAD ENTERED BY A. GHAO CHECKED BY M. WALL C 12+75.00 (62.76' LT) _ t��,c �� �� c `. \ 4 _ �� '�_ ` ~ ti_ T. 21 N. R. 4E. W.M. W 4+51.13 PC �� - R=589' W S+g4,67 PT �G�12� W 6+57.17 AP = ` �� - ,�,�- �� 0 5� 100 SCALE IN FEET C 17+51.35 (36.21' LT) _ � ..-r� �'_�. � -- "f �.�f ..yx`i -�l= i�tie. '�"� ----- t...�r..- tr-- '`' /� �``, 't-_-r„_"t""` /`� / \ / �'" / / : <4 '° � �"/ � �� � r ' > ��<" � / , ��s- // , � . .�;{ / . / ... .... .... .... .... .... .... .... .... .... .... .... .. _. .... .... ... .... .... ... .... .... .... .... .... ... .... .... .... .... .... ... ... .... .... .... .... .... .... .... ... .... .... ... .. .. .... .... .... .... .... .... .... . .. . .... .... .... .... .... .. .... .._ .. .... .... .... .... .... .... .... .... .... . . . . . . . . . . . . . . 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N . . . . . . . . . . . . . . . . r . � m w. .WALL� FOO'FING. . . . . . . . 3 . . . . : . . . .� . . . . � . . . . . �nNr_ . a . . .>. . . . . . . . . . . . . . c�3v ,D . . . . . QW m> . .�'>a.. � . . . . . . . . . . . . . . � �_ . . . � . . . . . . . . . . . . . . � W � � .�i �n >. N . . . . . . . . . � n W �N tVJO W aoj . . . . . . . . . . . . . . . . . . . . . . . . . . . . N � . . . .+�� W . _ . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . ' . . . . . _ . . . . . M : � v+ A m c . . . � n m T! . n � � . . . . . . . . . . . . . . . . . . . 3a •'sv3�. . .� NNW .. . . ... .... _... .. . .. .... . n . - � �DATUM . . . . . . . . . . . . . . . . . . �� . . . . . . . . . . . . . . . . . . . . . . . . � . M . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C7� 'P . . . . . . . . . . . . . . . . . . . . . . w. 3+00 . . . . w. a+ao . . . w. s±oo . . . w s±oo . . w. 7+no . . . . . . . . �AYD188 . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . ' ' ' . . . . . . . . . . . . . DATE aemow sT.re 10 WASI .� wireoe 90A067 CONIRACT N0. FED.AID PROJ.NO. 4�CATwN No. ITEM NAME UNIT QUANTITY GRAVEL BORROW INCL. HAUL` TON 548 CEMENT CONC. GUTTER L.F. 450 UNDERDRAIN PIPE 6 IN. DIAM. LF. 480 STRUCTURE EXCAVATION CLASS A MCL. HAUL C.Y. 4400 GRAVEL BACKFILL FOR WALL C.Y. 1420 ST. REINF. BAR FOR RETAINING WALL �.8. 59346 CONC. ClASS 4000 FOR RETAINING WALI C.Y. 800 GRAVEL BACKFILL FOR DRAIN" C.Y. 40 CABLE FENCE L.F. 450 CONSTRUCTION GEOTEXTIIE FOR UNDERGROUND DRAINAGE"' S.Y. 320 ` SEE SHEET RP1 FOR ADDITIONAL " GRAVEL BORROW INCL. HAUI" QUANT7TIES " SEE SHEET DD2 FOR ADDITIONAL "GRAVEL BACKFILL FOR DRAIN" QUANTI7'fES "' SEE SHEET DD2 FOR ADDITIONAL "CONSTUCTION GEOTEXTILE FOR UNDERGROUND DFIANGE" QUANTITIES � �!/ °n°F Washington State Feder�� Way Department of Transportation �' I-5 SOUTNBOUND 320TH ST OFF-RAMP CHANNELIZATION RETAtNING WA�L PLAN AND PROFILE PtAN REF.NO. WA1 SMEET 35 OF s�e6s � L�J ' ' ' � , ' , ' � ' � ' L� , � I � , 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION F.A. No. STPUL-1020(010) RFB # 11-102 Addendum No. 1 April 5, 2011 ATTENTION: All Bidders and Plan holders You are hereby notified that in Addendum No. 1, the Bid and Contract Documents are amended as follows: Special Provisions 1. Section 1-02.4 — Examination of Plans, specifications and Site of Work, page 2, the following is added after line 12: Project cross sections are available for bidders to download from the outbox on the City's FTP site ftp://ftp.cityoffederalwav.com , and are available for bidders inspection at City of Federal Way, Public Works Department, 33325 8th Avenue S, Federal Way WA. 98003-6325. 2. Section 8-20.3(1) — Electrical Equipment Removals, page 119, lines 21 through 23 are deleted and replaced with the following: Items Video Cameras & Associated equipment Controller Units (NB & SB Ramps) Conflict Monitors (NB & SB Ramps) Quantities 6 2 2 3. Section 8-20.3(1) — Removal of Temporary Illumination and Traffic Signal Systems, page 120, lines 18 through 21 are deleted and replaced with the following: All other items, except video detection systems, the controller unit, and conflict monitor shall become the property of the Contractor and shall be removed from the site according to subsection "All Removal". Removal of the temporary systems shall be coordinated through the Engineer. 4. Section 8-20.3(1) — Delivery of Removed Items, page 120, lines 25 through 31 are deleted and replaced with the following: The removed video detection system, the controller unit, and the conflict monitor shall be delivered to: WSDOT Signal Shop 3700 9th Ave. So. Seattle WA 98134 Phone: (206) 442-2110 ' 1 Plans 2 3 1. Plan Sheets 42, and 45 are revised as shaded and noted. 4 5 Bid Opening 6 7 The bid opening date has not changed. 8 9 All bidders are required to acknowledge receipt of this addendum on page 22 of the Bid 10 Form. Failure to do so may cause rejection of the bid. 11 12 13 Attachment: 14 Sheets 42, and 45 of the Plans (Rev. 4-4-11) 15 Addendum No. 1 I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION F.A. No. STPUL-1020(010) RFB # 11-102 2 ' � ' � i � '`J ' , ' L_: /� � �9 PHASE D I AGRAM , � � �'o PREEMPTION SCHEDULE � � CIRCUIT PHASEfS)MODEL N0. f �/� a N1 � -+ � A 2 5 21 /� ! F � � g 4 & 5 521 '' ! � ,��',9 C 6 & 1 521 + � J �x W2 �� � P16 �� �O . _ � i ,��� �13 BLANK � QJ7 � � / 6 ��' � � ��T �4 BLANK �8 '� , 2 � �s � � / / �� 7 / ,, j . --a� VEHICLE MOVEMENT ; ' �'� �� /� 16 � i SIGNAL HEAD DISPLAY NOTES O R O R p R � Y Q FY Q Y � S • � eG �G VEHICIE VEHICLE VEHICLE COUNTDOWN SIGNAL HEADS SIGNAL HEADS SIGNA� HEADS ED HEADS 43.61.62 11 A1.A2,A3 Z8 Z9� ,78 79 FY = FLASHING YELLOW 1 ALL VEHICLE HEADS SHALL HAVE 12"" LENSES. 2 AlL VEHICLE HEADS SHALL HAVE LED LIGHT SOURCES. 3 ALl VEHICLE HEAOS SHALL BE 1NSTALLED ON TYPE '"P"' MOUNTING. EXCEPT VEHICLE HEADS A3 & 43 SHALL BE INSTALLED ON TYPE K MpUNTING. A A�L PEO HEADS SHALL BE COUNTDOWN TYPE. �� PED MOVEMENT � � ��, - 5 DOUBLE PE� HEADS SHALL BE INSTALLED ON TYPE '�A" �LA =�4 & p5 � 3 � / i '�� �\� MOUNTING. SING�E PED HEADS SNALL BE INSTALLED ON ' � ` � : 4 TYPE ��B" MOUNTING. A3 11 � � '�\�' 6 ALL VEHICLE HEADS SHALL HAVE BACKPLATES. /� f � � 12 1�t � i� �'�, / �' `r`� , h - �- - �- - - =�../�r - - - /-,7 / - - r7 - 7 - r - /- 7 � , • •66t ��� � � ' � ; � z 4 � ��� �t'" -- --`_`\`�_�? _l1_�__ � � �� c� � ,� � � _ � � �� <� � l.� � q I I /�//'///�//1'�/�JJ/�/f!/ � i „� i- - VI'" --� _ I �_, o � � ' °° • �" .. � � ' � ; °P — ___ oP � _ Q _ i i �o � ,� � P �� ------------ �� _--�'"' ',,� 69 • 1 15 ____ �� -- � � � � -' '�. �-----�-- i `� ` 9 �c v 7 -'___ ., ------------- l _ . �; � - _,�. = ===--= ==-=-= ==-=-°_= = =°i=---=_-----_-_-----_.�_�.--.---_-= - � � ------- - - -- -- - — — — — — — — _ — -----.--- !:�_ �}, �» 14 ; r�� 7 � � �:1' — � -�-' —� — I �..c � a n _ �3 �z � - -------- �- ==_---=__--'- =- - ---- =--_-_� ---------_ _�-� S. 320TH. STREET 5 �� � C ��► 6 � _ �— - - _ r�'�1 =_=="�-A=====--- 1 � -" � n Vl1T/{— :� _:__� __ f� �-� �� _ _ C, � "< �. �� �' \ a -' v � "\ a ., i-. �-' �- --------v------------- ---- ----- �� c �\ � O � �' i7 �� t 1 1 i \ 1 1 � 2 � t � 3 / NOTE: FOR LEGEND SEE SHEET TIL1 FOR CONSTRUCTION NOTES AND WIRING SCHEDULE SEE SHEET TTS2 BY BY BY awno�t . ,_ . . ; VZb'1�3 � . � � � : . . .� (. VZ6'�/+ . I: : g z1 � ,;� < J- -�:_ f � � � 47 � ^ A '_ p,Z �A1 = .J� -� I B � � -' � � n � '•� 2 � :�'{' `� • 4 � � �� ``� •.� � �. '� � 'ti ` "� �\ \ f .`a.` , _ �� �F � �: � '� � �, ,\ � � � ,� t 1 ; L 12 ; 14 � � � --•- � � ��v , ,� 1 �� , ;, 10 WAS �oe rw� 10A067 CONT/NC7 !q. I.00A7bN ND. � �— 1 f 1 r � - J L J — I � — — — — — — — — — — — — � � � r� --.---VLf'f" I "-�......._ ..----'-°"-'-'.--'_ --'- J_ `_ � `— i � i �'� "� -�_ '._---� � ---"' ' �' L J � -� — — — — � , ; � _ B- LINE , �� � i I LJ � I _�— � '__"__ � _"__'___'_"_�"_"""__���� --- G�-------------------------------------------------- `y`�3=._�____- L�I l� �i� " '_'"_"_' '_"_"_' __"" == � It�llt�1-'_" "_"—_'_"—_'_'"__"_'__'".�_'_"_ _' " —" '—'_ ' �'__"'e� -_—""_—"_"_"_"'_"'_"_'__"'_""'_"—F�_"'__'�."_ _"' _ _ x ....,�...�._.�.. 0. " y .- �c \ \ � �.� y l \ /1\ FOR REMOVAL OF TEMPORARY TRAFFIC SIGNAL SYSTEM SEE SPECIAL PROVISIONS 0 20 40 SCALE IN FEET �/� r/' a� . � .. . . � �I/ Washington State tment of Transportation 1-5 SOUTHBOUND 320TH ST OFF-RAMP GHAIVNELIZATI�N TEMPORARY TRAFFIC SIGNAL PLAN ��� TTS1 42 96 � ' � ' �� � ' ' C J , l 1 � PED. HEAD 68 � 7 1 R 5 ,6z c M 8 7 7 0 SIGNAL HEAD A3 6A6 M 6A4 8 G 6A3 G Y 6A2 0 R 6A1 R P3 P.P.B. 68 -B T64 -N 765 � � �� �� �� �1 �� D �oc�ma a� �NMQ tD = tD �D tD t0 tD J tD c0 tD t0 c0 Q 2 �>� � � Q Y J �p U �T Q c.� c c.M.� n' �o�ma �,�� > ui w -�tvmcc0 2 �u �n a �o .n �n �o � �n co Q �>c� Z C� � � �� o �oc�m3 W -+NMCCO = �o �n �o a �n ¢ Z � r c� � � VC3 i' ' _ 1 � E.V.P. B � i �SiGNAL HEAD A2 561 0 6A6 W SB2 Y 6A4 B SB3 l ' C 6A3 G Y 6A2 p R 6A1 R � � J ' � ' � PED. HEAD 29 P2 N $d 5 � R �' 7 C P.P.B. 29 � w 7 8 B 724 727 � W 725 �M CHECKED BY A, PROJ. ENGR. D. FIELD CONNECTION DIAGRAM I-5 SB OFF RAMP N.T.S � _ _ SIGNAL HEAD 43 s46 w 644 B G 643 G Y 642 0 R 641 R PEO. HEAD 69 P•P• 69 � 761 R B 1 4 Cf T B� W 765 7 T 0 PED. HEAD 78 � 5 ,>> R 7 2 G P.P.B. i8 7 M 7 B B TT4 777 0 W T75 EXISTING VC1 SIGNAL HEAD 41 �646�p� EXISTING ryqq SIGNAL HEAD 42 r�i r 643 y -G� r646�W-� H� I---I ��542�0 J �644 -a LRn641sR I �G� F 643� G-� l �Y�64 2� 0 -� � LRrL � . �� t � / � � SIGNAL HEAD A1 �� � �y° 6A6 M �` � 6A4 8 * � G 6A3 G Y 6A2 0 R 6A1 R —.._---- — P1 "V PEO. HEAD J9 EX[STING � R 77� P.P.B. 79 C 77 � �J W �� -.I774�-B 8 7? r�r���w o �i7 F 721 � G T r j M 7 -�24 8 7 1 K7251-W 0 7 i EX[STtNG PED. HEAD 28 P.P.B. 28 SIG SH.d n REOIdI SlAiE � 14 AS .� ��« 10A067 �oH„�� �. P4 CONTROLLER LUMINAIRE POLE #2 � EXISTING SIGNAL HEAD 21 EXISTING �646 � SIGNAL HEAD 22 �644�'8'� rW-�6461 r�� t- 643 ~ -G-� 1-g-s'qq �v�642�0-i �G- LRn641J-R-� � p�642�Y� J j R -t641� RJ * TERMINATE ALl NEW 5C GABIES FOR SIGNAL HEADS 21,22,41, & 42 INSIDE EXISTING TERMINAL CABINET. �,\��LL�� towTroa do. � ��� /l eox OUTPUT FILE TB01 TO � CAMERAS g VC1 ._ w u g VC2 � N m W 10 W w B 11 B VC3 � w � � 12 13 4 P�SITIONS FUSE BLOCK 14 tl AMP EACH) B T1 1 2 3 4 5 6 7 8 9 10 + POWER DISTR[BUTION ASSEMBLY tPDA) �120�) VtDEO CAMERA POWER C4NNECTI�N TEMPORARY SIGNAL TIMBER POLE SCHEDULE P �� FIELD LOCA.TIONS POLE POLE - NO. SR CLASS �ENGTH REMARKS STATIONS OFFSET LT RT (LB) (Fn P7 B 28+51 35.0' X 3700 60 p2 g 27+54 41.p' X 3700 60 P3 B 27+54 103.0' X 37� 60 P4 B 28+78 �9.5' X N/A 15 6" X 6" TIMBER POST � �I/ Washington State tment of Transportation AUXILIARY OUTPUT FILE TA 1 2 3 W 4 AC 5 6 7 I-5 SOUTHBOUND 32QTH ST OFF-RAMP CHANNELIZATION TEMPQRARY TRAFFIC SIGNAL PLAN ��� TTS4 5 � 96 se�rs BID AND CONTRACT DOCUMENTS AND SPECIFICATIONS •� I-5 SOUTHBOUND 320 OFF RAMP CHANNELIZATION RFB # 11-102 Bids Accepted Until 10:00 a.m., April 12, 2011 Bids Opened 10:10 a.m., April 12, 2011 � City of Federal Way City Council Chambers 33325 Eighth Avenue South Federal Way, WA 98003-6325 Prepared By: Washington State Department of Transportation Northwest Region SharifShak/awun, P,E, , ' ' ' , ' ' ' ' ' ' � LJ � ' ' , ' TABLE OF CONTENTS PAGE PUBLIC NOTICE — REQUEST FOR BIDS ...................................................................... 1 BIDDER'S CHECKLIST .............................................................................:...................3 SECTION 1: INSTRUCTIONS TO BIDDERS ...................................................................5 SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS .............................12 NO BID RESPONSE FORM (Attachment A) ................................................................19 BID FORM (Attachment B) ........................................................................................21 BID SCHEDULE (Attachment C) ................................................................................23 BID SIGNATURE PAGE (Attechment D) .....................................................................29 BID BOND FORM (Attachment E) ..............................................................................31 SUBCONTRACTOR LIST (Attachment F) ....................................................................33 COMBINED AFFIDAVIT AND CERTIFICATION FORM (Attachment G) .......................35 CONTRACTOR'S COMPLIANCE STATEMENT (Attachment H) .....................................37 DISADVANTAGED BUSINESS ENTERPRI5E UTILIZATION CERTIFICATION (Attachment I) ..........................................................................................................39 PUBLIC WORKS CONTRACT (Attachment 7) .............................................................41 (with Exhibits A-H and Appendixes as attached) Exhibit A Notice of Completion Exhibit B Contract Change Order Agreement Exhibit C Contractor's Retainage Agreement Exhibit D Retainage Bond to the City of Federal Way Exhibit E Notice to Labor Unions of Other Employment Organizations Nondiscrimination in Employment Exhibit F Certificate(s) of Insurance Form Exhibit G Performance/Payment Bond Exhibit H Titie VI Assurances AMENDMENTS TO THE STANDARD SPECIFICATIONS ............................ GREEN PAGES SPECIAL PROVISIONS .............................................................................. BLUE PAGES FHWA 1273 ..........................................................................................SALMON PAGES PREVAILING WAGES AND BENEFIT CODE KEY ......................................... PINK PAGES GEOTECHNICAL BORING LOGS .............................................................. WHITE PAGES GENERAL PERMIT ................................................................................YELLOW PAGES City of Federal Way � T-5 SOUTHBOLJND 320TH ST OFF-RAMP CHANNELIZATION Page i RFB # 11-102 February 2011 � City of Federal Way RFB # l 1-102 I-5 SOUTHBOLJND 320TH ST OFF-RAMP CHANNELIZATION February 201 I Page ii , , I�, ��� , , ' , ' , L1 , CITY OF FEDERAL WAY REQUEST FOR BIDS I-5 SOUTHBOUND 320 RAMP CHANNELIZATION RFB # 1i-102 SUBMITTAL OF SEALED BIDS: Notice is hereby given that the City of Federal Way, Washington, wili receive sealed bids through April 12, 2011, until 10:00 a.m., at the Purchasing Office, City Hall, 33325 8"' Avenue South, Federal Way, Washington 98003, or by US Mail at City of Federal Way, Purchasing Office, 33325 gtn Avenue South, Federal Way, Washington 98003-6325. Proposals received after 10:00 a.m. on said date wiil not be considered. BID OPENING• All bids will be opened and read publicly aloud at 10:10 a.m. on Tuesday, April 12, 2011, at City Council Chambers 33325 8 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 faii 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 This project shall consist of: Temporary illumination and ramp terminal signal systems; roadway excavation and embankment; cast in place retaining wall; installing curb, gutter and sidewalk; modify and upgrade existing drainage, illumination; ramp terminal signal system; pavement rehabilitation and overlay The Contractor shall complete all work within 85 working days. The bidder is urged to check the plans and contract provisions carefully. , All bid proposals shall be in accordance with the Instructions to Bidders and all other contract documents now on file in the Purchasing Office of the City of Federal Way. Bid documents may be obtained from the Purchasing Department at (253) 835-2526. Any questions concerning the ' description of the work contained in the contract documents must be directed to Brian Roberts, P.E., Street Systems Project Engineer, by facsimile at (253) 835-2709, or by letter addressed to Brian Roberts, P.E., Street Systems Project Engineer, prior to bid opening date. C' C J , ' C J 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 8"' Avenue South, Federal Way, WA 98003-6325, phone (253) 835-2526. If purchasing by mail, please indicate your request for Bidding Documents for RFB #11-102, I-5 Southbound 320 Off Ramp Channelization. Informational copies of maps, plans, and specifications are available for review at the Public Works Department, Federal Way City Hall, 33325 8"' Avenue South, Federal Way, Washington. City of Federal Way I-5 Southbound 320 Off Ramp Channelization RFB # 11-102 February 2011 Page 1 ' 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 82" Drive, Clackamas, OR 97015 Contractor's Resource Center, 2301 So Jackson Street, Suite 101B, Seattle, WA 98144 The City, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49 CFR, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally-Assisted Programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 23 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. The City encourages minority and women-owned firms to submit bids consistent with the City's policy to insure that such firms are afforded the maximum practicable opportunity to compete for and obtain public contracts. The Contractor will be required to comply with all local, State, and Federal laws and regulations pertaining to equal employment opportunities. The City anticipates awarding this project to the successful bidder and intends to give Notice to Proceed as soon as the Contract and all required associated documents are executed in full. However, regardless of the date of award, or Notice to Proceed, the Contractor must complete all work under this project by December 31, 2011. 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 day of Dates of Publication: Daily Journal of Commerce: Federal Way Mirror: 20_ March 16, 2011 March 23, 2011 March 19, 2011 , March 23, 2011 ' L_J ' ' ' ' ' ' ' � ' ' � C' , ' �' City of Federal Way I-5 Southbound 320`�' Off Ramp Channelization Page 2 RFB # 11-102 , February 2411 ' � BIDDER'S CHECKLIST ' � � i ' C� I The bidder's attention is especially calied to the following forms, which must be executed in full as required and submitted as part of the bid. Failure to compfy shall result in rejection of any bid not so complying. �❑ � � u Bi F rm (Attachment B) , The Bid Form shall be completed and fully executed, including filling in the total bid amount. Bid Schedule (Attachment C) The unit prices shall be set forth in the space provided. Bid Signature Paae (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. ' L � �! ' , � , �J , 0 � � � 0 n Subcontractor List (Attachment F) The Subcontractor tist 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 Comuliance Statement (Attachment H) The Contractor's Compliance Statement shall be filled in and fully executed by the bidder. Disadvantaged Business Enterprise Utilization Certification (Attachment I) This form must be filled in by the bidder. �ontractor's Certificate of Reaistration The bidder shall provide a copy of Contractor's current registration with the State of Washington. Contractor's State Identification Numbers The bidder shall provide a copy of Contractor's current state unified business identifier number and, as applicable, an employment security department number and state excise tax registration numb�r. City of Federal Way , I-5 SOUTHBOUND 320TH ST OFF-R.AMP CHANNELIZATION Page 3 RFB # 11-102 February 2011 , � I '� SUCCESSFUL BIDDER'S CHECKLIST The following documents are to be executed and delivered to the City within ten (10) calendar days after the Sid is awarded: ❑ Pubiic Works Contract (Attachment )) The successful bidder will fully execute and deliver to the City the I-5 SOUTHBOUND 320'�' OFF RAMP CHANNELIZATION Public Works Contract ("Contract'� from these Bid Documents. ❑ Contractor's Retaina4e Aareement (Exhibit C) The successful bidder will fully execute and deliver to the City the Contractor's Retainage Agreement. ❑ Notice to Labor Unions or Other Emnlovment Omanizations Nondiscrimination in Emnloyment (Exhibit E) If this applies, the successful bidder will sign and post copies of this Notice in conspicuous places available to employees or applicant for employment. ❑ Certificate of Insurance (Exhibit F) The successful bidder will provide a Certificate of Insurance evidencing the insurance requirement set forth in the Contract. ❑ Performance/Payment Bond (Exhibit G) The successful bidder will provide a fully executed Performance/Payment Bond as appropriate. ❑ Business License The successful bidder will provide a copy of a current Business License with the City of Federal Way. L_ J � � � � ' ;� J ' , ' � LJ ' , ' City of Federal Way RFB # 11-1Q2 I-5 SOUTHBOLTND 320TH ST OFF-RAMP CHANNELIZATION February 2011 � P�ge 4 LJ ' SECTION 1: INSTRUCTIONS TO BIDDERS � 1-1 Time and Place for Submission and Opening of Bids �I � C � ' Sealed bids must be submitted by 10:00 A.m. local time on April 12, 2011, 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 S, Federal Way, Washington, 98003-6325 and will be publicly opened and read aloud in City Hall Council Chambers on April 12, 2011, at 10:10 a.m. loca) 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 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 individua! 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 unfess 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 I-5 Southbound 320�' Off. Ramp Channelization RFB # 11-102 February 2011 � Page 5 1-5 Modification of Bid 1-6 1-7 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. 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. 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 City of Federai Way I-5 Southbound 320 Off Ramp Channelization 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. With the exception of Washington State sales tax, all government taxes, assessments and charges shall be included in the various Bid item prices as required by law. The offer shall remain in effect ninety (90) days after the bid opening. In the event of a discrepancy between a unit price and an extended amount and/or the total price, the unit price will govern and the extended amount and/or total price will be corrected accordingly. However, downward correction of a bid, which would displace the apparent low bidder, will only be permitted if the error made and the intended bid price can be determined solely from the bid documents. � � � � LJ ' , , � �� , �' , �� u � � ' RFB # 11-102 , February 2011 Page 6 � , ' � 1-10 Postponement of Bid Opening The City reserves the right to postpone the date and time for the opening of bids by announcing such postponement at any time prior to the date and time announced in these documents. i-11 Rejection of Bids � � i� C� � � � C� LJ L� � ' � � CI 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 8id 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 ai�er wnsidering 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 atl bids. In consideration for the City's review and evatuation of its bid, the bidder waives and releases any claims against the City arising from any rejection of any or all bids. 1-12 Altera#ions 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 A�davit of Non-Collusion (Attachment G) with their bids. 1-14 Evaluation of Bids It is the intent of the City to award a contract to the lowest responsive bid by a responsible bidder as evaluated by the City. The bidder may be required by the City to submit documentation demonstrating compliance with the criteria. A. Responsiveness — The bidder must complete all required forms and bid documents and provide all required and requested information. Refusal to provide such information may cause the bid to be rejected. The City will consider all the material submitted by the bidder to determine whether the bid is in compliance with the bid terms and documents and responsive to the requested work. B. Responsibility — The City will consider all the material submitted by the bidder, and other evidence it may obtain including information from previaus project owners, to determine City of Federal Way RFB # 11-102 I-5 SOiTTHBOUND 320TH ST OFF-IZAMP CHANNELIZATION February 2011 Page 7 , , 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' mmpensation) coverage for the bidder's employees working in Washington, as required in Title 51 C� RCV1l; 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; Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). , � ' � ' 2. Supplemental Bidder Responsibility Criteria , a. The bidder shall not have a record of excessive claims filed against the �:� c. retainage, payment, or performance bonds for public works projects during the previous three years, that demonstrate a lack of effective management by the bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances acceptable to the City. � The bidder shall have a reasonable history of successfully completed projects of a similar size and scope as required by the contract documents for this project. The City will evaluate whether the projects were "successfully completed" and of a"similar size and scope." The bidder shall have evidence that it is able to begin and complete the work, and complete it in a timely fashion. 3. As evidence that the bidder meets the supplemental bidder responsibility criteria in paragraph (B)(2) above, the apparent low bidder must submit the following documentatian 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 City of Federal Way RFB # 11-102 I-5 SOLJTHBOUND 320TH ST OFF-RAMP CHANNELIZATION February 2011 Page 8 � ' C� � ' � ' i '�J ' , � � � LJ � � � � � � � L� � � � i c. regarding pertormance 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. 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. C. Lowest Bid —The lowest bid shall be determined as set forth on the Bid Form. The acceptance of a bid will be evidenced by a Notice of Award. No other act of the City shall constitute acceptance of a bid. Within ten (10) days after receipt of Notice of Award, the bidder whose bid is accepted, shall furnish the required performance bond, certificate of insurance, execute the contract and perform all other acts required by the bid and contract documents as conditions precedent to formation of the contract. 1-15 Procedures When Only One Bid is Received In the event only a single responsive bid is received, the �ty 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. AitachmentA— 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) � City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 9 RFB # 11-102 February 2011 LJ G. Attachment G— Combined Affidavit and Certification Form. H. AttachmentH— Contractor's Compliance Statement. 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 �ty and take action immediately to eliminate the conflict or to withdraw from this contract, as the City may require. . B. Contingent Fees and Gratuities 1. That no person or selling agency except bona fide employees or designated agents or representatives of the Contractor have been employed or retained to solicit or secure this contract with an agreement or understanding that a commission, percentage, brokerage, or contingent fee would be paid; and 2. That no gratuities in the form of entertainment, gifts or �therwise, were offered or given by the Cantractor 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 cashiers 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 I�ond, it shall be issued as an irrevocable documentary letter of credit drainrn 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. City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 10 RFB # 11-102 February 2011 � , C� The City further reserves the right to hold all bids (and the accompanying bid security) from � the date of the bid opening until the contract and any performance/payment bond are executed, provided that such period does not exceed ninety (90) days, and each bid shall remain effective during that period. � 1-19 Performance/Payment Bond � The bidder to whom the City has awarded this Contract will remove the Performance/Payment Bond (Exhibit G) attached to the Pu�lic Works Contract and deliver it to the City fully executed by the bidder and a surety company in the amount of one hundred percent (100%) of the contract price as security for the faithful performance of the work , including the payment of all persons furnishing materials and performing labor on the work and all payments arising from the performance of the work due the State of Washington pursuant to Titles 50 and 51 RCW. Such bond must be executed by a duly licensed surety � company, which is registered with the Washington State Insurance Commissioner, and the surety's name shall appear in the current Authorized Insurance Company List in the Sate of Washington, published by the O�ce of the Insurance Commissioner. The scope of the � Performance/Payment Bond (Exhibit G) shall in no way affect or alter the liabilities of the Contractor to the City under Section 8"Indemnification" of the Public Works Contract. � � � , C I �� , 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. i-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 �ty 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 � � � City of Federal Way I-5 SOUTHBOLTND 320TH ST OFF-RAMP CHANNELIZATION Page 11 RFB # 11-102 February 2011 � and any supporting documentation; and (4) the specific ruling or relief requested. The written protest shall be addressed to: ' City of Federal Way 33325 8"' Ave S Federai Way, WA 98003-6325 Attention: Bid Protest — I-5 Southbound 320�' Off Ramp Channelization RFB #11-102 C. Upon receipt of a written protest, the City will promptly consider the protest. The City may give notice of the protest and its basis to other persons, including bidders involved in or affected by the protest; such other persons may be given an opportunity to submit their views and relevant information. If the protest is not resolved by mutual agreement of the aggrieved person and the City, the City will promptly issue a decision in writing stating the reasons for the action taken and informing the aggrieved person of his or her right to appeal the decision to the Mayor or his or her designee. A copy of the decision shall be mailed (by certified mail, return receipt requested) or otherwise promptly furnished to the aggrieved person and any other interested parties who requested a copy of the decision. The decision will be considered final and conclusive unless appealed within five (5) calendar days after receipt of the decision to the Mayor or his or her designee. If the decision is appealed, then the subsequent determination of the Mayor or his or her designee shall issue within five (5) days of the Mayor's receipt of the appeal and shall be final and conclusive. D. Failure to comply with these protest procedures will render a protest untimely or inadequate�and shall result in rejection thereof by the City. SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS 2-i 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 Brian Roberts, 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 Brian Roberts, 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 requirements 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. City of Federal Way I-5 SOUTHBOIJND 320TH ST OFF-RAMP CHANNELIZATION Page 12 RFB # 11-102 February 2011 � � � , � �J � � � � �� �� � � � � �J 2-3 Contract Documents and Precedence 2-4 2-5 The documents embodying the legally binding obligations between the City and the Contractor for completion of the work consist of the folfowing: The City's Request for Bid, Bid Form, Bid Signature Page, Instructions to Bidders, Bid Bond, I-5 Southbound 320"' Ramp Channelization Contract, General Contractual Terms and Conditions, Contractor's Compliance Statement, Combined Affidavit and Certification Form, (collectively the "Contract Documents'�.The contract documents are intended to be complementary so that what is required by any one of them shall be as binding as if called for by all of them. In the event of any conflicting provisions or requirements within the several parts of the contract doc�ments, the City will issue an interpretation regarding the controlling provision, which interpretation shall be binding. Charges to Contractor Charges which are the obligation of the Contractor under the terms of the contract shall be paid by the Contractor to the City on demand and may be deducted by the City from any money due or. to become due to the Contractor under the contract and may be recovered by the City from the Contractor or its surety. Change Orders The City may, at any time, without notice to the sureties, by written order designated or indicated to be a change order, make any change in the specifications within the scope of this wntract. 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 �ty will be treated as a change hereunder or will entitle the Confractor 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 contcact. 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 � City of Federal Way RFB # 11-102 I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION February 2011 Page 13 L� � 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. 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 Warranty All materials and equipment sold and labor performed under this contract are warranted by the Contractvr to be free from defects in materials or workmanship for, a period of at least one (1) year from date of delivery and installation; provided, however, that this warranty may extend beyond this time period pursuant to any attached warranties. If the merchandise sold or work performed hereunder is defective on account of workmanship or materials, the Contractor agrees to replace the merchandise or, at the City's sole oPtion, repair the defective merchandise. All defects in work or materials shall be promptly corrected. • 2-10 No Waiver of Warranties and Contract Rights Conducting of tests and inspections, review of specifications or plans, payment for goods or services, or aaeptance 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-li 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. 2-12 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. 2-13 Hazardous Chemical Communication City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 14 ' � � i � � � � � � �J � �� � �� L� � RFB # 11-102 February 2011 � J , 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. C. A statement as to the intended use of the product. 2-14 Delivery and Liquidated Damages Time is of the essence of the contract and each and all of its provisions in which performance is a factor. The Contractor will be held to strict compliance with the prescribed date(s) set forth in these contract documents. For each and every day that delivery is delayed beyond the specific date(s), damage will be sustained by the City. � Because of the 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 I, Public Works Contract, to compensate for any damages caused by such delay. The City may deduct from any payment owing to the ContracEor, any liquidated damages, which may be incurred by the Contractor pursuant to this paragraph. � 2-15 Force Majeure The Contractor's or City's failure to perform any of its obligations under this contract shall be excused if due to causes beyond the control and without the fault or negligence of the Contractor or City, respectively, including, but not restricted to, acts of God, acts of public enemy, acts of any government, fire,. floods, epidemics, and strikes. City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION RFB # 11-102 February 2011 Page 15 , 2-16 Patents, Copyrights and Rights in Data Any patentable result or material suitable for copyright arising out of this contract shall be owned by and made available to the City for public use, unless the City shall, in a specific case where it is legally permissible, determine that it is in the public interest that it not be so owned or available. The Contrackor 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 mntract 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 identifcation 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. 2-17 Patents and Royalties The costs involved in license fees, royalties or in defending claims for any patented invention, article, process or method that may be used in or connected with the work under this contract or with the use of complete work by the �ty, 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 Conttactor shall, if requested by the City, furnish acceptable proof of a proper release of the City, its o,fficers, agents and employees from all such fees or claims. Should the Contractor, its agent, servants or employees, or any of them be enjoined from furnishing or using any invention, article, material, computer programs or equipment supplied or required to be supplied or used under the contract, the Contractor shall promptly substitute other articles, materials, computer programs or equipment in lieu thereof of equal efficiency, quality, finish, suitability and market value, and satisfactory in all respects to the City. 2-18 Disputes, Claims and Appeals Questions or claims regarding meaning and intent of the contract or arising from this contract, shall be referred by the Contractor in writing to the Purchasing Coordinator for deeision within five (5) days of the date in which the Contractor knows or shou(d 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. City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 16 RFB # 11-102 February 2011 � , I! u In the event the Contractor disagrees with any determination or decision of the Purchasing ' Coordinator, the Contractor shall, within fifteen (15) days of the date of such determination or decision, appeal the determination or decision in writing to the Mayor. Such written notice or appeal shall include all documents and other information necessary to substantiate L the appeal. The Mayor will review the appeal and transmit a decision in writing to the Contractor within thirty (30) days from the date of receipt of the appeal. Failure of the Contractor to appea! the decision or determination of the Purchasing Coordinator within said � 15-day period will constitute a waiver of the Contractor's right to thereafter assert any claim resulting from such determination or decision. Appeal to the Mayor shall be a condition precedent to litigation hereunder. � � � � � 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, Washingfion, 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 Purchasing Coordinator. Failure to comply precisely with the time deadlines under the paragraph as to any claim, shall operate as a release of that claim and a presumption of prejudice to the City. 2-19 Recycled Products ' The Contractor shal� 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 I-5 SOUTHBOUND 320T'H ST OFF-RAMP CHANNELIZATiON RFB # 11-102 February 2011 Page 17 � AttachmentA NO BID RESPONSE FORM When submitting a"No Bid", mail this compfeted form to Federal Wav Purchasing, 33325 8"' Ave S, Federal Way. Washington 98003-6325. Be sure the form is in a sealed envelope with the bid number and bid title ind'icated on the outside of the envelope. The form must be received by the date and time specified for the bid opening as indicated in Section 1-1. Failure to return this form if not submittina a formal bid. ma�result in vour firm being removed from the CitY's master bidder's mailin4 list. Bid Number: RFB No. 11-102 Bid Title: I-5 SOUTHBOUND 320 OFF RAMP CHANNELIZATION ❑ 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 NOT desire to be retained on the mailing list for future procurements of this commodity. � Firm Name• Address• Phone• Signature Name (Type or Print) Date Title City of Federal Way RFB # 11-102 I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION February 2011 Page 19 Gity of Federal Way RFB # 11-102 I-5 SOUTHBOLTND 320TH ST OFF-RAMP CHANNELIZATION February 2011 Page 20 ' � ' ' 1 ' � � t ' � ' ' ' ' ' Attachment B BID FORM CITY OF PEDERAL WAY I-5 SOUTHBOUND 320"' OFF RAMP CHANNELIZATION BID FORM ICON Materials � �° Bidder (dba of CPM Development Corp. ) Date r � �� �/� D� I ITEM BID AMOUNT Schedule A $ '? .qta, 43b•OC� Washington State Sales Tax (9.5%) $ �'�$ ��� .�1'Z. TOTAL BID AMOUNT $ Z� Io'��,�It27, Z► (including Washington State sales tax, all other overnment taxes assessments and char es To City Council Members City of Federal Way 33325 8th Ave South Federal Way, Washington 98003-6325 � Pursuant to and in compliance with your advertisement for bids for construction of I-5 SOUTHBOUND 320'" OFF RAMP CHANNELIZATION� 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 I-5 SOUTHBOUND 320"' OFF RAMP CHANNELIZATION, and hereby proposes to fumish 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 sha11 be collected and retained by the City as liquidated damages in the event this bid is accepted by the City within forly-five (45) calendar days afiter the day of the bid opening and the undersigned fails to execute the I-5 SOUTHBOUND 320 OFF RAMP CHANNELIZATION Public Works Contract and to provide the required certificate of insurance to the City, under the conditions thereof, within ten (10) cafendar days after the Notice of Award; otherwise said Bid Security will be returned to the undersigned. Bond or Certified CheckFive Percent of Amount Bid Dollars {$57 of Amt Bid � The Bidder shall complete this entire Bid Form or this bid may be considered non-responsive. The City may correct obvious mathematical errors. The City of Federal Way reserves the right to reject any and all bids, waive any informalities or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. City of Federal Way ' I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 21 RFB # 11-102 February 2011 25 Attachment B Bid Form ied to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ' ` Receipt of the fotlowing Addendums is hereby acknowledged: ' Addendum No. 1 Date Issued 4-5-11 ' Addendum No. ? Date Issued: 4-7-11 Addendum No. Date Issued: ' ' Corporation ICON Materials Corporation/Partnership/Individual Firm Name (De%te Two) ' 601 006 854 /,� �% ��'`�� � ' �1. � Bidder's State License No. Signature � ' 600 664 231 Construction Div. Manager Bidde�'s State Tax No. Title � ' ' ' • , ' ' ' ' City of Federal Way RFB # 11-102 � I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION February 2011 Page 22 e 26 ided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale a � Attachment C BID SCHEDULE CITY OF FEDERAL WAY I-5 SOUTHBOUND 320 OFF RAMP CHAN N ELIZATION SCHEDULE A ' ' ICON Materials (dba �f CPM Development Corp.) All unit rices in Bid Schedule A shall not include a licable sales tax. ITEM STD ITEM DESCRIPTION UNIT PLAN UNIT PRICE AMOUNT NO. NO. UANTITY DOLLARS CENTS DOLLARS CENTS PREPARATION 1 0001 MOBI�unON L.S. 1 5�1,oqD.od 54.cavD. C� 2 0025 CLEARING AND GRUBBING ACRE 1.1 / y�, � p�� Q"�'f �• uV 3 0049 REMOVING DRAINAGE EACH 4 ,L, STRUCTURE ��- � / (/v' � 4 OOSO REMOVAL OF STRUCTURE AND LS. 1 �/�U •(� ���, � OBSTRUCTION 5 0258 REMOVING SIGN STRUCTURE E�. 1 $,OOO.00 SHAFf OBSTRUCTIONS GRADING 6 0310 HAUDWAY IXCAVATION INCL. C.Y. 3�31� �� �j �� � 6 Q S� Q� 'T� U 7 0332 PAVEMENT REPAIR EXCAVATION S.Y. 215 9� � ��3 S� (� INCL. HAUL 8 0431 GRAVEL BORROW INCL. HAUL TON HOH �y. oa �� 3ra� c� 9 0470 EMBANKMENT COMPACTION C. 130 y� 5� 0, � DRAINAGE 10 1054 GRATE INLEf TYPE 2 �CH 3 /, 75D � ✓, ���• � 11 1065 CEMENT CONC. GUTTER L.F. 450 �y t� /1� Sl�. t� 12 1OH6 QUARRY SPALLS TON ZH �� L�U ��, � 13 118� pC A CULV. PIPE 12 IN. L.F. 129 �� � � G �9 Q� cJ� � 14 116� UNDERDRAIN PIPE 6 IN. DIAM. L .F. 480 �,�� �5��, (� 15 1161 UNDERDRAIN PIPE 8 IN. DIAM. L .F. 396 , � /D 5o y �S� STORM SEWER 16 3091 �TCH BASIN TYPE 1 EACH 4 �j �/�, � 336 (� � P,� 17 3090 �TCH BASIN TYPE 2 54 IN. EACH 1 ��� � 3�� � DIAM. WITH FLOW RESTRICTOR , � 1$ 3090 �`TCH BASIN TYPE 2 54 IN. �CH 1 � �l � 3�, (� DIAM. WTfH DEBRIS CAGE ,��, lN , i9 3105 p BASIN TYPE 2 48 IN. EACH 2 �� 5�, � � f ��. � City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 23 RFB # 11-102 February 2011 , � � ' , ' � ' ' ' � ' ' � ' u ' i�C7N Materials id�� pt GpM Development Corp.) 20 3151 TESTING STORM SEWER PIPE LF. 675 �� � ����. � 21 3541 SCHEDULE A STORM SEWER PIPE L.F. 483 /� /��70(� � 12 IN. DIAM. � / � � � 22 3542 18 IN DU� I L�E�A STORM SEWER PIPE L.F. 1$4 �j9, � �� �6 • QC� 23 3543 SCHEDULE A STORM SEWER PIPE L.F. 38 , � C� ���, �^� 24 IN. DIAM. ✓�7 � i ��v STRUCTURE 24 4006 �RUCTURE IXCAVATION CLASS C.Y. 4,400 �3 /lU 57 ��• � A INCL. HAUL 25 4013 SHORING OR DCfRA EXCAVATION L.S. 1 l � (�j� �5� y � - ��, � CL A S�� (/(/v' , �J� 26 4025 GRAVEL BACKFILL FOR WALL C.Y. 1�42� ��, � �� (� ro !J 27 4150 W A� L EINF. BAR FOR RETAINING LB . r J9 ,346 (isD $/✓ 0�9' � 28 4139 CONC. CLASS 4000 FOR C.Y. 800 Q Q/ �y REfAINING WALL �O J� UD �(J !s� '�j��, w DEFICIENT STRENGTH CONC. � 29 4219 pRICE ADJUSTMENT �LC 1 SURFACING 3O 5100 COURSE SURFACING BASE TON 44O ��, � 7�p��, � LIQUID ASPHALT ' 31 5334 ANTI STRIPPING ADDITIVE E�. 1 4����.0� HOT MIX ASPHALT 32 5703 CRACK SEALING E� 1 10,000.00 33 5711 P�NING BTTUMINOUS S.Y. PAVEMENT ���d �y aas � HMA FOR PAVEMENT REPAIR CL. 34 5739 �/ IN. PG 64-22 TON / 7�, pj� / 7 g$Q , j�j 35 5767 HMA CL. Yz IN PG 64-22 TON 3,960 �l�D �73,��U.� 36 5830 �OB MIX COMPLIANCE PRICE � 1 8,892.0� AD)USTMENT 37 5837 �PHALT COST PRICE � 1 15���0.�0 ADJUSTMEM' 38 5835 COMPACTION PRICE � 1 5�988.�� ADJUSTMENT 39 6517 B�DGE TRANSVERSE JOINT SEAL L. F. 15� �5.� � �sv, � 40 6516 �CLIC DENSITY PRICE �LC 1 -1 ADJUSTMENT IRRIGATION AND WATER DISTRIBUTION 41 IRRIGATION SYSTEM REPAIR E� 1 3, EROSION CNTL AND ROADSIDE RESTORATION 42 6403 ESC LEAD DAY 85 ` G� ��, (.Y� 43 6458 B� �� RY EROSION CONTROL S.Y. 4,763 0� � o�o �� `Y 7 C7, �p0 � City of Federal Way I SOUTHBOiJND 320TH ST OFF CHANNELIZATION Page 24 RFB # 11-1�2 February 2011 ' , ' ' ' ' ' ' ' ' ' � ' � 1 ' ' ' �Cp�1 Materials (dba of CPM Development Corp.) 44 6463 CHECK DAM LF. 48 7, �Q �jC"Q, y� 45 6471 INLET PROTECTION EACH 13 � 7� �/��, Qj� 46 6468 �ABILIZED CONSTRUCTION S.Y. 340 /�, $�(, �/5�/Q• D� ENTRANCE 47 6470 �REEf CLEANING HR 340 //�, Q� �'S �Q, � 48 6373 SILT FENCE L.F. 175 �� 5�/�, j�'j 49 6479 WA L . F. 615 �� c ����, � 5� 6490 EROSION/WATER POLLUfION E�_ 1 151����.�0 CONTROL 51 6414 SEEDING, FERTILIZING, AND ACRE �. ���, � ��y � MULCHING 52 6405 TOPSOIL TYPE A C.Y. . 383 3� � /� ��(� 53 6552 HT, CO ERN RED CEDAR, 18" EACH 39 �a,� �f �p �� 54 6552 PSIPE OlTO LUYKEN LAUREL, 18" �CH 5 �� � � � HT. #2 CONT. � �� � 55 6606 P�NT ESTABLISHMENT - E� 1 9,3�0.00 SECOND YEAR 56 6608 Y�R ESTABLISHMENT - THIRD E� 1 9,3�0.00 57 6465 MEDIUM COMPOST C.Y. 95 �d, 3��,� 5$ 6580 BARK OR WOOD CHIP MULCH C.Y. 4 y�-� /7�� OZ� 59 6560 SEEDED LAWN INSTALLATION S.Y. i8 � S � y�, � ol, 60 MEDIA FILTER DRAIN MIX C Y 78 i/�� � � n 7 / ` � 7 os (v 61 SOIL MIX FOR GRASS STRIP C.Y. 31 '��� � �?��, � J 62 6630 HIGH VISIBILITY FENCE L.F. 290 , 0 6�'�-� TRAFFIC 63 67�0 qND GUTfERC. TRAFFIC CURB L.F. 171 J�� p� � 64 (]�] CEMENT CONC. PEDESTRIAN L.F. 46 l�� � ��6. � CURB 65 6727 �RUDED CURB L.F. 250 `�, � a, 8"(,�j . p� 66 6840 ��� � SLOPED MOUNTABLE L.F. 185 ��-/, � L�l �f �-fQ ,� 67 6757 B�M GUARDRAIL TYPE 31 �. F. 540 p�� � /5, 6� D � � 68 6766 B� M GUARDRAIL ANCHOR TYPE �CH 2 7�j �� �5 � BA RIER LOPE CONCRETE Q�� � �� 7�� � 69 6763 L. F. 140 t� � 7� 6781 TEMPORARY CONC. BARRIER L. F. 625 �� � g,a5 ,� 71 7440 TEMPORARY IMPACT �CH 1 � � C ATTENUATOR i ��'�/�✓ ✓� / �v' � 72 7447 TRANSPORTABLE EACH 2 ��< � I D�� � w ATTENUATOR(S) , City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 25 RFB # 11-102 February 2011 ' ' �� ' ' ' ' , 1 ' ' ' � L ' � ' ' 1C�N Materials (��� p{ GpM De��2lapment Corp.) 73 7449 OPERATION OFTRANSPORTABLE HR 168 "� 7(l0� �U ATTENUATOR(S) �� � � REPAIR TRANSPORTABLE 74 7450 ATTENUATOR(S) EST. 1 6,000.00 75 6832 FLIXIBLE GUIDE POST EACH 4 �07, � `��� � 76 6806 PAINT LINE L.F. 1,610 , Sj� ��, G� 77 6807 PLASTIC LINE L.F. 8,208 j $j� �p,j ��,y� 6818 PLASTIC WIDE LINE LF. 1 ,712 v�� 3� ��,� /, (o� 79 6857 P�IC CROSSWALK LINE S.F. 2,4�$ 1/ � �6�a � '/i 80 6859 PLASTIC STOP LINE L.F. 301 7� 0 2 /Q �� 81 6833 P��C TRAFFIC ARROW EqCH 19 l�, � p� �7U, � HZ 6881 P��C DRAINAGE MARKING EACH S � 7� �� (P •� 83 6884 �`ISED PAVEMENT MARKER TYPE HUND �.91 ��,� �y� � 84 6888 M RKINGRY PAVEMENT L. 13 ,500 ��a �. 9 �D, I10 $5 6890 PERMANENT SIGNING �.S. 1 Z� ���• � �,��. � VV $6 6897 SIGNBRIDGEN0.1 L.S. 1 �����.� ,�,��•� $7 6903 �MPORARY ILLUMINATION L.$. 1 / t SYSTEM SAD 4989 z1o��•� �b • � $$ 6904 ILLUNIATION SYSTEM SAD 4989 L.S. 1 � � � .�i�/• �i �'T .� . �� 89 6904 30 S MIATION SYSTEM CITY NO. L.S. 1 �.�� , zZ. � . � V 90 TEMPORARY TRAFFIC SIGNAL L.S. 1 CCX�• � C�V . � t � .., SYSTEM SAD 4989 �. � «/ 91 6912 4 �.S. 1 `��.� ���•� 92 TEMPORARY TRAFFIC SIGNAL L.S. 1 4� � W d�• �� SYSfEM SAD 911 � q 93 6912 9�FFIC SIGNAL SYSTEM SAD L.S. 1 � ���.� a�lJ 94 6917 DIRECTIONAL BORING L F. 285 �•O� ,p �C��fG o �<r• 95 6993 PORTABLE CHANGEABLE HR 150 ��(� �6J, � MESSAGE SIGN 96 6956 SEQUENTIAL ARROW SIGN HR 2�0 �, �Q ���� � 97 6973 �ONTROL MPORARY TRAFFIC L.S. 1 l S� � ���� � 9$ 6980 FLAGGERS AND SPOTTERS HR 150 y� � (p� �Sv,Q� 99 6992 OTHER TRAFFIC CONTROL LABOR HR 300 � S. � /3 SI,�. G� OFF-DUfY UNIFORMED POLICE � 100 OFFICER ��� � 1�1 6974 TRAFFIC CONTROL SUPERVISOR L.S. 1 3� �f�, � 3��, � ° f. CONSTRUCTION SIGNS CLASS A 102 6982 S. F. 76 ��, j,�j 7� d, L�j , City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 26 RFB # 11-102 February 2011 ' ' � ' ' ' ' ' , CJ ' � l I �., ' � ' �J ' i�ON Nlacer�ais �dba ofi CPN Development Corp.; PEDESTRIAN CONTROL AND �� � LJ� � � !// �, � � �a PppTECfiON � � OTHER ITEMS TYPE C PROGRESS SCHEDULE �' �� � 104 7004 �•S• 1 � bZ�, � lO5 7000 SCHEDULEUPDATE EACH 3 ��.� ��. � 106 7006 �RUCTURE EXCAVATION CLASS C.Y. 7HH �, �D y��' � B INCL. HAUL 107 70OH SHORING OR EXTRA EXCAVATION S.F. 4�029 1, v(J -/ G� �/, aD CLASS B 1�8 7014 GRAVEL BACKFILL FOR DRAIN C Y g4 �o�� �t �7J� 0(� �s � 1O9 ]O3] �RULTURE SURVEYING �,S 1 �� � � (� [� � W 11� 7038 ROADWAY SURVEYING L.S 1 n � q/�� n76 l [�v vv � ���� REFERENQNG IXISTING Q �/� QP`p1� � 111 pqVEMENT MARIQNGS L.S. 1 �J �, (/c/ v c.,�1 112 7055 CEMENT CONC. SIDEWALK S,Y. 91 � o �, � ° ��I �•� vs 113 7058 CEMENT CONC. CURB RAMP TYPE EACH 1 �v. Vv �� �� PARALLEL B 114 7OSH CEMENT CONC. CURB RAMP TYPE �CH 1 � 7D ,()U � 7D ,�l.✓ PARALLEL B MQD. . �iS 7054 DETECTABLE WARNING SURFACE S.F. 114 l�'�` OD 7'�j�IU �� 116 7080 �B� FENCE L.F. 450 86. � �� ��. � 117 96OS CONNECTION TO DRAINAGE EACH 4 „� � /� �LV �� STRUCTURE C�' 118 73SO CLEANING DQSTING DRAINAGE L.S. 1 ���� [� ��Q� (�(J STRUCTURE ROADSIDE CLEANUP S,OOO.00 119 7480 EST. 1 120 ]725 RQMBURSEMENT FORTHIRD E � 1 5 . �0 PARTY DAMAGE 121 7728 MINOR CHANGE CALC 1 -1 122 7736 SPCC PLAN L .S. 1 /�n(� D� ���� � 123 75SO CONSTRUCTION GEOTEXTILE FOR S 866 � � � L/.3�, � UNDER6ROUND DRAINAGE ' City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 27 RFB # 11-102 February 2011 , City ofFederal Way RFB # 11-102 I-5 SOUTHBOLJND 320TH ST OFF-RAMP CHANNELlZAT10N February 2011 Page 28 ' , �� ' i� ,� ' Attachment D BIp SIGNATURE PAGE Date: �� � �� � � The undersigned bidder hereby proposes and agrees to deliver the equipment and/or services pursuant to the i-5 SOUTHBOUND 32Q OFF RAMP CHANNELIZATION and comply with all other terms and conditions of the contract and bid documents of RFB 11-102. No bidder may withdraw his/her bid for a period of ninety (90} days after the day of bid opening. The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (5%) of the total amount will be delivered to the Gty. 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. ICON Materials Corporation (dba of CPM Development Co rp.) , �I � ' ' � ' � ' ' ' Corporation/Partnership/Individual Company (De%te Two) BY: � � __ (Signature) B.E. Harjehausen (Printed Name) I � : Construction Division Manager (Title) PO Box 88050 Tukwila, WA 98138-2050 (Address) 206 575-3200 (Telephone Number) City of Federal Way I-5 SOUTHBOLTND 320TH ST OFF-RAMP CHANNELIZATION Page 29 RFB # 11-102 February 2011 � e 33 Attachment D Bid Signature Page vided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale �PM DEVELOPMENT CORPORATION CORPORATE OFFICE • 5111 E BROADWAY • SPOKANE VALLEY, WA 99212 �.0. BOX 3366 • SPOKANE, WA 99220-3366 • OFFICE: (509) 534-6221 • FAX: (509) 534-3839 CERTIFICATE OF AUTHORITY Please be advised, that the individuals whose names, titles and signatures appear below are authorized to execute proposals, ¢ontracts, bonds, and other documents and/or instruments on behalf of CPM Development Corpora.tion, d/b/a ICON Materials. ICON Materials is a CP1bI Development Corporation trade name. Name and Title David Gent, General Manager B. E. Harjehausen, Construction Division Manager Pat Skube, Chief Estima.tor William M. Becker, Estimator/Project Manager Tim Davis, Sr. Civil Estimator ,,;, �: , _ � � � J � �. - ; � �, � , �; ,,, ;;. , ,,,�. ,: STATE OF WASHINGTON COUNTY OF SPOKANE ) ) ss. ) Cinne4iirP Respectfully submitted, CPM DEVELOPMENT CORPORATION Q��t�.�� tJ I��:4�' � �� � Susan L. Devaney Vice President of Finance and Assistant Secretary On this day personally appeared before me Susan L. Devaney, lrnown to me to be the person that - exeeuted-�he foregoing-instnxment, on beha.lf vf CPM Development Corporation, d/b/a ICON Materials, and aclrnowledged said instrument to be the free and voluntary act of said corporation, for the uses and purposes therein mentioned. SUBSCRIBED and sworn to before me this � da of � 2011. �..., - KATHLEEN FRIZZELL Notory Public Si ature ofNotary State of Washington K��L��� �� � ��u My Commission Expires PrintorTypeNameofNotary J o n u a r y 19 , 2 013 NoTARY PUBLIC in and for the State of W ashington Residing at $���t,�' My Commission expires on ■ � � �ntral Pre-Mix Central Pre-Mix Concrete Co. Prestress Co. �N�NO 9S PHALT G� ��.! � �CON Materiais ���W�G Wenatchee Sand and Gravel .,.tppI WASNIIyy�, <x'' o �ONCRET� Central Washington Concrete E� ATE CONCAETE 8 A9PNALT Interstate Concrete & Asphalt Co. ' ' ' ' t ' �: z ' � ' . ' �� i ' .. ' ' _ ' � , ' ' ' City of Federal Way RFB # 11-102 I-5 SOUTHBOLTND 320TH ST OFF-RAMP CHANNELIZATION February 2011 ' Page 30 � e 34 vided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale u 1 1 ' 1 ' 1 ' ' ' ' ' ' ' ' ' ' ' Attachrnent 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 Amt Bid, Which amount is not less than five percent (5%) of the total bid. BID BOND ICON Materials KNOW ALL PERSONS BY THESE PRESENTS that we, (dba of CPM Deve. Corp. ),, as Principal, and �idelity & De�osit Co. of Maryland , as Surety, are held and firmly bound unto the City of Federal Way, as Obligee, in the penal sum ofFive percent of Amt Bid and _.J100 dollars ($5� Amt Bid ), 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 Oliligee shall make any award to the Principal for: I-5 SOUTHBOUND 320 OFF RAMP CHANNELIZATION According to the terms of the proposal or bid made by the Principal therefore, and the Principal shalt duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall in case of failure so to do, pay and forfeit to the Obligee the penal amaunt of the deposit specifed in the call for bids, then this obligation shafl be null and void; otherwise, it sha11 be, and remain in full force and effect, and the Surety shall forthwith pay and forteit to the Obligee as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS 12th DAY OF A ril 201 � at als Fide ' �� Co ,Marylari ��G� � ii�-�Z�� i • SUI'etyAttorn —in—Fa Date: �ril 12, , 2Q1_l. Received return of deposit in the sum of $ City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 31 RFB # 11-102 February 2011 _ e 35 Attachment E Bid Bond Form ided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ' ' Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND ' KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by M. P. HAMMOND, Vice President, and GERALD F. HALEY, Assistant Secretary, in pursuance of authority granted by Article Vl, Section 2, of the By-Laws of said Company, are set forth on the ' reverse side hereof and are hereby certified to be in full force and effect on the date h e, d�s by nominate, constitute and appoint David GENT, Bruce HARJEHAUSEN, Laurie A. PINA , san QUINZEL, James RADICH and Paut D. SALISBURY, all of Kent, W , its ° nt and Attorney-in- Fact, to make, execute, seal and deliver, for, and on � , a : Any and all bid bonds issued on behalf of ICON Materials (d (� �� p t ' , ent, Washington each in a penalty not to exceed the sum of $1,000 0 `e�ion o ertakings in pursuance of these presents, shall be as binding upon said C�������� f d � D and purposes as if they had been duly executed and acknowledged by th a e r e Company at its office in Baltimore, Md., in their own proper persons. ' This power of attorn r� �� th on behalf of David GENT, Bruce HARJEHAUSEN, Laurie A. PINARD, Jeffrey D. THOMAS, Susan���`���f:�`�, Iames RADICH, Paul D. SALISBURY, dated September 27, 2006. ' ' , ' ' 1 ' 1 ' ' , ' The said Assistant Secretary does hereby certify that the extract set forth on the reverse side hereof is a hue copy of Article VI, Section 2, of the By-Laws of said Company, and is now in force. IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this lOth day of October, A.D. 2006. ATTEST: �p 9EPp � f ..� +����f �' O P � �� e W � �� * �' State of Maryland i ss: City of Baltimore f FIDELITY AND DEPOSIT COMPANY OF MARYLAND � � �/! � /�! �/1 U Gerald F. Haley Assistant Secretary On this lOth day of October, A.D. 2006 before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came M. P. HAMMOND, Vice President, and GERALD F. HALEY, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. o � a N�S R• � huiowcwM. "�ARy Plm'� �� -�F— /' - s / / �Y. / �` -'�.-' ,J/.r�h"^C.�- �j��" "=V By: M. P. Hammond Vice President ��� � Maria D. Adamski Notary Public My Commission Expires: July 8, 2007 ' POA-F 020-8022U ,' , ' EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND ' "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior ' Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, ' policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE ' I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify ' that the foregoing Power of Attorney is still in fuil force and effect on the date of this certificate; and I do further certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized ' by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the ' Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and heid on the lOth day of May, 1990. RESOLVED: °That the facsimile ar mechanically reproduced seal of the company and facsimile or mechanically � reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company, ' this 12th day of April 2011 � ��g� � �ri: y Assistant Secretary ' 1 ' ' ' ' L�1 ' � � �. : � ' 1 . ' ' City of Federal Way RFB # 11-1 OZ I-5 SOLTfHBOLIND 320TH ST OFF-RAMP CHANNELIZATION February 2011 Page 32 ' - e 36 vided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ' ' ' � ' C Attachment F SUBCONTRACTOR LIST . Prepared in Compliance with RCW 39.30.060 I-S SOUTHBOUND 320 OFF RAMP CHANNELIZATION 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.�8 RCW, or identify the bidder for the work will result in your bid being non-responsive and therefore void. Subcontractors that are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrica! 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 cornpliance with chapter 18.27 RCW; a current Washington Unified Business Identifier (UBI) number; has Industrial Insurance ' (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW, if applicable; has a Washington Employment Security Department - number, as required in Title 50 RCW, if applicable; has a Washington Department of Revenue state ' excise tax registration number, as required in Title 8Z RCW, if applicable; has an electrical contractor license, if required by Chapter 19.28 RCW, if applicable; has an elevator oontractor license, if required by Chapter 70.87 RCW. ' ' � � ,� � �i C � The following Iisted bid items (listed in numerical sequence) for this project have been proposed for subcontracting to subrnntractors as indicated. SUBCONTRACTOR ITEM NUMBERS ESTIMATED AMOUNT WMBE QUALIFIED7 NAMEv Y N cno. ov City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 33 RFB # 11-102 February 2011 e 37 Attachment F Subcontractor List ided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale � � � �- ' � ' ' , City of Federal Way RFB # 11-102 I SOLTTHBOiTND 320TH ST OFF CHANNELIZATION February 2011 ' Page 34 � F� e 38 vided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ' � ' ' � ' u ' Attachment�G City of Federal Way COMBINED AFFIDAVIT AND CERTIFICATION FORM Non-Collusion, Anti-Trust, Prevailing Wage (Non-Federal Aid), Debarment, Eligibiliry, 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. DEPARTMEfVT OF TRANSPORTATION (USDO� To report bid rigging activities call: 1-800-4249071 ' 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 rnllusion, 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 ar�d 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, usualiy borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goocls 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 eacception; and � PREVAILING WAGE AFFADAVIT t 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 dassification of laborer, workperson, or mechanic employed in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the � above and forgoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and befief; and C ' City of Federal Way I SOLTTHBOtJND 320TH ST OFF CHANNELIZATION Page 35 RFB # 11-102 February 2011 e 39 Attachment G Combined Affidavit and Certification Form vided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ' C ' � ' DEBARMENT AFFIDAVIT I certify that, except as noted below, the firm, association or rnrporation 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 ineligibiliry 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 rnurt of competent jurisdiction in any matter involving fraud or official misconduct within the past three (3) years. AFFIDAVIT OF ELIGIBILIIY 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 RCVN 50.12.070(1)(b), RCW 51.16.07Q(1)(b), or RC1lV 82.32.070(2) within the last two years. The Contractor further certifies that it has not been determined, within the last one year, to have committed any mmbination of ' two of the following violations or infractions within a five-year period: (1) Violated RCW 51.48.020(1) or 51.48.103; or (2) Committed an infraction or violation under chapter 18.27 RCW. ' ' u ' ' ' � 1 ' ' ' 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, induding subcontractor employees, are lawfully permitted to perform work in the United States as provided in this agreement with the Ciry of Federal Way. FOR: Non-Collusion Affidavit, Assignment of Anti-Trust Gaims to Purchaser, Prevailing Wage Affidavit, Debarment Affidavit, Affidavit Of Eligibility, and Certification of Lawful Employment. I-5 SOUTHBOUND 320"' OFF RAMP CNANNELIZATION � i�e�f BedC� Fir mba of �PM of Development Corp. ) a la �� r Signature of Authoriz Representative of Bidder Subscribed and sworn to before me this day of April , 2Qi1. �,��,,......a.�,,, � ,,,.� �► Ror,y ��,, :' �i�` ,N�p�E�� ��/ ��'' � ���i� �i ��tIWl��i�� i � ''! � � � +�A� I►�,;�,` A t�,� t► � � ���,o, ���`��= ���i�.:� 4F WA�,..�`� ��-,� �a�. E11en Roth (printed/typed name of notary) Notary Public in and for the State of Washington My commission expires: 06-29-2012 City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 36 RFB # 11-102 February 2011 � � ,� e 40 vided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ' ' , ' ' � ' CJ ' � ' � �� , , ., ' `.�, . Y ..a�... . . ' � d � � }';' �� a' � ' ' �� +���' y �� � `... f,.+ ^ .. �q �� °i � , ' ✓?� J'"` '� "� f �,� ` �—'i) k;Z� �+i � J'' :. � r" � , �� }i �,�. ,� `' a��' =4C�? . � s�� � � �''�''J: �; { Ai �" ' ' ' , , � ' ' ' ll ' , LJ 1 ' ' ' ' ' LJ ' �J Atl�achment H CONTRACTOR'S COMPlIANCE STATEMENT (President's Executive Order #11246) Date: 4 This statement relates to a proposal contract with the City of Federal Way named I-5 SOUTHBOUND 320 ST OFF RAMP CHANNELIZATION I am the undersigned bidder or prospective contractor. I represent that: I� have; ❑ have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. (d�a Corporation) Name of Bid r ;`` By: Signature I� Construction Division Manager Title PO Box 88050 Tukw WA 98138-2050 Address City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 37 RFB # 11-102 February 201 I � e 41 Attachment H Contractor's Compliance Statement vided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ' ' ' ' ' ' ' 1 , , , ' ' ' ' ' ' City of Federal Way . RFB # 11-102 I-5 SOUTHBOiJND 320TH ST OFF-RAMP CHANNELIZATION February 2011 ' Page 38 F� e 42 vided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Aiways Verify Scale � m '� � � ' ' ' ' C� ' ' ' ' ' , ' ' ' ' Attachment I i�. ;�� Washfigtan State �'I'/�' �erat d Tta��portatfon Qisadvantaged Busir�ess EnEerprise Utiliza�Eion Certificatton To ba e&cj�i¢ for a►vard oiNast�ntraci the bidder must fH out and submR, as part aF its bid �rnposal, ths fioibwin9 Dis�wwai�ed Business Enlerprise LR�zation Canfication r9lalirg to Di53dvarRagad Bisinbss Enbarprise (DBE� rsqu'xernan�. 'fiu Cordtaciing Agan�y sh3i) crosider as rnr►�aesporrs;irve and shaA �eja� arry bid proposal that �oes nciconlaui a DBE CeAif'icat+an wtuch pTVpea�y dernmstratas U�al the Lidder w� meeithe DBE p�Cip�ion requiremenfs in rne otthe manneas ptovid�d fa in tfie praposed contract. If the bidder is �lying on tha goad Faith afFwt r�athod io meet ihe DB E assgned cantraG goa1, docim+entation in adtl'dion 10 tfie oartiricale �twst he su�n'rtbd tirilh the �id prOptsal aa suppnrt ttr such e1FoM1s. Tha 3uoba5siul biddefs DBE CertiFcatim shad be deemad a partof riie resulting c3oidract. lnform�.ion on oariiFled firtns is avai�bJe tram OMYV@E, iefapfwne 36£�753-9fi93. ICON Materials �ti�� tt,,,itne a,�„a„t�ed e+,,s�,e� �r+te.�r� �� ded� {aBEj F'sms Fisted hebw have 6aen crnL�ted rt+�ga�d"aig parar6tip�tion an th's �rojeci. It Vvs biddar is suo�l an ihis pTeaject and is awrar�od ths oar�trad. d shad assure thad s�oenfra�s ar suAPfi� a9reementsare �cecutad witt� those foms w�t�re ai "Amaunl ia ba Appfietl Toxartis Gaal' is listed { If necessary, use aclditio.nal sheai.j Project Rb{e • Am.�unrt to'� Name af DBE Description of Wark be Applied {Prine, SubcoM�etflr, GertFf�ate Nurt�b�r YAUwfi�rr, iaepwerDealer} Towatds Goal ,. fc1.EG�11.3�. Z3 '?►�.° • • � oz ��'1Z +�u�,cmKa�.c�a�ca �. �. � . 5. 8. 7. B. 8. 10. • Disadvanbged Businass �rderpriss Suix�ns�ra�4ing Go�t: 13� CPHE ToY�1 S r�i �, .p�.w m • Ftey*rYar oyx?G sSa*_ss must oe ap}x�vec! pcsor tv �' svem�ttef try tne �iff.e of �.r� Oopasmny, W asts. 5�te ��R of traaspafatmm, dn eacs� contr_t " Se� t�te Sectaec �amtng tk3f Na��n row��e.' AA�tirfr, ilroa Go.3P +!► toe Cea�tac] UoQim�ret "' f?w Can'tsaf�, +4c,�:�Y vnQ utdaa tnea smau�t us s+1�f�;nN►e wM1eti�r mr rwt me la�der !►ax met t�e caat. ln C�r evs�t d an ar.fi�met� C611axezwe hewe�..n t�us 1nt�i snd Uw 5�rm ot Lw indMGrae a!natt[3 us4?es �xe. tnrn li►e 3cttn of tne amov+NS 6 sied s'�i i��v3A sRd trw ttit8 w� oa rew�ned BACQd£YgIY- City of Federal Way I SOITTHBOUND 320TH ST OFF CHANNELIZATION Page 39 RFB # 11-102 February 2011 e 43 Attachment I Disadvantaged Business Enterprise Utilization Certification ided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale , ' , Apr.11, 2011 4.15PM DBE ELECTRIC ` Wa�h��9ton 9tate � Dep�'dnsnt of Transportatlon No, 5928 P, 2/2 ' Disadvantaged Business �nterprise (DBE) Written Confirmation Document � ' ' L � I � ' LJ ' ' C J C J � , L J� ' DOT Fofrt1422-031 EF to/2o10 As an authorized represeniative of the Disadvantaged Business Enterprise (DBE), I confrm 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 fnto an agreement with the bidder to participate in the project consistent with the information pravided in the bidder's Disadvantaaed Business Ente% Utiliza'tion Certifi��p. Contract Titfe: 1- S S4UTH]3UtJND 320T�1 OFF- RAMP CHANNELIZATION Bidder's Business Name: ICON MATERIALS DBE's Business Name; DBE CT.EC7'RIC, INC. DBE 3ignature: DBE'a Title: PRFSIDEN7' MARY T. G�THMILLER Date: April 12, 2011 ' , �, ' ' ' ' ' ' ' , - ' ' ' � ' ' . ' ' ' ' City of Federal Way RFB # 11-102 I SOUTHBOUND 320TH ST OFF CHANNELIZATION February 20 t 1 ' Page 40 F� e 44 vided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale � .� 0 sa .�. i ��� STAT6. y '° State of a � - � Washington �'s �x � ;aes a DEPARTMENT OF LABOR AND INDUSTRIES PO BOX 44450 OLYMPIA WA 98504-4450 F625-Q52-00(l,(8/97) �. � �_: � a �" ; �� a"� � ' Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS i ,CONST GONTR ' GENERAL REGIST. # ' EXP. DATE �COI ICONM**982CF 2/7/2012 EFFECTIVE DATE` 2/6/2002 • ICON MATERIALS PO BOX 88050 TUKWILA WA 98138-2050 Signature � Issued by DEPAR'TNIENT OF L.4�OR AN1� II�iI�US'TRIES ICON MATERIALS PO BOX 88050 TUKWILA WA 98138-2050 �I � .. ,. � ' � �� �, PRESORTED FIRST-CLASS NIAIL U.S. POSTAGE PAID OLYMPIA WA PERMIT #312 „'•!�°� ��r.a-�, { ����'a�J � �, w �I��ittrtti�rrtl�!!#�l�ilia����il�f�t.i�}�l�f��t�t1�l►;�al�lttt � � � � Detach And Display Certificate � DEPARTMEIr1T OF LABOR AND INDUSTRIES ` REGISTERED AS PRQVIDED BY LAW AS CONST CONTR GENERAL � r� � E�E�'iIST , #. � � ,..,� i EXP � DA'T� ' � j��������,����ca��*�s2e� { ;,��zf�o�� x ` � > > � �E������ �3�� ��'�� ��7� �� 2�slzao� , � � .: � L� x?,�aC�d Kt n� r�;� f � 2 �� k ���� � � �: 2 � �� � n .� , . . � e+�.,.{u'k3r.s�'.�c�,�.._.?'...�, 4.,,�.,d�t.. , . .S.d ra;..".. � ..� .,r. . . .. ICON MATERIALS PO BOX 88050 j TUKWILA WA 98138-2050 F625-052-OW B/97) Please Remave And Sign Identification Card Before Placing In B illfold � �s � i zoo" � ' ' i . ' . °^---�..., r-, I I� ' ' l__J 1 ' , ' ' UNIFIED BUSINESS IDENTIFIER 601 006 854 000 i �L : STATE OF WASH{NGTON PLOYMEN SECURI EPARTMENT TAX RATE NOTICE CPM DEVE�OPMEHT CORPORATIOH-COHSOLIDATED P 0 BOX 3356 SPOKAI�{E WA 99220-3366 10742 ES REFERENCE # MAILING DATE A 618584 01 0 12i07e10 IMPORTANT NOTICE: if YOU WANT US TO REVIEW YOUR TAX RATE, THE LAW SAYS YOU MUST SEND US A REQUEST IN WRITING NO LATER THAN 30 DAYS FROM THE MAILING DATE ABOVE. 2011 ANNUAL TAXABLE TAX RATE YOUR TAX RATE FOR 2011 WAGE BASE FOR EACH EMPLOYEE 6.00% UNEMPLOYMENT INSURANCE TAX RATE $37,300 0.02% EMPLOYMENT ADMINISTRATION FUND (EAF) 6.02% COMBINED TOTAL TAX RATE RATE FROM YOUR EXPERIENCE 5.40% RATE FROM SOCIAL COSTS 2.04% ** EXCEEDS MAXIMUM TAX RATE BY -1.44i NO SOLVENCY SURCHARGE FOR 2011 N/A f TOTAL QF UNEMPLOYMENT INSURANCE TAX RATES 6.00� YOUR TAX RATE IS BASED UPON AN EXPERIENCE RATE CALCULATION FOR A REGULAR TAXABLE EMPLOYER. fHE FOLLOWING BENEFIT CHARGES AND TAXABLE WAGES WtKC UStL Iu UCICK1911YC ruv�c �r+n nr��� ��+� LV11• BENEFIT CHARGES TAXABLE WAGES TAXES PAID CINFO. ONLY) EXPERIENCE YEAR 5 AMOUNT $ AMOUNT S AMDUNT . 7/1/09-6/30/10 3,946,473.29 28,769,964.D9 1,662,622.74 7/1i08-6/30/09 3,813,113.45 31,688,925.36 1,780,187.58 7/1/07-6/30/08 2,470,873.84 35,767,627.17 2,094,796.72 7/1/06-6/30/07 1,825,444.51 36,290,721.79 2,179,749.27 TOTAL $12,055;905.09 . $132,517,238.41 57,717,355.31 ' BENEFIT RATIO BENEFIT CHARGES DIVIDED BY TAXABLE WAGES E@UALS BENEFIT RATIO FOR 2011 $12,055,905.09 '.- $132,517,238.41 = .090976 ' A BENEFIT RATIO OF .040976 QUALIFIES FOR A TAX RATE CLASS OF 40 FOR 2011 ** TO BE IN COMPLIANCE WITH THE MAXIMUM TAX RATE. CI l_ J ' FOR QUESTIONS OR CORRECTIONS FOR QUESTIONS ABOUT THIS FOR QUESTIONS ABOUT YOUR ABOUT THIS NOTICE, CONTACT: NOTICE, SEE WE651TE: ACCOUNT, CONTACT: EMPLOYMENT SECURITY DEPARTMENT WWW.ESD.WA.GOV/TAX EMPLOYMENT SECURITY DEPARTMENT EXPERIENCE RATING UNIT SPDKANE TAX OFFICE P 0 BOX 9046 132 S ARTHUR ST OLYMPIA WA 98507-9046 SPOKANE WA 99202-2252 C360) 902-9670 {509) 532-3090 C360) 902-9202 - FAX C509) 532-3086 - FAX ' EMS 174 (REV. 11/10) -BB9- 3 �J � � Attachment 1 PUBLIC WORKS CONTRACT FOR I-5 SOUTHBOUND 320 OFF RAMP CHANNELIZATION � THIS PUBLIC WORKS CONTRACT ("Contract'� is dated effective this � day of , 20� and is made by and between the City of Federal Way, a Washington municipal cor ration �`City or Owner'�, and 1(';�! 1��1L�~I l� ,, a� U��l���ll �'l�t�-�t4'�`l ("Contractor'�. A. The City desires to retain an independent contractor to furnish all labor and materials necessary to perform work necessary to complete the I-5 Southbound 320�' Off Ramp � Channelization project, located af the I-5 South 320"' Street interchange, Federal Way, Washington ("Properly'�; and - B. The Contractor has the requisite skill and eacperience to perform such work. NOW, TNEREFORE, 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 �nstruction and completion of the work, more particularly described as the I-5 SOUTHBOUND 320 OFF RAMP CHANNELIZATION project, including without limitation: Temporary illumination and ramp terminal signal systems; roadway excavation and embankment; cast in place retaining wall; installing curb, gutter and sidewalk; modify and upgrade existing drainage, illumination; ramp terminal signal system; pavement rehabilitation and overlay, ("Work'�, in accordance with and as described in the Contract Documents, which include without limitation, this Contract, Request for Bids, Bidder's Checklist, Instructions to Bidders, General Contractual Terms and Conditions, Bid Form, Bid Signature Page, Bid Bond, Combined Affidavit and Certification Form, Contractor's Compliance Statement, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Contractor's Retainage Agreement attached as Exhibit C, Retainage Bond to City of Federal Way attached as Exhibit D, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit E, Certificate(s) of Insurance Form attached hereto as Exhibit F, Performance / Payment Bond attached hereto as Exhibit G, Title VI Assurances attached as Exhibit H, WSDOT Standard Plans, 2010 WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction, Amendments to the Standard Specifications attached as Appendix A, contract Special Provisions attached as Appendix 6, FHWA 1273 attached as Appendix C, current Prevailing Wage Rates attached as Appendix D, Geotechnical Boring Logs attached as Appendix E, Construction Storm Water General Permit attached as Appendix F, 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 Mayor or his or her designee. 1.2 Completion Date. The Work shall be commenced within ten (10) calendar days from the date of receipt by the Contractor of the City's Notice to Proceed. The Work shall be completed City of Federal Way RFB # 11-102 I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION February 2011 Page 41 � � within eighty five (85) working days. 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". 1.3 Liquidated Damages. Time is of the essence of the Contrect. 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 wmplete 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 Where: LD = C = T = LD = 0.15C T Liquidated damages per working day (rounded to the nearest dollar). Original Contract amount. 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 pertorm the Work in a manner consistent with accepted practices for other properly licensed contractors. 1.5 Comaliance 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 Chanae 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 dec� 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 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. City of Federal Way I-5 SOVFHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 42 � � � � � � � � � RFB # 11-102 � February 2011 L_: �J � �J i If the Contractor intends to assert a claim for an equitable adjustment hereunder, it sha11, 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 Cqntract. 1.7 Work and Materials Omitted. The Contractor shall, when directed in writing by the City, 1 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. � � � � �J � ' , ' ' � ' 1.8 Utility Location. Contractor is responsible for locating any underground utilities affected by the Work and is deemed to be an excavator for purposes of Chapter 19.122 RCW, as amended. Contractor shall be responsible for compliance with Chapter 19.122 RCW, including utilization of the "one call" locator system before commencing any excavation activities. 1.9 Air Environment. Contractor shall fully cover any and all loads of loose construction materials including without limitation, sand, dirt, gravel, asphalt, excavated materials, construction debris, etc., to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City of Federal Way. 2. TERM This Contract shall commence on the effective date of this Contract and continue until the completion of the Work, which shall be no later than eighty five (85) working days to complete, and the expiration of all warranties contained in the Contract Documents ("Term'�. 3. WARRANTY 3.1 Requisite Skill. The Contractor warrants that it has the requisite skill to complete the Work, and is appropriately accredited and licensed by all applicable agencies and governmental entities, including but not limited to being registered to do business in the City of Federal Way by obtaining a City of Federal Way business registration. Contractor represents that it has visited the site and is familiar with all of the plans and specifications in connection with the completion of the Work. 3.2 Defective Work. The Contractor shall, at its sole cost and expense, correct all Work which the City deems to have defects in workmanship and material discovered within one (1) year after the City's final acceptance of the Work as more fully set forth in the General Conditions of the Contract. This warranty shall survive termination of this Contract. Conducting of tests and inspections, review of specifications or plans, payment for goods or services, or acceptance by the City does not constitute waiver, modification or exclusion of any express or implied warranty or any right under this Contract or law. City of Federal Way I-5 Southbound 320 Off Ramp Channelization RFB # i 1-i02 February 2011 , Page 43 4. COMPENSATION 4.1 Total Compensation In consideration of the Cc�ntractor pe�formir�g the Work the City � 111�C" �ru� i j�l�t�+SrJ�r r agrees to pay the Contractor an amount not to exce�"�,�_�4�_�, _�-,-,.,:, �������j,t�-fi,.,,, a�,id �'1J100 Dollars ($ ��+�`��.��21,`��, which amount shall constitute fuil and complete payment `6y� 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 wiN be paid based upon the final estimate made by the Engineer and signed by the Contractor. Payment to the Contractor for partial estimates, final estimates, and retained percentages shall be subject to controlling laws. 4.5 Retainaae. Pursuant to Chapter 60.28 RCW, five percent (5%) of the Total Compensation shaA be retained by the City to assure payment of Contractor's state sales tax as well as payment of subcontractors, suppliers and laborers. Upon execution of this Contract, Contractor shall complete, execute and deliver to the City the Contractor Retainage Agreement attached hereto as Exhibit "C" or execute the Retainage Bond attached hereto as Exhibit "D". No payments shall be made by the City from the retained percentage fund ("Fund'� nor shall the City retease any retained percentage escrow account to any person, until the City has received from the Department of Revenue a certificate that all taxes, increases, and penalties due from the Contractor and all taxes due and to become due with respect to the Contract have been paid in full or that they are, in the Department's opinion, readily collectible without recourse to the State's lien on the retained percentage. Upon non-payment by the general contractor, any supplier or subcontractor may file a lien against the retainage funds, pursuant to Chapter 60.28 RCW. Subcontractors or suppliers are required to give notice of any lien within forty-five (45) days of the completion of the Work and in the manner provided in RCW 39.08.030. Within sixty (60) days after completion of all Work on this Contract, the City shall release and pay in full the money held in the Fund, unless the City becomes aware of outstanding claims made against this Fund. City of Federal Way I-5 Southbound 320 Off Ramp Channelization Page 44 , ' � ' � C � � � � , ' ' � RFB # 11-102 , February 2011 ' � �' � � L '1 � � � � 5. EQUAL OPPORTUNITY EMPLOYER In all Contractor services, programs or activities, and all Contractor hiring and employment made possible by or resulting from this Contract, there shall be no discrimination by Contractor or by Contractor's employees, agents, subcontractors or representatives against any person because of sex, age {except minimum age and retirement provisions), race, color, creed, national origin, marital status or the presence of any disability, including sensory, mental or physical handicaps, unless based upon a bona fide occupational qualification in relationship to hiring and employment, advertising, layoff or termination, rates of pay or other forms of compensafiion, and selection for training, including apprenticeship. Contractor comply with and shall not violate any of the terms of Chapter 49.60 RCW, Title VII of the Civil Rights Act of� 1964, the Americans With Disabilities Act, Section 504 of the Rehabilitation Act of 1973, 49 CFR Part 26, or any other applicable federal, state, or local law or regulation regarding non-discrimination. Any material violation of this provision shall be grounds for termination of this Contract by the City and, in the case of the Contractor's breach, may result in ineligibility for further City agreements. If this project involves federal funds including USDOT funds administered by WSDOT, the contractor agrees to the clauses contained in Exhibit.H. 6. INDEPENDENT CONTRACTOR/CONFLICT OP 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 �ty 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 comp{eted and accepted by the City bears to the Total Compensation. City of Federal Way I-5 SOiJTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 45 RFB # 11-102 February 2011 � � 7.2 Termination For Cause. The �ty may immediately te�rninate 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 Mayor or his or her representative. (10) If Contractor shall be in breach or violation of any term or provision of this Contract, or (11) If the Work is not being performed pursuant to RCW 49.28.050 or 49.28.060. 7.3 Result of Termination. In the event that this Contract is terminated for cause by the City, the City may do any or all of the following: (1) 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. (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. � � � � � � � �� � � City of Federal Way RFB # 11-102 I-5 SOUTHBOLTND 320TH ST OFF-RAMP CHANNELIZATION February 2011 � Page 46 � � (4) Remedies Not Exclusive. No remedy or election under this Contract shall be � deemed an election by the City but shall be cumulative and in addition to all other remedies available to the City at law, in equity or by statute. 8. INDEMNIFICATION �' � � 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 attomey 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 Indemnifrcation. 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' mmpensation and employer's liability insurance in amounts su�cient pursuant to the laws of the State of Washington; � � (2) Owners and Contractors Protective Insurance providing bodily injury and property damage liability coverage with limits of $3,000,000.00 per occurrence and in the aggregate for each policy period, written on Insurance Services Office (ISO) form CG0009 together with Washington State Department of Transportation Amendatory Endorsement No. CG 29 08, specifying the Sate of Washington and the City of Federal Way as named insureds. (3) Commercial general liability insurance with combined single limits of liability not less than $3,000,000 for bodily injury, including personal injury or death, products liability and property damage. (4) Automobile liability insurance with combined single limits of liability not less than $2,000,000 for bodily injury, including personal injury or death and property damage. � City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 47 RFB # 11-102 February 2011 � � (5) If any structures are involved in the Contract, the Cantractor shail 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 additionat 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 "oaurrence" form as opposed to a"claims made" or "ciaims paid" form. 9.3 Verificat'ion. Contracfor 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. 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. City of Federal Way I-5 SOUTHBOUND 320T'H ST OFF-RAMP CHANNELIZATION Page 48 � RFB # 11-102 February 2011 � � � �. � � � 10. PERFURMANCE/PAYMENT BOND Pursuant to RCW 39.08.010, Contractor shall post a Performance/Payment Bond in favor of the City, in the form attached to this Contract as Exhibit "G" and incorporated by this reference, in a dollar amount satisfactory to the City; to guarantee Contractor's performance of the Work to the City's satisfaction; to insure Contractor's performance of all of the provisions of this Contract; and to guarantee Contractor's payment of all laborers, mechanics, subcontractors and material persons. Contractor's obligations under this Contract shall not be limited to the dollar amount of the bond. 11. 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. � 12. PREVAILING WAGES 12.1 Wages of Employees. This contract is subject to th� minimum wage requirements of Chapter 39.12 RCW and Chapter 49.28 RCW (as amended or supplemented). On Federal-aid projects, Federal wage laws and rules also apply. The Hourly minimum rates for wages and fringe benefits are listed in Appendix B. When Federal wage and fringe benefit rates are listed, the rates match those identified by the U.S. Department of Labor's "Decision Number" shown in Appendix B. The Contractor, any subcontractor, and all individuals or firms required by Chapter 39.12 RCW, Chapter 296-127 WAC, or the Federal Davis-Bacon and Related Acks (DBRA) to pay minimum prevailing wages, shall not pay any worker less than the minimum hourly wage rates and fringe benefits required by Chapter 39.12 RCW or the DBRA. Higher wages and benefits may be paid. When the project is subject to both State and Federal hourly minimum rates for wages and fringe benefits and when the two rates difFer for similar kinds of labor, the Contractor shall not pay less than the higher rate unless the state rates are specifically preempted by Federal law. The Contractor shall ensure that any firm (Supplier, ManufaCturer, or Fabricator) that falls under the provisions of Chapter 39,12 RCVU because of the definition "Contractor'' in Chapter 296- 127-010 WAC, complies with all the requirements of Chapter 39.12 RCW. City of Federal Way I-5 SOUTHBOiJND 320TH ST OFk'-RAMP CHANNELIZATION Page 49 RFB # 11-102 February 2011 � � 12.2 Exemptions to Prevailing Waae. The prevailing wage requirements of Chapter 39.12 RCW, and as required in this Contract do not apply to: (1) Sole owners and their spouses; (2) Any partner who owns at least 30% of a partnership; (3) The President, Vice President and Treasurer of a corporation if each one owns at least 30% of the corporation. 12.3 Reporting Requirements. On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the Engineer the following for itself and for each firm rnvered 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 Che 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 "A�davit of Prevailing Wages Paid," State L&I form number F700-007-000. The C'�tyr 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 Dis utes. 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 Gty 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. PAILURE 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 �ty 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 pl�ns, sketches, layouts, designs, design specifications, records, files, computer disks, magnetic media, all finished or unfinished documents or material which may be produced or modified by Contractor while performing the Work shall become the property of the City and shall be delivered to the City at its request. � � � � ,� City of Federal Way RFB # 11-102 I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION February 2011 � Page 50 � i� 15. CONFIDENTTALITY �' Any records, reports, information, data or other documents or materials given to or prepared or assembled by the Contractor under this Contract will be kept as confidential and shall � not be made available to any individual or organization by the Contractor without prior written approval of the City. 16. BOOKS AND RECORDS The Contractor agrees to maintain books, records, and documents which sufficiently and � properly reflect all direct and indirect costs related to the performance of this. Contract and such accounting procedures and practices as may be deemed necessary by the �ty to assure proper accounting of all funds paid pursuant to this Contract. These records shall be subject af all � reasonable times to inspection, review or audit by the City, its authorized representative, the State Auditor, or other govemmental officials authorized by law to monitor this Contract. 17. CLEAN UP At any time ordered by the Ciry and immediately afiter completion of the Work, the Contractor shall, at its own expense, clean up and remove all refuse and unused materials of any kind resulting from the Work. In the event the Contractor fails to perform the necessary clean up, the City may, but in no event is it obligated to, perform the necessary clean up and the costs thereof shall be immediately paid by the Contractor to the City and/or the City may deduct its costs from any remaining payments due to the Contractor. 18. CONTRACTOR AND SUBCONTRACTOR RESPONSIBILITY: ■ 18.1 Contractor Verification. The Contractor verifies that it has a certificate of registration with the State of Washington; has a current state unified business identifier number; is not � disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); has industrial insurance as required by Title 51 RCW, if applicable; has an employment security department number as required in Title 50 RCW, if applicable; has a state excise tax registration number as required in Title 82 RCW, if applicable; possesses a valid electrical contractor license as �`' required by chapter 19.28 RCVI/, 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 submntracts, 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 regard(ess of tier. � 18.3 Subcontractor Verification. At the time of subcontract execution, the �ontractor 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 oc 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 City of Federal Way RFB # 11-102 � I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION ' February 2011 Page 51 � � Washington Employment Security Department number, as required in Title 50 RCW, if applicable; A Washington Department of Revenue state excise tax registration number, as required in Title 82 � RCVU, if applicable; An electrical contractor license, if required by Chapter 19.28 RCVV, if applicable; An elevator contractor license, if required by Chapter 70.87 RC1N. 19. GENERAL PROVISIONS 19.1 Entire Contract. The Contract Documents contain all of the agreements of the Parties y� 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 Contrador shall not transfer or assign, in whole. or in part, any or all of its obligations and rights hereunder without the_ prior writtem m�sent 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 Suaessors 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 t 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 �ty to declare one breach or default does not act as a waiver of the Cty's right to declare another breach or default. 19.8 Governing Law. This Contract shall be made in and shall be governed by and interpreted in accordance with the laws of the State of Washington. . 19.9 Authori . Each individual executing this Contract on behalf of the City and Contractor represents and warrants that such individuals are duly authorized to execute and deliver this Contract on behalf of the Contractor or City. 19.10 Notices. Any notices required to be given by the City to Contractor or by the � Contractor to the City shall be delivered to the Parties at the addresses set forth below. Any notices may be delivered personally to the addressee of the notice or may be deposited in the 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. City of Federal Way RFB # 1 I-102 I-5 SOUTHBOLTND 320TH ST OFF-RAMP CHAN1�iELIZATION February 2011 '� Page 52 � � 19.11 Ca tions. The respective captions of the Sections of this Contract are inserted for convenience of reference only and shall not be deemed to modify or otherwise affect in any respect any of the provisions of this Contract. � �` 19.12 Performance. Time is of the essence of this Contract and each and all of its provisions in which performance is a factor. Adherence to completion dates is essential to the Contractor's performance.of this Contract. 19.13 Compliance with Ethics Code. If a violation of the City's Ethics Reso{ution 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. City of Federal Way I-5 SOUTHBOLTND 320TH ST OFF-RAMP CHANNELIZATION Page 53 RFB # 11-102 February 2011 19.14 Conflictin4 Provisions. In the event of a conflict between the terms and provisions of any of the Contract Documents, the Mayor or his or her designee shall issue an interpretation of the rnntrolling document, which interpretation shall be final and binding. DATED the day and year set forth above. CITY OF FEDERAL WAY By: Skip Priest, ayor 33325 8th Avenue South Federal Way, WA 98003-6325 ATTESf: i ' City Clerk, Carol McN illy, C APPROVED AS TO FORM: ��..� � � � City Attorney, Patricia A. Richardson City of Federal Way I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION Page 54 RFB # 11-102 February Z011 !` R' ,� ��� � � � � L' � � � � � _ � By: -�" (Signature) ��','��C,I Ce:�� �l�'1C �'lCi,�(5��� (Name) " ��C' � �cx � �r_ ►�C [Individual Notaryj C�P ,TE OF WASHINGTON ) ) ss. 1MY ) (i.i kti% i�� i. i�, A``I� I��•- �'����; (Address) �4:�3 —�.�� 1 ��U U � (Phone} On this day persona peared before me, , to me known to be the individua cribed in and who executed the foregoing instrument, and on oath swore that he/she/they execute e foregoing instrument as his/her/their free and voluntary act and deed for the uses and purposes ein mentioned. GNEN my hand and official seal this �� day of r� [Cbrporate Notary] 5TATE OF WASHINGTON ) , ) ss. COUNTY OF ) (typed/printed e of notary) Notary Public in and for the te of Washington. My commission expires On this day personally appeared before me r �C�-• ' t� �"�'l tt `� � to me known to be the C'�t1�r�Y��.C-i�i��`) l��(k:�`� ��v'- of �'�+ "�� C that executed the foregoing instrument, and acknd Idv edged 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 thatt h�/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. GNEN my har�{.��1`� ���S this-� � day of 7��� , ZoL/. � �. ` ��...a���q�� ' 7 �// . ; � � ,/a = O� N F�1'p���� �/� Q Til._ i � O� _ � C � � ,, � ! �' 1Y � ;� - • - ; 2 S (typed/printed name of notary) � ' � '' Notary Public in and for the State of Washington. � . p � =0.. �,Ny�a,,,s� 29�1�;���" My commission expires ��'o� � /o� City of Federal Wa���� c�p A c�1►���� RFB # 11-102 I-5 SOLJTHBOLTND 320T��S�,�ry�P CHANNELIZATION February 2011 Page 55 � �� � � � � !� � � � �'. � �,: :. . � :,, , , � �� [ t.�. � . . . . � 44 �`�� 1 � <. �� ��� a . 1 1 . �` . A � ,�.?.� r ._. �•' . � � .. . 'E Y� . f � .. �E��f�r �. � � i �-� � � �.? � (' ,� - . � City of Federal Way �''s,.. ��"" �•�� 1 ;��� I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION ✓yr 'r- �� ��, ;�'`� ��iilsl�t,;; , - Page 56 � � � I � I RFB # 11-102 February 2011 � � Email or MaiI to both: wasnio9ton s�e . � wasni�geon staee � Department of Revenas 3� � Y Y DeparFmeM of Labor and Industries . �� PubEic Works S�ction �:� = Contract Release - PO Box 47474 *��,�� PO Box 44274 Olympia WA 98504-7474 Olympia, WA 98504-4272 FAX (360�64-4759 FAX (360p902-SS9T PWC(o�dor.wa.gov - ContraciRelease�lni.wa.gov N4TICE OF COMPLETION OF P�LIC W(�RKS CONTRACT Contractor's UBI Number: . - Date: 0�` FEDEBAL VF7AY 8TH AVENUE S. [tAL WAY, WA 98003 � A.ssigned: Assigned to: ,Notice is hereby given relative to the completion of contract or project described below Project Name � Contract Number Job Order Cantracting _ ❑ Yes ❑ No Descaripbion of Work•Done/Inclnde Jobsite Address(es) � Contractor's Name � Telephone Number Conh�actor Address If Retaivage is Bonded, List 5urety's Name {or attach a copy) Surety Agent's Address ate Contract Awarded Date Work Commenced , Date Work Completed Date Work Accepted lY _ ._.a. A _ � � .. . . . . . � . . � . . . . . <:VlllLQGI t1111VU.LiL. � � � . � . . - . . . . � Additions ( + } $ Liquidated Damages $ Reductions ( - ) $ Amount Disbursed $ . Sub-Total $ Q00 A�mount Retained $ .Axn�ount af Sales Tax Paid at 0.000% {if various raies aPP�F, Plrase send a breakdown) $ T4TAL $ 0.00 TOTAL $ 0.04 NaTEr These two totals must be er�ual Piease List al� Subcontractors Below: Subcontractor's Nam�: ` UBI Nu�mber: .A�££idavit ID(i.f known) .... --•� .: , . >_ __ . . ....` _ _ �, - = Cit� of Federal. Way I-5 SOUTHBQUNL) 320TH OFF-RAMP C�IA.NNEI.IZ.q3TON ' Page 57 � � . RFB # I1-102 ' February 20I1 Please List all Snbcontractors Below: Subcontractor's Name: UBI Number: � Affidavit II3 (if known) City of Federal Way , RFB # 11-IO2 I-5 SOUTHBOLTND 32OTH OFF-RAMI' CHANNELIZ.ATTON February 2011 Page 58 � � � � � Contact Name: � Title: Email Address: ' Phone Number: Note: The Disbursing Off cer must submit this completed notice immed'zately aftei acceptance of the work done under this contract. NO PAYMENT SHAT.L BE MAIIE FROM RETAINED FUNDS u�atil receipt of all release certificates. Sabmitting Form: Please submit the completed fonm to botb DOR & I.&I. DOR will forwazd copies of tUe form to Employment Security. EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE PROJECT TITLE SUMMARY OF PROPOSED CHANGES: CONTRACTOR The time provided for completion in the Contract is ❑ Unchanged ❑ Increased ❑ Decreased by Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change�Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ❑ No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No 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 City of Federal Way RFB # 11-102 I-5 SOUTHBOLTND 320TH OFF-RAMP CHANNELIZATION February 2011 Page 59 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 standa�d specifications, the contract plans, and the special provisions goveming the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT CONTRACTOR *Adjustments: $ $ � � DIRECTOR OF PARKS, PUBLIC WORKS, & EMERGENCY MANAGEMENT City of Federal Way I-5 SOUTHBOUND 320TH OFF CHANNELIZATION Page 60 DATE DATE RFB # 11-102 February 2011 ' � � EXHIBIT C CONTRACTOR'S RETAINAGE AGREEMENT City of Federal Way Bid/Contract Number 33325 8th Avenue South PO Box 9718 Federal Way, WA 98063-9718 253-835-7000 IDENTIFICATION D DESCRIPTION Project Titl Contractor ' ,� Representative Bid No. /D Date Administering Department City Representative Funding Source Project Authority RETAINAGE FORMULA In accorctance with applicable State Statutes, the foliowing provisions will be made for the disposition of the retainage held for investment: i. All investments selected below are subject to City approval. 2. Retainage under this agreement will be held in escrow by the (referred to herein as the Bank), the terms of which are specified by separate escrow agreement. The cost of the investment program and the risk thereof is to be borne entirely by the contractor. � 3. The final disposition of the contract retainage will be made in. accordance with applicable statutes. CONTRACTOR'S INSTRUCTIONS Pursuant to RCW 60,28.010 I hereby notify the City of Federal Way of my instructions ❑ to invest�ot to invest the retainage withheld under the terms of this contract. If the investmen option is lected, please provide the following information: 1�� ��,. D Name of Bank, Mutual� Fund, or Savings & Loan Association: ��� Address: Account #: Fed ID #: � � � — y/ City of Federal Way �( I-5 SOUTHBOiJND 320TH OFF-RAMP CHANNELIZATION � � Page 61 CITY APPROVAL Approval of Investment Program and Retainage Agreement CERTIFICATION FOR RELEASE OF CONTRACT RETAINAGE Contract No. Project Title: Contact Person: Date: Title: Phone: Est. Completion Date: _ Finance Director Date I hereby certify, as Contract Administrator for this Contract representing the City of Federal Way, that all work required by the above cited contract was completed on and final acceptance by the Ciry was granted on . I also certify that no liens have been received within 30 days from the above date from any person, persons, mechanics, subcontractors or materialman who has performed any work or provided any material of subject contract. Contract Administrator Director of Administering Department RFB # 11-102 February 2011 � Also, please find attached certificadons by the applicable state agencies of the receipt of: 1) Washington State Business Taxes (Washington State Dept. of Revenue); 2) Industrial Insurance Premiums (State Dept. of Labor & Industries); and 3) Employment Security, Unemployment Insurance Premiums (State of Washington Employment Security Dept.) City of Federal Way RFB # 11-102 I-5 SOUTHBOIJND 320T'H OFF-RAMP CHANNELIZATION � February 2011 Page 62 BOND NO. 09052824 EXHIBIT D RETAINAG� BOND TO CITY OF FEDERAL WAY i-� SOUTHBOUND 320�" OFF I2AMP CHANNELYZATION KfVOW Af.L PERSONS 8Y THESE PRESEM that we, the undersigned, ICON Mater3als f dba Qf CPM Dev . Corp .�, as principal ("PrinclPaf"�, and Fidelity e os�r f Mar land a CoEpora6on organized and existing under the laws of the State of Marv and . as a surety Corparation, and qualified under the (aws of the State of Washingfion to become surety upan bonds of Contra�tors with Mun9cipal Corporations, as sut�ety {"Surety'�, are jointly a»d severalfy held and firmly bonded to the Gty Of Federal Way {"Gty"} in the pen81 sum of�e Handred thirt o rhousand, nine hu��red $131, 9 71. 38 ..) fnr the payment of which sum we bind ou v n ur successors, heirs, administrators or personal representatives, as the case rnay be, A. This obligation is entered inro in pursuant to the statutes of tfie Stabe of Washington and the ardinances, regulations, standards and poticies af the C[ty, as now existing or hereaRer amended or adopted. B, Pursuant to proper authoriza�on, the Mayor is authorized to enter into.a certain contract with the Principal, pro�iding for the RFB 11-102 Project, which contract is incorporatect herein by thfs reference ("ContracY?, and C. Pursuant to State law, Chapter 60.28 RCW, tfie City is required to reserve from the monies earned by the Pr(ncipal pursuant #o the contratt, a sum nnt to exceed five percent {5°�}, said sum to be retalned by the qty as a trust fund for the protecUon and payment vf any person or personS, mechanic, subcontractor or materialmen who sha9 perform any labor apon such contract or the daing of such worlc, and all persons who shall supp[y such person or persons or subcor�tractors with provlslons and supplies for the �arrying on of such work, and the Sta#e wttti the respect to taxes impnsed pursuanC fio 'i'itle 82 RCW which may be due from said Principal. Every person performing labor or fumishfng supplies towards corr�pletiart of said improvement or work sha[I have a lien on said monies so resQrved, pravid�i that such not�ce af #he lien of such cla9rnant shal! be given in the manner and wfthin the dme provided in RCW 39.�8.030 as now eacisting and +n accordance wlifi any amendments that may heceafter be provided thereto; and p, SEate law further pravides that wi[h ttie consent of the City, the Principal may submit a band far all or any portion of the arraunt of funds retafned by the puhlic body [n a form acceptabEe to the public body conditioned upon suc� bond any proceeds therefrom being made subjert to afl claims and liens and in the sarr►e manner and priority as set forth retained percentag�s pursuant to ChapCer 6Q.28 RG1N; and E. Tf►e Principai has accepted, ar Is about to accept, the Contract, and undertake to perform the work therein provided for in the manner and within the time set forth, far tF►e amount of $Z � 639 427 . 42 ; anci �. The �ty is prepared to reJease any required retalnage rnoney prevlously paid by the Principal prior to acceptance and successful operatfon and fuifillmenC of all other terms of sa�d conkract uport being indemnified by these presents, NOW, THEREFORE, if the Prfncipal shal( perform all the provisions of the Cont�ac# in the manner and within the time period prescribed by the Cty, or wlthin such extenslons of time as may be qranted under the Contrad, and shatl pay all laborers, mechani�s, subcontractors and materlal men or women, and all persons who shall supply the Princlpal or sutfcontractors wlth provtslons aod sunplies for the carrying on of said work, aod if the Prinupal shall pay Yo the State aq #axes fmposed pursuant to Title 82 RC4V whlch may be due from such Principal as a result of this contract then and in tne event this obli�tion shall be votd; buE otherwise it shafl be and remafn In fu[I force and efFect. And the Surety, for value recetved, hereby further stipulates and agrees that qo change, extension of time, alteration or addition to the terms of the. Contract or to the work to be performed thereunder or the specificatlons accompanying the same shall in any way affect its obligation on this bond, and �t dogs here�y waive notice of any change, extension of time, alteratior�s or additions ta the terras af the Contract or to Che WoTk. The Surery hereby agrees that modifications and changes may be made in the terms and provtsions of fhe Contract without natice to Surety, and any such modifications or changes lncreasing the total amount to be pafd the City of Federal Way RFB # 11-102 I-5 50UITiBOLJNU 320TH OFF-RAMP CHANNELIZA"FION FCbI t18ry 20I 1 Page b3 Page 67 Exhibit D Retainage Bond to Gity of Federai Way Prov�ded to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.b7cwa.com - Always Verify 5cale Prin�ipal shall autornatically increase the obligation of the Surety on th�s Retainage Bond In a flke amount, such increase, however, nnt to Pxceed twenty-flve percent (25%) of the orlglna[ amount of thls bond without conser►t of the 5ureky. CURPQF2J#lE SEAL: , ,::���� �,����t�� ,, °:. �� � . , ���;,�,��. �.� �� % ; � ' �., .' . , �� � • , J � � f �. t �, •I { . . f ' ' � t � � . .A.P �� �K� r � ��;. �� � 1 1 � � ' S 11 � k �"�. 4 � ; + ,5.�� S ' � . . ;t �• �„ �a �, ' ` � � ��.• � � ; � � + M' +0. .� � .��, �� _ ��^ t �r, . � ��'. �"�•� _ r.r .�� . � , + k `� A �'Y:. ' , � � �1 l��' �• \*.' . . I .ry } /����:��� �>> _.�.,. . � r / 1 fll��ilitt�� '.. �� . : k ? � , � �s � �� `' ,�,' � 1� "," y «�. , � �1¢ n (� L ( � Y�xz ��' � : , �,.� M;.� � \ i +�' �9 rf \ T, y t�tti7 �' �. O y � . yr �� � i4. �. � � . � �- A �. )>. , t t"� "} s � � � e ` . � � � � � . L y,� � �� ` t� . j . � �n �F r'�.�fr�'��" L� � �w�t f Within forty-f'EVe (45) days of receivirtg rtotice that the Principal has defaul�ed on ali or part af the terms of the Contrad, the Sucety shall make written com�(tment tn the City thak it will efther; (a) cure the default ikselE wlthin a reasonable time period, or (b) tender to the City, the amount necessary Far the City to remedy khe default, intluding legal fees incurred 6y the Gty, or (c) in the event that Surety's evaluatfon of the dispute is not complete or in the event the Surety dlsputes the City.'s claim of default, the Surety shall notify #ie C4ty of its finding and its intent, if any, tn Interplead. "fhe Surety shall then fufHll its obligatlons under this t�ond, according to the aption it has elected. Should Surety etect option (a) M cure ti�e defauft, the penal sum of the Bond shall be reduced ln 8n amount equal to the costs actuaHy incuned by the Surety in curtng the deFautt If the Surety e[ects option (b), then npon compledon of the necessary work, the City shall notify the Surety of fts actuat costs. The Gty shall return, w(thout Enterest, any overpayment made byr the Surety and the Surety shall pay to �e City any actual costs which exceed the C[ty essttmmate, I[mited to the bond amount. Shouk! the.5urety �ect option (c), the Parties�shall first complete participation in mediation, described in the belaw paragraph, prioc to any interptead actlon. In the evenfi a dtspute should arfse between the Partles to this Bond with resp�ct to the Cit}�s decfaration oF default by the Principal, the Parties agree to parEkipate in at least -fou� hours of rnediaUon In accordance with the mediatlon procedures aF United Stat� Arbitratfon and Medlation {"USA&M'�. The Parties shall prnportlonately share in the cost of the mediation. The mediation shalf be admfnfstered by the Seattle USA&M offlce, 4300 Two Union Square, b01 Union Street, Seattle, Wasi�ingtan 98101-2327. The Surety shall not interplead prinr to completfon oF the r�►ediatlon. The pdrties ha�e execa�ted this instrument under their separate seals this 4TH �ay of MAY 20J the name and corporate seai oF each corporate party hereto afFixed, and [hese presents duly signed by its under5lgned representatives pursuant to authority of its governing hody. pRINCIpALICON Materials {dba of CPM Development Corp.) By: C�' , ar e sen �� Division Manager Address: ICON Materials PO Rox 8$450 Tukwila, WA 9�3138-2050 SURETY FIDEL�TY AND DEPOSIT COMPANY OF MARYLAND S - act ch Powex of A _ � Title: TINA DAVIS, ATTORNEY-IN-FACT Addl'ess: � 5' W. SOUTH TEMPLE, STE. 700 ""� � 4 , d �� O ;, � ���^�: i., �► ��'-,' � �'�v��Yl r� � � xt� `i �"'� SALT LAKE CITY, UT 84101 City of Federal Way I-5 SOUTHBOUND 320TH OI•'F-RAMP CEIANNFLIZATTON Page G4 RFB # 11-102 February 201 I Page 68 Provided #o Buiiders Exchange of WA, Inc. For usage Conditions f\qreernent see www. bxwa.com - Always Verify Scale CERIIFICATE5 AS TO CORPORATE SEAL General Manager I hereby certify that F am th�(�s51'stant�"�Cr�taYy of the Corporatfor� named as. Principai in the withln bond; thatB.E. Hariehausen � who signed the 5afd bond on hehalf of the Prindpal, was Construction Divzsion Ningr, of �id Corporation; that I know his or her 53gnalure therelo Is genuine, and that sa[d bond was dufy signed, sealed, aixi attested for and in behaif of said Corporation by authority of its goveming body. _... � ,---' `� C�iL�ia' ��'`�• -�ec-�e�aPy-e���-Seeret-�rq�- General Manager I hereby certify that I am the (Assistant) Secretary of the Carporation named as S�rety in the within bond; that who signed the said bond on behalf of the Surety, was of the said Corporatlon; that I knaw his or her signature thereto is genutne, and that said 6ond was duly signed, sealed, and attested for and in behaiF of said Corporadon by authority of its governing body. Secretary of Assistant Secretary APPROVED AS Tfl FOR�1: i� � � Patricfa A. Rithardson, Gty Attorney City of Federal Way � RFB # 1 l-102 I-5 SOUTHBOUND 320TI� OFF-RAMP CHANNELIZATION Febntary 2011 Page 65 Page 69 Provided to Builders Exchange of WA, lnc. For usage Conditions Agreement see w�nrw. bxwa.com - Always Verify Scale SURETY ACKNOWLEDGMENT STATE OF UTAH } COUNTY OF SALT LAKE } SS On this 4TH day of MAY, 2011, before me personally came TINA DAVIS to me known, who, being by me duly sworn, did depose and say that she is an Attorney-In- Fact of FIDELITY AND DEPOSIT COMPANY OF MARYLAND the corporation described in and which executed the within instrument; that she knows the corporate seal of said corporation, that the seal af�xed to the within instrument is such corporate seal, and that she signed the said instrument and affixed the said seal as Attorney-In-Fact of the Board of Directors of said corporation and by authority of this office under the Standing Resolutions thereof. � Public /�I�IpS�Y GATE� iVr;��ry Public - Sta�e of Utah Cor.rmission NE�mber: 576343 �y Commission Expires Oct. 15, 2012 Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by WILLIAM J. MILLS, Vice President, and GREGORY E. MURRAY, Assistant Secretary, in pursuance of authority granted by Article Vl, Section 2, of the By�-Laws of said ny, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the d ereby nominate, constitute and appoint Tina DAVIS, Jeanna ROMERO and Lisa HA y �`�1 C' h, EACH its true and lawful agent and Attorney-in-Fact, to make, execute, seal and ��f�its ° d as its act and deed: any and all bonds and undertakings, and the exec p� s o i ' rsuance of these presents, shall be as binding upon said Company, as ful a� inte s , s if they had been duly executed and acknowledged by the regularl e� e t't ice in Baltimore, Md., in their own proper persons. This power of attor th e VIS, Jeanna ROMERO, dated February 2, 2010. The said Assistant� at the extract set forth on the reverse side hereof is a true copy of Article VI, Secfion 2, of the By- ° any, and is now in force. IN WITNESS W R OF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 19th day of July, A.D. 2010. ATTEST: ' �p 9fPOS� ti ���'f o 0 J wY� � W w a � �� � �' M,..,� State of Maryland l SS: City of Baltimore J FIDELITY AND DEPOSIT COMPANY OF MARYLAND Gregory E. Murray Assistant Seeretary t'����=����C''NI✓ t � �'���✓�� ! /� %[� ��.�r/ (f� ��'�:`' � ,/i By. , William J. Mills Viee President On this 19th day of July, A.D. 2010, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came WILLIAM J. MILLS, Vice President, and GREGORY E. MURRAY, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly aftixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. �i� \I � i' r ��i ���" � � � �T ��i ` 1:C�1/ •.�'': . , �c ��,'�� ; �-i,� <,,, t : : �'t• t �c> ,:;,G�;" G ���iir��ii+� �,�� �. � Maria D. Adamski Notary Public My Commission Expires: July 8, 2011 POA-F 020-8022 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concunence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instivments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the lOth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company, this 4TH day of M�Y , 2011 �� /J ��""" T , Assistant Secretary � � i' EXHIBIT D RETAINAGE BOND TO CITY OF FEDERAL WAY I-5 SOUTHBOUND 320'�' OFF RAMP CHANNELIZATION KNOW ALL PERSONS BY THESE PRESENTS that we, the undersigned, as principal ��PrincipaP�, and � . a Corporation organized and existing under the laws of the State of , as a surety Corporation, and qualified under the laws of the State of Washington to become surety upon bonds of Contractors with Municipal Corporations, as surety ("Surety'�, are jointly and severally held and firmly � bonded to the City of Federal Way ("City'� in the penal sum of: ($ ) for the payment of which sum we bind ourselves and our successors, heirs, administrators or . personal representatives, as the case may be. � � I�� � A. This obligafion is entered into in pursuant to the statutes of the State of Washington and the ordinances, regulations, standards and policies of the City, as now existing or hereafter amended or adopted. 8. Pursuant to proper authorization, the Mayor is authorized to enter into.a certain contract with the Principal, providing for the Project, which contract is incorporated herein by this reference ("Contract'�, and C. Pursuant to State law, Chapter 60.28 RCW, the City is required to reserve from the monies earned by the Principal pursuant to the contract, a sum not to exceed fNe percent (5%), said sum to be retained by the City as a trust fund for the protection and payment of any person or persons, mechanic, subcontractor or materialmen who shall perform any labor upon such contract or the doing of such work, and all persons who shall supply such person or persons or subcontractors with provisions and supplies for the carrying on of such work, and the State with the respect to taxes imposed pursuant to Titie 82 RCW which may be due from said Principal. Every person performing labor or furnishing supplies towards completion of said improvement or wo�ic sha(I have a lien on said monies so reserved, provided that such notice of the lien of such claimant shall be given in the manner and within the time provided in RCW 39.08.030 as now existing and in accordance with any amendments that may hereafter be provided thereto; and D. State law further provides that with the consent of the City, the Principal may submit a bond for all or any portion of the amount of funds retained by the public body in a form acceptable to the public body conditioned upon such bond any proceeds therefrom being made subject to all claims and liens and in the same manner and priority as set forth retained percentages pursuant to Chapter 60.28 RCW; and E. The Principal has accepted, or is about to accept, the Contract, and undertake to perform the work therein provided for in the manner and within the time set forth, for the amount of $ ; and F. The City is prepared to release any required retainage money previously paid by the Principal prior to acceptance and successful operation and fulfillment of all other terms of said contract upon being indemnified by these presents, NOW, THEREFORE, if the Principal shall perform all the provisions of the Contract in the manner and within the time period prescribed by the City, or within such extensions of time as may be granted under the Contract, and shall pay all laborers, mechanics, subcontrectors and material men or women, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work, and if the Principa! shall pay to the State all taxes imposed pursuant to T�le 82 RCW which may be due from such Principal as a result of this contract then and in the event this obligation shall be void; but otherwise it shall be and remain in full force and effect. And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any change, extension of time, alterations or additions to the terms of the Contract or to the Work. The Surety hereby agrees that modifications and changes may be made in the terms and provisions of the Contract without notice to Surety, and any such modifications or changes increasing the total amount to be paid the City of Federal Way I-5 SOITTHBOLTND 320TH OFF-RAMP CHANNELIZATION Page 63 RFB # 11-102 February 2011 � 1 Principal shall automatically increase the obligation of the Surety on this Retainage Bond in a like amount, such increase, however, not to exceed twenty-five percent (25%) of the original amount of this bond without consent of the Surety. Within forty-five (45) days of receiving notice that the Principal has defaulted on all or part of the terms of the Contract, the Surety shall make written wmmitrnent 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 Surery shall notify the City of its finding and its intent, if any, to interplead. The Surety shali then fulfili its obligations under this bond, accordi�g 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 tlie Surety in curing the default. If the Surery elects option (b), then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The Gty 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 paiticipation in mediation, described in the below paragraph, prior to any interplead action. In the event a dlspute should arise between the Parties to this Bond witfi respect to the City's declarafion of default by the Principal, the Parties agree to participate in at least four hours of inediation in accordance with the mediation procedures of United States Arbitration and Mediation ("USA&M'�. The Parties shall proportionately share in the cost of the mediation. The mediation shall be administered by the SeatNe USA&M office, 4300 Two Union Square, 601 Union Street, Seattle, Washington 98101-2327. The Surery shall not interplead prior to completion of the mediation. The parties have executed this instrument under their separate seals this day of 20� the name and corporate seal of each corporate party hereto afFixed, and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. CORPORATE SEAL: CORPORATE SEAL: PRINCIPAL By: Title: Address: SURETY By: Attomey-in-Fact (Attach Power of Attorney) Title: Address: � � � � `J �! � � � City of Federal Way RFB # 11-102 � I-5 SOiTTHBOUND 320TH OFF-RAMP CHANNELIZATION February 2011 Page 64 � � �ERTIFICATES AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within bond; that , who signed the said bond on behalf of the Principal, was of said Corporation; that I know his or her signature thereto is genuine, and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its goveming body. Secretary of Assistant Secretary I hereby certify that I am the (Assistant) Secretary of the Corporation named as Surety in the within bond; that , who signed the said bond on behalf of the Surety, was of the said Corporation; that I know his or her signature thereto is genuine, and that said bond was duly signed, sealed, and attested for and in behalf of said Corporatlon by authority of its governing body. Secretary of Assistant Secretary APPROVED AS TO FORM: Patricia A. Richardson, City Attorney City of Federal Way � RFB # 11-102 I-5 SOtTTHBOUND 320TH OFF-RAMP CHANNELIZATION February 2011 Page 65 i� � City of Federal Way I SOUTHBOUND 320TH OFF CHANNELIZATION Page 66 RFB # 11-102 February 2011 � � � � � � � �'� � ' 1 LJ ' � � � I� �_ 1 �I ' LJ � � � ' ' LJ ' City of Federal Way ' I-5 SOUTHBOLTND 320TH OFF-RAMP CHANNELIZATION Page 67 EXHIBIT E NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGAPIIZATIONS NONDISCRIMINATION IN EMPLOYMENT T0: AND TO: (Name of Union or OtganizationY +� � The undersigned currently holds contract(s) with `/� l� involving funds or credit of the City of Federal Way, Washington, or a) subcontract(s) ith 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 proyisions of the above contract(s) or subcontractor(s) and Executive Order 11246. Copies of this Notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment. Complaints may be submitted ta City of Federal Way 33325 8 Ave S Federal Way, WA 98003-6325 ICON Materials (dba o# CRM Development Corp.) � B. �. Harjehausen Construction Div Ma�ager (Contractor or subcontractor) ;�� 5�01/ Date RFB # 11-102 February 2011 1 City of Federal Way RFB # 11-102 I-S SOUTHBOUND 320TH OFF-RAMP CHANNELIZATION February 2011 Page 68 ' � ' ' t , ' EXHIBIT F CERTIFICATE OF INSURANCE This is to certify to the City of Federal Way, Washington, that the foliowing policies are in force for: ICON Materials Name of Insured Address _� Contract Title and/or 1. GENERAL LIABILITY of Job Corp.) A. Commercial, General Liability Insurance, Owners and Contractors Protective Insurance, and Business Automobile Liabiliry Insurance with limits of not less than: (1) Commercial General Liability Insurance with combined single limits of not less than Three Million and no/100 Dollars ($3,000,000.00) for bodily injury, including personal injury or death, products liability and properly damage. (2) Owners and Contractors Protective Insurance providing bodily injury and property ' damage liability coverage with limits of Three Million and no/100 Dollars $3,000,000.00 per occurrence and in the aggregate for each policy period. ' � '� ' � ' �'.� C. (3) Business Automobile Liability Coverage (including any and all leased, owned, hired or non-owned vehicles used in any activities assaiated 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. 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 Liabili� ,� ���'�' `�%,,��. YES [�NO ❑ 4. Underground Damage, Collapse anc}:'�lasfifj�.,or,�lgsron YES [a'NO [� 5. Contractor's Protective �` `; =tg��� x �' "n:,�� �� �, YES [�NO ❑ 6. Personal Injury Liability (Libel, Sl�ln�er,� 6ef�� �i+�); [�NO ❑ 7. Products and Completed Operati�tn� : �, ' • . '�? '�YES NO ❑ 8. Non-owned and Hired Auto CoveAgQ =�,f��,'�,�, ";� �YES �NO ❑ 9. Mobile Equipment �' i���� �« 1 ,,, , �`'Z ��`� YES [�NO ❑ 10. - �i� .���` i ��� YES ❑ NO ❑ ✓ �� r '�/'it s / ���►�► General Requirements of Policy(ies) shall includ� �u� not be limited to: ' 1. City of Federal Way and the Washington Sate Department of Transportation are each an additional named insured by endorsement as respects this contract and such insuranEe as is carried by the contractor is primary. . ' ! � , � 2. In the event of non-renewal, cancelfation ar material change in the coverage provided, thirty (30) days written notice shall be fumished 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 I-5 SOLTTHBOUND 320TH OFF-RAMP CHAIVNELIZATION Page 69 RFB # 11- I 02 February 2011 � ' City of Federal Way Risk Manager, 33325 8th Avenue South, Federal Way, Washington 98003-6325. 3. City of Federal Way has no obligation to report occurrences unless a claim is filed with City of Federal Way or the Washington Sate Department of Tran,sportation; 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 respeci� 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. -�� I, SuSArd (�ul�I/2�- , hereby certify that I am an Authorized Representative of the above named insuranc ompany(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. � � � ___ � , � �, �� � Aut orized Repr ntativ � Subscribed and sworn to before me this s day of � , 20�. `` ������\\\1t���� ' .� � FtoTy ��, .;' /� _ ��.......,�,�� i ' v b��pN EXP��A���� �/�� ��-vt �d 7 � � �1/ � �'(/►R► �i! �b,� � ., ;_ � , Z� NOTARY PUBLIC in and for the ' � ' � = � � State of Washington �'%� pue� �`1r= 2 G� � My commission expires: ��9"/�- �ii� t �'�' +, hq6��2�``'��� `�'� = The undersigned further cef signed is his authorized insuran e representative. ��a11t►N�`����� �" �. ntractor S.E. Ha,.�._ City of Federal Way RFB # 11-102 I-5 SOLTTHBOUND 320TH OFF-RAMP CHANNELIZATION February 2011 Page 70 '� ' �_ � ' ' r-- �.J , � 0 � ' �I � , � ' � u ,'1 ,; , � ' � ' � ' � ' u � ' � CI C ' CJ ' 2. COMPENSATION INSURANCE The following'coverages are provided as indicated: A. Workman's Compensation Act of the State of Washin �, ton (Account No. �lX� /.7� y"O7� ) `I�� ��J ��� " - 0 B. United States L shore � n Harborworker's Compensation Act: YES ❑ NO ❑ �%8-�t � f'�tzu�t"y� -q-/-ao�� I, /� IPI/�� hereby certify that I am an Authorized Representative of the above named insuran e 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 Repre tative �i Subscribed and sworn to before me this S day of �» 20� �����,.��:������ ,���` pTH �����` , ��,...�.,���,,, � „- � ; `�N EXP/R�r����. /�i " "� : y� �PR Y ` 4 � Z % 5Ws'� � - ;� : � ;g = ,• v � � �%�v PUO ;` 2 = �/i �''�i��.. 6-Z'9,�� ��.: The undersigned further ��.�, �a� NOTARY PUBLIC in and for the State of Washington , My commission expires: �� ��/o�. is his authorized insur nce representative. � � � � Contractor F. F. Harjehausen City of Federal Way I-5 SOUTHBOLTND 320TH OFF-RAMP CHANNELIZATION Page 71 RFB # 11-102 February 2011 ' � ;.;5 . �� - , .... � . . .. .. : r�� L /C �l �.�r,• �S�J., }�`;y. :- f �'' �"` . �- t r ��f.�/!�>�J1� +i City of Federal Way ' RFB # 11-102 I-5 SOUTHBOUND 320TH OFF-RAMP CHANNELIZATION February 2011 Page 72 � Certificate of Insurance ISSUED AS A bL4TTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON YOU TF� CER'[1FIC.s1'E HOLDER. "CHIS CERTIFiCATE IS NOT AN AND DOES NOT Ai�iEND, EX'IEND, OR ALTER I'HE COVERAGE AFFORDED BY "CHE POLICIES LISTED BELOW. POLICY LIMITS ARE NO LESS THAN THOSE This is to Certify that rICON Materiais (dba of CPM Development PO Box 88050 �ukwila, WA 98138-2050 � Corporation) NaME a�� ADDRESS OFIYSLRED � �� r�,`r s � �, �i ��. �� Libe r�Y Mutual�, is, at the issue date of this certificate, insured by the Compaoy under the policy(ies) listed below. The insurance afforded by the listed policy(ies) is subject to all their terms, exclusions and Conditions and 'u not altered bv anv requ'uement, cerm or condition of any contract or other document with respect ro which this certificate may be issued. EXP DATE TYPE OF POLICY � corrnrruous pOLICY NIINIBER LINIIT OF LIABILITY ❑ EXTENDED � POLICY TERDA WO � E � WA7-C8D-004095-020 COVERa.GE AFFORDED UNDER WC EbIPLOYERS LIABILITY 9/1 /2011 I.AW OF THE FOLLOWING STATES: COMPENSATION WC7 ALLSTATESEXCLUDING BodilyIn'urybyAccident MONOPOLISTICS STATES NY � OOO OOOEach.4ccident & WA Bodily Injury By Disease oR, wi 1 000 000 Bodily Injury By Disease 1 000 000 CObIMERCIAL g/1/2011 TB2-C81-004095-110 C'�r°�'4g GE�IERAL LIABILITY $3, 000, 000 � OCCURRENCE Products / Completed Operations Aggrepate 3 000 000 ❑ CLAIMS MADE Each Occurrence �Z�QOQ���Q RETRO DATE Personal & Advertising Injury � 2� � Q �� � Q � Per Pecson ! Organization F�tE DAMAGE'$100,000 �`�R PROJECT AGGREGATE AtiTOi�IOBILE 9/1/2011 AS2-C81-004095-120 EachAccident—SingleLimit LIABILITY $Z,OOO B.I. And P.D. Combined LI OWNED Each Person � NON-OWNED Euh Accident or Occurrence � AIItED Each Accident or Occ�urence orttEx Auto:Comp Ded $10,000/Coil Ded $10,000 SIR $250,000 EXCESS WORKERS' EW7-68N-004095-340 EXCESS WC $20,000,000 COMPENSATION & 09/01/11 INCLUDES WA STOP GAP) EMPLOYERS' LIABILITY EL$750,000 ADDITIONALGOMMEYTS �; ll-102 I-5 Southbound 320th St Off-Ramp Channelization City of Federal Way, its officers, officials, employees, volunteers and agents Washington State, the Governor, the Transportation Commission, the Secretary of Transportation, the Department of Transportation, all officers & employees of the State, and their respective members, directors, officers, employees, agents and consultants are included as Primary Non-contributory Additional I • If the certificate expication date is continuous or extended term, you will be notified if coverage is terminated or reduced before the certificate expiration date. Liberty Nlutual NOTICE OF CANCELLATION: (NOT APPLICABLE LINLESS A NUMBER OF DAYS tS ENTERED BELOWJ Insurance Group BEFORE THE STATED EXPIRATION DATE THE COMPANY WILL NOT CrL�ICEL OR REDUCE THE MSUR.4NCE AFFORDED UNDER THE ABOVE POLICIES UNTIL A"f LEAST �}'rj DAYS NOTICE OF SUCH CANCELLATION HAS BEEN MAILED TO: � � � City of Federal Way � �• � Judith Balazentis P� BOX 9 � 18 Pittsburgh / 0387 AUTHORIZED REPRESENTATIVE r= Federal Way, WA 98063-9718 12 Federal Street, Ste. 310 5-05-2011 u Pittsburqh PA 15212-5706 412-231-1331 � � OFFICE 501303 Marsh PHONE DATEISSUED This certificate is executed by LIBERTY MUTUAL INSURANCE GROUP as respects such insurance as is afforded by those Companies NM 772 07-10 . CERTIFICATE OF LIABI LITY INSURANCE � 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 certifcate 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 MARSH USA, INC. TWO ALLIANCE CENTER 3560 LENOX ROAD, SUITE 2400 ATLANTA, GA 30326 �saa2a.: Ex-�a�� INSURED ICON MATERIALS dba CPM DEVELOPMENT CORPORATION PO BOX 88050 TUKWILA, WA 98138-2050 INSURER S AFFORDING COVERAGE NAIC # American Guarantee & Liability Ins Co 26247 c: COVERAGES CERTIFICATE NUMBER: ATL-002608728-02 REVISION NUMBER: a THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR 7ypE OF INSURANCE ADDL SUBR pOLICY NUMBER MMIDD MMILDDIYYYY LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PREM SES Ea occurrence $ CLAIMSMADE � OCCUR MED EXP (My one person) $ PERSONAL & ADV INJURY $ GENERALAGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE HIREDAUTOS (Peraccident) $ NON-0WNED AUTOS $ $ A X UMBRELLA UAB X OCCUR AUC655102501 09/0112010 0910112011 Ep,CH OCCURRENCE $ ����� i EXCESSLIAB CLAIMS-MADE AGGREGATE $ �� � DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y � N � A E.L.EACHACCIDENT $ OFFICERIMEMBER EXCLUDED7 (Mandatory In NH) E.L. DISEASE - EA EMPLOYE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 107, Addltional Remarks Schedule, If more space Is required) RE: RFB 11-1021-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION CITY OF FEDERAL WAY, ITS OFFICERS, OFFICIALS, EMPLOYEES, VOLUNTEERS AND AGENTS, WASHINGTON STATE, THE GOVERNOR, THE TRANSPORTATION COMMISSION, THE SECRETARY OF TRANSPORTATION, THE DEPARTMENT OF TRANSPORTATION, ALL OFFICERS AND EMPLOYEES OF THE STATE, AND THEIR RESPECTIVE MEMBERS, DIRECTORS, OFFICERS, EMPLOYEES, AGENTS AND CONSULTANTS IS (ARE) INCLUDED AS ADDITIONAL INSURED(S) PER WRITTEN CONTRACT. THE UMBRELLA POLICY IS "FOILOW FORM" AND NON-CONTRIBUTORY. CITY OF FEDERAL WAY PO BOX 9718 FEDERAL WAY, WA 98063-9718 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. ACORD 25 (2009/09) Donna Clampitt � �'� O 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD TH1S ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED This endorsement modified insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM SECTION II — WHO IS AN INSURED is amended to include as an insured any person or organization for whom you have agreed in writing to provide liability insurance. But: The insurance provided by this amendment: I. Applies to "bodily injury" and "property damage" arising out of (a) "your work" or (b) premises or other property owned by or rented to you; 2. Applies only to coverage and minimum limits of insurance required by the written agreement, but in no event exceeds either the scope of coverage or the ]imits of insurance provided by this policy, and 3. Does not apply to any person or organization for whom you have procured separate liability insurance while such insurance is in effect, regardless of whether the scope of coverage or limits of insurance of this policy exceed those of such other insurance or whether such other insurance is valid and collectible. The following provisions also apply: I. Where the applicable written agreement requires the insured to provide liability insurance on a primary, excess, contingent, or any other basis, this policy will app]y solely on the basis required by such written agreement and Item 4. Other Insurance of SECTION IV of this policy will not apply. 2. Where the applicable written agreement does not specify on what basis the liability insurance will apply, the provision of Item 4. Other Insurance of SECTIONN of this policy will govem 3. This endorsement shall not apply to any person or organization for any "bodily injury" or "property damage" if any other additional insured endorsement on this policy applies to the person or organization with regard to the "bodily injury" or "properry damage". 4. If any other additional insured endorsement applies to any person or organization and you aze obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any other basis for that additional insured, this policy will apply solely on the basis required by such written agreement and Item 4. Other Insurance of SECITION N of this policy will not apply, regardless of whether the person or organization has available other valid and collectible insurance. If the applicable written agreement does not specify on what basis the liability insurance will apply, the provisions of Item 4. Other Insurance of SECTION N of this policy will govem. This endorsement is executed by the LIBERTY MUTUAL FIRE INSURANCE COMPANY Premium $ Effective Date 09-01-10 Expiration Date 09-01-1 I For attachment to policy No. TB2-C8 1-004095-1 10 Audit Basis Issued To ��. �.� �� .�,�'�- SECRETARl' - � PRESIDENT Countersigned by ������ Authorized Representative Issued Sales Office and No. End Serial No. LN 20 O 1 06 OS POLICY NUMBER: AS2-C81-004095-120 COMMERCIAL AUTO CONTRACTOR NAME: ICON MATERIALS, (dba OF CPM DEVELOPMENT CORP.) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY PRIMARY NON-CONTRIBUTORY ADDITIONAL INSURED THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM TRUCKERS COVERAGE FORM BUSINESS AUTO PHYSICAL DAMAGE COVERAGE FORM THIS ENDORSEMENT CHANGES THE POLICY EFFECTIVE ON THE INCEPTION DATE OF THE POLICY UNLESS ANOTHER DATE IS INDICATED BELOW. ENDORSEMENT EFFECTIVE: 9-1-10 to 9-1-11 NAMED INSURED: ICON MATERIALS, (dba OF CPM DEVELOPMENT CORP.) COUNTERSIGNED BY: � ` �� (AUTHORIZED REPRESENTATIVE) SCHEDULE WHO IS AN INSURED IS CHANGED TO INCLUDE AS AN "INSURED" THE ADDITIONAL NAMED INSURED LISTED BELOW: INSURANCE COMPANY: LIBERTY MUTUAL INSURANCE COMPANY A INSURED:Citp of Federal Way, its officers, officials, employees, volunteers and agents ashington State, the Governor, the Transportation Co�ission, the Secretary of Transportation, the Department ����s�ortation, all officers � employees of the State, and their respective members,directors, officers, employees, agents and consultants. DESCRIPTION OF OPERATIONSNEHICLE: AS RESPECTS TO ALL OPERATIONS PERFORMED FOR OR ON BEHALF OF THE ADDITIONAL INSURED. gggll I-5 Southbound 320th St Off-Ramp Channelization 5/4/2011 12:52:20 PM PST (GMT-8) FROM: insurancevisions.com-TO: 12065753207 Insurance Binder Date: 5/4/2011 Binder No.0006730-001 Iasured: City ofFederal Way and WA State Depar�ient of Transportation PO Box 9718 Federal Way, WA 98063-9718 Page: � � +, � �k�/ r �� � � , � + �', L_ne Policv Number Effective Date Owners � Contractors Protective TF1-681-035323-721 5/9/2011 Pending the issuance of the policy of the type or types described below, LIBERTY MLTTUAL GROUP agtees to insure the Insured, but only for the covetages indicated, under policy fortns in use by the Company as of the effective date of this binder. The limit of the Company's Liability or Amount of Insurance against each such coverage shall be stated herein, subject to all the terms of the policy having refetence theteto, and no insutance is ptovided for coverages fot which no such limit or amount is stated. Issuance of the executed policy ot policies voids this binder as of the effective date of such policy. This binder may be cancelled (1) by the company by written notice to the insured at the address shown above stating when thereafter such cancellation shall be effective, or (2) by the insured by mailing written notice to the company stating when theteafter such cancellation shall be effective. This bindet shall be effective oa 5/9/2011 at 12:01 AM., and unless previously caacelled, shall expite on 7/8/2011 at 12:01 AM., Standard Time, at the address of the insured. t as the Com any as r spects the co erages under pol cy forms pn use by Co p ny as of the effect ve d te of A the binder. LIBERTY MUTUAL GROUP � �`� Dexter R. Le SECRETARY Aceount Executive: Underwriter: Sales OH'�ce: Pittsburgh Phone: 412-231-1331 � �� Edmund F. Kel PRESIDFI�TT Page 1 of 2 � � . Judith Balazentis AUTHORI7.ED REPRESINTATIVE 5/4/2011 12:52:20 PM PST (GMT-8) FROM: insurancevisions.com 12065753207 Page: 3 of 3 Date: 5/4/2011 Insurance Binder � .-5 * Y 1 `�, s - r.� � . Binder No. 0006730-001 Insured: City of Federal Way and WA State Department of Transportation PO Box 9718 Federal Way, WA 98063-9718 Line of Business: Owners and Contractors Protective Liability � Owners & Contractors Protective TF1-681-035323-721 5/9/2011 Liberty Mutual Iusurance Company - � _ - -� - - - - e Owners and Contractors Protective Liability Bodily Injury & Property Damage Limit $3,000,000 Each Occurrence Aggregate Limit Designated Contractor $3,000,000 Aggregate ICON Materials (dba of CPM Development Corporation) PO Box 88050 Tukwila, WA 98138-2050 _ s . � - - -� =-�m �.. a . .�u - I-5 Southbound 320th OffRamp, Federal Way, WA ID - ------ _ - - � - - - - - --- - - -- -� _ . _ __._.. __ - �_ _ WA State Amendatory Endotsement CG 2908 is included Requested by: Susan Quinzel This binder does not list endorsements that will be included on [he policies. Page 2 of 2 BOND NO. 09052823 EXHIBIT G CITY 0� FEDERAl. WAY PERFORMANCE/PAYMENT BOND KNdW ALL PE�PLE BY THESE PRESENTS: We, tiie undersigned ICON Materials {dba of CPM Dev. Corp. ) ,("pHncipaP� and F�delity & Deposit_ Co, Of Marylan�lthe undersigned corporation organized and existing under the laws of thE State of Ma�y an and legaily doi�g business in t�e State of Washington as a surety ("Sure�, are held and firmiy, banded unto the City of �ederal Way, a Washington municipaf oorporatios� ("Cit�� in the penal sum o€�',4G��4�;i�fi������������eb�R�az/�lars and no/�oo ($? .639.427 .42 � for the payment of which we firrnly bind ourselves and our legal representatives, h�:irs, successors and assigns, jointly and severally. 'this obfiga#ion is entered into an Agreement with the Cty dated , 2b_ forRF B'i 1-102 I--5 Southbound 320th Off-Ramp Channe(ization NOW, THER�FORE, if the Principa( shall perform all the provisEons of khe Agrcement in the manner and within the time period prescribed by the Gty, ar witF�in such e�nsions of time as may be granted under the Agreement, and shall pay a1f laborers, mechanits, subcantractors and materlal �nen or women, and a[l persons who shall supply the Prfncipal or sub�ontractors with provisions �nd supplEes for the carrying on of said work, and shall fiold tihe Gty, their officials, agents, employees and volunteers harmless from any foss or damage occasioned to any_ person or properky by reason of any carelessness or negllgence on the part of the PrinciQal, or any subcontracEor in the performance of safd wark, and shall indemnify and hold i�e Clty harmless from any damage or expense by reason of failure of performanoe as specified in the Agreemznt wfthin a perlod of one (1) year after its final acceptance tf�ereof by the City, then and In the event thEs obligatian shal! be vold; but ott�errwise, it shall be and remaln in full farce and effect. Ancf the Surety, for value r�cei�ed, hereby further stipulates and agrees t�at no change, extension of fiime, alteration or addition to the terrns of the Agreement or to the work to be performed thereunder or tfie specificadons aaompattying the same shall in any way affect its obiigation on Ifiis bond, and it does hereby waive notice of any change, extens(on of time, alterations or additions to Ehe terms of the A jreement or to the lhlork. � '1"he Surety hereby agrees that modifications and changes may be rnade IR terrns and provisions of the Agreement without notfce to Surety, and any such modifications or changes increasing the tbtal amount to be paid the Principal shall automaticaNy fncrease the obligation of the Surety on this Performance Bond [n a Nke amount, such increase, however, not to exceed twenty-five percent {25�/a) of the orlgE�a1 amount of this bond without the consent af the Surery. Within forty-five (4b) days of receiving notice that the Phnclpal has defaufted on all or part of the terms of the Agreemen�-the Surety shall make a wrEtten cammitment to the Gty that it will either: (a) the dePauit itself within a reasonabfe tlme perEod, or (b) tender to the city, the amount necessary for the C�ty to remedy the defauft, [ndudfng fega[ fees incurred by tf'�e City, or (c) in the event that Suret�s evaluation of the dlspute is not complete or 9n the event the Surety disputes the City's clafm af default, the Surpty shall notify the City of Its flnding and its intent, if any, to fnterplead. The Surety shatl then fuffill (ts obligatlons under this bond, acc�rding to the option it has elected. Should Surery elect option (a) to cure the default, the penal sum of the Bond shall be reduced in an amount equal to the wsts actuafly (ncurred by the Surety in curing the deFaulY. If the Surety elects option (b), then ��pon compfetion of the necessary work, the City shall notify the Surety of its actuai costs. The Gty s�ail return, without interest, any overpayment made by the Surety and the Surety shall pay to the CiEy any actuaE costs which exceed the Cfty estimate, limited to the bond am�unt. Should the Surety elect option (cj, the Parties shall flrst complete participatiort in mediation, described in the belaw paragraph, prior to any interplead actlon. City ofFederal Way RFB # 1I-102 I-S SO[TTIiBOUND 320TH OFF-RAMPCHnNNELIZATION February 2011 Page 73 Page 77 E�ibit G Pertormance / Payment Bond Provided to Builders Exchange of WA, lnc. For usage CondiEions Agreement see �roww.bxwa.com - Always Verify Scale d In the event a d€spute should arfse between the Parties to this Bond with respect to the Ctty's deciaration af default by the Principal, the Parties agree Cro participate in at least four hours of inediation in actordaru�e with the mediatlon procedures of United States Arbitration and Mediation ("USA&M'�. The Partles shafl praportionately share in tJ1e cost of the mediation. The mediation shall be administ+ered by the Seattle USA&M offioe, 4300 Two Union Square, 601 Union Street, Seat�le, Washington 98101-2327. The Surety shall not interplead prior to mmpletlon of the mediaUon. ' DATED thf� 4TH day of M1►Y , z0 11 CORPORATE SEAL OF PRINCIPAL: �., �5.. 'i��.� �/.�.� . /' � `� � +, . �; 1 � . 9 / I � � `r, a �,�`� . . . , ! r ' �r: t �i ,�� � � ,.. � k � 1 ►� � .�,,,�t �, !+ i �` �'� � "? `., '"'� ' .� � ��;� ' �����lll�li!ttlfil� � �:�� . ; . pftINCIPA! 1 ON Materials (dba of � M Deve1 ment Corporation) -;` By: (�Iame of Person Ex cutfng Bond) B.E. Har'ehausen I � : Construc�ion P4vision Manager (Title} 1CON Materiats PO Box 88050 (Address) Tukwila, WA 98T38-2D50 (Ph�ne) 206 575-3200 City of Federal Way I-S SOUTHBOUND 320TH QFF-RAMP CHANNELIZATION � Page 74 RFB-# 1I-102 February 20l ] a Page 78 Provided fo Builders Exchange of WA, Inc. For usage Conditions Agreement see www. b�cwa.com - Always Verify Scale �F$�JFIC�TE AS 70 COBPORATE SEAL G�ner Mana er I hereby certi that I am the (�4ssrsta��ea�etary the Corp�ratio� named as PHncipal In the within bond• that . S�. Harjehausen who signed the said bond on beha}f of the Pri�cipal, was „_ Constr. I��v Mngrof the sald Corporatio�; that I know his or her signature thereto is genuine, and khat said borid was duly slgn�d 5ealed, and a�tested for and in behalf of said Corporation by authoriry of its gQVerning body. � � � ��it ' � .�'����. —SeE -#�ist�S�teryt— . avid Cent General Manager CORPORATE SEAL OF SUREfY: FIDELITY AND DEPOSIT COMPANY OF MARYI.AND c ,��R� � �,�;�� �.1. i " A, '�.;$ �,. � �'' �'�� 3 w.. �d '� �?": � r r� , � 4 3' � st�'� i,p, � t�'�.'� � ��� � .a.� y 4 � tr{ � . -r ,.,s � ��� � S� �� L4. �� ��� o (�... �, � _ . 6 '�+� ,• �� . .. ;p:f E `�-.. �.Y �' d C�'' �`;�.� . � � I �,> ��` ' �i �. APPROVED AS TO FORM: ,..� � .�.--..,..... Patriaa . �tithardson, Cty At#orney City af Federal Way I SOUTHBOiIND 320TH OFF CFLANNELIZ.�1'FION Page 75 (Attach Power of Attorney) (Name of Person Execukng Bond} 15 W. SOUTH TEMPLE, STE. 7b0 SALT LAKE CITY, UT 84101 (Address) 801-533-3624 (Phpne} RFB # 1 I-102 February 2011 � Page 79 Provided to Builders Exchange of WA, Inc. �or usage Co�ditions Agreement see +rwvw.bxwa.com - Always Verify Scale SURETY ACKNOWLEDGMENT STATE OF UTAH } COUNTY OF SALT LAKE } SS On this 4TH day of MAY, 2011, before me personally came TINA DAVIS to me known, who, being by me duly sworn, did depose and say that she is an Attorney-In- Fact of FIDELITY AND DEPOSIT COMPANY OF MARYLAND the corporation described in and which executed the within instrument; that she knows the corporate seal of said corporation, that the seal affixed to the within instrument is such corporate seal, and that she signed the said instrument and affixed the said seal as Attorney-In-Fact of the Board of Directors of said corporation and by authority of this office under the Standing Resolutions thereof. 0 Public l.lA1DSEY GATES IVotary Public - StsYe of Utah �ommission N�amber: 576343 ly Commission Expires Ocf. 15, 2012 Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by WILLIAM J. MILLS, Vice President, and GREGORY E. MURRAY, Assistant Secretary, in pursuance of authority granted by Article Vl, Section 2, of the By-Laws of said ny, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the d ereby nominate, constitute and appoint Tina DAVIS, Jeanna ROMERO and Lisa HA 1 C' h, EACH its true and lawful agent and Attorney-in-Fact, to make, execute, seal and its " d as its act and deed: any and all bonds and undertakings, and the exec �, � s o ' suance of these presents, shall be as binding upon said Company, as ful a� inte s , s if they had been duly executed and acknowledged by the regularl e� e t�t. � ice in Baltimore, Md., in their own proper persons. This power of attor th e VIS, Jeanna ROMERO, dated February 2, 2010. The said Assistant� o at the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By- ° pany, and is now in force. IN WITNESS W R OF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 19th day of July, A.D. 2010. ATTEST: ' �p 4EPOS� ..� + `P"O�° • o 0 +, .«.. ; W b � l� * 2 �•,,..�,. State of Maryland l ss: City of Baltimore 1 FIDELITY AND DEPOSIT COMPANY OF MARYLAND C ��� f �� / �' lt � �< n, Gregory E. Murray Assistant Sc�c•relu►'� i f f %`j`' � By: `J , William J. Mills Vice President On this 19th day of July, A.D. 2010, before the subscrihcr, a Notary Public of the State of Maryland, duly commissioned and qualified, came WILLIAM J. MILLS, Vice Presidcnt, and GREGORY E. MURRAY, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each arknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that thcy are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporatc Scal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscrihcd to thc said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and aflixcd my Official Seal the day and year first above written. .+``r�i�+� <<, ��. .......; ,.�� r,� : � ilG1� `.E'': `�: t � ��� ;� ; . �� � ? • : j • ��(:I IG r�64 �r�f � � .. ♦ � ''' ����11 C IIU � `,`` �� � Maria D. Adamski Notary Public My Commission Expires: July 8, 2011 POA-F 020-8022 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, ar to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do fufther certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the lOth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corparate seal of the said Company, this 4TH day of �Y , 2011 � � /-�, ���",.' � Assistant Secretary ' ' L_ J EXHIBIT G CITY OF FEDERAL WAY PERFORMANCE/PAYMENT BOND KNOW ALL PEOPLE BY TNESE PRESENTS: � We, the undersigned , ��PrincipaP� and . the undersigned corporation organized and existing under the laws of the State of and legally doing business in the State of Washington as a surety ('�Surety'�, are held and firmly bonded unto the City of Federal Way, a Washington municipal wrporation (°City'� in the , penal sum of Dollars and no/100 ($ ) for the payment of which we firmfy bind ourselves and our legal representatives, heirs, successors and assigns, jointly and severally. This obligation is entered into an Agreement with the City dated . 20 for ' 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. ' , � ' �J ; 'I ,, ' 11 CJ 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 origina( 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 compfete 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 then fulfill its obligations under this bond, according to the option it has elected. Should Surety elect option (a) to cure the default, the penal sum of the Bond shall be reduced in an amount equal to the costs actually incurred by the Surety in curing the default. If the Surety elects option (b), then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The City shall return, without interest, any overpayment made by the Surety and the Surety shall pay to the 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. City of Federal Way I-5 SOUTHBOLTND 320TH OFF-RAMP CHANNELIZATION Page 73 RFB # 11-102 February 2011 � In the event a dispute should arise between the Parties to this Bond with respect to the Ciry's declaraEion of default by the Principal, the Parties agree to participate in at least four hours of inediation in accordance with the mediation procedures of United States Arbitration and Mediation (`�USA8cM'�. The Parties shall proportionately share in the cost of the mediation. The mediation shall be administered by the Seattle USA&M office, 4300 Two Union Square, 601 Union Street, Seattle, Washington 98101-2327. The Surety shall not interplead prior to completion of the mediation. DA7'ED this _ day of , , 20_. . CORPORATE SEAL OF PRINCIPAL: PRINCIPAL By: (Name of Person Executing Bond) Its: (Titie) (Address) (Phone) City of Federal Way RFB�# 11-102 I-5 SOiJTHBOUND 320TH OFF-RAMP CHANNELIZATION February 2011 Page 74 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within bond; that , who signed the said bond on behalf of the Principal, was _ of the said Corporation; that I know his or her signature thereto is genuine, and that • said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. Secretary of Assistant Secretary CORPORATE SEAL OF SURETY: SURETY By: APPROVED AS TO FORM: Patricia A. Richardson, City Attorney Attorney-in-Fact (Attach Power of Attorney) (Name of Person Executing Bond) (Address) (Phone) City of Federal Way RFB # 11-102 I-5 SOUTHBOUND 320TH OFF-RAMP CHANNELIZATION February 2011 Page 75 ' ' ' , ' � i 1 1 i i - 1� �� . 1'�� . i 1 � r City of Federal Way RFB # 11-102 , I-5 SOUTHBOiIND 320TH OFF-RAMP CHANNELIZATION February 2011 Page 76 , ' �� � , ' ' ' , � II ,; , , ' ' ' ' � EXHIBIT H TITLE VI ASSURANCES During the perFormance of this contract, the contractor/consultant, for itself, its assignees and successors in interest (hereinafter referred to as the °contractor'� agrees as follows: i. Compliance with Regulations The contractor shall comply with the Regulations relative to non-discrimination in federally assisted programs of United States Department of Transportation (USDO�, Title 49, Code of Federal Regulations, part 21, as they may be amended from time to time,. (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this wntract. 2. Non-discrimination The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, sex, or national origin in the selection and retention of sub-contractors, including procurement of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regufations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Sub-contracts, Including Procurement of Materials and Equipment In all solicitations either by wmpetitive bidding or negotiations made by the contractor for work to be performed under a sub-contract, including procurement of materials or leases of equipment, each potential sub-rnntractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to non-discrimination on the grounds of race, color, sex, or national origin. 4. Information and Reports The contractor shall provide all information and reports required by the Reguiations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the contracting agency or the appropriate federal agency to be pertinent to ascertain compliance with such Regulatians, orders and instructior�s. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify to WSDOT or the USDOT as appropriate, and shall set forth what efforts it has made to optain the information. 5. Sanct�ons for Non-compliance , In the event of the contractor's non-compliance with the non-discrimination provisions of this contract, the contracting agency shall impose such contract sanctions as it or the USDOT may determine to be appropriate, including, but not limited to: Withholding of payments to the ' contractor under the contract until the contractor complies, and/or; Cancellation, termination, or suspension of the contract, in whole or in part. ��� �� ' City of Federal Way I-5 SOUTHBOUND 320TH OFF-RAMP CHANNELIZATION Page 77 RFB # 11-102 February 2011 , n i � 6. Incorporation of Provisions The contractor shall include the provisions of paragraphs (1) through (5) in every sub- contract, including procurement of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any sub-contractor or procurement as the mntracting agency or USDOT may direct as a means of enforcing such provisions including sanctions for non-complianoe. Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a sub- contractor or supplier as a result of such direction, the contractor may request WSDOT enter into such litigation to protect the interests of the state and, in addition, the contractor may request the USDOT enter into such litigation to protect the interests of the United States. City of Federal Way RFB # 11-102 I-5 SOUTHBOUND 320TH OFF-RAMP CHANNELIZATION � February 2011 Page 78 � ' , , ' ' � � �� '�� �� ' ' , C 1 1 0 1 1 u �J . . . _ ,......: ,.. AMENDMENTS TO THE STANDARD,SPECIEICATIONS ...........:. ....:.........'�REEN PAGES City of Federal Way RFB # 11-102 I-5 SOUTHBOUND 320TH OFF-RAMP CHANNELIZATION February 2011 0 City of Federal Way RFB # 11-102 I-5 SOUTI3BOUND 320TH OFF-RAMP CHANNELIZATION February 2011 II � , l__J � � � � �J �_J � ' � C J � � l_7 i ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 CONTENTS PAGE INTRODUCTI4N--------��r-------------------------------------------------_________-------1 AMENDMENTS TO THE STANDARD SPECIFICATIONS SECTION 1-01, DEFINITIONS AND TERMS -----------------------------��_�________ � SECTION 1-02, BID PROCEDURES AND CONDITIONS---__________..____�_��___ � SECTION 1-06, CONTROL OF MATERtALS ---------------________________�___�___2 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ---3 SECTION 1-08, PROSECUTION AND PROGRESS_________________________�__�_______g SECTI(�N 1-09, MEASUREMENTAND PAYMENT______________________�__�_.._____�g SECTION 1-10, TEMPORARYTRAFFIC CONTROL----------------------------------13 SECTIUN 2-01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP----__--------14 SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS---------------15 SECTION 2-09, STRUCTURE EXCAVATION --------------_____________�__�______�_ �� SECTION 5-01, CEMENT CONCRETE PAVEMENT REHABILITATION------------16 SECTION 5-02, BITUMINOUS SURFACE TREATMENT_____________�___�_�_� �g SECTIC)N 5-04, HOT MIX ASPHALT--------------�_________.�__________��_�_____� �g SECTION 5-05, CEMENT CONCRETE PAVEMENT _______________________�_�___ � 7 SECTION 6-01, GENERAL REQUIREMENTS FOR STRUCTURES---------------19 SECTION 6-02, CONCRETE STRUCTURES -----------------------------_--------------19 SECTION 6-03, STEEL STRUCTURES----------------------------------------------_ 2g SECTION 6-07, PAINTING ----------------------------------------------------------- 36 SECTION 6-09, MODIFIED CONCRETE OVERLAYS ----___________...._M�_____�_ 37 SECTION 6-10, CONCRETE BARRIER -_______�___________________�____________ 38 SECTION 6-11, REINFORCED CONCRETE WALLS -------_________w�____�___ 38 SECTION 6-12, NOISE BARRIER WALLS--------_�_____..___________��____�w_ 39 SECTION 6-13, STRUCTURAL EARTH WALLS-----___,___________���__�__ 39 SECTION 6-14, GEOSYNTHETIC RETAIN WG WALLS ______________ �_w_____ 43 SECTION 6-16, SOLDIER PILE AND SOLDIER PILE TIEBACK WALLS------------ 43 SECTION 6-17, PERMANENT GROUND ANCHORS --___��______�_w________� 43 SECTION 6-18, SHOTCRETE FACING----------------_______w____��_____________ 45 SECTION 7-02, CULVERTS --__�____________________�_________-__��_______________ 46 SECTION 7-04, STORM SEWERS-------------------------______��________________w_____ 47 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 A ' PAGE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 SECTION 7-17, SANITARY SEWERS__________________________________________________�_ 4g SECTION 8-01, EROSION CONTaOL AND WATER POLLUTION CONTROL ------ 48 SECTION 8-02, ROADSIDE RESTORATION-----_____�_____ ______________� g5 SECTION 8-03, IRRIGATION SYSTEMS �------_________________________________ 59 SECTION 8-08, RUMBLE STRIPS -------______�__�______________________ _�____ 64 SECTION 8-09, RAISED PAVEMENT MARKERS-------------------------______��� 65 SECTION &10, GUIDE POSTS---------_________________________�___________________ 67 SECTION &11, GUARDRAIL----------------- � ------------------------_----------------68 SECTION 8-14, CEMENT CONCRETE SIDEVNALKS --------------------------------_ 6g SECTION 8-15, RIPRAP�--___________�___�_______��____�_____________________ gg SECTION &17, IMPACTATTENUATOR SYSTEMS---------------------------------------- 69 SECTION &20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ----------------- 69 SECTION 8-21, PERMANENT SIGNING---__�_____ ______�_________________�w 72 SECTION 8-22, PAVEMENT MARKING ------------------- ----------____________�._ 72 SECTION 9-01, PORTLAND CEMENT------------______________�______�_________ 73 SECTION 9-02, BITUMINOUS MATERIALS------ --------------------------------- 73 SECTION 9-03, AGGREGATES-------------------------------------------------- ----- 74 SECTION 9-04, JOINTAND CRACK SEALING MATERIALS -----_______________ 74 SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS -------- 75 SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS----- --- 78 SECTION 9-07, REINFORCING STEEL-----------------------�-------___________�w_ 79 SECTION 9-08, PAINTS AND RELATED MATERIALS-----------------________________ gp SECTION 9-14, EROSION CONTROLAND ROADSIDE PLANTING --------------- 80 SECI`ION 9-15, IRRIGATION SYSTEM------_________�____w__�_______________��_ gg SECTI.ON 9-16, FENCE AND GUARDRAIL------------------------------------------------- 99 SECTION 9-17, FLEXIBLE GUIDE POSTS-----_�___________________�_____________100 SECTION 9-22, M(�NUMENT CASES- ----------------------______________��101 SECTION 9-23, CONCRETE CURING MATERIALS AND ADMIXTURES------------101 SECTION 9-29, ILLUMINATION, SIGNAL, ELECTRICAL-------------------------------101 SECTION 9-30, WATER DISTRIBUTION MATERIALS ------------_____________��_114 SECTION 9-31, ELASTOMERIC BEARING PADS-----------------------------------------115 SECTION 9-33, CONSTRUCTION GEOSYNTHETIC______________________�___�__115 SECTION 9-34, PAVEMENT MARKING MATERIAL---------------------------------------115 SECTION 9-35, TEMPORARY TRAFFIC CONTROL MATERIALS-------------------116 i� SOt1THBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 B C� � � � ' � � �J � � r �J , i , ' � ' 3 4 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2s 2� 28 29 30 31 32 33 34 35 36 37 9 40 41 42 43 44 INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2010 Standard Spec�cations for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The follawing Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For ir�fornnational 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 Standarc! Specifications and may include referenc�s which do nat apply to this particular project. SECTION 1-01, DEFINITIONS AND TERMS August 2, 2010 1-01.2(1) Associations and Miscellaneous The abbreviation and definition "AREA American Railway Engineering Association" is replaced with the following: AREMA American Railway Engineering and Maintenance Association SECTION 1-02, BID PROCEDURES AND CONDITIONS January 4, 2010 1-02.7 Bid Deposit In the first paragraph, the third sentence is revised to read: For projec#.s scheduled for bid opening in Olympia, the proposal bond may be in harcl copy or electronic format via Surety2000.com or Insurevision.com and BidX.com. 1-02.9 Delivery of Proposal In the first paragraph, the �rst sentence is revised to read: For projects scheduled for bid opening in Olympia, each Proposal shall be sealed and submitted in the envelope provided with it, or electronically via Expedite software and BidX.cAm at the locatian and time identified in Section 1-02.12. The following new paragraph is inserted after the first paragraph: For projec� scheduled for bid opening in the Region, each Proposal shall be sealed and submEtted in the envelope provided with it, at the location and time identiFied in Section 1-02.12. The Bidder shall fill in all blanks on this envelope to ensure proper handling and delivery. . i� 80UTHBOUND 320TH ST OFF-RAMP CtIANNELIZA?10N 10A067 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26. 27 28 29 30 31 32 33 �' SECTION 1-06, CONTROL OF MATERtALS January 3, 2011 1-06.1 Approval of Materials Prior to Use This section is supplemented with the following new sub-section: 1-06.1(4) Fabrication Inspection Expense 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: . . . Steel Bridges and Steel Bridge components Cantilever Sign Structures and Sign Bridges Prestressed Concrete Girders and Precast Bridge Components Cylindrical, Disc, Pin, and Spherical Bearings Modular Expansion Joints Epoxy Coated Reinforcing Steel Painted and Powder Coated Luminaire and Signal Poles Additional items as may be determined by the Engineer The deductions for fabrication inspection costs will be as shown in the Payment Table below. Zone Place of Fabrication 1 Within 300 airline miles from Seattle 2 Between 300 and 3,000 airline miles from Seattle Reduction in I None per '"inspection day 3 Over 3,000 airline miles $1,000 per "inspection day, from Seattle but not less than $2,500 per � tri *Note - An inspection day includes any calendar day or portion af a calendar day spent inspecting at or traveling to and from a place of fabrication. Where fabrication of an item takes place in more than one zone, the reduction in payment will be computed on the basis of the entire item being fabricated in the furthest of zones where any fabrication takes place on that item. The rates for Zone 2 and 3 shafl be applied for the full duration time of all fabrication inspection activities to include but not limited to; plant approvals, prefabrication meetings, fabricatian, coatings and final inspection. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 2 1 1-06.2(2)A General 2 Table 2"Pay Factors" on page 1-39 is revised to read: 3 Table 2 �v Factors a arvon Facmr tPU + �.) - 7.04 100 99 1.03 100 98 88 1.02 99 97 94 1.07 100 100 700 98 85 92 1.00 69 75 78 80 82 83 0.99 88 72 76 78 80 81 0.98 84 70 74 78 78 79 0.97 83 , 68 72 74 76 77 0.98 81 67 70 72 74 75 0.95 59 85 88 T1 72 74 0.94 58 83 67 6S 71 72 0.93 57 62 65 67 69 71 0.92 55 80 83 88 68 89 0.91 54 59 82 84 68 68 0.90 53 57 B 1 83 65 68 0.89 51 58 59 82 63 BS 0.68 50 55 58 60 62 64 0.87 49 53 57 58 81 62 0.88 48 52 55 58 59 61 to to to to to to to to n:ii ns14 n■17 n.22 n�29 rr�42 naE6 p 100 100 100 100 100 100 t00 100 100 97 95 98 88 98 97 97 97 97 94 92 93 93 94 95 95 88 98 91 89 90 91 92 93 93 94 94 89 87 88 89 90 91 92 92 93 $4 85 88 87 88 89 90 81 92 82 83 84 85 88 87 89 80 9t 80 81 82 84 85 88 87 88 90 78 79 81 82 83 84 88 67 88 78 78 79 81 82 83 84 86 8T 76 78 78 79 80 82 83 84 •88 73 75 78 78 79 BO 82 83 85 72 73 75 78 78 79 SO 82 84 70 72 73 75 78 78 79 81 82 89 70 72 74 75 78 78 79 81 . 87 89 71 72 74 75 77 78 80 6B 88 6D 71 72 74 75 77 79 85 66 d8 70 71 73 74 78 78 63 85 87 88 70 71 73 75 77 B2 64 88 87 89 70 72 74 78 4 5 6 7 Table 2"Pay Factars° on page 1-40 is revised to read: 8 Table 2 9 10 11 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITtES TO THE PUBUC 12 January 3, 2011 13 1-07.2 Sales Tax 14 The third sentence in the first paragraph is revised to read: 15 I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 3 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 48 49 50 51 52 The Contractor shali contact the Contract Payment section of the Division of Accounting 8� Financial Services of the Department of Transportation, Olympia WA for questions on sales tax. The first sentence in the third paragraph is revised to read: The Contracting Agency wiil pay the retained percentage only if the Contractor has obtained from the State Department of Revenue a certificate showing that all Contract- related taxes have been paid (RCW 60.28.051). 1-07.9(1) General The second sentence in the fourth paragraph is revised to read: When the project involves highway Work, heavy Work and building Work, the Contract Provisions may list a Federal wage and fringe benefit rate for the highway Work, a separate Federal wage and fringe benefit rate for both the heavy Work and the building Work. 1-Q7.13(4) Repair of Damage The last sentence in the first paragraph is revised to read: For damage qualifying for relief under Sections 1-07.13(1), 1-07.13(2), 1-07.13(3), or 8- 17.5, payment will be made in accordance with Section 1-09.4 using the estimated Bid item "Reimbursement for Third Party Damage". 1-07.14 Responsibility for Damage The third, fourth and fifth paragraphs are revised to read: Subject to the limitations in this section and RCW 4.24.115 the Contractor shall indemnify, defend, and save harmless the State, Govemor, Commission, Secretary, and all officers and employees of the State from all claims, suits, or actions brough# for injuries to, or death of, any persons or damages resulting from construction of the Work or in consequence of any negligence or breach of contract regarding the Work, or the use of any improper materials in the Work, caused in whole or in pa�t by any act or omission by the Contractor or the agents or employees of the Contractor during performance or at any time before final acceptance. In additian to any remedy authorized by law, the State may retain so much of the money due the Contractor as deemed necessary by the Engineer to ensure indemnification until disposition has been made of such suits or claims. Subject to the limitations in this section and RCW 4.24.115, the Contractor shall indemnify, defend, and save harmless �any county, city, or region, its officers, and employees connected with the Work, within the limits of which county, city, or region the Work is being performed, all in the same manner and to the same extent as provided above for the protection of the State, its officers and employees, provided that no retention of money due the Contractor be made by the State except as provided in RCW 60.28, pending disposition of suits or claims for damages brought against the county, city, or district. Pursuant to RCW 4.24.115, where such claims, suits, or actions result from the concurrent negligence o# (a) the indemnitee or the indemnitee's agents or employees and (b) the Contractor or the Contractor's agent or employees, the indemnity provisions I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A06T 4 � L_ J � � � �� � � � � � � II � � ' r J � � � � � � �� �J � �� � LJ , � � � � 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 9 50 51 provided in the preceding paragraphs of this section shall be valid and enforceabie only to the extent of the Contractor's negligence or the negligence of its agents and employees. This section is supplemented with the following: THE CONTRACTOR SPECIFfCALLY ASSUMES A�L POTENTIAL LiABI�ITY FOR ACTIONS BROUGHT BY EMPLOYEES OF THE CONTRACTOR AND, SOLELY FOR THE PURPOSE OF ENFORCING THE DEFENSE AND INDEMNIFICATION OBLIGATI(�NS SET FORTH IN SECTION 1-p7.14, THE CONTRACTOR SPECIFICALLY WAIVES ANY IMMUNITY GRANTED UNDER THE STATE INDUSTRIAL INSURANCE LAW, RCW TITLE 51. THIS WAIVER HAD BEEN MUTUALLY NEGOTIATED BY THE PARTIES. THE CONTRACTOR SHALL SIMILARLY REQUIRE THAT EACH SUBCONTRACTOR iT RETAINS IN CONNECTION WITH THE PROJECT COMPLY WITH THE TERMS OF THIS PARAGRAPH, WAIVE ANY IMMUNITY GRANTED UNDER RCW TITLE 51 AND ASSUME ALL LIABILITY FOR ACTIONS BROUGHT BY EMPLOYEES OF THE SUBCONTRACTOR. 1-07.15 Temporary Water Pollution/Erosion Control The fourth paragraph is deleted. 1-07.15(1) Spill Prevention, Control and Countermeasures Plan The third sentence in the first paragraph is revised to read: No on-site construction activities may commence until the Contracting Agency accepts a SPCC Plan for the project. In item number 10, the first paragraph below the pay item "SPCC Plan,° lump sum is revised to read: When the written SPCC Plan is accepted by the Contracting Agency, the Contraotor shall receive 50-percent of the lump sum Contract price for the pfan. 1 Vegetation Protection and Restoration The second paragraph is revised to read: Damage which may require replacement of vegetation includes torn bark stripping, broken branches, exposed root systems, cut root systems, poisoned root systems, compaction of surface soil and roots, puncture wounds, drastic reduction of surface roots or leaf canopy, changes in grade greater than 6-inches, or any other changes to the location that may jeopardize the sunrival or health of the vegetation to be preserved. The third paragraph is revised to read: When large roots of trees designated to be saved are exposed by the Contractor's operation, they shall be wrapped with heavy, moist material such as burlap or canvas for protection and to prevent excessive drying. The material shall be kept rnoist and securely fastened until the roots are covered to finish grade. All material and fastening material shall be removed from the roots before covering. All roots 1-inch or larger in diameter, which are damaged, shall be pruned with a sharp saw or pruning shear. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANkELIZATION 10A067 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35� 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Damaged, torn, or ripped bark shall be removed as designated by the Engineer at no additional cost to the Contracting Agency. The fourth paragraph is revised to read: Any pruning activity required to complete the Work as specified shall be performed by a Certi�ed Arborist as designated by the Engineer. 1-07.18 Public Liability and Property Damage Insurance This section is deleted in its entirety and replaced with the following: 1 Public Liability and Property Damage Insurance The Contractor shall obtain and keep in force the following policies of insurance. The policies shall be with companies or through sources approved by the State Insurance Commissioner pursuant to Chapter 48.05, RCW. Unless otherwise indicated below, the policies shall be kept in force from the execution date of the Contract un#il the date of acceptance by the Secretary (Section 1-05.12). 1. Owners and Contractors Protective (OCP) Insurance providing bodily injury and property damage liability coverage with limifs of $3,000,000 per occurrence and, per project, in the aggregate for each policy period, written on Insurance Services Office (ISO) form CG0009 1204, together with Washington State Department of Transportation amendatory endorsement CG 2908 1195, specifying the Contracting Agency, the State, the Govemor, #he Commission, the Secretary , the Department and all officers and employees of the State as named insured. 2. Commercial General Liability (CGL) Insurance written under ISO Form CG0001 or its equivalent with minimum limits of $3,000,000 per occurrence and in the aggregate for each one year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and completed operations coverage shall be provided for a per9od of three years following Substantial Completion of the Work. 3. Commercial Automobile Liability Insurance providing bodily injury and property damage liability coverage for all owned and nonowned vehicles assigned to or used in the perFormance of the Work with a combined single limit of not less than $1,000, 000 each occurrence. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $1,000,000 per occurrence with the State named as an additional insured or designated insured in connection with #he Cantractor's Performance of the Contract. If pollutants are to be transported, MCS 90 and CA 99 48 endorsements are required on the Commercial Automobile Liability insurance policy unless in-transit pollution risk is covered under a Pollution Liability insurance policy. 4. The Contractor shall be Named Insured and the Contracting Agency, the State, the Governor, the Commission, the Secretary, the Department, all officers and employees of the State, and their respective members, directors, officers, employees, agents and consultants (collectively the "Additionaf Insureds") shall be included as Additional Insureds for all policies and coverages specified in this Sectian, with the exception of the OCP policy. Said insurance coverage shall be primary and non-contributory insurance with respect to the insureds and the I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 6 L � II � � � � � � � � �J � � � � � 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Additional Insureds. Any insurance or self-insurance beyond that specified in this Contract that is maintained by any Additional Insured shali be in excess of such insurance and shall not contribute with it. All insurance coverage required by this Section shall be written and provided by "occurrence-based" policy forms rather than by "claims made° forms. All endorsements adding Additional Insureds to required policies shall be issued on (i) form CG 20 10 11 85 or a form deemed equivalent by the Contracting Agency, providing the Additional tnsureds with all policies and coverages set forth in this Se�tion, with the exception of the OCP and Commercial Auto policies or (ii) form CA 20 48 or forms deemed equivalent by Contracting Agency, providing the Additional Insureds with all coverage's required under the Commercial Automobile Liability. 5. The coverage limits to be provided by Contractor for itself and to the Contracting Agency and Additional Insureds pursuant to this section or any Special Provision, shall be on a"per project" aggregate basis with the minimum limits of liability as set forth herein for bath general liability and products/completed operations claims. The additional insured coverage required under this Section for productsfcompleted operations claims shall remain in full force and effect for not less than three years following Substantial Completion of the project. If the Contractor maintains, at any time, coverage limits for itself in excess of limits set forth in this Section 1-07.18 or any Special Provision, then those additional coverage limits shall also apply to the Contracting Agency and the Additional Insureds. This includes, but is not limited to, any coverage limits provided under any risk financing program of any description, whether such limits are primary, excess, contingent or otherwise. 6. All insurance policies and coverage's required under Section 1-07.18 and Section 1-07.10 shall contain a waiver of subrogation against the Contracting Agency , the State, any Additional Insured and their respective departments, agencies, boards, and commissions and their respective o�cers, officials, agents, and employees for losses arising from Work performed by or on behalf of the Contractor. This waiver has been mutually negotiated by the parties. 7. Where applicable, the Contractor shall cause each Subcontractor to provide insurance that complies with all applicable requirements of the Contractor-provided insurance as set forth herein, in circumstances where the Subcontractor is not covered by the Contractor-provided insurance. The Contractor shall have sole responsibility for determining the limits of coverage required, if any, to be obtained by Subcontractors, which determination shall be made in accordance with reasonable and prudent business practices. In the event that a Subcontractor is required to add the Contractor as an additional �nsured pursuant to its contract for Work at the Project, then the Contractor shall also cause each Subc:ontractor to include the Contracting Agency and the Additional Insureds as additional insureds as well, for primary and non-contributory limits of liability under each Subcontractor's Commercial General Liability, Commercial Automobile Liability and, any other coverage's which may be required pursuant to a"Special Provision". 8. Unless specifically noted otherwise in the Contract Documents, the parties to this Contract do not intend by any of the provisions of this Contract ta cause the public or any member thereof or any other Person to be a third party beneficiary of the Contract Documents. Nothing in this Contract authorizes anyone not a party to this I-5 SOUTHBOUND 320TH 3T OFF-RAMP CHANNELIZATION 10A067 2 3 5 6 8 9 10 11 12 13 14 95 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 43 44 46 47 48 49 50 51 52 Contract or a designated third party beneficiary to this Contract to maintain a suit for personal injuries or p�operty damage pursuant to the terrns or provisions of this Contract. It is the further intent of the Contracting Agency and the Contractor in executing the Form � of Contract that no individual, firm, corporation or any combination thereof which supplies materials, labor, services, or equipment to the Contractor for the performance of the Work shall become tliereby a thi�d party beneficiary of this Contract. The Contract Documents shall not be construed to create a contractual relationship of any kind between the Contracting Agency and a Subcontractor or any other Person except the Contractor. 9. The Owners and Contractors Protective Insurance policy shall not be subject to a deductible or contain provisions for a deductible. The Commercial General �iability policy and the Commercial Automobile Liability Insurance policy may, at the discretion of the Contractor, contain such provisions. If a deductible applies to any claim under these policies, then payment of that deductible will be the responsibility of the Contractor, nofinrithstanding any claim o# liability against the Contracting Agency. However in no event shall any provision for a deductible provide for a deductible in excess of $50,000.00. 10. With the exception of the Commercial Automobile liability coverage, no policies of insurance required under this Section shall contain an arbitration or altemative dispute resolution clause applicabfe to disputes beiween the insurer and its insureds. Any and all disputes conceming (i) terms and scope of insurance coverage afForded by the policies required hereunder and/or (ii) extra contractual remedies and relief which may be afforded policy. holders in connection with coverage disputes, shall be resolved in Washington Superior Court, applying Washington law. 11. Prior to Contract execution, the Contractor shall file with the Department of Transportation, Contract Payment Section, P.O. Box 47420, Olympia, WA 98504- 7420, ACORD Form Certi�cates of Insurance evidencing the minimum insurance coverages required under these Specifications. Within 30 days of being awarded a Contract, the Contractor shall provide the Depa�tment with complete copies, which may be electronic copies, of all insurance policies required under this section and any Special Provisions. 12. �The Contractor shall provide written notice to the Engineer af any policy cancellations and provide the Department of Transportation, Contract Payment Section, P.O. Box 47420 Olympia, WA 985047420, by U.S Mail, notice of any policy cancellation within finro business days of receipt of cancellation. 13. Failure on the part of the Contractor to maintain the insurance as required, or to not provide certification and copies of the insurance prior to the time specified in subsection 11 above, shall constitute a material breach of Contract upon which the Contracting Agency may, after giving 5-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. All costs for insurance, including any I-5 SOUTH80UND 320TH ST OFF-RAMP CHANNELIZATION 10A067 � � � � � � � � f' ,J I' i � , � � � � �� �' � LJ � � � � � � � � � � � �7 � 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 payments of deductible amounts, shall be considered incidental to and included in the unit Contract prices and no additional payment will be made. SECTION 1-0$, PROSECUTION AND PROGRESS January 3, 2011 1-08.1 Subcontracting The second and third sentences in the eighth paragraph are revised to read: This Certification shall be submitted to the Project Engineer on WSDOT form 421-023, "Quarterly Report of Amounts Paid as MBEMIBE Participants", quarterly for the State fiscal quarters: January 1 through March 31, April 1 through June 30, July 1 through September 30, October 1 through December 31, and for any remaining portion of a quarter through Physical Completion of the Contract. The report is due 20 calendar days following the fiscal quarter end or 20-calendar days after Physical Completion of the Contract. The last sentence in the ninth paragraph is revised to read: When required, this "Quarterly Report of Amounts Credited as DBE Participation" is in lieu of WSDOT form 421-023, "Quarterly Report of Amounts Paid as MBEM/BE Participants". 1 Time for Completion The last two sentences in the first pa�agraph are revised to read: When any of these holidays fall on a Sunday, the fallowing nonworking day. When the holiday falls on a Saturday, th counted a nonworking day. The days between December classified as nonworking days. Item number 2.c. in the sixth paragraph is revised to read: Monday shall be counted a e preceding Friday shall be 25 and January 1 will be c. Quarterly Reports ofAmounts Paid as MBE/WBE Participants, or Quarterly Reports of Amounts Credited as DBE Participation, as required by the Contract Provisions. SECTION 1-09, MEASUREMENT AND PAYMENT January 3, 2011 1-09.2(1) General Requirement for Weighing Equipment This section is revised to read: Unless specified otherwise, any Highway or Bridge construction materials to be proportioned or measured and paid for by weight shall be weighed on a scale. Sca/es Scales shall: be accurate to within 0.5-percent of the correc# weight throughout the range of use; 2. not include spring balances; 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 9 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 3. include beams, dials, or other reliabis readout equipment; 4. be built to prevent scale parts from binding, vibrating, or being displaced and to pratect ali working parts and; 5. be carefully maintained, with bunkers and platForms kept clear af accumulated materials that could cause eROrs. Scale Operations . Contractor provided scale operations are defined as operations where a scale is set up by the Contractor spec�cally for the project and most, if not all, material weighed on the scale is utilized for Contract Work. In this situation, the Contractor shall provide a person to operate the project scale, write tickets, perform scale checks and prepare reports. Commercial scale operations include the use of established scales used to sell materials to the public on a reguEar basis. In addition, for the purposes of this specificatian, all batch, hopper, and belt scales are considered to be commercial scales. When a commercial scale is used as the project scale, the Contractor may utilize a commercial scale operatar provided it is at no additional cost to the contracting agency. In addition, the Contractor shall ensure that: the Engineer is allowed to observe the weighing operation and check thE daily scale weight record; 2. scale verification checks are performed at the direction of the Co�tracting Agency (see Section 1-09.2(5)); 3. several times each day, the scale operator records and makes certain the platform scale balances and returns to zero when the load is removed; and 4. test results and scale weight records for each day's hauling operations are provided to the Engineer daily. Unless otherwise appro�ed, reporting shall utilize form 422-027, Scaleman's Daily Report. Trucks and Tickets Each truck to be weighed shall bear a unique identification number. This number shall be legible and in plain view of the scale operator. Each vehicle operator shall obtain a weigh or load ticket from the scale operator. The Contracting Agency will provide item quantity tickets for scales that are not self-printing. The Contractor shall provide tickets for self-printing scales. All tickets shall, at a minimum, contain the following ir�formation: date of haul; 2. contract number; 3. contract unit Bid item; 4. unit of ineasure; I-5 SOUTH80UND 320TH ST OFF-RAMP CHANNELIZATION 10A067 10 � � � � �� � � �� � � � 11 � � � � ' u � � � � � � '�l iJ � � � � � � 1 2 3 5 6 8 9 10 11 12 13 14 15 16 97 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 »� Q identification number of hauling vehicle; and weight delivered a. net weight in the case of batch and hopper scales b. gross weight, tare and net weight in the case of platform scales (tare may be omitted if a tare beam is used) c. approximate load out weight in the case of belt conveyor scales The vehicle operator shall deliver the ticket in legible condition to the material receiver at the material delivery point. The material delivery point is defined as the location where the material is incorporated into the permanent Work. 1 Specific Requirements for Batching Scales In the first paragraph, the last sentence is revised to read: Batching scales used for Portland Cement concrete or hot mix asphalt shall not be used for batching other materials. 1 Specific Requirements for Platform Scales In the first paragraph, the last sentence is revised to read: A tare weight shall be taken of each hauling vehicle at least once daily. The third paragraph is deleted. 1 Measurement This section is revised to read: Sca/e. Verification Checks The Engineer will verify the accuracy of each batch, hopper or platform scale. The frequency of verification checks will be such that at least one test weekly is perFormed for each weighed contract item of work being performed during that week. - Verification checks may not be routinely conducted quantities of weighed material who's estimated proposal quantity, multiplied by its unit price, has a value of less than $20,000. The verification will consist of one of the following methads and be at the Contractor's option: , 1. Weigh a loaded truck on a separate certified platform scale designated by the Contractor, for the purpose af scale verification. 2. Weigh a vehicle that weighs at least 10,OOQ pounds on a separate certified scale and then check the project scale with it. 3. Establish a certified fixed load weighing at least 10,000 pounds as a check- weight. The certification shafl consist of an affidavit a�rming the correct weight of the �xed load. i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZA170N 10AOST 11 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4Q 41 42 43 44 45 46 47 48 49 50 51 52 Should the scale verification check reveal a weight difference of more than 0.5-percent, a second scale verification check shali be perFormed immediately. If the weight differences of both comparison checks exceed the 0.5-percent limit, the Contractor shall immediately stop weighing and the scale shall be recertified at the Contractor's expense. Belt Scales To test the accuracy of a belt-conveyor scale, the Contractor shall weigh five or more payloads from sequentiaf hauling units and compare these weights with weights of the same payloads taken on a separate certified platForm scale. If the test results fluctuate, the Engineer may require more than five check loads. Conveyor weights will be based on tonnage values taken from the sealed odometer at the beginning and end of each check period. If scale verification checks show the scale has been under weighing, it shall be adjusted immediately. If scale verification checks show the scale has been overweighing, i#s operation will cease immediately until adjusted. Minor Construction Items If the specifications and plans require weig�ht measurement for minor construction items, the Contractor may request peRnission to conve�t volume to weight. If the Engineer approves, an agreed factor may be used to make this conVersion and volume may be used to calculate the corresponding weight for payment. 1-09.2(6) Payment This section is revised to read: Unless specified otherwise the Contracting Agency will pay for no materials received by weight unless they have been weighed as required in this section or as required by another method the Engineer has approved in writing. The Contractor shall not be compensated for any loss from under weighing that is revealed by scale verification checks. If scale verification checks reveal that the scale is over weighing, then payment for all material weighed since the last valid scale verification check will be adjusted. The contracting agency wi11 calculate the combined w�ight of all materials weighed after the last verification check showing accurate results.' This combined weight will then be reduced for payment by the percentage of scale error that exceeds 0.5-percent unless the Contractor demonstrates to the satisfaction of the Engineer that the defect in the scale was present for a lesser period of time. Unit con#ract prices for the various pay items of the project cover all costs related to weighing and proportioning materials for payment. These costs include but are not limited to: furnishing, instalfing, certifying, and maintaining scales; providing a weigher to operate a Contractor provided scale; i� SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 12 i__J � � i � � � � � � � �J � � � � � � � � � � � � � 1 2 3 4 5 6 7 $ 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4�4 45 46 47 48 49 50 • providing a weigher to operate a cammercial scale, if necessary; • providing self-printing tickets, if necessary; • rerouting a truck for verification weighing; • assisting the Engineer with scale verification checks; • any other related costs associated with meeting the requirements of this section. . 1-09.9 Payments The first paragraph is revised to read: The basis of payment will be the actual quantities of Work performed according to the Contract and as spec�ed for payment. The Contractor shall submit a breakdown of the cost of lump sum Items to enable the Project Engineer to determine the Work perFormed on a monthly basis. Lump sum item breakdowns shall be submitted prior to the �rst progress payment that includes payment for the Bid ltem in question. A breakdown is not required for lump sum items that include a basis for incrementa! payments as part of the respective Specification. Absent a lump sum breakdown the Project Engineer w+ll make a determination based on information available. The Project Engineer's determination of the cost of wo�lc shall be finaL In the third paragraph, the second sentence is deleted. 1-09.11(1)A Disputes Review Board Membership This section is supplemented with the following new paragraph: The Contracting Agency and Contractor shall indemnify and hold harmless the Boarcl Members from and against all claims, damages, losses and expenses, including but not limited to attarney's fees arising out of and resulting from the actions and recommendations of the Board. SECTION 1-10, TEMPORARY TRAFFIC CONTROL January 3, 2011 In Division 1-10, all references to "truck mounted" are revised to read "transportable". 1-90.2(3) Conformance to Established Standards � The reference N(TMA's)" in the paragraph that starts with "Category 3� is deleted. 1-10.3(2)C Lane Closure Setup/Takedown Item number 1 in the first paragraph is revised to read: 1. If the Plans show a portable changeable message sign, it shall be established in advance of the operation; far enough back to provide warning of bath the operation and any queue of traffic that has formed during the operation. I-5 SOUTNBOUND 320TH 3T OFF-RAMP CHANNELIZATION 10A087 73 1 2 In the second paragraph, the reference to "TMA/arrow board" is revised to read 3 "transportable attenuator/arrow board". 4 5 1 Construction Signs 6 In the fourth paragraph "height" is replaced with "tap of the ballast". 7 8 1-10.3(3)J Truck Mounted Attenuator 9 The title for this section is revised to read: 10 11 1-10.3(3)J Transportable Attenuator � 12 13 In the second and fourth paragraphs, the references to� "TMA" are revised to read 14 "Transportable Attenuato�". 15 16 In the first paragraph, the first sentence is revised to read: 17 18 Where shown on an approved traffic control plan or where ordered by the Engineer, the 19 Contractor shall provide, operate, and maintain transportable impact attenuators as 20 required in Section 9-35.12. 21 22 In the third paragraph, the reference to "truck's" is revised to read "host vehicle's". 23 ' 24 1-10.4(2j Item Bids with Lump Sum for Incidentals 25 All r�ferences to "Truck Mounted Impact Attenuator(s)" are revised to read "Transportable 26 Attenuator(s)". 27 28 In the sighth paragraph. the first sentence is revised to read: 29 30 "Transportable Attenuator" will be measured per each one time only for each host 31 vehicle with mounted or attached impact attenuator used on the project. 32 33 In the last sentence of the ninth paragraph, the reference to 'TMA" is replaced with 34 "transportable attenuato�". 35 36 1 Item Bids with Lump Sum for Incidentals 37 All references to "truck mounted +mpact attenuator(s)" are revised to read "transportable 38 attenuator(s)". 39 40 SECTION 2-01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP 41 April 5, 2010 42 43 44 45 46 47 2-01.3(2) Grubbing In the first paragraph Item 2. e. is revised to read: e. Upon which embankments will be placed except stumps may be close-cut or trimmed as allowed in Section 2-01.3(1) item 3. I-5 SOUTHBOUND 3207H ST OFF-RAMP CHANNELIZATION 10A067 14 � .� � � � � � � � � �a 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS January 4, 2010 2-02.3 Construction Requirements The fourth paragraph is revised to read: The Contractor may dispose of waste material in Contracting Agency owned sites if the Special Provisions or the Engineer permits it. Otherwise, the Cantractor shall a►range to dispose of waste at no expense to the Contracting Agency and the disposal shall meet the requirements of Section 2-03.3(7)C. SECTION 2-09, STRUCTURE EXCAVATION January 3, 2011 2-09.3(1 jE Backfilling The sixth paragraph is revised to read: The water/cement ratio shall be calculated on the total weight of cementitious material. Cementitious materials are those listed in Section 5-05.2. 2-09.3(2) Classification of Structure Excavation Item number 1 is revised to read: Class A. Structure excavation required for bridge and retaining wall footings, geosynthetic retaining wall footings, structural earth walls and sign structure footings, pile or drilled shaft caps, seals, wingwall footings, detention vaul#s, and noise barrier waN footings shall be class�ed as Structure excavation Class A. if the excavation requires a cofferdam, structural shoring, or extra excavation, the work outside the neat lines of the Structure excavation Class A shall be class�ed as shoring or extra excavation Class A. 2 Shoring and Cofferdams The 14th paragraph is revised to read: If soldier piles are placed in drilled hales, and lagging is installed concurrently with the excavation, all backfill above the bottom of the lagging shall consist of controlled density fill or lean concrete. Backfill below the bottom of the lagging may consist of pea gravel. If full-height steel sheet lagging is installed prior to excavation, soldier pile holss may be backfilled with pea graveL 2 Measurecnent The second sentence in the following: the second paragraph, "Horizontal Limits", is supplemented with {4) more than 1-foot outside the perimeter of the soil reinforcement area for geosynthetic and structural earth walls. i-s SOUTHBOt1ND 320TH ST OFF-RAMP CHANNELIZATION 10A067 15 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 SECTION 5-01, CEMENT CONCRETE PAVEMENT REHABILITATION August 2, 2010 � 5-01.2 Materials The referenced section for the following item is revised to read: Dowel Bars 9-07.5(1) 5 Replace Portland Cement Concrete Panel The thirteenth paragraph is revised to read: The tie bar and dowel bar holes shall be blown clean with compressed air before grouting. The bar shall be centered in the hole and all voids around the bar completely filled with grout, Dams, if needed, shall be placed at the front of the holes to con�ne the grout and center the bars in the holes. The dams shall permit the escape of air without leaking grout and shall not be removed until grout has cured in #he hole. 5-01.3(fi) Dowel Bar Retrofit The last paragraph is de{eted. 5 Portland Cement Concrete Pavement Grinding The third sentence in the �rst paragraph is revised to read: Grind one pass along the edge adjaaent to Portland Cement Concrete Pavement (PCCP) placsd in accordance with Section 5-05, trefore the PCCP is placed. The second sentence in the second paragraph is deleted. SECTION 5-02, BITUMINOUS SURFACE TREATMENT August 2, 2010 5-02.5 Payment The following pay item and related statements are deleted: "Asphalt Emulsion Price AdjustmenY', by calculation. SECTI4N 5-04, HOT MIX ASPHALT April 5, 2010 5-04.3(8)A1 General The second sentence in the second paragraph is revised to read: Statistical evaluation will be used for a class of HMA with the same PG grade of asphalt binder, when the Proposal quantities exceed 4,000-tons. The third paragraph is revised to read: Nonstatistical evaluation will be used for the acceptance of HMA when the Proposal quantities for a class of HMA, with the same PG grade of asphalt binder, are 4,000-tons or less. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNEI.IZATION 10A067 16 � � � li � � � � � 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 5-04.3{8)A4 Definition of Sampling Lot and Sublot The first sentence in the first paragraph is revised to read: A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance with a maximum of 15 sublots per fot; the final lot for a mix design may be increased to 25 sublots 5-04.3(10)B1 General The first sentence in the second paragraph is revised to read: A lot is represented by randomly selected sampies of the same mix design that will be tested for acceptance with a maximum of 15 sublots per lot; the final lot for a mix design may be increased to 25 sublots. SECTION 5 CEMENT CONCRETE PAVEMENT January 3, 2011 5-05.2 Materials This section is supplemented with the following: Cementitious Materials are considered to be the following: portland cement, blended hydraulic cement, fly ash, ground granulated blast-fumace slag, microsilica fume, and metakaolin. 5-05.3(1) Concrete Mix Design For Paving In number 1., the second sentence in the faurth paragraph is revised to read: Cementitious materials are those listed in Section 5-Q5.2. tn number 3.c., the last paragraph is deleted. 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement All references to "AASHTO T 22" are revised to read "WSDOT FOP for AASHTO T 22". In the fifth paragraph "WAQTC FOP for TM 2" is revised to read "WAQTC TM 2". The eighth paragraph is revised to read: Acceptance testing for compliance of air content and 28-day compressive strength shall be conducted from samples prepared according to WSDOT FOP for WAQTC TM 2. Air content shall be determined by conducting WSDOT FOP for WAQTC /AASHTO T 152. Compressive Strength shall be determined by WSDOT FOP for AASHTO T 23 and WSDOT FOP for AASHTO T 22. 5-05.3(11) Finishing The first sentence in the third paragraph is revised to read: On projects requiring less than 500-square yards of cement concrete pavement ar irregular areas the surface finish may be either longitudinal tining or be given a final finish surFace by texturing with a comb perpendicular to the centerline of the pavement. i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 17 ��� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 The third sentence in the third paragraph is deleted. The last sentence in the third paragraph is revised to read: Regardless of the surface finish, if the pavement has a raised curb without a formed concrete gutter, the texturing shaH end 2-feet from the curb tine. This section is supplemented with the following two new paragraphs: The standard method of surFace finish shall be longitudinal tining. In advance of curing operations, where longitudinal tining is required, the pavement shali be given an initial and a final texturing. Initial texturing shall be perfiormed with a burlap drag or broom device that will produce striations parallel with centerline. Final texturing shall be performed with a spring steel tine device that will produce grooves parallel with the centerline. The spring steel tine device shall be operated within 5-inches, but not closer than 3-inches, of pavement edges. Burlap drags, br�oms and tine devices shall be installed on self-propelled equipment having extemal alignment control. The installation shall be such that when texturing, the area of burlap in contact with the pavement surface shall be maintained constant at all times. Broom and tine devices shall be provided with positive elevation control. Downward pressure on pavement surface shall be maintained at all times during texturing so as to achieve uniform textu�ing without measurable variations in pavement profile. Self-propelled texturing machines shall be operated so that travel speed when texturing is maintained constant. Failure of equipment to conform to all provisions in this paragraph shall constitute cause for stopping placement of concrete until the equipment deficiency or malfunction is corrected. Spring steel tines of the final texturing device shall be rectangular in cross section, 3 /32 to '/ inch wide, on % inch centers, and of sufficient length, thickness and resilience to form grooves approximately 3 /, s inch deep in the fresh concrete surFace. Final texture shall be uniform in appearance with substantially all of the grooves having a depth between'/, inch and 5 / 1e inch. 5-05.3(12) Surface Smoothness The first paragraph is revised to read: The pavement smoothness will be checked with equipment furnished and operated by the Contractor, under supervision of the Enginee�, within 48-hours following placement of concrete. Smoothness of all pavement placed except Shoulders, ramp tapers, intersections, tight horizontal curves, and small or irregular areas as defined by Section 5-05.3(3) unless specified otherwise, will be measured with a recording profilagraph, as specified in Section 5-05.3(3), parallel to centerline, from which the profile index will be determined in accordance with WSDOT Test Method 807. Tight horizontal curves are curves having a centerline radius of curve less than 1,000 feet and pavement within the superelevation transition of those curves. � 5 Curing Compound The tenth paragraph is deleted. 49 5-05.3(16) Protection of Pavement 50 All references to °AASHTO T 22" are revised to read "WSDOT FOP for AASHTO T 22°. 1-5 SOUTHBOUND.320TH ST OFF CHANNELIZATION 10A067 78 � � � � � � � ' 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 5-05.3(17) Opening to Traffic All references to "AASHTO T 22" are revised to read "WSDOT FOP for AASHTO T 22". SECTION 6-01, GENERAI. REQUIREMENTS FOR STRUCTURES August 2, 2010 6-01.6 Load Restrictions on Bridges Under Construction In the first paragraph "roadway deck" is deleted and replaced with "bridge deck�. 6-01.8 Approaches to Movable Spans In the first paragraph "roadway" is deleted and replaced with "b�idge deck". SECTI4N 6-02, CONCRETE STRUCTURES January 3, 2011 In Division 6-02, all references to "roadway slab", "roadway deck" and °deck s[ab" are deleted and replaced with "bridge deck". fi-02.2 Materials In the first paragraph, the following item is inserted after the item "Microsilica Fume°: Metakaolin 9-23.12 6-02.3(1) Classification of Structural Concrete The first paragraph is deleted and replaced with the following two new paragraphs: The class of concrete to be used shall be as noted in the Plans and these Speci�cations. The Class includes the specified minimum compressive strength in psi at 28 days (numerical class) and may include a letter suffix to denote structural concrete for a specific use. Letter suffixes include A for bridge approach slabs, D for bridge decks, P for piling and shafts, and W for underwater. The numerical class without a letter suffix denotes structural concrete for general purposes. Concrete of a numerical class greater than 4000 shall conform to the requirements specified for either Class 4000 (if general purpose) or for the appropriate Class 4000 with a letter suffix, as follows: 2. 3. 1. Mix ingredients and proportioning specified in Sectio�n 6-02.3(2) and Section 6- 02.3(2)A. Consistency requirements specified in Section 6-02.3(4}C. Curing requirements speci�ed in 6-02.3(11). 6-02.3(2) Proportioning Materials The table following the third paragraph is revised to read: I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A067 . 19 9 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Table 2 Cementitious Requirement for Concrete Class of Minimum Minimum % Maximum % Maximum % Concrete Cementitiou replacement replacement replacement s of fly as for of fly ash of ground Content portland for granulated (Ibs) cement portland . blast cement furnace slag for � portland cement 4000 564 * 35 4Q 4000A 564 * 20 30 4000D 660 10 20 30 4000P 600 15 35 40 4000W 564 * 35 40 3000 564 * 35 40 Commercial ""564 '' 35 40 Concrete Pumpable * " *** *** Lean Concrete Lean 140 - 200 * 35' 40 Concrete • No minimum specified "* For Commercial Concrete the minimum cementitious content is only required for sidewalks, curbs and gutters *** No ma�imum specified The fifth paragraph is revised to read: The water/cement ratio shall be calculated on the total weight of cementitious material. Cementitious materials are those listed in Section 5-05.2. With the Engineers written approval microsilica fume and metakaolin can be used in all classifications of Class 4000, Class 3000 and commercial concrete and is limited to a maximum of 10°!0 of the cementitious material. 6 Contractor Mix Design The fourth, fifth and sixth sentences of the first paragraph are deleted and replaced with the following sentence: All proposed concrete mix shall meet the requirements of Table 2 Cementitious Requirement for Concrete in Section 6-02.3(2). 6 Lean Concrete This section is revised to read: Lean concre#e shall have a minimum cementitious material content of befinreen 145 and 200-pounds per cubic yard and have a maximum water/cement ratio of 2. i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 20 � � � � � �� � � 1 � � � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 48 49 50 51 6-02.3(6) Placing Concrete The third paragraph is revised to read: All foundations, forms, and contacting concrete surfaces shall be moistened with water just before the concrete is placed. Any standing water on the foundation, on the concrete surface, or in the form shall be removed. The following new sentence is added after the fourth sentence in the fourth paragraph: The submittal to the Engineer shall include justificafion that the concrete mix design will remain fluid for interruptions longer than 30-minutes befinreen placements. 6-02.3(6)D Protection Against Vibration The first paragraph is revised to read: Freshly placed concrete shall not be subjected to excessive vibration and shock waves during fhe curing period until it has reached a 2000-psi minimum compressive strength for structural concrete and lower strength classes of concrete. 6-02.3(10)D Concrete Placement, Finishing, and Texturing The following paragraph is inserted at the beginning of this section: Before placing bridge approach slab concrete, the subgrade shall be constructed in accordance with Sections 2-06 and 5-05.3(6). 6-02.3(10)F Bridge Approach S1ab Orientation and Anchors The third sentence in the second paragraph is revised to read: All metal parts of the approach expansion anchor shall receive one coat of paint conforming to Section 9-08.1(2)F or be galvanized in accordance with AASHTO M 232. 6-02.3(11) Curing Concrete In the fifth paragraph "Type 1 D" is revised to read "Type� 1 D, Class B°. 6-02.3(17)B Allowable Design Stresses and Deflections Under the heading "Timber", the second sentence is revised to read: The allowable stresses and loads shall not exceed the lesser of stresses and loads given in the table below or factored stresses for designated species and grade in Table 7.3 of the Timber Constnaction Manual, latest Edition by the American Institute of Timber Construction Under the heading "Steel", the �rst sentence is revised to read: For identified grades of steel, design stresses shall not exceed those specified in the Stee! Construction Manual, latest Editian by the American Institute of Steel Construction, except as follows 6-02.3(17)F Bracing Under the heading "Temporary Bracing for Bridge Girders", the table is revised to read: I-5 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 21 1 2 3 4 5 6 7 8 9 10 Girder Series Distance in Inches W42G 30 W50G 42 W58G 63 W74G 66 Prestressed conc�ete tub girders 30 with webs with flanges WF36G, WF42G, WF50G, 70 WF58G, WF66G, WF74G, WF83G, WF95G, and WF100G W32BTG, W38BTG, and 70 W62BTG WF74PTG, WF83PTG, 70 WF95PTG, and WF100PTG 6-02.3(17)N Removal of Falsework and Forms The first paragraph including table is revised to read: If the Engineer does not specify otherwise, the Contractor may remove forms based on an applicable row of criteria in the table below. Both compressive strength and minimum time criteria must be met if both are listed in the applicable row. The minimum time shall be from the time of the last concrete placement the forms support. In no case shall the Contractor remove forms or falsework without the Engineer's approval. � �. � � I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNEUZATION 10A067 22 � I � � � 1 3 4 5 6 7 8 10 11 12 13 Concrete Placed In Percent of Specified Minimum Minimum Time Minimum Compressive Compressive Strength1 Stren th1 Columns, wails, non- — — 3 days sloping box girder webs, abutments, footings, pile caps„ traffic and pedestrian barriers, and any other side form not supporting the concrete wei ht. Columns, walls, non- — 1400 psi 18 hours sloping box girder webs, abutments, traffic and pedestrian barriers, and any other side form not supporting the concrete wei ht or other loads. Side forms of footings, pile — — 18 hours ca s, and shaft ca s. Crossbeams, shaft caps, 80 — 5 days struts, inclined columns and inclined walls. Bridge decks supported on 80 — 10 days wood or steel stringers or on steel or prestressed concrete irders. Box girders, T beam 80 — 14 days girders, and flat-slab Su rstructure. Arches. 80 — 21 da 1 Strength shall be proved by test cylinders made from the last concrete placed into the form. The cylinders shall be cured according to WSDOT FOP for AASHTO T 23. 2 Curing compound shall be immediately applied to the sides when forms are removed. 3 Where continuous spans are involved, the time for all spans will be determined by the last concrete laced affectin an s an. The third and fourth paragraphs are deleted. The fifth paragraph is revised to read: Curing shall comply as required in Section 6-02.3(11). The concrete surface shall not become dry during form removal if removed during the cure period. 6 Grout for Anchor Botts and Bridge Bearings In the fourth paragraph "9-20.3(4)" is revised to read "Section 9-20.3(4}". 1-5 SOUTHBOUND 320TH ST OFF-RAMP ` CHANNELIZATION 10A067 23 1 2 3 5 s s 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 6-02.3(24) Reinforcement This .first paragraph is revised to read: Although a bar list is normally included in the Plans, the Contracting Agency does not guarantee its accuracy and it shall be used at the Contractor's risk. Reinforcement fabrication details shall be determined from the information provided in the Plans. The third paragraph is deleted. 6 Placing and Fastening The eighth paragraph is revised to read: Mortar blocks may be accepted based on a Manufacturer's Certificate of Compliance. The 14th paragraph is revised to read: Clearances for main bars shall be at least: 4-inches between: 3-inches between: 2'/-inches between: Bars and the surFace of any concrete masonry exposed to the action of salt or alkaline water. Bars and the surface of any concrete deposited against earth without intervening forms. Adjacent bars in a layer. Bridge deck bars and the top of the bridge deck. 2-inches beiween: Adjacent layers. Bars and the surFace of concrete exposed to earth, Reinforcing bars and the faces of forms for exposed aggregate finish. 1%z-inches between: Bars and the surface of co�crete when not specified otherwise in this Section or in the Plans. Bamer and curb bars and the surface of concrete. 1-inch befinreen: Slab bars and the bottom of the slab. Slab bars and the top surface of the bottom slab of a cast-in-place concrete box girder. The following new paragraph is inserted after the 14th paragraph: Cover to ties and stirrups may be '/-inch less than the values specified for main bars but shall not be less than 1-inch. 6-02.3{24)F Mechanical Splices Items 1, 2, and 3 in the fourth paragraph are revised to read: 1. Mechanical splices shall develop at least 125 percent of the specified yield strength of the unspliced bar. The ultimate tensile strength of the mechanical splice shall exceed that of the unspiiced bar. i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 24 � � � � ,� � � � ui � � � � � � � � 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 2. The total slip of the bar within the spliced sleeve of the connector after loading in tension to 30.0 ksi and relaxing to 3.0 ksi shail not exceed the failowing measured displacements between gage points clear of the splice sleeve: a. 0.01 inches for bar sizes up to No. 14. b. 0.03 inches for No. 18 bars. 3. The maximum allowable bar size for mechanical laps splices shaN be No. 6. 6-02.3(25) Prestressed Concrete Girders Under the heading "Prestressed Concrete �de Flange I Girder" the last sentence is revised to read: WSDOT standard girders in this category include Series WF36G, WF42G, WF50G, WF58G, WF66G, WF74G, WF83G, WF95G and WF100G. Under the heading "Spliced Prestressed Concrete Girder" the fourth sentence is revised to read: Ducts shall canform to the Section 6-02.3(26)E requirements for intemal embedded installation except that ducts for I girders may be 24 gage, semi-rigid, galvanized, coRUgated, ferrous metal. Ducts shall be round, unless the Engineer approves use of elliptical shaped ducts. Under the heading "Spliced Prestressed Concrete Girder" the last sentence is revised to read: WSD�T standard girders in this category include Series WF74PTG, WF83PTG, WF95PTG and WF100PTG. 6-02.3{25)I Fabrication Tolerances Item Number 1 in the first paragraph is revised to read: 1. Prestressed Concrete Girder Length (overall): t 1/4-inch per 25-feet of beam length, up to a maximum of t 1-1/2-inch. 6 Handling and Storage In the third sentence of the second paragraph, the reference to "1-foot-9-inches" is revised to read "3-foot-0-inches". In the fourth paragraph, the second, third, and fourth sentences are revised to read: The lifting locations and concrete release strengths shown in the girder schedule in the Plans assume that these temporary strands are pretensioned. Altematively, these temporary strands may be post-tensioned, provided the same lifting locations indicated in the girder schedule are used and the strands are tensioned prior to lifting the girder from the form. These temporary strands sha{I be of the same diameter, and shall be tensioned to the same force, as the permanent strands. In the fifth paragraph, the following new sentence is inserted after the second sentence: I-5 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 25 When temporary top s#rands are not needed for lifting but are required for shipping, they shall be post-tensioned on the same day that the pennanent prestress is released into the girder. 6 Prestressed Concrete Girder Erection The seventh paragraph is supplemented with the following: The aspect ratio (height/width) of oak block wedges at the girder centerline shall not exceed 1.0. � 6-02.3(26)E Ducts � Beneath the heading "Ducts for Internal Embedded Installation" the second sentence in the second paragraph is revised to read: Polypropylene ducts shall conform to ASTM D 4101 with a cell classification range of PP0340614541 to PP0340667884. This section is supplemented with the following: All duct splices, joints, couplings and connections to anchorages shall be made with devices or methods (mechanical couplers, plastic sleeves, shrink sleeve) that are approved by the duct manufacturer and produce a smooth interior alignment with no lips or kinks. All connections and fittings shall be air and mortar tight. Taping is not acceptable for connections and fittings. 6 Grouting The first sentence in the last paragraph is deleted. 6-02.3(27) Concrete for Precast Units The first paragraph is supplsmented with the following: Type III portland cement is permitt�d to be used in precast concrete units. The third paragraph is deleted. This section is supplemented with the following new sub-sections: 6-02.3(27)A Use of Self Consolidating Concrete for Precast Units Self Consolidating Concrete (SCC) is concrete that is able to flow under its own weight and completely fill the formwork wifhout the need of any vibration while maintaining homogeneity, even in the presence of dense reinforcement. SCC shall be capable of flowing through the steel reinforcing bar cage without segregation or buildup of differential head inside or outside of the steel reinforcing bar cage. SCC may be used for the following precast concrete structure elements: 1. Precast roof, wall and floor panels, and retaining wall panels in accordance with Section 6-02.3(28). 2. Precast reinforced concrete three sided structures in accordance with Section 6-02.3(28) as supplemented in the Special Provisions: i-s SOUTHBOUND 320TH ST OFF-RAMP ' CNANNELiZATION 10A067 26 � � � � t � � � � � � � l� � � � � � � I-� ' � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 3. Precast concrete barrier in accordance with Section 6-10.3(1). 4. Precast concrete wall stem panels in accordance with Section 6-11.3(3). 5. Precast concrete noise barrier wall panels in accordance with Section 6- 12.3(6). 6. Structural earth wall precast concrete facing panels in accordance with Section 6-13.3(4}. 7. Precast drainage structure elements in accordance with Section 9-05.50. 8. Precast junction boxes, cable vaults, and puU boxes in accordance with Section 9-29.2. 6-02.3(27)B Submittals for Self Consolidating Concrete for Precast Units With the exception of items 3, 7, and 8 in Section 6-02.3(27)A, the Contractor shall submit the mix design for SCC to the Engineer for annual approval in accordance with Section 6-02.3(28)B . The mix design submittal shall include items specified in Section 6-02.3(2)A and results of the fallowing tests conducted on concrete that has slump flow within the slump flow range defined below: 1. Slump Flow. a. The mix design shall specify the target slump flow in inches, in accordance with WSDOT FOP for ASTM C 1611. The slump flow range is defined as the target slump flow plus or minus 2-inches. b. The visual stability index (VSI) shall be less than or equal to 1, in accordance with ASTM. C 1611, Appendix X1, using Filling Procedure B. c. The T� flow rate results shall be less than 6-seconds in accordance with ASTM C 1611, Appendix X1, using Filling Procedure B. 2. Column Segregation. a. The maximum static segregation shall be 10-percent in accordance with ASTM C 1610. b. The Maximum Hardened Visual Stability Index (HVSI) shall be 1 in accordance with AASHTO PP 58. 3. J ring test results for passing ability shal{ be less than or equal to 1.5-inches in accordance with the WSDOT FOP for ASTM C 1621. 4. Air content shall be tested in accordance with WSDOT Test Method T 818, and shall conform to Section 6-02.3(2)A. 5. Concrete unit weight results in pounds per cubic foot shall be recorded in accordance with AASHTO T 121, except that the concrete shall not be consolidated in the test mold. � I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10AOBT � 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 1$ 19 20 21 22 23 24 25 26 27 2$ 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 6. The temperature of all concrete laboratory test samples shall be tested in accordance with AASHTO T 309 and shali conform to the placement limits specified in Section 6-02.3(4)D. 7. The modulus of elasticity in pounds per square inch at 28 days shall be recorded in accordance with ASTM C 469. Use of Type III cement is permitted. Placement for construction may include consolidation using light vibration, but the requirements of Section 6-02.3(4)C for consistency will not apply. Items 3, 7, and 8 in Section 6-02.3(27)A require the precast plant to cast one representative structure acceptable to the Engineer and have the structure sawn in half for examination by the Contraoting Agency to determine that segregation has not occurred. The Contracting Agency's approval of the sawn structure will constitute approval of the precast plant to use SCC and a concrete mix design submittal is not required. 6-02.3(27)C Acceptance Testing of Self Consolidating Concrete for Precast Units Acceptance testing shall be performed by the Contractor and test results shall be submitted to the Engineer. Placement of SCC for concrete testing such as cylinder preparation shall be in accordance with WSDOT Test Me#hod T 819. SCC for items 1, 2, 4, 5, and 6 in Sectian 6-02.3(27)A will be accepted in accordance with Section 6-02.3(5) procedures, and based on conformance to the requirements specified above and in Section 6-02.3(2)A, for the following: 1. Temperature. 2. Air content. 3. Compressiv� st�ength at 28-days. 4. Slump flow within the target slump flow range. 5. J ring passing ability less than or equal to 1.5-inches. 6. VSI less than or equal to 1. SCC for concrete barrier will be accepted in accordance with temperature, air, and compressive strength testing listed above. SCC for precast junction boxes, cable vaults, and pull boxes will be accepted in accordance with temperature and compressive strength testing listed above. SCC for precast drainage structure elements will be accepted in accordance with the requirements of AASHTO M 199. � &02.3(28)B Casting The second paragraph is revised to read: 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 28 ' � � �� � LJ � I � � � ' �J � �� � ' � � � u L� C � ' , 1 �J � C_ J � , � � � 1 2 3 5 6 8 Concrete shali mee# requirements of Section 6-02.3(25)B for annual pre-approval of the concrete mix design, and slump. If SCC is used the concrete shall conform to Sec#ions 6-02.3(27)B and 6-02.3(27)C. 6-02.3(28)F Toferances The reference to "PCI-MNL-166" is revised to read "PCI-MNL-116". 9 SECTION 6-03, STEEL STRUCTURES 10 August 2, 2010 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 6-03.3(25) Repair Welding In the ficst paragraph "2002" is revised to read "2008". 6-03.3(25)A Weiding Inspection In the first paragraph "2002" is revised to read "2008". In the paragraph below the heading "Radiographic Inspection" "2002 Structural" is revised to read "2008 Bridge". 6-03.3(29) Vacant This section including title is revised to read: Welded Shear Connectors All welded shear connectors on steel girder top flanges shall be installed in the �eld after the forms for the concrete bridge deck are in place. The steel surface to be welded shall be prepared to SSPC-SP 11, power tool cleaning, just prior to welding. Installation, production control, and inspection of welded shear connectors shall confoRn to Chapter 7 of the AASHTO/AWS D1.5M/D1.5:2008 Bridge Welding Code. After #he welded s.hear connectors are installed, the weld and the disturbed steel surface shall be cleaned and painted in accordance with Section 6-07.3(9)I. 6-03.3(33j Bolted Connections This section is revised to read: Fastener components shall consist of bolts, nuts, washers, tension control bolt assemblies, and direct tension indicators. Fastener components shall meet the requirements of Section 9-06.5(3). The Contractor shall submit documentation of the bolt tension calibrator for approval by the Engineer and shall include brand, capacity, model, date of last calibration, and manufa�turer's instructions for use. The Contractor shall be responsible to supply the approved bolt tension calibrator and all accompanying hardware and calibrated torque wrenches to conduct all testing and inspection described herein. Use of the bolt tension calibrator shall comply with manufacturer's recommendations. Fastener components shall be protected from dirt and moisture in closed containers at the site of installation. Only as many fastener components as are anticipated to be installed during the Work shift shall be taken from protected storage. Fastener components that are not incorporated into the Work shall be returned to protected storage at the end of the Work shift. Fastener components shall not be cleaned or I-5 SOUTFtBOUND 320TH ST OFF-RAMP CHANNELtZATION 10A067 29 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 modified from the as-delivered condition. Fastener components that accumulate rust or dirt shall not be incorporated into the Work. Tension control bolt assemblies shall not be relubricated, except by the manufacturer. All bolted connections are slip critical. Painted structures require either Type 1 or Type 3 bolts. Unpainted structures require Type 3 bolts. AASHTO M 253 bolts shall not be galvanized or be used in contact with galvanized metaL Washers are required under tumed elements for bolted connections and as required in the following: Washers shall be used under both the head and the nut when AASHTO M 253 bolts are to be installed in structural carbon steel, as specified in Section 9- 06.1. 2. Where the outer face of the bolted parts has a slope greater than 1:20 with respect to a plane normal to the bolt axis, a beveled washer shall be used. 3. Washers shall not be stacked unless otherwise approved by the Engineer. 4. It is acceptable to place a washer under the unturned element. All galvanized nuts shall be lubricated by the manufacturer with a lubricant containing a visible dye so a visual check for the lubricant can be made at the time of field installation. Black bolts shall be lubricated by the manufacturer and shall be "oily" to the touch when installed. After assembly, bolted parts shall fit solidly together. They shall not be separated by washers, gaskets, or any other material. Assembled joint surFaces, including those next to bolt heads, nuts, and washers, shall be free of loose mill scale, burrs, dirt, and other foreign material that would prevent solid seating. When all bolts in a joint are tight, each bolt shall carry at least the proof load shown in Table 3 below: Table 3 Minimum Bolt Tension Bolt Size AASHTQ M 164 and AASHTO M 253 (inches) ASTM F 1852 (pounds) (pounds) / 12,050 14,900 / 19,200 23,700 / 28,400 35,100 / 39,250 48,500 1 51,500 63,600 1 /8 56,450 $0,100 1 / 71,700 101,800 1 /8 85,450 121,300 4 / 104,000 147,500 I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A0B7 30 � � � � � � '�J � , ' �I u � ' � � �J ' � � � C. J � � ' � � , � � ' � C ' ' � � �_J 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Prior to final tightening of any bolts in a bolted connection, the connection shall be compacted to a snug-tight condition. Snug tight shall include bringing all plies af the connection into firm contact and snug-tightening all bolts in accordance with Section 6- 03.3(32). Final tightening may be done by either the tum-of-nut method, the direct-tension indicator method, or finrist off type tension control structural bolUnut/washer assembly method. Preferably, the nut shall be turned tight while the bolt is prevented from rotating. However, if required by either turn-of-nut or direct-tension-indicator methods, because of bolt entering and/or wrench operational clearances, tightening may be done by tuming the bolt while the nut is prevented from rotating. 1. Turn-of-Nut Method. After all specified bolting conditions satisfied, and before final tightening, the Contractor shall match-mark with crayon or paint the outer face of each nut and the protruding part of the bolt. Each bolt shall be final tightened to the specified minimum tension by rotating the amount specified in Table 4. To ensure that this tightening method is followed, the Engineer will (1} observe as the Contractor installs, snug-tightens, and final tightens all bolts and (2) inspect each match-mark. Table 4 Turn-of-Nut Tightening Method Nut Rotational from Snug- Tight Condition Bolt Length Disposition of Outer Faces of Bolted Parts Condifion 1 Condition 2 Condifion 3 L<= 4D / turn I turn �3 turn 4D < L<= 8D / turn / turn / turn 8D < L<= 12D / turn / turn 1 tum tsoit iengtn measured trom underside ot head to top ot nut. Condition 1— both faces at right angles to bolt axis. Condition 2— one face at right angls to bolt axis, one face sloped no more than 1:20, without bevel washer. Condition 3— both faces sloped no more than 1:20 from right angle to bolt axis, without bevel washer. Nut rotation is relative to the bolt regardless of which element (nut or bolt) is being turned. Tolerances permitted plus or minus 30 degrees {'/ turn� for final turns of'/2 turn or less; plus or minus 45 degrees ('/ turn) for final tums of / tum or more. D= nominal bolt diameter of bolt being tightened. When bolt length exceeds 12D, the rotation shall be determined by actual tests in which a suitable tension device simulates actual conditions. 2. Direct-Tension-Indicator Method. Direct-Tension-Indicators (DTIs) shall not be used under the turned element. DTIs shall be placed under the bolt head with the I-5 SOUTHBOUND 3207H ST OFF-RAMP CHANNELIZATION 10A067 31 1 protrusions facing the bolt head when the nut is turned. DTIs shall be placed under ' 2 the nut with the protrusions facing the nut when the bolt is turned. 3 � 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 .. - � - - . . . --. - - .. � .. - � . :. - . -- -_ - . -- . ������ ������� 'llr������� ������� ������� ������� ������� ������� ������� ������� Gap refusal shall be measured with a 0.005 inch tapered feeler gage. After all specified bolting conditions are satisfied, the snug-tightened gaps shall meet Table 5 snug-tight limits. Each bolt shail be final-tightened to meet Table 5 final tighten limits. If the bolt is tensioned so that no visible gap in any space remains, the bolt and DTI shall be removed and replaced by a new properly tensioned bolt and DTI. The Contractor shall tension all bolts, inspecting all DTIs with a feeler gage, in the presence of the Engineer. DTIs shall be installed by 2 or more person crews with 1 individual preventing the element at the DTI from turning, and measuring the gap of the DTI to determine the proper tension of the bolt. If a bolt, that has had its DTI brought to full load, laosens during the course of bolting the connection, it shall be rejected. Reuse of the bolt and nut are subject to the provisions of this section. The used DTI shall not be reinstalled. 3. Twist Off Type Tension Control Structural Bolt/NutMlasher 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. Tension control bolt assembly components shall not be interchanged for testing or installation and shall comply with all provisions of ASTM F 1852. . The tension control bolts shall incorporate a design feature intended to either indirectly indicate, or to automatically provide, the minimum tension specified in Table 3 of Section 6-03.3(33). as SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 14A067 32 C , , � L. J ' � ' , � , � , � CI � I� � l� 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 48 49 50 51 The Contractor shall submit the tension control bolt assembly to the Engineer for approval with bolt capaci#ies, type of bolt, nut, and washer lubricant, method of packaging and protection of the lubricated bolt, installation equipment, calibration equipment, and installation procedures. The tension control bolt manufacturer's installation procedure shall be followed for installation of bolts in the verification testing device, in all calibration devices, and in all structure connections. In some cases, proper tensioning of the bolts may require more than one cycle of systematic partial tightening prior to final yield or fracture of the tension control element of each bolt. If yield or fracture of the tension control element of a bolt occurs prior to the final tightening cycle, that bolt shall be replaced with a new one. Additional field verification testing shall be performed as requested by the Engineer. Alf bolts and connecting hardware shall be stored and handled in a manner to prevent corrosion and loss of lubricant. Bolts which are installed without the same lubricant coating as tested under the veri�cation test will be rejected and sha{I be removed from the joint and be replaced with new lubricated bolts at no additional cost to #he Contracting Agency. � AASHTC> M 253 bolts, galvanized AASHTO M 164 bolts, and ASTM F 1852 tension control bolt assemblies shall not be reused. Black AASHTO M 164 bolts may be reused once if approved by the Engineer. All bolts to be reused shall have their threads inspected for distortion by reinstalling the used nut on the bolt and tuming the nut for the full length of the balt threads by hand. Bolts to be reused shall be relubricated in accardance with the manufacturer's recommendations and as approved by the Engineer. Used bolts shall be subject to a rotational capacity test as specified in Section 6-03.3{33)A Pre-Erection Testing. Touching up or retightening bolts previously tightened by the turn-of-nut method, which may have been loosened by the tightening of adjacent bolts shall not be considered as reuse, provided the snugging up continues from the initial position and does not require greater rotation, including the tolerance, than that required by Table 4. 6 Pre Testing This section is revised to read: High strength balt assemblies (bolt, nut, direct tension indicator, and washer), black and galvanized, shall be subjected to a field rotational capacity test, as outlined below, prior to any permanent fastener installation. For field installations, the rotational capacity test shall be conducted at the jobsite. Each combination of bolt praduction lot, nut production lot, washer production lot, and direct tension indicator production lat shall be tested as an assembly, except tension control bolt assemblies which shall be tested as supplied by the manufacturer. Each rotational capacity test shall include three assemblies. Once an assembly passes the rotational capacity test, it is approved for use for the remainder of the project, unless the Engineer deems further testing is necessary. All tests shall be performed in a bolt tension calibrator by the Contractor in the presence of the Engineer. High-strength bolt assemblies used in this test shall not be reused. The bolt assemblies shall meet the following requirements after being pretensioned to 15 percent of the minimum bolt tension in Table 3. The assembly shall I-5 SOUTHBOUND 320TH ST OFF-RAMP � CHANNELIZATION 10A067 33 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 be considered as nonconforming if the assembly fails to pass any one of the following specified requirements. 1. The measured torque to produce the minimum bolt tension shall not exceed the maximum allowed torque value obtained by the following equation. Torque = Q.25 PD Where: Torque = Calculated Torque (foot-pounds) P = Measured Bolt Tension (pounds) D = Normal Bolt Diameter (feet) 2. After placing the assembly through two cycles of the required number af tums, where tums are measured from the 15 percent pretention condition, as indicated in Table 4 of Section 6-03.3(33), a. The maximum recorded tension after the two tums shall be equal to or greater than 1.15 times the minimum bolt tension listed in Table 3 of Section 6.03.3(33). . b. Each assembly shall be successfully installed to the specified number of tums. c. The fastener components in the assembly shall not exhibit shear failure or stripping of the threads as determined by visual examination of bolt and nut threads following removaL d. The bolts in the assembly shall not exhibit torsional or torsionaUtension failure. ' � � � LJ LJ � L1 � 3. If any specimen fails, the assembly will be rejected. Elongation of the bolt , between the bolt head and the nut is not considered to be a failure. Bolts that are too short to test in the bolt tension calibrator shall be tested in a steel joint The Contractor shall (1) install the high-strength bolt assemblies (bolt, nut, dire�t tension indicator and washer) in a steel joint of the proper thickness, (2) tighten to the snug tight c�ndition, (3) match-rnark the outer face of each nut and the protruding part of the bolt with crayon or paint, (4) rotate to the requirements of Table 4, and (5) record the torque that is required to achieve the required amount of rotation. The assembly shall be considered as non-conforming if the assembly fails to pass any one of the following specified requirements. 1. The recorded torque to produce the minimum rotation shall not exceed the maximum allowed torque value obtained by the following equation. Torque = 0.25 PD Where: Torque = Calculated Maximum Allowed Torque (foot-pounds) P = Specified Bolt Tension per Table 3, multiplied by a factor of 1.15 (pounds) D = Normal Bolt Diameter (feet) 2. After placing the assembly through two cycles of the required number of turns, where turns are measured from the snug tight condition specified in Section 6- 03.3(32), I-5 SOUTHBOUND 320TIi ST OFF-RAMP CHANNELIZATION 10A067 � , � � ' � �J � , 1 ' �� � LJ ' , � � u ' ' , ' , � , �� I �� ' � 4 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 a. Each assembly shall be successfuily installed to the specified number of turns. b. The fastener components in the assembly shall not exhibit shear failure or stripping of the threads as determined by visual examination of bolt and nut threads following removaL c. The bolts in the assembly shall not exhibit torsional or torsional/tension failure. 3. If any specimen fails, the assembly will be rejected. Elongation of the bolt between the bolt head and the nut is not considered to be a failure. The Contractor shall submit the manufacturer's detailed procedure for pre-erection (rotational capacity) testing of tension control bolt assemblies to the Engineer for approval and shall have an approved procedure prior to testing. Three DTIs, per lot, shall be tested in a bolt tension calibrator. The bolts shall be tensioned to 105-percent of the tension shown in Table 3 of Section 6-03.3(33). If all of the DT! protrusions are completely crushed (all 5 openings with zero gap), this lot of. DTIs is rejected. 6-q3.3(33)B Bolting lnspection The first paragraph is revised to read: The Contractor, in #he presence af the Enginesr, shall inspect the tigh#ened bolt using a calibrated inspection torque wrench, regardless of boiting method. The Contractor shall supply the inspection torque wrench. The first sentence in the second paragraph is revised to read: If the bolts to be installed are not long enough to �t in the bolt tension calibrator, five bolts of the same grade, size, and condition as those under inspection shall be tested using Direct-Tension-Indicators (DTIs) to measure bolt tension. The first sentencs in the third paragraph is revised to read: Five representative bolts/nutslwashers and DTIs, if used (provided by the Contractor) of the same grade, size, and condition as those under inspection shall be placed individually in a bolt tension calibrator to measure bolt tension. The fourth and fifth sentences in the third paragraph are revised to read: In the bolt tension calibrator, each bolt sha8 be tightened by any convenient means to the specified tension. The inspection torque wrench shall then be applied to the tightened bolt to determine the torque required to tum the nut or head 5 degrees (approximately 1-inch at a 12-inch radius) in the tightening directian. The fourth paragraph is revised to read: Ten percent (at least two), or as specified by the Engineer, of the tightened bolts on the Structure represented by the test bolts shall be selected at random in each connection. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 90A067 35 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3a 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 48 49 50 The job-inspection torque shall then be applied to each with the inspecting wrench tumed in the tightening direction, with no restraint applied to the opposite end of the bolt. If this torque tums no bolt head or nut, the Contracting Agency will accept the connection as being properly tightened. If the torque tums one or more bolt heads or nuts, the job-inspection torque shall then be applied to all bolts in the connection. Except for tension control bolt assemblies and DTIs with zero gap at all protrusion spaces, any bolt whose head or nut turns at this stage shall be tightened and reinspected. Any tension control bolt assemblies or DTIs that have zero gap at all protrusion spaces shall be replaced if the head or nut tums at this stage. This section is supplemented with the following new paragraph: The Contractor shall submit the manufacturer's detailed procedure for routine observation to ensure proper use of the tension control bolt assemblies to the Engineer for approval and shall have an approved procedure prior to any assembling of bolted connecfions. 6-03.3(39) Swinging the Span In the first paragraph "roadway slabs° is revised to read "bridge deck". SECTION 6-07, PAINTING January 3, 2011 6-07.3(2}C Paint System Manufacturer and Paint System Information Submittal Component Item 1 in the first paragraph is supplemented with the following: h. Minimum wet film thi�kness for each coat to achieve the specified minimum dry �Im thickness. � 6-07.3(9)G Application of Shop Primer Coat In the second paragraph, the second; third, and fourth sentences are deleted. 6-07.3(9)I Application of Field Coatings The following new paragraph is inserted preceding the first paragraph: Prior to applying field coatings, the Contractor shall field install welded shear connectors on the steel girder top flanges in accordance with Section 6-03.3(29) and as °shown in the Plans. After installation of the welded shear connectors, the weld and the disturbed surFace of the steel girder top flange shail be cleaned in accordance with SSPC-SP 11 and primed. 6-07.3(10)H Paint System In the first sentence of the first paragraph "new steel" is revised to read "existing steel". 6-07.3(10)K Coating Thickness This section is revised to read: The minimum dry �Im thickness of each coat (primer, intermediate, top, and all stripe coats) shall not be less than 3.0 mils. The dry film thickness shall not be thicker than the paint manufacturer's recommended maximum thickness. 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 36 ' , , �_ J � � ' � � 1 � , ' � , '�J , L J ' �J I ' ' lJ ' � I , �_� � ' , ' ' LJ ' !� � �� , �� 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The minimum wet film thickness of each coat sha{I be specified by the paint manufacturer to achieve the minimum dry film thickness. Film thickness, wet and dry, wili be measured by gages conforming to Section 6- 07.3(8�4. Wet measurements will be taken immediately after the paint is applied in accordance with ASTM D 4414. Dry measurements will be taken after tha coating is dry and hard in accordance with SSPC Paint Application Specification Section No. 2. Each painter shall be equipped with a wet film thickness gauge, and shall be responsible for performing frequent checks of the paint film thickness throughout application. Coating thickness measurements may be made by the Engineer after the application of each coat and before the appfication of the succeeding coat. In addition, the Engineer may inspect for uniform and complete coverag� and appearance. One hundred percent of all thickness measurements shall meet or exceed the minimum wet film thickness. In areas where wet film thickness measurements are impractical, dry film thickness measurements may be made. If a question arises about an individual coat thickness or coverage, it may be verified by the use of a Tooke gauge in accordance with ASTM D 4138. If the specified number of coats does not produce a combined dry film thickness of at least the sum of the thicknesses required per coat, or if an individual coat does not meet the minimum thickness, or if visual inspection shows incomplete cover8ge, the coating system will be rejected, and the Contractor shall discontinue painting and surFace preparation operations and shall submit a proposal for repair to the Engineer The repair proposal shall include documentation demonstrating the cause of the less than minimum thickness along with physical test results, as necessary, and_ modifications to work methods to prevent similar results. The Contractor shall not resume painting or surface preparation operations until receiving the Engineer's approval of the completed repaic 6-07.5 Payment The last sentence in the paragraph starting with "Progress payments for °Cleaning and Painting" is revised to read: Payment will not be made for areas that are otherwise complete but have repairs outstanding. SECTION 6-09, MODIFIED CONCRETE OVERLAYS August 2, 2010 6-09.3(1)E Air Compressor In the first paragraph "roadway" is deleted and replaced with "bridge°. 6-09.3(6) Further Deck Preparation In the second paragraph, item number 3. and 4. are revised to read: 3. Existing non-concrete patches as authorized by the Engineer. i-s SOUTHBOUND 320TH ST QFF-RAMP CHANNELIZATION 10A067 37 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 4. Additionally, for concrete su�faces scarified by rotomilling only, exposure of reinforcing steel to a depth of one-half of the periphery of a bar for a distance of 12- inches or more along the bar. 6-09.3(6)B Deck Repair Preparation In the first paragraph, the second sentence is revised to read: For concrete surfaces scarified by rotomilling, concrete shall be removed to provide a 3 /-inch minimum clearance around the top mat of steel reinforcing bars only where unsound concrete exists around the top mat of steel reinforcing bars, or if the bond between concrete and the top mat of steel is broken. SECTION 6-10, CONCRETE BARRIER January 3, 2011 6-10.3(1) Precast Concrete Barrier The third paragraph is deleted. In the seventh paragraph, the following sentence is inserted after the first sentence: If Self Consolidating Concrete is used the concrete shall conform to Sections 6- 02.3(27)B and 6-02.3(27)C. In the 12th paragraph, the �rst sentence is revised to read: Only 1 section less than 20-feet long for single slope bamer and 10-feet long for all other barriers may be used in any single run of precast barrier, and it must be at least 8- feet long. 6-10.3(6) Placing Concrete Barrier The first paragraph is revised to read: Precast concrete barrier Type 2, 3, 4 and transitions shall rest on a paved foundation shaped to a uniform grade and section. The foundation surFace for precast concrete barrier Type 2, 3, 4 and transitions shall meet this test for uniformity: When a 10-foot straightedge is placed on the surface parallel to the centerline for the barrier, the surface shall not vary more than '/.-inch from the lower edge of the straightedge. If deviations exceed '/.-inch, the Contractor shall correct them as required in Section 5-04.3(13). In the second paragraph, the �rst sentence is revised to read: The Contractor shall align the joints of all precast barrier segments so that they offset no more than'/<-inch transversely and no more than 3 /a-inch vertically. SECTION 6-11 REINFORCED CONCRETE WAL�S January 3, 2011 � 6-11.3(3) Precast Concrete Wall Stem Panels The first paragraph is supplemented with the following: 1.5 SOUTHBOUND 320TH ST OfF-RAMP CHANNELIZATION 10A067 38 �� � � ' ' , � , � _ , � ' , , � C J �J � ' � u � �_] i ' � � � , � ' � LJ ' ' �� ' � 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 2Q 21 22 23 24 25 26 27 zs 29 30 31 32 33 34 35 36 37 38 39 40 41 42 44 45 46 47 48 49 If Self Consolidating Concrete is used the concrete shall confarm to Sections 6- 02.3(27)B and 6-02.3(27)C. SECTION 6-12, NOISE BARRIER WALLS January 3, 2011 6-12.3(6) Precast Concrete Panel Fabrication and Erection Item number 1 is revised to read: 1. Concrete shall conform to Class 4000. If Self Consolidating Concrete is used the concrete sha11 conform to Sections 6-02.3(27)B and 6-Q2.3(27)C. The second sentence of the first paragraph in Item 3 is revised to read: The Contractor shall cast the precast concrete panels horizontally. SECTION 6-13, STRUCTURAL EARTH WALLS. January 3, 2011 6-13.3(2) Submittals This section is revised to read: The Contractor, or the supplier as the Contractor's agent, shall fumish to the Engineer a Manufacturer's Certificate of Compliance in accordance with Sectian 1-06.3, certifying that the structural earth wall materials conform to the specified material requirements. This includes providing a Manufacturer's Certificate of Compliance for all concrete admixtures, cement, fly ash, steel reinforcing bars, reinforcing strips, reinforcing mesh, tie strips, fasteners, welded wire mats, backing mats, construction geotextile for wall facing, drainage geosynthetic fabric, bfock connectors, and jaint materials. The Manufacturer's Certificate of Compliance for geogrid reinforcement shall include the information specified in Section 9-33.4(4) for each geogrid roll, and shall specify the geogrid polymer types for each geogrid rolL A copy of all test results, performed by the Contractor or the Contractor's supplier, which are necessary to assure compliance with the specifications, shall submitted to the Engineer along with each Manufacturer's Certificate of Compliance. Before fabrication, the Contractor shall submit a field construction manual for the structural earth walls, prepared by the wall manufacturer, to the Engineer for approval in accordance with Section 6-01.9. This manual shall provide step-by-step directions for construction of the wall system. The Contractar, through the license/patent holder for the structural earth wall system, shall submit detailed design calculations and working drawings to the Engineer for approval in accordance with Section 6-01.9. If not prepared by the license/patent holder for the structural earth system, the design calculation and working drawing submittal shall include documentation that the design calculation and working drawing submittal has been reviewed by, and received the concurrence of, the headquarters organization of the structural earth wall manufacturer as identified in the Special Provisions. Review and concurrence by a sales representative office is not acceptable. i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 39 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The Contractor shall not begin wall construction until receiving the Engineer's written approval of the material certifications and test results, design calculations and working drawing submittals. This section is supplemented with the following new subsections: 6 Design Calculation Content Requirements The design calculation submittal shall include detailed design calculations based on the wall geometry and design parameters specified in the Plans and Special Provisions. The calculations shall inctude detailed explanations of any symbols, design input, materials property values, and computer programs used in the design of the walls. All computer output submitted shall be accompanied by supporting hand calculations detailing the calculation process. If MSEW 3.0, or later version, is used for the wall design, hand calculations supporting MSEW are not required. The design calculations shall be based on the current AASHTO LRFD Bridge Design Specifications, including current interims, the cur�ent WSDOT Bridg� Design Manual LRFD (BDM) and WSDOT Geotechnical Design Manual (GDM), and also based on the foflowing: The wall design calculations shall address all aspects of wall intemal stability for the service, strength, and extreme event limit states. 2. The wall surcharge conditions (backfill slope) shown in the Plans. 3. If a highway is adjacent to and on top of the wall, a finro foot surcharge shall be used in the design. 4. If the Plans detail an SEW traffic barrier or SEV1l pedestrian barrier on top of the wall, the barrier shall be designed for a minimum TL-4 impact load, unless otherwise specified in the Plans or Special Provisions. 5. If the Plans detail an SEW traffic barrier or SEW pedestrian barrier on top of the wall, the wall shall be designed for the impact load transferred from the barrier to the wall. 6. The geotechnical design parameters for the wall shall be as specified in the Speciai Provisions 7. The minimum soil reinforcement length shall be the greater dimension of the following: a. 0.7 times the wall design height H. b. fi'-0". c. That required by design to meet internal stability design requirements, soil bearing pressure design requirements, and constructability requirements. d. That required by the wall design as shown in the Plans. 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 40 , � i u ' , � ' , , LJ ' ' � ' ' C� �� i � � � C � � r � ' � CJ , LJ , � LJ � � 1 2 3 4 5 6 8 9 10 14 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 If there are differences in design requirements between the AASHTO LRFD Bridge Design Specifications and the BDM or GDM, the BDM and GDM requi�ements shall govem. 6 Working Drawing Content Requirements All design details shown in the working drawings shall be selected from the design details and products specified for the specific structural earth wall manufacturer in the Preapproved Wall Appendix in the current WSDOT Geotechnical Design Manual (GDM). Geosynthetic reinforcement shown in the working. drawings shall be selected from the products listed in the current WSDOT Qualified Products List (QPL). Substitution of design details and products not listed in the current WSDOT GDM ar QPL will not be allowed. The working drawing submittal shall include all details, dimensions, quantities, and cross-sections necessary to construct the wall based on the wall geometry and design parameters specified in the Plans and Special Provisions, and shall include, but not be limited to, the following items: A plan and elevation sheet or sheets for each wall, containing the following: a. An elevation view of the wall that includes the following: the elevation at the top of the wall, at all horizontal and vertical break points, and at least every 50-feet along the wall; ii. elevations at the base of welded wire mats or the top of leveling pads and foundations, and the distance along the face of the wall to all steps in the welded wire mats, foundations and leveling pads; iii. the designation as to the type of panei, block, or module; iv the length; size, and number of geogrids or mesh or strips, and the distance along the face of the wall to where changes in length of the geogrids or mesh or strips occur; or v the length, size, and wire sizes and spacing of the welded wire mats and backing mats, and the distance along the face of the wall to where changes in length, size, and wire sizes and spacing of the welded wire mats and backing mats occur; and vi. the location of the original and final ground line. b. A plan view of the wall that indicates the offsef from the construction centerline to the face of the wall at all changes in horizontal alignment; the limit of the widest module, geogrid, mesh, strip or welded wire mat, and the centerline of any drainage structure or drainage pipe which is behind or passes under or through the walL c. � General notes, if any, required for design and construction of the wall All horizontal and vertica! curve data affecting wall construction. i-s SOUTHBOUND 320TH STDFF-RAMP CHANNELIZATION 10A06T 41 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 �7 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 e. A listing of the summary of quantities provided on the elevation sheet of each wall for all items including incidental items. Cross-section showing limits of construction. In fill sections, the. cross- section shall show the limits and extent of seleat granular backfill material placed above original ground. � � g. Limits and extent of reinforced soil volume. All details including steel reinfo�cing bar bending details. Bar bending details shall be in accordance with Section 9-07.1. All details for foundations and feveling pads, including details for steps in the foundations or leveling pads. 4. All modules and facing elements shall be detailed. The details shall show all dimensions necessary to construct the element, all steel reinforcing bars in the element, and the location of reinforcement element attachment devices embedded in the precast concrete facing panel or concrete block. 5. All details for construction of the wall around drainage facilities, sign, signal, luminaire, and noise barrier wall foundations, and structural abutment and foundation elements shall be clearly shown. 6. All details for connections to SEW traffic or pedestrian barriers, coping, parapets, noise barrier walls, and attached lighting shall be shown. � � ' � �J l� � � ' 7. All details for the SEW traffic or pedestrian barrier attached to the top of the wall (if shown in the Plans} including interaction with bridge approach slabs. � 6-13.3(3) Excavation and Foundation Preparation The first sentence in the first paragraph is revised to read: Excavation shall conform to Section 2-09.3(3). 6-13.3(4) Precast Concrete Facing Panel and Concrete Block Fabrication Item number 1 in the first paragraph is revised to read: Have a minimum 28 day compressive strength of 4,000 pounds unless otherwise specified in the Special Provisions for specifi systems. If Self Consolidating Concrete is used the concrete Sections 6-02.3(27)B and 6-02.3(27)C. 6-13.4 Measurement The fourth paragraph is deleted per square inch, c proprietary wall shall conform to � , , r �J 6-13.5 Payment The bid items "Structure Excavation Class B", per cubic yard, "Structure Excavation Class B , Incl. Haul", per cubic yard, and "Shoring Or Extra Excavation Class B", per square foot, are deleted ftom this section. t_ � I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 42 C J CI � �� � u L� � �� , � II �� � ' � � , � ' 'J �_ � 2 3 4 5 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 SEETION 6-94, GEOSYNTHETIC RETAfNiNG WALLS August 2, 2010 6-14.3(3) Excavation and Foundation Preparation The frst sentence in the first paragraph is revised to read: Excavation shall conform to Section 2-09.3(3). 6-14.4 Measurement The fifth paragraph is deleted 6-14.5 Payment The bid items "Structure Excavation Class B", per cubic yard, "Structure Excavation Class B Incl. Haul°, per cubic yard, and "Shoring Or Extra Excavation Class B", per square foot, are deleted from this section. SECTION 6-16, SOLDIER PILE AND SOLDIER PILE TIEBACK WALLS August 2, 2010 6-16.5 Payment The first sentence in the paragraph following the bid item "Fumishing Soldier Pile linear foot, is revised to read: ° per , All costs in connection with furnishing soldier pile assemblies shall be included in the unit contract price per linear foot for °Furnishing Soldier Pile - ", including fabricating and painting the pile assemblies, and field splicing and field trimming the soldier piles. SECTION 6-17, PERMANENT GROUND ANCHORS January 3, 2011 6-17.3(3) Submittals Item number 2 in the third paragraph is revised to read: 2. Ground anchor factored design load . 6 Tendon Fabrication In the second paragraph, the second sentence is revised to read: The tendon shall be sized so the factored design load does not exceed 80 percent of the minimum guaranteed ultimate tensile strength of the tendon. In the third paragraph, the first sentence is revised to read: The Contractor shall be responsible for determining the bond length and tendon bond length necessary to develop the factored design load indicated in the Plans in accordance with Sections 6-17.3(8)A, 6-17.3(8)B, and 6-17.3(8)C. 6 Installing Permanent Ground Anchors In the third paragraph, the first sentence is revised to read: The tendon shall be inserted into the drilf hole to the desired depth prior to grouting. 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 43 2 3 5 6 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 In the third paragraph, the following sentence is inserted after the first sentence: Wet setting of permanent ground anchors will not be ailowed. 6 Performance Testing The second paragraph including the following performance test schedule is revised to read: The performance test shall be made by incrementally loading and unloading the ground anchor in accordance with the following 'schedule, consistent with the Load Resistance Factor Design (LRFD) design method. The load shall be raised from one increment to another immediately after a deflection reading. Performance Test Schedule Load AL 0.25FDL AL 0.25FDL 0.50FDL AL 0.25FDL 0.50FDL 0.75FDL AL 0.25FDL 0.50FDL 0.75FDL 1.00FDL AL Jack to lock-off load Where: AL - is the alignment load FDL - is the factored design load. 6-17.3(8}C Proof Testing In the first paragraph, the first sentence is revised to read: Proof tests shall be performed by incrementally loading the ground anchor in accordance with the following schedule, consistent with the LRFD design method. The proof test schedule following the first paragraph is revised to read: Proof Test Schedule Load I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 44 � �� � i ' � ' � � � � �, � � � ' � � � � � � ' � � � � I J' I � � � LJ I � � � � � 1 3 4 6 8 9. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 AL 0.25FDL 0.50FDL 0.75FDL 1.00FDL Jack to lock-off load Where: AL - is the alignment load FDL - is the factored design load SECTION 6-18, SHOTCRETE FACING January 3, 2011 6-18.2 Materials In the first paragraph, the following three items are inserted after the item "Fly Ash 9- 23.9": Ground Granulated Blast Furnace Slag 9-23.10 Microsilica Fume 9-23.11 Metakaolin 9-23.12 6-18.3(3) Testing The first paragraph is revised to read: The Contra�tor shall make shotcrete test panels for evaluation of shotcrete quality, strength, and aesthetics. Both preproduction and production test panels, shall be prepared. The Contractor shall remove at least 3 cores from shotcrete test panels in accordance with AASHTO T 24 except all cores obtained for the purpose of shotcrete strength testing shall meet the following: a. The core diameter shall be at least 3 times the maximum aggregate size, but not less than 4-inches. b. The core length shall be a minimum of 2.0 times the core diameter. c. Cores shall be taken at a minimum distance of 1-inch from edge of core to edge of test panel and a minimum clear distance of 1-inch between them. d. Test panels shall be sized to meet the core spacing specified above, but in no case shall be smaller than 12-inch by 12-inch. The first sentence in the second paragraph is deleted. The second sentence in the second paragraph is revised to read : Cores removed from the panels shall be wiped off to remove surface drill water and immediately wrapped in wet burlap and sealed in a plastic bag. 6-18.3(3)A Pre-production Testing This sectian is revised to read: At least three cores for each mix design shall be prepared for evaluation and testing of the shotcrete quality and strength. One 48-inch by 48-inch qualification panel shall be I-5 30UTHBOUND 320TH ST OFF-RAMP CHANNEUL4TION 10A067 45 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 prepared for evaluation and approval of the proposed method for shotcrete installation, finishing, and curing. Both the test panel and the 48-inch qualification panels shall be constructed using the same methods and initial curing proposed to construct the shotcrete facing, except that the test panel shall not include wire reinforcement. The test panel shall be constructed to the minimum thickness necessary to obtain the required core samples. The 48-inch qualification panel shall be constructed to the same thickness as proposed for the production facing. Production shotcrete Work shall not begin until satisfactory test results are obtained and the panels are approved by the Engineer. 6 Production Testing The first sentence is revised to read: The Contractor shall provide three cores for each section of facing shot. This section is supplemented with the following: Core acceptance testing for the 28 day compressive strength will be performed in accordance with AASHTO T 24. 6 Qualifications of Contractor's Personnel The second paragraph is supplemented with the following: The 7 day core compressive strength shall be tested by the Contractor in accordance with AASHTO T 24. SECTION 7-02, CULVERTS January 3, 2011 7-02.2 Materials In the first paragraph, the following three items are inserted after the item "Corrugated Polyethylene Culvert Pipe 9-05.19": Steel Rib Reinforced Polyethylene Culvert Pipe 9-05.21 High Density Polyethytene (HDPE) Pipe 9-05.23 Polypropylene Culvert Pipe 9-05.25 The third paragraph is revised to read: Thermoplastic culvert pipe includes solid wall PVC culvert pipe, profile wall PVC culvert pipe, corrugated polyethylene culvert pipe, and polypropylene culvert pipe. In the `Culve�t Pipe Schedules' table, the last column is revised to read: Thermoplastic PE', PVC or PP PE, PVC, or PP PE, PVC, or PP PE, PVC, or PP PE, PVC, or PP PE, PVC, or PP PE, PVC, or PP 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A087 46 � 1 � � � ' LJ � � � � � L� u � � � � � � L�J 1 2 4 5 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 None Nane None None None None None The footnotes below the `Culvert Pipe Schedules' table are supplemented with the following: . 3 Polypropylene pipe 7-02.5 Payment This section is supplemented with the following: "Steel Rib Reinforced Polyethylene Culvert Pipe In. Diam.", per linear foot. "High Density Polyethylene (HDPE) Pipe In. Diam.", per linear foot. �Polypropylene Culvert Pipe In. Diam.", per linear foot. SECTION 7-04, STORM SEWERS January 3, 2011 7-04.2 Materials � In the first paragraph, the following three items are inserted after the item "Corrugated Polyethylene Storm Sewer Pipe 9-05.20": Steel Rib Reinforced Polyethylene Storm Sewer Pipe 9-05.22 High Density Polyethylene {HDPE) Pipe 9-05.23 Polypropylene Storm Sewer Pipe 9-05.25 The third paragraph is revised to read: Thermoplastic storm sewer pipe includes solid wall PVC storm sewer pipe, pro�le wall PVC storm sewer pipe, corrugated polyethylene storm sewer pipe, and polypropylene storm sewer pipe. In the `Storm Sewer Pipe Schedules' table, the fifth column heading is revised to read: PE PP a The footnotes below the 'Storm Sewer Pipe Schedules' table are supplemented with the following: 4 PP=Polypropylene pipe 7-04.5 Payment This section is supplemented with the following: "Steel Rib Reinforced Polyethylene Storm Sewer Pipe In. Diam.°, per linear foot. "High Density Polyethylene (HDPE) Pipe In. Diam.", per linear foot. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 4� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 °Polypropylene Storm Sewer Pipe In. Diam.", per linear foot. SECTION 7-17, SANITARY SEWERS January 3, 2011 7-17.2 Materials � The first paragraph is revised to read: Pipe used for sanitary sewers may be: Rigid Thermoplastic Concrete ABS Composite �trified Clay PVC (Polyvinyl Chloride) Ductile Iron Polypropylene The fourth paragraph is supplemented with the following item: Polypropylene Sewer pipe 9-05.25 7-17.5 Payments The following bid item is inserted after the bid item "ABS Composite Sewer Pipe_In. Diam": °Polypropylene Sewer Pipe In. Diam.", per linear foot. SECTION 8-01, EROSION CONTROL AND WATER POLLUTION CONTROL January 3, 2011 8-01.2 Materials In the first paragraph, the following is inserted after the first sentence: Corrugated Polyethylene Drain Pipe 9-05.1(6) 8 General In the si�h paragraph, the first sentence is revised to read: When natural elements rut or erode the slope, the Contractor shall restore and repair the damage with the eroded material where possible, and remove and dispose of any remaining material found in ditches and culverts. In the seventh paragraph the first two sentences are deleted. The table in the seventh paragraph is revised to read: Western Washinc�ton (West of the Cascade Mountain crest) May 1 through September 30 17 Acres October 1 through April 30 5 Acres Eastern Washins�ton (East of the Cascade Mountain crest.l April 1 through October 31 17 Acres November 1 through March 31 5 Acres The eighth paragraph is revised to read: I-5 SOUTH80UND 320TH ST OFF-RAMP CHANNELIZATION 10A067 48 � � � LJ � �� � � � � ��� I �_� �� � �J � � 'I � � � 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 The Engineer may increase or decrease the limits based on project conditions. The ninth paragraph is revised to read: Erodible earth is defined as any surface where soils, grindings, or other materials may be capable of being displaced and transported by rain, wind, or surface water runoff. The 10th paragraph is revised to read: Erodible earth not being within the specified time covering practice. worked, whether at final grade ar not, shall be covered period, (see the tables below) using an approved soil Western Washin�ton (West of the Cascade Mountain crest) October 1 through April 30 2-days maximum May 1 to September 30 7-days maximum Eastern Washin�ton (East of the Cascade Mountain crest.) October 1 through June 30 5-days maximum July 1 through September 30 10-days maximum 8-01.3(1)A Submittals This section is revised to read: When a Temporary Erosion and Sediment Control (TESC} Plan is included in the Plans, the Contractor shall either adopt or modify the existing TESC Plan. If modi�ed, the Contractor's TESC Plan shall meet all requirements of Chapter 6-2 of the cuRent edition of the WSDOT Highway Runoff Manual. The Contractor shall provide a schedule for TESC Plan implementation and incorporate it into the Contractor's progress schedule. The Contractor shall obtain the Engineer's approva! of the TESC Plan and schedule prior to the beginning of Work. The TESC Plan shall cover all areas that maybe affected inside and outside the limits of the project (including all Contracting Agency-provided souress, disposal sites, and haul roads, and all nearby land, streams, and other bodies of water). The Contractor shall allow at least 5-working days for the Engineer to review any original or revised TESC Plan. Failure to approve all or part of any such Plan shall not make the Contracting Agency liable to the Contractor for any Work delays. 8-01.3(1)B Erosion and Sediment Control (ESC) Lead In the last paragraph, "Form Number 220-030 EF" is revised to read "WSDOT Form Number 220-030 EF". 8-01.3(1)C Water Management In number 2., the reference to "Standard Specification" is revised to read "Section". Number 3., is revised to read: 3. Offsite Water I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNEUZATION 10A06T 49 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 48 47 48 49 50 51 52 Prior to disruption of the noRnal watercourse, the Contractor shall intercept the offsite stormwater and pipe it either through or around the project site. This water shall not be combined with onsite stormwater. It shall be discharged at its pre- construction outfall point in such a manner that there is no increase in erosion below the site. The method for perForming this Work shall be submitted by the Contractor for the Engineer's approvaL 8-01.3(1)D Dispersion/lnfiltration This section is revised to read: Water shall be conveyed only to dispersion or infiltration areas designated in the TESC Plan or to sites approVed by the Engineer. Water shall be conveyed to designated dispersion areas at a rate such that, when runoff leaves the area, and enters waters of the State, turbidity standards are achieved. Water shall be conveyed to designated infiltration areas at a rate that does not produce surface runoff. 8-01.3(2)B Seeding and Fertilizing The fourth paragraph is revised to read: The seed applied using a hydroseeder shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant, aquatic or animal life. If HECP Type 3 Mulch is used as a tracer, the application rate shall not exceed 250-pounds per acre. In the fifth paragraph, "hydro seeder" is revised to read "hydroseeder". 8-01.3(2)D Mulching In the second paragraph, the second sentence is revised to read: Wood strand mulch shall be applied by hand or by straw blower on seeded areas. In the third paragraph, "1" is revised to read "a single" and "hydro seeder" is revised to read "hydroseeder". The fourth paragraph is revised to read: Temporary seed applied outside the application windows established in 8-01.3(2)F shall be covered with a mulch containing either HECP Type 2 Mufch or HECP Type 1 Mulch, as designated by the Engineer. 8-01.3(2)E Tacking Agent and Soil Binders The following new paragraph is inserted at the beginning of this Section: Tacking agent or soil binders applied using a hydroseeder shall have a mufch tracer added to visibly aid uniform application. This tracer shall not be harmful to plant, aquatic or animal life. If HECP Type 3 Mulch is used as a tracer, the application rate shall not exceed 250-pounds per acre. The third sentence in the �rst paragraph below "Soil Binding Using Polyacrylamide (PAM)" is revised to read: A minimum of 200-pounds per acre of HECP Type 3 Mulch shall be applied with the dissolved PAM. 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNEUZATION 14A067 50 � � � � � � �� �_J f� ; � � �� � � � � � � � � 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 In the second paragraph below "Soil Binding Using Polyacrylamide (PAM)", °within" is revised to read "after°. The paragraph "Soil Binding Using Bonded Fiber Matrix (BFM)" including title is revised to read: Soil Binding Using HECP Type 2 Mulch The HECP Type 2 Mulch shall be hydraulically applied in accordance with the manufacturer's installation instructions. The HECP Type 2 Mulch may require a 24 to 48 hour curing period to achieve maximum performance and shall not be applied when precipitation is predicted within 24 to 48 hours, or on saturated soils, as determined by the Engineer. The)ast paragraph including titled is revised to read: Soil Binding Using HECP Type 9 Mulch The HECP Type 9 Mulch shall be hydraulically applied in accordance with the manufacturer's installation instructions and recommendations. 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch The first paragraph is revised to read: Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: Western Washins�ton' (West of the Cascade Mountain crest) March 1 through May 15 September 1 through October 1 Eastern Washington (East of the Cascade Mountain crest) October 1 through November 15 only Where Contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the fall period listed above. Written peRnission to seed after October 1 will only be given when Physical Completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. 8-01.3(2)G Protection and Care of Seeded Areas The first paragraph is revised to read: The Contractor shall be responsible to ensure a healthy stand of grass. The Contractor shall restore eroded areas, clean up and properly dispose of eroded materials, and reapply the seed, fertilizer, and mulch, at no additional cost to,the Contracting Agency. In the second paragraph, number 1. is revised to read: At the Contractor's expense, seed, fertilizer and mulch shall be reapplied in areas that have been damaged through any cause prior to final inspection, and reapplied to areas that have failed to receive a uniform application at the specified rate. 8-01.3(2)H Inspection The first sentence is revised to read: 1-5 SOUTHBOUND 3207H ST OFF-RAMP CHANNELIZATION 10A067 51 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Inspection of seeded areas will be made upon completion of seeding, temporary seeding, fertilizing, and mulching. The third sentence is revised to read: Areas that have not received a uniform application of seed, fertilizer, or mulch at the specified rate, as determined by the Engineer, shall be reseeded, refertilized, or remulched at the Contractor's expense prior to payment. 8-01.3(2jl Mowing In the first paragraph, the last sentence is revised to read: Trimming around traffic facilities, Structures, planting areas, or other features extending above ground shall be accomplished preceding or simultaneously with each mowing. 8-�1.3(3) Placing Erosion Control Blanket In the first sentence, "Standard" is deleted. The second sentence is revised to read: Temporary erosion control blankets, having an open area of 60-percent or greater, may be installed prior to seeding. 8-01.3(4) Placing Compost Blanket In the first paragraph, "befare" is revised to read "prior to". The last sentence is revised to read: Compost shall be Coarse Compost. 5-01.3(5) Placing Plastic Covering The first sentence is revised to read: Plastic shall be placed with at {east a 12-inch overlap of all seams. 8 Geotextile Check Dam The first paragraph is deleted. 8 Rock Check Dam This section including title is revised to read: 8-01.3(6)B Quarry Spall Check Dam The rock used to construct rock check dams shall meet the requirements for quarry spalls. 8-01.3(6)D Wattle Check Dam This section is revised to read: Wattle check dams shall be installed in accordance with the Plans. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNEtIZATION 10A067 S2 � � � f C � �-J � � � �_J � � I � � � l__! � � _� 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 8-01.3(6)E Coir Log This sectian is revised to read: Coir logs shall be installed in accordance with the Plans. 8 Silt Fence In the second paragraph, the second sentence is revised to read: The strength of the wire or plastic mesh shall be equivalent to or greater than what is required in Section 9-33.2(1), Table 6 for unsupported geotextile (i.e., 180 Ibs. grab tensile strength in the machine direction). 8-01.3(9)B Gravel Filter, Wood Chip or Compost Berm In the second paragraph, the last sentence is deleted. The third paragraph is revised to read: The Compost Berm shall be constructed in accflrdance with the detail in the Plans: Compost shall be Coarse Compost. 8-01.3(9)C Straw Bale Barrier This section is revised to read: Straw Bale Barriers shall be installed in accordance with the Plans. 8-01.3(9}D Inlet Protection The first three paragraphs are revised to read: Inlet protection shall be installed below or above, or as a prefabricated �ver at each inlet grate, as shown in the Plans. Inlet protection devices shall be installed prior to beginning clearing, grubbing, or earthwork activities. Geotextile fabric in all prefabricated inlet protection devices shall meet or exceed the requirements of Section 9-33.2, Table 1 for Moderate Survivability, and the minimum filtration properties of Table 2. When the depth of accumulated sediment and debris reaches approximately '/z the height of an internal device or '/ the height of the extemal device (or less when so specified by the manufacturers) or as designated by the Engineer, the deposits shall be removed and stabilized on site in accordance with Section &01.3{16). 8-01.3(10) Wattles In the first paragraph, the third sentence is revised to read: Excavated material shall be spread evenly along the uphill slope and be compacted using hand tamping or other method approved by the Engineer. This section is supplemented with the following new paragraph: The Contractor shall exercise care when installing wattles to ensure that the method of installation minimizes disturbance of watennrays and prevents sediment or pollutant discharge into waterbodies. I-5 SOUTHBOUND 320TH 3T OFF-RAMP CHANNELIZATION 10A067 53 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 -36 37 38 39 40 41 42 43 44 45 46 47 9 50 51 8-01.3(12) Compost �ock In the first paragraph, "sock" is revised to read "socks" and "streambed" is revised to read "waterbodies". In the second paragraph "bank" is revised to read "slope". In the thi�d paragraph "and" is revised to read "ar". This section is supplemented with the following new paragraph: Compost for Compost Socks shall be Coarse Compost. 8-01.3(14) Temporary Pipe Slope Drain The first paragraph is revised to read: Temporary pipe slope drain shall be CoRUgated Polyethylene Drain Pipe and shall be constructe�! in accordance with the Plans The last paragraph is revised to read: Placement of outflow of the pipe shall not pond water on road surFace. 8 Maintenance In the fourth paragraph, the last sentence is revised to read: Clean sediments may be stabilized on site using approved BMPs as approved by the Engineer. 8-01.3(16) Removal In the second paragraph, the last sentence is revised to read: This may include, but is not limited to, ripping the soil, incorporating soil amendments, and seeding with the specified seed. 8-01.4 Measurement The eighth paragraph is revised to read: Silt fence, gravel filter, compost berms, and wood chip berms will be measured by the linear foot along the ground line of completed barrier. 8-01.5 Payment The following bid items are relocated after the bid item "Check Dam": "Inlet Protection", per each. "Gravel Filter Berm", per linear foot. The foflowing new paragraph is inserted before the bid item "Stabilized Construction Entrance": � � 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A087 54 � t_� � � � � � � u � � � � L_.J � � � � � � � � L.� � � � � � � I� u � � L. � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31� 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 The unit Contract price per linear foot for "Check Dam" and °Gravel Filter Berm" and per each for nlnlet P�otection" shall be full pay for all equipment, labor and materials to perform the Work as specified, including installation, removal and disposal at an approved disposal site. The paragraph after the bid item "Temporary Curb" is revised to read: The unit Contract price per linear foot for temporary curb shall include all costs to install, maintain, remove, and dispose of the temporary curb. The following bid item is inse�ted after the bid item "Mulching with Pam": "Mulching with HECP Type 3 Mulch", per acre. The bid item "Mulching with BFM° is revised to read: "Mulching with HECP Type 2 Mulch" The bid item "Mulching with MBFM/FRM" is revised to read: "Mulching with HECP Type 1 Mulch" SECTION 8-02, ROADSIDE RESTORATION January 3, 2011 8-02.2 Materials In the first paragraph, the following item is inserted after the item "Fertilizer Mulch and Amendments 9 8 Roadside Work Plan In the first paragraph, the second sentence is revised fo read: 9-14.3": The roadside work plan shall define the Work necessary to provide a!I Contract requirements, including: wetland excavation, soil preparation, habitat, Structure placement, planting area preparation, seeding area preparation, bark mulch and compost placement, seeding, planting, plant replacement, irrigation, and weed control in narrative form. The first sentence under "Progress Schedule" is revised to read: A progress schedule shall be submitted in accordance with Section 1-08.3. The Progress Schedule shall include the planned time periods for Work necessary to provide all Contract requirements in accordance with Sections &01, 8-02, and 8-03. The ficst sentence under "Weed and Pest Control Plan" is revised to read: The Weed and Pest Control Plan shall be submitted and approved prior to starting any Work defined in Sections 8-01, and 8-02. In the third paragraph under "Weed and Pest Control Plan" the �rst and second sentences are revised to read: I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNEI.lZATION 10A067 55 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 The pian shall be prepared and signed by a ficensed Commercial Pest Control Operator or Consultant when chemical pesticides are.proposed. The plan shall include methods of weed control; dates of weed control operations; and the name, application rate, and Material Safety Data Sheets of all proposed herbicides. The last paragraph under "Plant Establishment Plan" is deleted. 8-02.3(2)A Chemical Pesticides This section is deleted. 8-02.3(2)B Weed Control This section is deleted. 8-02.3(3) Planting Area Weed Control This section including title is revised to read: 8-02.3(3) Weed and Pest Control The Contractor shali control weed and pest species within the project area using integrated pest management principles consisting of inechanical, biological and chemical controls that are outlined in the Weed and Pest Control Plan or as designated by the Engineer. Those weeds specified as noxious by the Washington State Department of Agriculture, the local Weed District, or the County Noxious Weed Control Board and other species identified by the Contracting Agency shall be controlled on the project in accordance with the weed and pest control plan. The Cont�actor shall control weeds not otherwise covered in accordance with Section 8- 02.3(3)A, Planting Area Weed Control in all areas within the project limits, including erosion control seeding area and vegetation preservation areas, as designated by the Engineer. This section is supplemented with the following new sub-sections: 8 Planting Area Weed Control All planting areas shall be prepared so that they are weed and debris free at the time of planting and until completion of the project. The planting areas shall include the entire ground surface, regardless of cover, all planting beds, areas around plants, and those areas shown in the Plans. All applications of post-emergent herbicides shall be made while green and growing tissue is present. Should unwanted vegetation reach the seed stage, in violation of these Specifications, the Contractor shall physically remove and bag the seed heads. All physically removed vegetation and seed heads shall be disposed of off site at no cost to the Contraating Agency. Weed barrier mats shall be installed as shown in the Plans. Mats shall be 3-feet square and shall be secured by a minimum of 5-staples per mat. Mats and staples shall be installed according to the manufacturer's recommendations. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A06T 56 �__ ] � � � � � � � � � � � �� � � � � � � � � � � � � � L� � � � � � � � � 1 2 3 5 6 8 9 10 11 12 13 14 15 'I 6 17 18 19 2Q 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 8-02.3(3jB Chemical Pesticides Application of chemical pesticides shall be in accordance with the label recommendations, the Washington State Department of Ecology, local sensitive area ordinances, and Washington State Department of Rgriculture laws and regulations. Oniy those herbicides listed in the table Herbicides Approved for Use an WSDOT Rights of Way at http://www.wsdot.wa.gov/Maintenance/Roadside/herbicide_use.htm may be used. The applicator shall be licensed by the State of Washington as a Commercial Appiicator or Commercial Operator with additional endorsements as required by the Special Provisions or the proposed weed control plan. The Contractor shall fumish the Engineer evidence that all operators are licensed with appropriate endorsements, and that the pesticide used is registered for use by the Washington State Department of Agriculture. All chemicals shall be delivered to the job site in the original containers. The licensed applicator or operator shall complete a Commercial Pesticide Application Recard (DOT Form 540-509) each day the pesticide is applied, and furnish a copy to the Engineer by the following business day. � The Contractor shall ensure confinement of the chemicals within the areas designated. The use of spray chemical pesticides shall require the use of anti-drift and activating agents, and a spray pattem indicator unless otherwise allowed by the Engineer. The Contractor shall assume all responsibility for rendering any area unsatisfactory for planting by reason of chemical application. Damage to adjacent areas, either on or off the Highway Right of Way, shall be repaired to the satisfaction of the Engineer or the property owner, and the cost of such repair shall be borne by the Contractor. 8 Planting Area Preparation In the first paragraph, the second sentence is revised to read: Material displaced by the Contractor's operations that interferes with drainage shall be removed from the channel and disposed of as approved by the Engineer. 8 Layout of Planting The second paragraph is deleted. 8-02.3(8) Planting tn the second paragraph, the first and second sentences are revised to read: Under no circumstances will planting be permitted during unsuitable soil or weather conditions as determined by the Engineer. Unsuitable conditions may include frozen soil, freezing weather, saturated soil, standing water, high winds, heavy rains, and high water levels. The fourth paragraph is revised to read: Plants sha8 not be placed below the finished grade. The fifth paragraph is revised to read: Planting hole sizes for plant material shall be in accordance with the details shown in the Plans. Any glazed surface of the planting hole shall be roughened prior to planting. I-5 SOUTHBOUND 320'CH ST OFF-RAMP GHANNELIZATION 70A067 �7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The following new paragraph is inserted after the fifth paragraph: All cuttings shall be planted immediately if buds begin to swell. 8-02.3(9) Pruning, Staking, Guying, and Wrapping In the first paragraph, the last sentence is revised to read: All other pruning shall be performed only after the plants have been in the ground at least one year and when �plants are dormant. 8 Plant Establishment In the third paragraph, the first sentence is revised to read: During the first-year plant establishment period, the Contractor shall perForm all Work necessary to ensure the resumption and continued growth of the transplanted material. In the fourth paragraph, "propose" is revised to read "submit". 8-02.3(15) Live Fascines In the first paragraph, the fourth sentence is revised to read: Dead branches may be placed within the live fascine and on the side exposed to the air. In the second paragraph, the third sentence is deleted. In the second paragraph, the seventh sentence is revised to read: The live stakes shall be driven through the live fascine vertically into the slope. 8-02.3(16)A Lawn Installation In the third paragraph, the last two items "West of the summit �f the Cascade Range - March 1 to October 1." and "East of the summit of the Cascade Range - April 15 to October 1." are revised to read: Western Washington (West of the Cascade Mountain crest) March through May 15 September 1 through October 1 Eastem Washington (East of the Cascade Mountain crest) October 1 through November 15 The fifth paragraph is revised to read: Topsoil for seeded or sodded lawns shall be placed at the depth and locations as shown in the Plans. The topsoil shall be cultivated to the specified depth, raked to a smooth even grade without low areas that trap water and compacted, all as approved by the Engineer. In the sixth paragraph, the last sentence is revised to read: Following placement, the sod shall be rolled with a smooth roller to establish contact with the soiL i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATfON 10A067 58 � � � � � � � � �� � � � � � � � � 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 as 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 8-02.4 Measurement The seventh paragraph is revised to read: Fine compost, medium compost and coarse compost will be measured by the cubic yard in the haul conveyance at the point of delivery. 8-02.5 Payment The following new paragraph is inserted above the paragraph beginning with "Payment shall be increased to 90-percent......°: Plant establishment milestones are achieved when plants meet conditions described in Section 8-02.3(13). The following is inserted after the bid item "Fine ComposY': "Medium Compost", per cubic yard. The paragraph for the bid item "Weed Control" is revised to read: "Weed and Pest Control�, will be paid in accordance with Section 1-09.6. The following new paragraph is inserted after the bid item "Soil Amendment": The unit Contract price per cubic yard for "Soil Amendment" shall be full pay for furnishing and incorporating the soil amendment into the existing soil. The following new paragraph is inserted after the bid item "Bark or Wood Chip Mulch": The unit Contract price per cubic yard for "Bark or Wood Chip MulchA shalt be full pay for fu�nishing and spreading the mulch onto the existing soil. SECTION 8-03, IRRIGATION SYSTEMS January 4, 2010 8-03.1 Description !n this section, "staked" is revised to read "approved by the Engineec" 8-03.3 Construction Requirements The second paragraph is revised to read: Potable water supplies shall be protected against cross connections in acxordance with appiicable Washington State Department of Health rules and regulations and approval by the local health authority. 8 Layout of Irrigation System This section is revised to read: The Contractor shall stake the irrigation system following the schematic design shown in the Plans. Approval must be obtained from the Engineer. Alterations and changes in the layout may be expected in order to conform to ground conditions and to obtain full and adequate coverage of plant material with water. However, no changes in the system as planned shaU be mads without prior authorization by the Engineer. 1-5 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 59 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2a 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 This section is supplemented with the following new sub-section: 8-03.3(1)A Locating Irrigation Sleeves Existing underground irrigation sleeve ends shall be located by potholing. Irrigation sleeves placed during general construction prior to installation of the irrigation system shall be marked at both ends with a 2x4x24-inch wood stake extending 6-inches out of the soil and painted blue on the exposed end. 8-03.3(2) Excavation In the first paragraph, the fourth sentence is revised to read: Trenches through rock or other material unsuitable for trench bottoms and sides shall be excavated 6-inches below the required depth and shall be backfilled to the top of the pipe with sand or other suitable material free from rocks or stones. Backfill rnaterial shall not contain rocks 2-inches or greater in diameter or other materials that can damage p�Pe• The second paragraph is revised to read: The Contractor shall exercise care when excavating pipe trenches near existing trees to minimize damage to tree roots. Where roots are 1-1/2-inches or greater in diameter, the trench shall be hand excavated and tunneled under the roots. When large roots are exposed, they shall be wrapped with heavy, moist material, such as burlap or canvas, for protection and to prevent excessive drying. The material musf be kept moist until the trench is backfilled. Trenches dug by machines adjace�t to trees having roots less than 1-1/2-inches in diameter shall have severed roots cleanly cut. Trenches having exposed tree roots shall be backfilled within 24hours unless adequately protected by moist material �as approved by the Engineer. All material and fastenings used to cover the roots shall be removed before backfilling. The third paragraph is revised to read: Detectable marking tape shall be placed in all trenches 6-inches directly above, parallel to, and along the entire length of all nonmetallic water pipes, and all nonmetallic and aluminum sleeves, conduits and casing pipe. The width of the tape and installation depth sha11 be as recommended by the manufacturer for the depth of installation or as shown in the Plans. 8-03.3(3) Piping This section is revised to read: All water lines shall be a minimum of 18-inches below finished grade measured from the top of the pipe or as shown in the Plans. All live water mains to be constructed under existing pavement shall be placed in steel casing jacked under pavement as shown in the Plans. All PVC or polyethylene pipe installed under areas to be paved shall be placed in irrigation sleeves. Irrigation sleeves shall extend a minimum of 2-feet beyond the limits of pavement. All jacking operations shall be performed in accordance with an approved jacking plan. Where possible; mains and laterals or section piping shall be placed in the same trench. All lines shall be placed a minimum of 3-feet from the edge of concrete sidewalks, curbs, guardrail, walls, fences, or tra�c barriers. Pipe pulling will not be allowed for installation and placement of irrigation pipe. i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A06T 60 � � � � � � � � � � �J � � � LJ 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 36 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Mainlines and lateral lines shail be defined as follows: Mainlines: All supply pipe and fittings between the water meter and the imgation control valves. Lateral Lines: All supply pipe and fittings befinreen the irrigation cantrol valves and the connections to the irrigation heads. Swing joints, thick watled PVC or polyethylene pipe, flexible risers, rigid pipe risers, and assaciated �ttings are not considered part of the lateral line but incidental components qf the irrigation heads. 8-03.3(4) Jointing In the second paragraph, the third sentence is revised to read: Threaded galvanized steel joints shall be constructed using either a nonhardening, nonseizing multipurpose sealant or Teflon tape or paste as recommended by the pipe manufacturer, or as shown in the Plans. In the last sentence of the second paragraph, "will" is revised to read "shall". In the fourth sentence of the third paragraph, "will" is revised to read "shall" and "at" is revised to read "of'. In the fifth paragraph, the first sentence is revised to read: On PVC or polyethylene-to-metal connections, work the metal connection first. In the fifth paragraph, the third sentence is revised to read: Connections between metal and PVC or polyethylene are to be threaded utilizing female threaded PVC adapters with threaded schedule 8Q-PVC nipple only. In the sixth paragraph, the second sentence is revised to read: The ends of the polyethylene pipe shall be cut square, reamed smooth inside and ouf, and inserted to the full depth of the fitting. 8 Installation The following new paragraph is inserted after the third paragraph: All automatic control valves, flow control valves, and pressure reducing valves shall be installed in appropriate sized valve boxes. Manual control valves shall be installed in an appropriate sized valve box and where appropriate, upstream of the automatic control valves. Manual and automatic valves installed together shall be in an appropriate sized box with 3-inches of clearance on all sides. The fourth paragraph is revised to read: Final position of valve boxes, capped sleeves, and quick coupler valves shall be between %2-inch and 1-inch above finished grade or mulch, or as shown in the Plans. The following new paragraph is inserted after the fourth paragraph: 1-5 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 61 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Quick coupler valves and hose bibs shall be installed in vaive boxes, either separately or within a control valve assembly box upstream of the control valves. Valves, quick couplers, and hose bibs shall have 3-inches of clearance on ali sides within the valve box. In the fifth paragraph "an" is revised to read "a minimum". The following new paragraph is inserted after the fifth paragraph: Automatic controller pedestals or container cabinets sha11 be installed on a concrete base as shown in the Plans or in accordance with the manufacturer's recammendations. Provide three 1-inch diameter galvanized metal or PVC ele�trical wire conduits through the base and 3-inches minimum beyond the edge or side of the base both inside and outside of the pedestaL . 8 Electrical Wire Installation This section is revised to read: All electrical work shall confoRn to the National Electric Code, NEMA Specifications and in accordance with Section 8-20. Electrical wiring befinreen the automatic controller and automatic valves shall be direct burial and may share a common neutral. Separate control conductors shall be run from the automatic controller to each valve. When more than one automatic controller is required, a separate common neutral shall be provided for each controller and the automatic valves which it controls. Electrical wire shall be installed in the trench adjacent to or above the irrigation pipe, but no less than 12-inches deep. Plastic tape or nyton tie wraps shall be used to bundle wires together at 10-foot intervals. If it is necessary to run electrical wire in a separate trench from the imgation pipe, the wire shall be placed at a minimum depth of 18-inches and be "snaked" from side to side in the trench. Each circuit shall be identified at both�ends and at all splices with a permanent marker identifying zone and/or station. Wiring placed under pavement and walls, or through walls, shall be placed in an electrical conduit or within an irrigation sfeeve. Electrical conduit shall not be less than 1-inch in diameter, and shall meet conduit specifications for PVC conduit as required in Section 9-29.1. Splices will be permitted only in approved electrical junction boxes, valve boxes, pole bases, or within control equipment boxes or pedestals. A minimum of 1$-inches of excess conductor shall be left at all splices, terminals and control valves to faciiitate inspection and future splicing. The excess wire shall be neatly coiled to fit easily into the boxes. All 120-volt electrical conductors and conduit shall be installed by a certified electrician including all wire splices and wire terminations. All wiring shall be tested in accordance with Section 8-20.3(11). Continuity ground and functionality testing shall be perFormed for all 24volt direct burial circuits. The Megger test, confirming insulation resistance of not less than 2 megohms to ground in accordance with Section 8-20.3(11), is required. I-5 SOUTHBOUND 320TH ST OFF-RAMP ' CHANNELIZATION 10A067 62 � � � �� � � � � � � � � �! � � �� � � �J � � � � Ll L_J 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 9 50 51 52 8-03.3(7) Flushing and Testing In the first paragraph "correct" is revised to read "as accurate" and "ordered" is revised to read "required". The third paragraph is revised to read: Main Line Flushing Ali main supply lines shall receive two fully open flushing's to remove debris that may have entered the line during construc#ion: The first before placement of valves and the second after placement of valves and prior to testing. The fourth paragraph is revised to read: Main Line Testing All main supply lines shall be purged of air and tested with a minimum static water pressure of 150-psi for 60-minutes without introduction of additional service or pumping pressure. Testing shall be done with one pressure gauge installed on the line, in the location required by the Engineer. For systems using a pump, an additional pressure gauge shall be installed at the pump when required by the Engineer. Lines that show loss of pressure exceeding 5-psi at the ends of specified test periods will be rejected. The fifth paragraph is deleted. In the sixth paragraph, "any" is revised to read "all". In the seventh paragraph, the second sentence is revised to read: The operating line pressure shall be maintained for 30-minutes with valves closed and w+thout introduction of additional service or pumping pressure. In the eighth paragraph, the fourth and fifth sentences are revised to read: The Contractor shall then conduct a thorough inspection of alf sprinkler heads, emitters, etc., located downstream of the break or disruption of service, and make all needed repairs to ensure that the entire irrigation system is operating properly. 8-03.3(8j Adjusting System In the first paragraph, the last sentence is revised to read: Unless otherwise speci�ed, sprinkler spray patterns wifl not be permitted to apply water to pavement, walks, or Structures. 8 System Operation In the first paragraph, the last sentence is revised to read: The final inspection of the irrigation system will coincide with the end of the Contract or the end of first-year plant establishment, which ever is later. In the second paragraph "ordered" is revised to read "required". In the third paragraph, the last sentence is revised to read: 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 63 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Potable water shall not flow through the cross-connection contral device to any downstream component until tested and approved for use by the local health authority in accordance with Section 8-03.3(12). The fourth paragraph is revised to read: In the spring, when the drip irrigation system is in full operation, the Contractor shall make a ful{ inspection of all emitters, and irrigation heads. This shall involve visual inspection of each emitter and irrigation head under operating conditions. All adjustments, flushing, or replacements to the system shall be made at this time to ensure the proper operation of all emitters and iRigation heads. 8-03.3(12) Cross Connection Control Device Installation In the first sentence of the first paragraph "serving utility" is revised to read "local.health authority". � 8-03.3(13) Irrigation Water Service The first paragraph is revised to read: Alf water meter(s) shall be installed by the serving utility. The Contracting Agency shall arrange for a water meter installation(s) for the irrigation system at the locations and sizes as shown in the Plans at no cost to the Contractor. It shall be the Contractor's responsibility to contact the Engineer to schedule the water meter installation. The Contractor shall provide a minimum of 60-calendar days notice to the Engineer prior to the desired water meter installation date. In the second paragraph, "will" is revised to read "shall". 8-03.3(14) Irrigation Electrical Service The first paragraph is revised to read: The Contracting Agency shall arrange for electrical service connection(s) for operation of the automatic electrical controller(s) at the locations as shown in the Plans. The Contractor shall splice and run conduit and wire from the electrical service connection(s), or service cabinet to the automatic electrical controller and connect the conductors to the circuit(s) per the controller manufacturer's diagrams or recommendations. In the second paragraph, "conduit" is revised to read "conduits". SECTION 8-08, RUMBLE STRIPS April 5, 2010. 8-08.3 Construction Requirements In the fou�th paragraph, the first and second sentences are combined to read: When shown in the Plans, the rumble strips shall be fog sealed in accordance with the requirements of Section 5-02 following the completion of the shoulder rumble strip. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 64 L_� � � 3 4 SECTION 8-09, RAISED PAVEMENT MARKERS January 3, 2011 This division is deleted in its entirety and replaced with the following: 5 8-09 RAISED PAVEMENT MARKERS � � � � � � � 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 4$ 49 8-09.1 Description This Work shall consist of furnishing and installing pavement markers of the type specified in the Plans, in accordance with these Spec�cations, and at the locations indicated in the Plans or where designated by the Engineer. This Work also includes cleanup and disposal of cuttings and other resultant debris. The color of pavement markers shall conform to the color of the marking for which they supplement, substitute for, or serve as a positioning guide for. 8-09.2 Materials Raised pavement marker (RPM} shall meet the requirements of the following sections: RPM Type 1 RPM Type 2 RPM Type 3 Adhesive 9-21.1 9-21.2 9-21.3 9-02.1(8), 9-26.2 8-09.3 Construction Requirements 8-t19.3(1) Preliminary Spotting The Engineer will provide necessary control points at intervals agreed upon with the Contractor to assist in preliminary spatting of the lines before marker placement begins. The Con#ractor shall be responsible for preliminary spotting of the lines to be marked. The color of the material used for spotting shall match the color of the raised pavement marlcers. Approval by the Engineer is required before marking begins. Markers shall not be placed over longitudinal or transverse joints in the pavement surface. 8 Surface Preparation All sand, dirt, and loose extraneous material shall be swept or blown away from the marker location and the cleaned surFace prepared by . 1 vf the following procedures: When deemed necessary by the Engineer all surface dirt within areas to receive markers shall be removed. Large areas of tar, grease, or foreign materials may require sandblasting, steam cleaning, or power broaming to accomplish complete removaL When markers are placed on new cement concrete pavement, any curing compound shall be removed in accordance with the requirements of this section. All liquid membrane-forming compounds shall be removed from the Portland cement concrete pavement to which Raised Pavement Markers are to bonded, Curing compound removal shall not be started until the pavement has attained sufficient flexural strength for opening for tra�c to be allowed on it. The Contractor shall submit a proposed removal method to the Project Engineer and shall not begin the removal process until the Project Engineer has approved the removal method. !-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 65 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The pavement shall be surface dry. When applying Epoxy Adhesives in cool weather the pavement surface shall be heated by intense radiant heat (not direct flame) for a sufficient length of time to warm the pavement areas of marker application to a minimum of 70°F. Application of markers shall not proceed until final authorization is received from the Engineer. 8-09.3(3) Marker Preparation Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120°F for a maximum of 10-minutes. 8-09.3(4) Adhesive Preparation Epoxy adhesive shall be maintained at a temperature of 60°F to 85°F before use and during application. Component A shall be added to component B just before use and mixed to a smooth uniform blend. The unused mixed adhesive shall be discarcled when polymerization has caused stiffening and reduction of workability. Bituminous pavement marker adhesive shall be indirectly heated in an applicator with continuous agitation or recumng circulation. Adhesive temperature shall not exceed the maximum safe heating temperature stated by the manufacturer. The Contractor shall provide the Engineer with manufacturer's written instruction for application temperature and maximum safe heating temperature. 8-09.3(5) Appfication Procedure 8-09.3(5)A Epoxy Adhesives Epoxy adhesive shall conform to the requirements of Sections 9-26.2. The ma�lcer shall be affixed to the prepared pavement area with sufficient adhesive so as to squeeze out a small bead of adhesive around the entire periphery of the marker. The sequence of operations shall be as rapid as possible. Adhesive shall be in place and the marker seated in not more than 30-seconds after the removal of the pavement preheat or warm air blast. The marker shall not have cooled more than 1-minute before seating. The lengths of the pavement preheat or warming shall be adjusted so as to ensure bonding of the marker in not more than 15-minutes. Bonding will be considered satisfaotory when adhesive develops minimum bond strength in tension of not less than 800-grams per square inch or a total tensile strength of 25-pounds. On Roadway sections which are not open to public traffic, the preheating of the markers by dry heating before setting will not be required provided the adhesive develops the required bond strength of 800-grams per square inch in less than 3- hours. if the Roadway section is carrying public traffic du�ing the installation of the markers, the 15-minute set-to-traffic provision will be enforced, and necessary flagging and traffic control will be required. 8-09.3(5}B Asphalt Adhesives The bituminous adhesive shall conform to the requirements of Section 9-02.1($}. i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 1QA067 66 � � � � � � � � � � 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 . 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Bituminous adhesive shall be applied at #emperatures recommended by the manufacturer. The marker shall be affixed to the prepared pavement area with sufficient adhesive so as to squeeze out a smail bead of adhesive around the entire periphery of the marker. Markers shall be placed immediately after application of the adhesive. 8-09.3(6) Recessed Pavement Marker The Contractor shall construct recesses for pavement markers by grinding the pavement in accordance with the dimensions shown in the Standard Plans. The Contractor shall prepare the surface in accordance with Section 8-09.3(2), and install Type 2 markers in the recess in accordance with the Standard Plans and Section 8- 09.3(5). 8-09.3(7) Tolerances for Pavement Markers Markers shall be spaced and aligned as shown in the Standard Plans and as specified by the Engineer. A displacement of not more than'/2-inch left or right of the established guide line will be permitted. The Contractor shall remove and replace at no expense to the Contracting Agency all improperly placed markers. 8-09.4 Measurement Measurement of markers will be by units of 100 for each type of marker fumished and set in place. 8-09.5 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• °Raised Pavement Marker Type 1", per hundred: "Raised Pavement Marker Type 2", per hundred. "Raised Pavement Marker Type 3- In.", per hundred. "Recessed Pavement Marker", per hundred. The unit Contract price per hundred for "Raised Pavement Marker Type 1°, "Raised Pavement Marker Type 3 In.", and "Recessed Pavement Marker" shall be full pay for furnishing and installing the markers in accordance with these Specifications including all cost involved with traffic control except for reimbursement for other traffic control labor, and fo� flaggers and spotters in accordance with Section 1-10.5. SECTION 8-10, GUIDE POSTS August 2, 2010 8-10.3 Construction Requirements The second paragraph is supplemented with the following: When guide posts are placed on new cement concrete pavement, any curing compound shall be removed. All liquid membrane-forming compounds shall be removed from the Portland cement concrete pavement to which guide post are to be bonded, Curing compound removal shall not be started until the pavement has attained sufficient flexural strength for traffic to be allowed on it. The Contractor shall submit a proposed removal method to the Project Engineer and shall not begin the removal process until 1-5 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 67 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 the Project Engineer has approved the removal method. The final guide post lengths will be determined or verified by the Engineer at the request of the Contractor. SECTION 8-11, GUARDRAIL August 2, 2010 8-11.3(1)A Erection of Posts � The second paragraph is supplemented with the following sentence: New installations af guardrail sha11 have steel posts or as otherwise shown in the Plans. &11.3(1)D Terminal and Anchor Installation The fifth paragraph is supplemented with the following sentence: For new terminal installations steel posts shall be used unless shown otherwise in the Plans. . SECTION 8-14, CEMENT CONCRETE SIDEWALKS January 3, 2011 8-14.3(3) Placing and Finishing Concrete. The last sentence in the last paragraph is deleted. 8-14.3(5) Curb Ramp Detectable Warning Surface Retrofit This section including heading is revised to read: 8 Detectable Warning Surface Detectable warning surfaces shall consist of truncated domes as shown in the Plans. Where a detectable waming surface is to be applied, the Contractor shall attach the detectable waming surFace to the pavement surface according to the manufacturer's recommendations. The detectable warning surFace shall be located as shown in the Plans. The Contractor shall use one of the detectable warning surface products listed in the Qualified Products List or submit another product for approval by the Project Engineer. If the Plans require, the detectable warning surface shall be capable of being bonded ta a cement concrete surface or to an asphalt concrete surface. Vertical edges of the detectable warning surFace shall be flush with the adjoining surface to the extent possible (otherwise not be more than 1/4inch above the surFace of the pavement) after installation. 8-14.4 Measurement The second sentence in the first paragraph is revised to read: Cement concrete curb ramp type will be measured per each for the complete curb ramp type installed and includes the installation of the detectable waming surFace. The second paragraph is revised to read: Detectable waming surFace will be measured by the square foot of detectable warning surface material installed as shown in the Plans. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 68 � l� � � � � � � 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 .34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 8-14.5 Payment The pay item "Cement Conc. Curb Ramp Type " is supplemented with the following new paragraph: The unit Contract price per each for "Cement Concrete Curb Ramp Type ", shall be full pay for installing the curb ramp as specified including the "Detectable Waming Surface". The pay item "Curb Ramp Detectable Warning Surface Retrofit" is revised to read "Detectable Warning SurFace". SECTION 8-15, RIPRAP January 4, 2Q10 8-15.2 Materials The referenced sections for the following items are revised to read: Heavy Loose Riprap Light Loose Riprap Hand Placed Riprap Sack Riprap Quarry Spalls 0 9-13 9=13 9-13 9-13 9-13 SECTION 8-17, IMPACT ATTENUATOR SYSTEMS April 5, 2010 8-17.4 Measurement The first paragraph is supplemented with the following new sentence: Only the maximum number of temporary impact attenuators installed at any one time within the project limits will be measured for payment. 8-17.5 Payment In the second paragraph following the bid item "Resetting Impact Attenuato�', the first sentence is revised to read: If an impact attenuator is damaged by a third party, repairs shall be made in accordance with Section 1-07.13(4) under the Bid item "Reimbursement For Third Party Damage". SECTION 8-20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL January 3, 2011 8-20.1 Description In the first paragraph, item number 3 is revised to read: 3. Intelligent Transportation Systems (ITS) 8-20.3(4) Foundations In the 12th paragraph, item number 2 is revised to read: I-5 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 69 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 2. The top heavy-hex nuts for type ASTM F1554 grade 105 anchor bolts shall be tightened by the Tum-Of-Nut Tightening Method to minimum rotation of'/-tum (90 degrees) and a maximum rotation of '/3-turn (120 degrees) past snug tight. Permanent marks shall be set on the base pfate and nuts to indicate nut rotation past snug tight. in the 12th paragraph, the following is inse�ted after item number 2: 3. The top hex nuts for type ASTM F1554 grade 55 anchor bolts shall be tightened by the Tum-of-Nut Tightening Method to minimum rotation of 1/&turn (45 degrees) and a maximum rotation of 1/6-turn (60 degrees) past snug tight. Permanent marks shall be set on the base pla#e and nuts to indicate nut rotation past snug tight. 8-20.3(5) Conduit In the fifth sentence of the fourth paragraph, "conforms° is revised to read "conforming". 8-20.3(6j Junction Boxes, Cable Vaults, and Pull boxes In the first paragraph, the first sentence is revised to read: Standard Duty and Heavy Duty junction boxes, pull boxes and cable vaults shall be installed at the locations show in the Plans. In the second paragraph, the first sentence is revised to read: Cable vaults and pull boxes shall be installed in accordance with the following: In item number 2 of the second paragraph, �top course" is deleted and "pe�' is revised to read "in accordance with". In the last paragraph, "1/2 inch" is revised to read "1/8 inch". This section is supplemented with the following: Standard Duty pull boxes, cable vaults and concrete junction boxes installed in sidewalks, walkways and shared use paths shall have slip resistant surfaces, be flush with surFace and match grade of the sidewalk, walkway and shared use path. The boxes, vaults and junction boxes shall not be placed in curb ramps, curb ramp landings, or the gutter areas associated with the curb ramps. Standard Duty non-concrete junction boxes shall not be installed in sidewalks, walkways or shared use paths. 8-20.3(8) Wiring The following new two paragraphs are inserted after the first table: Splices and taps on underground circuits shall be made with solderless crimp connectors meeting the requirements of Section 9-29.12. Only one conductor or one multi conductor cable per wire entrance will be allowed in any rigid mold splice. tn the eleventh paragraph item number 5 i� revised to read: i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 70 � � � � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 2S 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 5. Video detection camera lead-in cable - the numbers of the phases the camera• served. In the eleventh paragraph the following is added after item number 5: 6. For ITS cameras — the number of the camera indicated in the Contract and the number of the associated cabinet as indicated on the Plans. 7. Communication cable -- labeled as Comm. This section is supplemented with the following new paragraph: Installation of coaxial or coaxial/Siamese cable or data cables with a 600 VAC rating will be allowed in the same raceway with 480 VAC illumination cable. 8-20.4 Measurement The first sentence is revised to read: No specific unit of ineasurement will apply to the lump sum items for illumination system, intelligent transportation system (ITS), or traffic signal systems, but measurement will be for the sum total of all items for a complete system to be furnished and installed. The second paragraph is revised to read: Conduit of the kind and diameter specified will be measured, through the junction boxes, by the linear foot of conduit placed, unless the conduit is included in an illumination system, signal system, Intelligent Transportation (ITS) or other type of electrical system lump sum Bid item. 8-20.5 Payment All references to "Intelligent Transportation System° are revised to read "ITS". The paragraph after the bid item, "Conduit Pipe In. Diam." per linear foot, is revised to read: The unit Contract price per linear foot for "Conduit Pipe In. Diam.° shall be fuli pay for fumishing all pipe, pipe connections, elbows, bends, caps, reducers, conduits, unions, junction boxes and fittings; for placing the pipe in accordance with the above provisions, including all excavation, jacking or drilling required, backfilling of any voids around casing, canduits, pits or the trenches, restoration of native vegetation disturbed by the operation, chipping of pavement, and bedding of the pipe; and all other Work necessary for the construction of the canduit, except that when conduit is included on any project as an integral part of an illumination, traffic signal, or ITS systems and the conduit is not shown as a pay item, it shall be included in the lump sum price for the system shown. !-5 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A06T 7� �: 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 za 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SECTION 8-21, PERMANENT SIGNING January 3, 2011 8-21.3(4) Sign Removal In the fourth paragraph, the following sentence is inserted after the second sentence: Where signs are removed from existing overhead sign Structures, the existing vertical sign support braces shall also be removed. In the fourth paragraph, the third sentence is revised to read: Aluminum signs, wood signs, wood sign posts, wood structures, metal sign posts, wind beams, and other metal structural members, and all existing fastening hardware connecting such members being removed, shall become the property of the Contractor and shall be removed from the project. 8-21.3(9}F Foundations , In the ninth paragraph, the following new statement is inserted as number 1. Existing numbers 1 through 6 of the ninth paragraph shall be renumbered to 2 through 7. 1. Foundation excavations shall confoRn to the requirements of Section 2-09.3(3). In the tenth paragraph, item number 2 is revised to read: 2. Steel reinforcement, including spiral reinforcing, shall conform to Section 9-07.2. 8 Identification Plates This sec#ion including title is revised to read: 8-21.3(9)G Sign Structure Identification Information Whenever existing bridge mounted sign brackets, cantilever sign structures, or sign bridge structures are removed from their anchorage, whether temporary or permanent, the Contractor shall provide the sign structure identification information, aftached to the sign structures, to the Engineer. The identification infoRnation may be in the foRn of a riveted plate, sticker, or other means. • SECTION 8-22, PAVEMENT MARKING August 2, 2010 8-22.1 Description In the second paragraph, the last sentence is revised to read: Traffic letters used in word messages shall be sized as shown in the Plans. 8 Measurement In the sixth paragraph "Painted Line" is revised to read "Paint Line°. I-5 SOUTHBOUND 320TH ST OfF-RAMP CHANNELIZATION 10A067 72 � �� � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 SECTION 9-01, PORTLAND CEMENT Apri15, 2010 9-01.2(1j Portland Cement In the first paragraph, all the text after "shall not exceed 8-percent by weighY' is deleted and the paragraph ends. In the second paragraph, "per" is revised to read "in accordance with" SECTION 9-02, BITUMINOUS MATERIALS January 3, 2011 9-02.1(8) Flexible Bituminous Pavement Marker Adhesive This section is revised to read: Flexible bituminous pavement marker adhesive is a hot melt thermoplastic bituminous material used for bonding raised pavement markers and recessed pavement markers to the pavement. The adhesive material shall conform to the following requirements when prepared in accordance with the Materials Manual WSDOT Standard Operating Procedure (SOP) No. 318: L_ � 22 23 24 25 26 27 28 29 30 Property Test Method Requirement Penetration, 77°F, 100g, 5 sec, AASHTO T 49 30 Max. dmm Softening Point, F AASHTO T 53 2Q0 Min. Rotational Thermosel vscosity, AASHTO T 316 5000 Max. cP, #27 spindle, 20 RPM, 400°F Ductility, 77°F, 5 cm/minute, cm AASHTO T 51 15 Min. Ductility, .39.2°F, 1 cm/minute, cm ASTM D 51 5 Min. Flexibility, 1", 20°F, 90 deg. Bend, ASTM D 3111 Pass 10 sec., %"x 1" x 6" specimen NOTE 1 Bond Pull-Off Strength WSDOT T-426 Greater than 50 psi 73 Note 1: Flexibility test is modified by bending specimen through an arc of 90 degrees at a uniform rate in 10 seconds over a 1-inch diameter mandrel. 9-02.1(9) Coal Tar Pitch Emulsion, Cationic Asphalt Emulsion Blend Sealer This section including title is revised to read: 9-02.1(9) Vacant I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 1 2 3 4 5 6 7 8 9 10 11 ' 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 SECTION 9-03, AGGREGATES August 2, 2010 In this Division, all references to "AASHTO TP 61" are revised to read "AASHTO T 335". 9-03.11(2) Streambed Cobbles The first paragraph is revised to read: Streambed cobbles shall be clean, naturally occurring water rounded gravel material. Streambed cobbles shall have a well graded distribution of cobble sizes and conform to one or more of the following gradings as shown in the Plans: Percent Passin Approximate 4" 6" 8" 10" 12" Size "°`°' Cobbles Cobbles Cobbles Cobbles Cobbles 12" 100 10" 100 70-90 8" 100 70-90 6" 100 70-90 5° 70-90 30-60. 4" .100 30-60. 3" 70-90 30-60. 2" 30-60. 1'h" 20-50 3 /" 10 max. 10 max. 10 max. 10 max. 10 max. In the second paragraph, "determine" is revised to read "determined". SECTION 9-04, JOINT AND CRACK SEALING MATERIALS August 2, 2010 9-04.2(1) Hot Poured Joint Sealants This section is revised to read: Hot poured joint sealants shall meet the requirements of AASHTO M 324 Type IV except for the following: 1. The Cone Penetration at 25°C shall be 130 maximum. 2. The extension fo� the bond, non immersed, shalf be 100%. 3. The hot poured joint sealant shall have a minimum Cleveland Open Cup Flash Point of 205°C in accordance with AASHTO T 48 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNEUZATION 10A067 T4 �. � � � � � 1 2 3. 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Hot poured joint sealants shail be sampled in accordance with ASTM D 5167 and tested in accordance with ASTM D 5329. 9-04.11 Butyl Rubber This section inciuding title is revised to read: 9-04.11 Butyl Rubber and Nitrile Rubber Butyl rubber shall conform to ASTM D 2000, M1 BA 610. If the Engineer determines that the area will be exposed to petroleum products Nitrile rubber shail be utilized and conform to ASTM D 2000, M1 BG 610. SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS January 3, 2011 9-05.2(8) PerForated Corrugated Polyethlene Underdraine Pipe (12-inch through 6Q-inch) This section including title is revised to read: 9-05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe, Couplings and Fittings (12-inch through 60-inch) Perforated corrugated polyethylene underdrain pipe, couplings and fittings, 12-inch through 60-inch diameter maximum, shall meet the requirements of AASHTO M 294 Type CP or Type SP. Type CP shall be Type C pipe with Class 2 perforations and Type SP shall be Type S pipe with either Class 1 or Class 2 perforations. Additionally, Class 2 perforations shall be uniformty spaced along the length and circumference of the pipe. 9-05.12(2) Proflle Wall PVC Culvert Pipe, Profile Wall PVC Storm S�wer Pipe, and Profile Wall PVC Sanitary Sewer Pipe In the fourth paragraph, the word "producer's" is revised to read "Manufacturer's". 9-05.13 Ductile Iron Sewer Pipe The second and third paragraphs are revised to read: Ductile iron pipe shall conform to ANSI A 21.51 or AWWA C151 and shall be cement mortar lined and have a 1- mil seal coat per AWWA C104, or a Ceramic Filled Amine cured Novalac Epoxy lining, as indicated on the Plans or in the Special Provisions. The ductile iron pipe shall be Special Thickness Class 50, Minimum Pressure Class 350, or the Class indicated on the Plans or in the Special Provisions. Nonrestrained joints shall be either rubber gasket type, push on type, or mechanical type meeting the requirements of AWWA C111. 9-05.19 Corrugated Polyethylene Culvert Pipe This sections title is revised to read: 9-05.19 Corrugated Polyethylene Culvert Pipe, Couplings, and Fittings The first paragraph is revised to read: I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A067 75 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Corrugated polyethylene culvert pipe, couplings, and fittings, shall meet the requirements of AASHTO M 294 Type S or D for pipe 12-inch to 60-inch diameter with silt-tight joints. 9-05.20 Corrugated Polyethylene Storm Sewer Pipe This sections title is revised to read: 9-05.20 Corrugated Polyethytene Storm Sewer Pipe, Couplings, and Fittings In the first paragraph, the first sentence is revised to read: Corrugated polyethylene storm sewer pipe, couplings, and fittings shall meet the requirements of AASHTO M 294 Type S or D. Section 9-05 is supplemented with the following new sub-sections: 9 Steel Rib Reinforced Polyethylene Culvert Pipe Steel rib reinforced polyethylene culvert pipe shall meet the requirements of ASTM F2562 Class 1 for steel reinforced thermoplastic ribbed pipe and fittings for pipe 24-inch to 60-inch diameter with silt-tight joints. Silt-tight joints for steel reinforced polyethylene culvert pipe shall be made with a bell/bell or bell and spigot coupling and incorporate the use of a gasket conforming to the requirements of ASTM F 477. All gaskets shall be installed on the pipe by the manufacturer. Qualification for each manufacturer of steel reinforced polyethylene culvert pipe requires an approved joint system 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 clea�ly identify production lots for all materials represented. The Contracting Agency may conduct verification tests of pipe stiffness or other properties as it deems appropriate. � 9-05.22 Steel Rib Reinforced Polyethylene Storm Sewer Pipe Steel rib reinforced polyethylene storm sewer pipe shall meet the requirements of ASTM F2562 Class 1 for steel reinforced thermoplastic ribbed pipe and fittings. The maximum diameter for steel reinforced polyethylene storm sewer pipe shall be the diameter for which a manufacturer has submitted a qualified joint. Qualified manufacturers and approved joints are listed in the Qualified Products Lists. Fittings shall be rotationally molded, injection moided, or factory welded. All joints for steel reinforced polyethylene storm sewer pipe shall be made with a bell and spigot coupling and conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. All gaskets shall be installed on the pipe by the manufacturer. Qualification for each manufacturer of steel reinforced polyethylene storm sewer pipe requires joint system conformance to ASTM D 3212 using elastomeric gaskets i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNEUZATION 10A067 76 �� i � � � � 9 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 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 verificafion tests of pipe stiffness or other properties as it deems appropriate. 9-05.23 High Density Polyethylene (HDPE) Pipe HDPE pipe shall be manufactured from re�ins meeting the requirements o# ASTM D3350 with a cell classi�cation of 345464C and a Plastic Pipe Institute {PPI) designation of PE 3408. The pipes sha{I have a minimum standard dimension ratio (SDR) of 32.5. HDPE pipe shall be joined into a continuous length by an approved joining method. The joints shall not create an increase in the outside diameter of the pipe. The joints shall be fused, snap together or threaded. The joints shall be water tight, rubber , gasketed if applicabls, and pressure testable to the requirements ofASTM D 3212. Joints to be welded by butt fusion, shall meet the requirements of ASTM F 2620 and the manufacturer's recommendations. Fusion equipment used in the joining procedure shall be capable of ineeting all conditions recommended by the pipe manufacturer, including but not limited to fusion temperature, alignment, and fusion pressure. All field welds shall be made with fusion equipment equipped with a Data Logger. Temperature, fusion pressure and a graphic representation of the fusion cycle shall be part of the Quality Control records. Electro fusion may be used for field closures as necessary. Joint strength shall be equal o� greater than the tensile strength of the pipe. Fittings shall be manufactured from the same resins and Cell Classification as the pipe unless specified otherwise in the Plans or Specifications. Butt fusion fittings and Flanged or Mechanica! joint adapters shall have a manufacturing standard of ASTM D3261. Electro fusion fittings shall have a manufacturing standard of ASTM F1055. HDPE pipe to be used as liner pipe shall meet the requirements of AASHTO M 326 and this specification. The supplier shall furnish a Manufacturer's Certification of Compliance stating the materials meet the requirements of ASTM D 3350 with the correct cell classification with the physical properties listed above. The suppiier shall certify the dimensions meet the requirements of ASTM F 714 or as indicated in this Spec�cation or the Plans. At the time of manufacture, each lot of pipe, liner, and fittings shall be inspected for defects and tested for Elevated Temperature Sustain Pressure in accordance with ASTM F 714. The Contractor shalt not install any pipe that is more than 2 years old from the date of manufacture. At the time of delivery, the pipe shall be homogeneous throughout, uniform in color, free of cracks, holes, foreign materials, blisters, or deleterious faults. �. SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A06T 77 1 2 3 5 6 7 8 9 10 'I 1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3a 31 32 33 34 35 36 37 38 39 40 41 42 44 45 46 47 48 49 50 Pipe shall be marked at 5 foot intervals or less with a coded number which identifies the manufacturer, SDR, size, material, machine, and date on which the pipe was manufactured. 9-05.24 Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe, and Polypropytene Sanitary Sewer Pipe Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe and 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. Alf joints for corrugated polypropylene pipe shall be made with a belf/bell or bell and spigot coupling and shall conform to ASTM D3212 using elastomeric gaskets conforming to ASTM F477. All gaskets shall be factory installed on the pipe in accordance with the producer's recommendations. Qualification for each producer of corrugated polypropylene storm sewer pipe requires joint system conformance to ASTM D3212 using elastomeric gaskets conforming to ASTM F477 and a formal quality control plan for each plant proposed far cflnsideration. A Manufacturer's Certificate of Compliance shall be required and shall acxompany 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 deems appropriate. SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS January 3, 2011 9-06.5{3) High Strength Bolts The first paragraph is revised to read: High-strength bolts for structural stesl joints shall conform to either AASHTO M 164 Type 1 or 3 or AASHTO M 253 Type 1 or 3, as specified in the Plans or Special Provisions. Tension control bolt assemblies, meeting all requirements of ASTM F 1852 may be substituted where AASHTO M 164 high strength bolts and associated hardware are specified. The second paragraph is revised to read: When specified in the Plans or Special Provisions to be galvanized, tension contral bolt assemblies shall be galvanized after fabrication in accordance with ASTM B 695 Class 55 Type L The third paragraph is revised to read: Bolts conforming to AASHTO M 253 shall not be galvanized. The fourth paragraph is revised to read: 1-9 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 78 � � �- � � � �. � �� � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Bolts for unpainted and nongalvanized structures shall conform to either AASHTO M 164 Type 3, AASHTO M 253 Type 3, or ASTM F 1852 Type 3, as specified in the Plans or Special Provisions. The fifth paragraph is revised to read: Nuts for high strength bolts shall meet the following requirements: AASHTO M 164 Bolts Type 1 (black) Type 3 (black weathering) Type 1 (hot-dip galvanized) AASHTO M 291 Grade C, C3, D, DH and DH3 AASHTO M 292 Grade 2H AASHTO M 291 Grade C3 and DH3 AASHTO M 291 Grade DH AASHTO M 292 Grade 2H AASHTO M 253 Bolts Type 1 (bJack) Type 3 (black weathering) AASHTO M 291 Grade DH, DH3 AASHTO M 292 Grade 2H AASHTO M 291 Grade DH3 The first sentence in the eighth paragraph is revised to read: Washers for AASHTO M 164 and AASHTO M 253 bolts shall meet the requirements of AASHTO M 293 and may be circular, be�eled, or extra thick as required. The last sentence in the eleventh paragraph is revised to read: Approval from the Engineer to use lock-pin and collar fasteners shall be received by the Contractor prior to use. The number 2 foot note reference in the table is deleted. The last row of the table is revised to read: *Manufacturer's Certificate of Compliance — samples not required. 1 Nuts, washers, load indicator devices, and tension control bolt assemblies shall be sampled at the same frequency as the bolts. � � � 36 37 38 39 40 41 42 43 44 45 46 SEGTION 9-07, REINFORCING STEEL August 2, 2010 9-07.1(1)A Acceptance of Materials The following new paragraph is inserted before the first paragraph: Reinforcing steel rebar manufacturers shal{ comply with the requirements of AASHTO PP 45, "Standard Recommended Procedure for Qualification of Deformed and Plain Steet Bar Producing Millsfl and the National Transportation Product Evaluation Program (NTPEP) Work Plan for Reinforcing Steel (rebar) Manufacturers. Reinforcing steel 1-5 SOUTHBOUND 3207H ST OFF-RAMP CHANNELIZATION 10A067 79 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 rebar manufacturers shall participate in the NTPEP Audit Program for Reinforcing Steel (rebar) Manufacturers and be listed on the NTPEP audit program website displaying that they are NTPEP compfiant. 9-07.5(1) Epoxy Coated Dowel Bars (For Cement Concrete Pavement) This section's title is revised to read: 9-07.5(1) Epoxy Coated Dowel Bars. (For Cement Concrete Pavement Rehabilitation) . The following is inserted after the third sentence of the first paragraph: The Contractor shall fumish a written certification that the number of each batch of coating material used, manufacture, name and address of manufacturer, and coating material meets the requirements of ASTM A 934. SECTIC?N 9-08, PAINTS AND RELATED MATERIALS January 4, 2010 properly identifies the material, quantity represented, date of a statement that the supplied. 9-08.1(2)C Inorganic Zinc Rich Primer In the first paragraph, the reference to "Type II" is revised to read "Type I". 9 Organic Zinc Rich Primer This section is revised to read: Organic zinc rich primer shall be a high performance two-component epoxy conforming to SSPC Paint 20 Type IL SECTION 9-14, EROSION CONTROL AND ROADSIDE PLANTING August 2, 2010 Section 9-14 is deleted in its entirety and replaced with the following: 9-14.1 Soil 9-14.1(1) Topsoil Type A Topsoil Type A shall be as specified in the Special Provisions. 9-14.1(2) Topsoil Type B Topsoil Type B shall be native topsoil taken from within the project limits either from the area where roadway excavation is to be performed or from strippings from borrow, pit, or quarry sites, or from other designated sources. The general limits of the material to be utilized for topsoil will be indicated in the Plans or in the Special Provisions. The Engineer will make the final determination of the areas where the most suitable material exists within these general limits. The Contractor shall reserve this material �for the speci�ed use. Mate�ial for Topsoil Type B shall not be taken from a depth greater than 1 foot from the existing ground unless otherwise designated by the Engineer. In the production of Topsoil Type B, all vegetative matter less than 4 feet in height, shall become a part of the topsoil. Prior to topsoil removal, the Contractor shall reduce the i� SOtJTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 80 � � � � � � � � � � �� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 native vegetation to a height not exceeding 1 foot. Noxious weeds, as designated by authorized State and County officials, shall not be incorporated in the topsoil, and shall be removed and disposed of as designated elsewhere or as approved by the Engineer. 9-14.�1(3) Topsoil Type C Topsoil Type C shall be native topsoil meeting the requirements of Topsoil Type B but obtained from a source provided by the Contractor outside of the Contracting Agency owned right of way. 9-14.2 Seed Grasses, legumes, or cover crop seed of the type specified shall conform to the standards for "Certified" grade seed or better as outlined by the State of Washington Department of Agriculture "Rules for Seed Certification,p latest edition, Seed shall be fumished in standard containers on which shall be shown the following information: 1. Common and botanical names of seed 2. Lot number 3. Net weight 4 Pure live seed All seed vendars must have a business license issued by the Washington State Department of Licensing with a"seed deale�' endorsement. Upon request, the Contractor shall furnish the Engineer wi#h copies of the applicable licenses and endorsements. Upon requsst, the Contractor shall furnish to the Engineer duplicate copies of a statement signed by the vendor certifying that each lot of seed has been tested by a recognized seed testing laboratory within six months before the date of delivery on the project. Seed which has become wet, moldy, or otherwise damaged in transit or storage wiA not be accepted. 9-14.3 Fertilizer Fertilizer shall be a standard commercial grade of organic or inorganic fertilizer of the kind and quality specified. It may be separate or in a mixture containing the percentage of total nitrogen, available phosphoric acid, water-so{uble potash, or sulfur in the amounts specified. All fertilizers shall be furnished in standard unopened containers with weight, name of plant nutrients, and manufacturer's guaranteed statement of analysis clearly marked, all in accordance with State and Federal laws. Fertilizer shall be supplied in one of the following forms: 2 3 4 A dry free-flowing granular fertilizer, suitable for application by agricultural fertilizer spreader. A soluble form that will permit complete suspension of insoluble paficles in water, suitable for application by power sprayer. A homogeneous pellet, suitable for application through a ferti-blast gun. A tablet or other form of controlled release with a minimum of a six month release period. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 $1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 �36 37 38 39 40 41 5 A liquid suitable for appfication by a power sprayer or hydroseeder. 9-14.4 Mulch and Amendments All amendments shall be delivered to the site in the original, unopened containers bearing the manufacturer's guaranteed chemical analysis and name. In lieu of containers, amendments may be fumished in bulk. A manufacturer's certificate of compliance shall accompany each delivery. Compost and other organic amendments shall be accompanied with. all applicable health certificates and permits. 9-14.4(1) Straw Straw shall be in an air dried condition free of noxious weeds, seeds, and other materials detrimental to plant life. Hay is not acceptable. All straw material shall be Certified Weed Free Straw using North American Weed Management Association (NAWMA) standards or the Washington Wilderness Hay and Mulch (WWHAM) program run by the Washington State Noxious Weed Control Board. Information can be found at http://www.nwcb.wa.gov/http://www.nwcb.wa.gov/ In lieu of Certified Weed Free Straw, the Contractor shall provide documentation that the material is steam or heat treated to kill seeds, or shall provide U.S., Washington, or other State's Department of Agriculture laboratory test reports, dated within 90 days prior to the date of application, showing there are no viable seeds in the straw. Straw mulch shall be suitable for spreading with mulch blower equipment. 9-14.4(2) Hydraulically Applied Erosion Control Products (HECPs) All HECPs shall be biodegradable and in a dry condition free of noxious weeds, seeds, chemical printing ink, germination inhibitors, herbicide residue, chlorine bleach, rock, metal, plastic, and other materials detrimental to plant life. Up to 5 percent by weight may be photodegradable material. The HECP shall be suitable for spreading with a hydroseeder. All HECPs shall be fumished premixed by the manufacturer with Type A or Type B Tack�er as specified in 9-14.4{7). Under no circumstances will field mixing of additives or components be acceptable. The Contractor shall provide test results, dated within three years prior to the date of application, from an independent, accredited laboratory, as approved by the Engineer, showing the product meets the following requirements: I-5 SOUTHBOUND 320TN ST OFF-RAMP CHANNELIZATION 10A067 82 � � � � � � � � � �J � � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Pro erties Test Method R ufrernents Acute Toxicity EPA-821-R-02-012 Methods Four replicates are requ�ed with No for Measuring Acute Toxicity af statistically significant redudion in Effluents. Test leachate from survival in 100% leachate for a recommended application rate Daphnid at 48 hours and receiving 2 inches of rainfall Oncorhyr�chus mykiss {rainbow per hour using static test for trout) at 96 hours. NaObserved-Adverse-Effect- Concentration NOEC Solvents EPA 82608 Benzene - < 0.03 mglkg Methylene chioride — < 0.02 mg/kg Naphthalene — < 5 mg/kg Tetrachloroethylene — < 0.05 mglkg Toluene — < 7 mg/kg Trichloroethylene — < U.03 mglkg X nes — < 9 Heavy Metals EPA 6020A Total Metals Antimony —< 4 mg/kg Arsenic — < 6 mg/kg Barium — < 80 mg/kg Boron — < 100 mg/kg Cadmium — < 2 mg/kg Chromium - < 2 mg/kq Capper — < 5 mg/kg Lead — < 5 mg/I�g Mercury - < 2 mg/kg Nickel — < 2 mg/kg Selenium — < 10 mg/kg Strontium — < 30 mglkg Zinc — < 5 Water Holding ASTM D 7367 900 peroent minimum C Git Organlc Matter ASTM D 586 90 percent minimum CoMent Moisture ASTM D 644 15 peroent maximum Content Seed ASTM D 7322 HECP HECP HECP Germination Type 1 Type 2 Type 3 Enhancement 420 400 200 percent percent percent minimum minimum minimum If the HECP contains cotton or straw, the Contractor shall provide documentation that the material has been steam or heat treated to kill seeds, or shall provide U.S., Washington, or other S#ate's Department ofi Agriculture laboratory test reports, dated within 90 days prior to the date of application, showing there are no viable seeds in the mulch. The HECP shall be manufactured in such a manner that when agitated in slurry tanks with water, the fibers will become uniformly suspended, without clumping, to form a homogeneous slurry. When hydraulically applied, the material shall form a strong moisture-holding mat that allows the continuous absorption and infiltration of water. The HECP shall contain a dye to facilitate placement and inspeetion of the material. Dye shall 6e non-toxic to plants, animals, and aquatic life and shall not stain concrete or painted surfaces. i-3 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 83 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 The HECP shall be furnished with a Mate�ial Safety Data Sheet {MSDS) that demonstrates that the product is not harmful to plants, animals, and aquatic life. 9-14.4(2)A HECP Type 1 Mulch HECP Type 1 Mufch shall demonstrate the ability to adhere to the soil and create a blanket-like mass within two hours of application and shall bond with the soil surface to crea,te a cantinuous, porous, absorbent, and flexible erosion resistant blanket that allows for seed germination and plant growth and conforms to the requirements in Table ' HECP Type 1 Mulch Test Requirements. The Contractor shall provide test results documenting the mulch meets the requirements in Table' HECP Type 1 Mulch Test Requirements. Prior to January 1, 2012, the Contractor shall supply independent ASTM D 6459 test results from one of the following testing facilities: National Transportation Product Evaluation Program (NTPEP) Utah State University's Utah Water Research Laboratory Texas Transportation [nstitute San Diego State University's Soil Erosion Research Laboratory TRI Environmental, Inc Effective January 1, 2012, the Contractor shall supply independent tesf results from the National Transpo�tation Product Evaluation Program (NTPEP). Table' HECP T e 1 Mulch Test Pro erties Test Method Perfo�nance in ASTM D 6459 - Test in one Protecting soil type. Soil tested shall be Slopes from sandy loam as defined by the Rainfall- NRCS Soii Tex#ure Triangle Induced Erosion quirements Requirements C Factor = 0.01 maximum using Revised Universal Soil Loss Equation (RUSLE) 9-14.4(2)B HECP Type 2 Mulch Within 48 hours of application, the HECP Type 2 Mulch shall bond with the soil surface to create a continuous, absorbent, flexible erosion resistant blanket that allows for seed germination and plant growth and conform to the requirements in Table 2 HECP Type 2 Mulch Test Requirements. The Contractor shall provide test results documenting the mulch meets the requirements in Table 2 HECP Type 2 Mulch Test Requirements. Prior to January 1, 2012, the Contractor shall supply independent ASTM D 6459 test results from one of the following testing facilities: National Transportatian Product Evaluation Program (NTPEP) Utah State University's Utah Water Research Laboratory Texas Transpo�tation Institute San Diego State University's Soil Erosion Research Laboratory TRI Environmental, Inc I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNEUZATION 10A067 84 � � � �, � � .� � � � � � 33 �. � Eifective Janaary 1, 2012, the Contractor shall supply independent test results from the National Transportation Product Evaluation Program (NTPEP). 1 2 3 5 Table 2 HECP T e 2 Mulch Test Pro erties Test Method PerFormance in ASTM D 6459 - Test in one Protecting soil type. Soil tested shall be Slopes from sandy loam as defined by the Rainfall- NRCS Soil Texture Triangle Induced Erosion Requi�ements C Factor = 0.05 maximum using Revised Universal Soil Loss Equation (RUSLE) 9 HECP Type 3 Mulch The Contractor shall provide test results documenting the mulch meets the requirements in Table 3 HECP Type 3 Mulch Test Requirements. Prior to January 1, 2012, the Contractor shall supply independent ASTM D 6459 test results from one of the following testing facilities: National Transportation Product Evaluation Prograrn (NTPEP) Utah State University's Utah Water Research Laboratory Texas Transportation Institute San Diego State University's Soil Erosion Research Laboratory TRI Environmental, Inc Effective January 1, 2012, the Contractor shall supply independent test results from the National Transportation Product Evaluation Program (NTPEP). 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2a 21 22 23 Table 3 HECP T e 3 Mulch Test R� Pro erties Test Method Performance in ASTM D 6459 - Test in one Protecting Slopes soil type. Soil tested shall be from Rainfall- sandy loam as defined by the Induced Erosion National Resources Conservation Service (NRCS) Soil Texture Trianqle Requiremerrts C Factor = 0.15 maximum using Revised Universal Soil Loss Equation (RUSLE) 9-14.4(3) Bark or Wood Chips Bark or wood chip mulch shall be derived from Douglas fir, pine, or hemlock species. It shall not contain resin, tannin, or other compounds in quantities that would be detrimental to plant life. Sawdust shall not be used as mulch. Bark or wood chips, when tested, shall be according #o WSDOT Test Method T 123 prior to placement and shall meet the following loose volume gradation: Percent Passin Sieve Size Minimum Maximum 2" 95 100 No. 4 0 30 24 25 26 27 28 29 30 31 32 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNEUZATION 10A067 85 2 3 5 6 8 9 10 11 12 13 14 15 16 17 1$ 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3$ 39 40 41 42' 43 9-14.4(4) Wood Strand Mulch Wood strand mulch shall be a blend of angular, ioose, long, thin wood pieces that are frayed, with a high length-to-width ratio and shall be derived from native canifer or deciduous trees. A minimum of 95 percent of the wood strand shall have lengths befinreen 2 and 10 inches. At least .50 percent of the length of each strand shall have a width and thickness befinreen 1/16 and '/z inch. No single strand shall have a width or thickness greater than'/2 inch. The mulch shall not contain salt, preservatives, glue, resin, tannin, or ather compounds in quantities that would be detrimental to plant life. Sawdust or wood chips or shavings will not be acceptable. Products shall be tested according to WSDOT Test Method 125 prior to acceptance. 9-14.4(5) Lime Agriculture lime shall be of standard manufacture, flour grade or in pelletized form meeting the requirements of ASTM C 602. 9-14.4{fi) Gypsum Gypsum shall consist of Calcium Sulfate (CaSO42H2O) in a pelletized or granutar form. 100 percent shall pass through a No. 8 sieve. 9-14.4(7) Tackifier Tackifiers are used as a tie-down for soil, compost, seed, and/or mulch. Tackifier shall contain no growth or germination inhibiting materials, and shall not reduce infiltration rates. Tackifier shall h�rdrate in water and readily blend with other slurry mater.ials and conform to the requirements in Table 4 Tackifier Test Requirements. The Contractor shall provide test results documenting the tackifier meets the requirements in Table 4 Tackifier Test Requirements. Before J�anuary 1, 2012, the Contractor shall supply independent ASTM D 64v9 test results from one of the following testing facilities National Transportation Product Evaluation Program (NTPEP) Utah State University's Utah Water Research Laboratory Texas Transportation Institute San Diego State University's Soil Erosion Research Laboratory TRI Environmental, Inc Effective January 1, 2012, the Contractor st�all supply independent test results from the National Transportation Product Evaluation Program (NTPEP}. Heavy Metals Solvents Acute Toxicity Table 4 Tacki�er Test Re uirements Test Method Re uirements Test at manufacturer's See Table in Section 9- recommended application rate 14.4(2) PerFormance in Modified ASTM D 6459 on C Factor = 0.15 maximum Protecting Slopes 3(H):1(V) slope with 2 inches of using Revised Universal from Rainfall- rainfall evenly distributed over a Soil Loss Equation Induced Erosion period of 100 minutes. Test in (RUSLE) one soil tvpe. Soil tested shall be I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 86 � � � LJ a [ !7 � � � � � � � � � � sandy loam as defined by the National Resources Conservation Senrice (NRCS) Soil Texture Trian le ' A 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 9-14.4(7)A Organic Tackifier Organic tackifier shall be derived from natural plant sources and shall have an MSDS that demonstrates to the satisfaction of the Engineer that the product is not harmful to plants, animals, and aquatic life. 9-14.4(7)B Synthetic Tackifier Synthetic tackifier shall have an MSDS that demonstrates to the satisfaction of the Engineer that the product is not harmful to plants, animals, and aquatic life. 9-14.4(8) Compost Compost products shall be the result of the biological degradation and transforma�ion of plant-derived materials under controlled conditions designed to promote aerobic decomposition. Compost shall be stable with regard to oxygen corisumption and carbon dioxide generation. Compost shall be mature with regard to its suitabifity for serving as a soil amendment or an e�osion control BMP as defineci below. The compost shall have a moisture content that has no visible free water or dust produced when handling the materiaL Compost production and quality shall comply with Chapter 173-350 WAC. 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- B, °Sample Sieving forAggregate Size Classificatian". Fine compost shall meet the following gradation: � Percent Passin Sieve Size Minimum Maximum 2" 100 1" 95 100 5/8° 90 100 1 /4" 75 100 30 31 32 33 Maximum particle length of 6 inches. Medium compost shall meet the following gradation: Percent Passin Sieve Size Minimum Maximum 2" 100 1" 95 100 5/8° 90 100 1 /4° 75 85 � 34 35 � � Maximum particle length of 6 inches. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10AQ87 87 2 3 5 6 7 Medium compost shall have a carbon to nitrogen ratio (C:N) befinreen 18:1 and 30:1. 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. Coarse compost shall meet the following g�adation: , � 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Peresnt Passin Sieve Size Minimum Maximum 3" 100 1" 90 100 3/4" 70 100 1 /4" 40 60 Maximum particle length of 6 inches. 2. The pH shall be beiween 6.0 and 8.5 when tested in accordance with U.S. Composting Council TMECC 04.11-A, "1:5 Slurry pH". 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.} shalf be less than 1.0 percent by weight as determined by U.S. Composting Council TMECC 03.08-A �Classi�cation 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 (LOI)°. 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 8Q percent in accordance with U.S. Composting Council TMECC 05.05-A, "GeRnination and Root Elongation". 7. Stability shall be 7 mg CO2—Gg OM/day or below in accordance with U.S. Composting Council TMECC 05.08-B "Carbon Dioxide Evolution Rate". . 8. The compost product shall originate a minimum of 65 percent by vofume from recycled plant waste as defined in WAC 173-350 as "Type 1 Feedstacks." A maximum of 35 percent by volume of "Type 2 Feedstocks," source-separated food waste, and/or biosolids may be substituted for recycled plant waste. The Contractor shall provide a list of feedstack sources by percentage in the final compost product. 9. The Engineer may 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. Coarse compost shall score a 5 or above on the Solvita� Compost Maturity Test. 9 Compost Submittal Requirements The Contractor shall submit the following information to the Engineer for approval: The Qualified Products List printed page or a Request for Approval of Material(DOT Form 350-071 EF}. � � � � � � � I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 88 � � ' �.. J � ' �� ' ' LJ ' ' ' �� C� C J lJ � C � I � J 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 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). 3. The Contractor shall verify in writing, and provide lab analyses, that the material complies with the processes, testing, and standards specified in WAC 173-350 and these Specifications. An independent Seal of Testing Assurance (STA) Program certified laboratory shall perForm the analysis. 4. A copy af the manufacturer's Seal of Testing Assurance (STA} certification as issued by the U.S. Composting Council. 9-14.4(8)B Compost Acceptance Fourteen days prior to application, the Contractor shall submit a sample of the compost approved for use, and a STA test report dated within 90 calendar days of the application, and the list of feed stocks by volume for each compost type to the Engineer for review. The Contractor shall use only compost that has been tested within 9Q calendar days of application and meets the requirements in Section 9-14.4(8). Compost not canfoRning to the above requirements or taken from a source other than those tested and accepted shall not be used. 9-14.4(9) Vacant 9-14.4(10) Vacant 9-14.5 Erosion Control Devices 9-14.5(1) Polyacrylamide (PAM) Polyacrylamide (PAM) products shall meet ANSI/NSF Standard 60 for drinking water treatment with an AMD content not to exceed 0.05 percent. PAM shall be anionic, linear, and not cross-linked. The minimum average molecular weight shall be greater than 5 mg/mole and minimum 30 percent charge density. The product shall contain at least 80 percent active ingredients and have a moisture content not exceeding 10 percent by weight. PAM shall be deliveFed in a dry granular or powder form. 9-14.5(2) Erosion Control Blanket • Temporary erosion control blanket shall be made of natural plant �bers. The Contractor shall supply independent test results from the National Transportation Product Evaluation Program (NTPEP) meeting the requirements in the following table: Pro erties ASTM Test Method Re uirements Protecting Slopes D 6459 - Test in one soil Maximum C factor of from Rainfall- type. Soil tested shall be 0.15 using Revised Induced Erosion sandy loam as defined Universal Sail Loss by the NRCS Soil Equation (RUSLE) Texture Trian le Dry Weight per Unit D 6475 0.36 Ib/sq. yd. Area minimum Performance in D 6460 Test in one soil 1.0 Ib/s . ft. 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 40A06T 89 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Protecting Earthen type. Soil tested shall be minimum Channels from loam as defined by the � Stormwater- NRCS Soil Texture Induced Erosion Trian le Seed Germination D 7322 200 percent Enhancement minimum Netting, if present, shall be biodegradable with a life span not to exceed one year. Permanent erosion contro! blanket shall meet the following requirements: Pro erties ASTM Test Method Re uirements . UV Stability D 4355 Minimum 80 percent strength retained after 500 hours in a xenon arc device Protecting Slopes D 6459 with 0.12 inch Maximum C factor of 0.15 from Rainfall- average raindrop size.` using Revised Universal Induced Erosion Test in one soil type. Soil Loss Equation Soil tested shall be (RUSLE) loam as defined by the NRCS Soil Texture Trian le '"` Dry Weight per D 6475 0.50 Ib/sq. yd. minimum Unit Area Performance in D 6460 Test in one soil 2.0 Ib/sq. ft. minimum Protecting type. Soil tested shall Earthen Channels be loam as defined by from Stormwater- the NRCS Soil Texture Induced Erosion Trian le*" Seed D 7322 200 percent minimum Germination Enhancement 9 Erosion Control Blanket Approval The Cantractor shall select erosion control bfanket products that bear the Quality and Data Oversight and Review (QDOR) seal from the Erosion Control and Technology Council (ECTC). All materials selected shall be currently listed on the QDOR produ�ts list available at www.ectc.orglqdor 9 Clear Plastic Covering Clear plastic covering shall meet the requirements of ASTM D 4397 for polysthylene sheeting having a minimum thickness of 6 mils. 9-14.5{4� Geotextile-Encased Check Dam The geotextile-encased check dam shall be a urethane foam core encased in geotextile material. The minimum length of the unit shall be 7 feet. The foam core shall be a minimum of 8 inches in height, and have a minimum base width of 16 inches. The geatextile material shall overhang the foam by at least 6 inches at each end, and shall have apron type flaps that extend a minimum of 24 inches on I-5 30UTHBOUND 32aTH ST OFF-RAMP CHANNELIZATION 10A067 90 � u �J �� ' , J ' � ' � � LJ � � �I �,�� � , � , , ' ' LJ �J , ' � u C_J � , � ' 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 each side of the check dam. The geotextile material shall meet the requirements in Section 9-33. 9-14.5(5) Wattles Wattles shali consist of cylinders of biodegradable plant material such as weed-free straw, coir, compost, wood chips, excelsior, or wood fiber or shavings encased within biodegradable netting. Wattles shall be a minimum of 5 inches in diameter. Netting material shall be clean, evenly woven, and free of encrusted concrete ar other contaminating materials such as preservatives. Netting material shall be free from cuts, tears, or weak places and shall have a minimum lifespan of 6 months. Compost filler shall be coarse compost and shall meet the material requirements as specified in Section 9-14.4(8). If wood chips are used they shall meet the material requirements as speci�ed in Section 9-14.4{3). If wood shavings are used, 80 percent of the fibers shall have a minimum length of 6 inches befinreen 0.030 and 0.50 inches wide, and between 0.017 and 0.13 inches thick. � Wood stakes for wattles shall be made from untreated Douglas fir, hemlock, .or pine species. Wood stakes shall be 2 inch by 2 inch nominal dimension and 36 inches in length. 9-14.5(6j Compost Socks Compost socks shall consist of extra heavy weight biodegradable fabric, with a minimum strand thickness of 5 mils. The fabric shall be filled with Coarse Compost. Compost socks shall be at least 8 inches in diameter. The fabric shall be clean, evenly woven, and free of encrusted concrete or other contaminating materials and shall be free from cuts, tears, broken or missing yarns, and be free of thin, open, or weak areas and shall be free of any type of preservative. Coarse compost filler shall meet the material requirements as specified in Sectian 9- 14.4(8). Wood stakes for compost socks shall be made from untreated Douglas fir� hemlock, or pine species. Wood stakes shall be 2 inch by 2 inch nominal dimension and 36 inches in length, � 9 Coir Log Coir logs shall be made of 100 percent durable coconut (coir) fiber uniformly compacted within woven netting made of bristle coir finrine with minimum strength of 8Q Ibs tensile strength. The netting shall have nominal 2 inch by 2 inch openings. Log segments shall have a maximum length of 20 feet, with a minimum diameter as shown in the Plans. Logs shall have a minimum density of 7 Ibs/cf. Stakes shall be untreated Douglas �r, hemlock, or pine species. Wood stakes shall have a notch to secure the rope ties. Rope ties shall be of 1/4 inch diameter commercially available hemp rope. 9-14.5(8) High Visibility Fencing High visibility fence shall be UV stabilized, orange, high-density polyethylene or polypropylene mesh, and shall be at least 4-feet in height. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 91 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 5Q 51 52 Support posts shall be wood or steel in accordance with Standard Plan I-10.10-00. The posts shall have sufficient strength and durability to support the fence through the life of the project. 9-14.6 Plant Materials 9-14.6(1 } Description Bareroot plants are grown in the ground and harvested without soil or growing medium around their roots. � Container plants are grown in pots or flats that prevent root growth beyond the sides and bottom of the container. Balled and burlapped plants are grown in the ground and harvested with soil around a core of undisturbed roots. This rootball is wrapped in burlap and tied or placed in a wire basket or other supportive structure. Cuttings are live plant material without a previously developed root system. Source plants for cuttings shall be dormant when cuttings are taken and all cuts shall be made with a sharp instrument. Cuttings may be collected. If cuttings are collected, the requirement to be nursery grown or held in nursery conditions does not apply. Written permission shall be obtained from property owners and provided to the Engineer before cuttings are collected. The Contractor shall collect cuttings in accordance with applicable sensitive area ordinances. Cuttings shall meet the following requirements: A. Live branch cuttings shall have flexible top growth with terminal buds and may have side branches. The rooting end shall be cut at an approximate 45 degree angle. B. Live stake cuttings shall have a straight top cut immediately above a bud. The lower, rooting end shall be cut at an approximate 45 degree angle. Live stakes are cut from one to two year old wood. Live stake cuttings shall be cut and installed with the bark intact with no branches or stems attached, and be'/ to 1'/2 inch in diameter. C. Live pole cuttings shall have a minimum 2 inch diameter and no more than ' three branches which shall be pruned back to the first bud from the main stem. Rhizomes shall be a prostrate or subterranean stem, usually rooting at the nodes and becoming erect at the apex. Rhizomes shall have a minimum of finro growth points. Tubers shall be a thickened and short subteRanean branch having numerous buds or eyes. 9-14.6(2) Quality At the time of delivery all plant material furnished shall meet the grades established by the latest edition of the American Standard for Nursery Stock, (ASNS) ANSI Z60.1 and shall conform to the size and acceptable conditions as listed in the Contract, and shall be free of all foreign plant material. All plant material shall comply with,State and Federal laws with respect to inspection for plant diseases and insect infestation. i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 92 lJ ' � , ' � , I '� ' � , , ' , � � � ' � � ' � ' LJ C 1 2 3 4 5 6 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 48 49 50 51 All plant material shall be purchased from a nursery licensed to sell plants in Washington State. Live woody or herbaceous plant material, except cuttings, rhizomes, and tubers, shall be vigorous, well formed, with well developed fibrous root systems, fnee from dead branches, and from damage caused by an absence or an excess of heat or moisture, insects, disease, mechanical or other causes detrimental to good plant development. Evergreen plants shall be well foliated and of good color. Deciduous trees that have solitary'leaders shall have only the lateral branches thinned by pruning. All conifer trees shall have only one leader (growing apex) and one terminal bud; and shalt not be sheared or shaped. Trees having a damaged or missing leader, multiple leaders, or Y crotches shall be rejected. Root balls of plant materials shall be solidly held together by a fibraus root system and shall be composed only of the soil in which the plant has been actually growing. Balled and burlapped rootbalis shall be securely wrapped with jute burlap or other packing material not injurious to the plant life. Root balls shall be free of weed or foreign plant growth. Plant materials shall be nursery grown stock. Plant material, with the exception of cuttings, gathered from native stands shall be held under nursery conditions for a minimum of one full growing season, shall be free of all foreign plant material, and meet all of the' requirements of these Specifications, the Plans, and the Special Provisions. Container grown plants shall be plants transplanted into a container and grown in that container sufficiently long for new fibrous roots to have developed so that the root mass wil! retain its shape and hold together when removed from the container, without having roots that circle the pot. Plant material which is root bound, as determined by the Engineer, shall be rejected. Container plants shall be free of weed or foreign plant growth. Container sizes for plant material of a larger grade than provided for in the container grown Specifications of the ASNS shall be determined by the volume of the root ball specified in the ASNS for fhe same size plant materiaL All bare root plant materials shall have a heavy fbrous root system and be darmant at the time of planting. Average height to spread praportions and branching shall be in accordance with the applicable sections, illustrafions, and accompanying notes of the ASNS. Plants specified or ident�ed as "Street Tree Grade° shall be trees with straight trunks, full and symmetrical branching, central leader, and be developed, grown, and propagated with a full branching crown. A°Street Tree Grade° designation requires the highest grade of nursery shade ar omamental tree production which shall be supplied. Street trees with improperly pruned, broken, or damaged branches, trunk, or root structure shall be rejected. In all cases, whether supplied balled and burlapped or in a container, the root crown (top of root structure) of the tree shall be at the top of the �nish soil level. Trees supplied and delivered in a nursery fabric bag will not be accepted. 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A087 93 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Plants which have been determined by the Engineer to have sufFered damage for the ' following reasons will be rejected: 1 �a Girdling of the roots, stem, or a major branch. Deformities of the stem or major branches. 3. Lack of symmetry. 4. Dead or defoliated tops or branches. 5. Defects, injury, and condition which renders the plant unsuitable for its intended use. Plants that are grafted shall have roots of the same genus as the specified plant. 9-14.6(3) Handling and Shipping Handling and shipping shall be done in a manner that is not detrimental to the plants. The nursery shall furnish a notice of shipment in tripficate at the time of shipment of each truck load or other lot of plant material. The original copy shali be delivered to the Project Engineer, the duplicate to the consignee and the triplicate shall accompany the shipment to be fumished to the Inspector at the job site. The notice shall contain the following information: 1. Name of shipper. 2. Date of shipment. 3. Name of commodity. (Including all names as specified in the Contract.) 4. Consignee and delivery point. 5. State Contract number. 6. Point from which shipped. � Q 0 Quantity contained. Size. (Height, runner length, caliper, etc. as required.) Signature of shipper by authorized representative. To acclimate plant materials to Northwest conditions, all plant materials used on a project shaW be grown continuously outdoors north of the 42nd Latitude (Oregon- California border) from not later than August 1 of the year prior to the time of planting. All container grown plants shall be handled by the container. All balled and burlapped plants shall be handled by the ball. Plant material shall be packed for shipment in accordance with prevailing practice for the type of plant being shipped, and shall be protected at all times against drying, sun, 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A067 � , � � �J C_ C � , ' LJ L_.J � � ' LJ C J � ' ' CJ 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 48 49 50 51 52 wind, heat, freezing, and similar detrimental conditions both during shipment and during related handling. Where necessary, plant material shall be temporarily heeled in. When transported in closed vehicles, plants shall receive adequate ventilation to prevent sweating. When transported in open vehicles, plants shall be protected by tarpaulins or other suitable cover materiaL 9-14.6(4) Tagging Plants delivered as a single unit of.25 or less of the same size, species, and variety, shall be clearly marked and tagged. Plants delivered in large quantities af more than 25 shall be segregated as to variety, grade, and size; and one plant in each 25, or fractian thereof, of each variety, grade, and size sha11 be tagged. 9-14.6(5) Inspection The Contracting Agency will make an inspection of plant material at the source when requested by the Engineer. However, such preliminary approval shall not be considered as final acceptance for payment. Final inspection and approval (or rejection) will only occur when the plant material has been delivered to the Project site. The Contractor shall notify the Engineer, not less than 48 hours in advance, of plant material delivery to the project. 9-14.6{6) Substitution of Plants No substitution of plant material, species or variety, will be permitted unless evidence is submitted in writing to the Engineer that a specified plant cannot be obtained and has been unobtainable since the Award of the Contract. If substitution is permitted, it can be made only with written approval by the Engineer. The nearest variety, size, and grade, as approved by the Engineer, shall then be fumished. . . Container or balled and burlapped plant material may be substituted for bare root plant material. Container grown plant material may be substituted for balled and burlapped plant materials. When substitution is allowed; use current ASNS standards to determine the correct rootball volume (container or balled and burlapped) of the substituted material that corresponds to that of the specified material. These substitutions shall be approved by the Engineer and be at no cost to the Contracting Agency. 9-14.6(7) Temporary Storage Plants stored under temporary conditions prior to installation shall be the responsibility of the Contractor. Plants stored on the project shall be protected at all times from extreme weather conditions by insulating the roots, root balls or containers with sawdust, soil, compost, bark or wood chips, or other approved material and shall be kept moist at atl times prior to planting. Cuttings shall continually be shaded and protected from wind. Cuttings shall be protected from drying at all times and shall be heeled into moist soil or other insula#ing material or placed in water if not installed within eight hours of cutting. Cuttings to be stored for later installation shall be bundled, laid horizontally, and completely buried under 6 inches of water, moist soil or placed in cold storage at a temperature of 34°F and 90 percent humidity. Cuttings that are not planted within 24 hours of cutting shall be soaked in water for 24 hours prior to planting. Cuttings taken when the temperature is higher than 50°F shaH not be stored for later use. Cuttings that already have developed roots shall not be used. I-S SOUTHBOUND 320TH ST OFF-RAMP CHANNEi.IZATION 10A067 95 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 9-14.6(8) Sod The available grass mixtures on the current market shall be submitted to the Engineer for selection and approval. The sod shall be field grown one calendar year or oider, have a well developed root structure, and be free of all weeds, disease, and insect damage. P�or to cutting, the sod shall be green, in an active and vigorous state of growth, and mawed to a height not exceeding 1 inch. The sod shal{ be cut with a minimum of 1 inch of soil adhering. 9 Stakes, Guys, and Wrapping Stakes shall be installed as shown in the Plans. Commercial plant ties may be used in lieu of hose and wire guying upon approval of the Engineer. The minimum size of wire used for guying shall be 12 gauge, soft drawn. Hose for guying shall be nylon, rubber, or reinforced plastic and shall have an inside diameter of at least 1 inch. Tree wrap shall be a crinkled waterproof paper weighing not less than 4.0 pounds per 100 square feet and shall be made up of two sheets cemented together with asphalt. SECTION 9-15, IRRIGATI4N SYSTEM January 4, 2010 The first paragraph is supplemented with the following: When the water supply for the irrigation system is ftom a non-potable source, irrigation components shall have lavender indicators supplied by the equipment manufacturer. 9-15.3 Automatic Controllers This section is revised to read: The automatic controller shall be an electronic timing device for automatically opening and closing control valves for predetermined periods of time. The automatic controller shall be enclosed in a weatherproof, painted, metal housing fabricated from 16 gauge sheet aluminum alloy 6061-T6 or 16 gauge sheet steel or unpainted, non-rusting industrial grade stainless steel. The pedestal shall have a completely removable locking faceplate to allow easy access to wiring. The automatic controller housing shall have hasp and lock or locking device. All locks or locking devices shall be master keyed and three sets of keys provided to the Engineer. The controller shall be compatible with and capable of operating the iRigation system as designed and constructed and shall include the following operating features: 1. Each controller station shall be adjustable for setting to remain open for any desired period of time, from five minutes or less to at least 99 minutes. 2. Adjustments shall be provided whereby any number of days may be omitted and whereby any one or more positions on the controller can be skipped. I-5 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 96 ' ( J � � � � � LJ ' � � C J , ' � ' � , � ' 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 When adjustments are made, they shall continue automatically within a 14day cycle until the operator desires to make new adjustments. 3. Controls shal! allow any position to be operated manually, both on or off, whenever desired, without disrupting the 14 day cycle. 4. Controls shall provide for resetting the start of the irrigation cycle at any time and advancing from one position to another. 5. Controllers shall contain a power on-off switch and fuse assembly. 6. Output shall be 24 volt AC with battery back up for memory retention of the 14 day cycle. 7. Both normally-open or normally-closed rain sensor compatibility. 9-15.4 Irrigation Heads This section is supplemented with the following new paragraph: All instructions, special wrenches, clamps, tools, and equipment supplied by the manufacturer necessary for the installation and maintenance of the irrigation heads shall be tumed over to the Engineer upon completion and acceptance of the project. 9-15.5 Valve Boxes and Protective Sleeves This section including title is revised to read: 9-15.5 Valve Boxes Valve boxes shall conform to the Plans and be extendible to obtain the depth required. All manual drain valves and manual control valves shall be installed in valve box with a vandal resistant lid as shown in the Plans. 9-15.7(1) Manual Gontrol Valves The third and fourth sentences are revised to read: The Contractor shall furnish three suitab{e operating keys. Valves shall have removable bonnet and stem assemblies with adjustable packing glands and shall house long acme threaded stems to ensure full opening and closing. 9-15.7(2) Automatic Control Valves In the second paragraph, the first and second sentences are revised to read: Valves shall be of a normally ctosed design and shall be operated by an elsctronic solenoid having a maximum rating of 6.5 watts utifizing 24 volt AC power. Electronic solenoids shall have a stainless steel plunger and be directly attached to the vatve bonnets or body with all control parts fully encapsulated. In the fifth sentence of the second paragraph, "electric" is revised to read "electrical". 9 Automatic Control Valves With Pressure Regulator This section is revised to read: Automatic control valves with pressure regulators shall be similar to automatic control valves described in Section 9-15.7{2) and shall reduce the inlet pressure to a constant pressure regardless of supply fluctuations. The regulator must be fully adjustable. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 97 2 3 5 6 7 8 9 , 10 11 12 13 14 15 16 17 18 19 20 21 22 23 ' 24 25 26 27 � 28 29 30 31 32 ' 33 34 35 36 � 37 38 39 40 41 42 � 43 � 44 46 , 47 48 49 50 9-95.8 Quick Coupling Equipment In the first paragraph, the first and second sentences are revised to read: Quick coupler valves shall have a service rating of not less than 125-psi for non-shock cold water. The body of the valves shall be of cast Copper Alloy No. C84400 Leaded Semi-Red Brass conforming to ASTM B 584. In the fifth sentence of the first paragraph, "will" is revised to read "shaA". 9-15.9 Drain Valves This section is revised to read: Drain valves may be a'/z-inch or %-inch PVC or metal gate valve manufactured for irrigation systems. Valves shall be designed for underground installation with suitable cross wheel for operation with a standard key, and shall have a service rating of not less than 150-psi non-shock cold water. The Contractor shall furnish three standard operating keys per Contract. Drain valves shall be installed in a valve box wi#h a vandal resisfant lid as, shown in the Plans. Drain valves on potable water systems shall only be allowed on the downstream side of approved cross connection control devices. � 9-15.10 Hose Bibs The first sentence is revised to read: Hose bibs , shall be angle type, constructed of bronze or brass, threaded to accommodate a 3 /-inch hose connection, and shall be key operated. 9-16.11 Cross Connection Control Devices This section is revised to read: Atmospheric vacuum breaker assemblies {AVBAs), pressure vacuum breaker assemblies (PVBAs), double check valve assemblies (DCVAs), and reduced pressure backflow devices (RPBDs), shall be of a manufacturer and product model approved for use by the Washington State Department of Health, Olympia, Washington or a Department of Health certified agency. " . 9-15.12 Check Valves The last sentence is revised to read: Valves shall have angled seats, Buna-N seals and threaded connections, and shall be installed in 8-inch round plastic valve boxes with vandal resistant lids. 9-15.14 Three-Way Valves The last sentence is revised to read: When handles are included as an integral part of the valves, the Contractor shall remove the handles and give them to the Engineer for ultimate distribution to the Maintenance Division. ' ' �J � � �� ' ' � .J I � � ' � ' ,� � 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 98 � ' I � ! _J , ' � , lJ � � � � � ' ' � � � ' � 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 9 Flow Control Valves The third sentence is revised to read: Valves shall be factory set to the flows as shown in the Plans. 9-15.17 Electrical Wire and Splices This section is revised to read: Electrical wire used between the automatic controller and automatic control valves shall be solid or stranded copper, minimum size AWG 14. Insulation shall be Type USE Chemically Cross Linked Polyethylene or Type UF, and shall be listed by a National recognized Testing Laboratory. Each conductor shall be color coded and marked at each end and at all splices with zone or station number identification. Low voltage splices shall be made with a direct bury splice kit using a twist-on wire connector and inserted in a waterproof polypropylene tube filled with a silicone electrical insulating gel, or heat shrinkable insulating tubing. Heat shrinking insulating tubing shall consist of a mastic lined heavy wall polyolefin cable sleeve. 9-95.18 Detectable Marking Tape The first paragraph is revised to read: Detectable marking tape shall consist of inert polyethylene plastic that is impervious to all known alkalis, acids, chemical reagents, and solvents likely to be encountered in the soil, with a metallic foil core to provide for the most positive detection and pipeline location. In the second paragraph, the first and second sentences are revised to read: The tape shall be color coded and shall be imprinted continuously over its entire length in permanent black ink indicating the type of line buried below and shall also have the word "Caution" prominently shown. � The last paragraph is revised to read: The width of the tape shall be as recommended by the manufacturer based on depth of installation. SECTION 9-16, FENCE AND GUARDRAIL August 2, 2010 9-16.3(2) Posts and Blocks This section in its entirety is revised to read: Posts and blocks may be of creosote, pentachlorophenol, waterborne chromate copper arsenate (CCA), ammoniacal copper arsenate (ACA), or ammoniacal copper zinc arsenate (ACZA), treated timber or galvanized steel (galvanized steel posts only —na blocks). Blocks made from altemate materials that meet the NCHRP Report 350 or MASH criteria may be used in accordance with the manufacturer's recommendatians. Wood posts and blocks may be surface four sides (S4S) or rough sawn. Posts and blocks shal! be of the size, length and type as shown in the Plans and meet #he requirements of the below Specifications. 1-5 SOUTHBOUND 320TH 3T OFF-RAMP CHANNELIZATION 10A06T 99 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Timber posts and blocks shall conform to the grade specifed in Section 9-09.2. Timber posts and blocks shall be fabricated as specified in the Plans before being treated. Timber posts and blocks shall be treated by the empty cell process to provide a minimum retention, depending on the treatment used, according to the following: Creosote oil 10.0 Ibs. pcf Pentachlorophenol 0.50 Ibs. pcf ACA. 0.50 Ibs. pcf ACZA 0.50 Ibs. pcf CCA 0.50 Ibs pcf Treatment shall be in accordance with Section 9-09.3. Galvanized steel posts, and base plates, where used, shall conform to either ASTM A36 or ASTM A992, and shall be galvanized in accordance with AASHTO M 111. Welding shall conform to Section 6-03.3(25). All fabrication shall be completed prior to galvanizing. Steel posts for weathering steel beam guardrail shall be in accordance with one of the following finro methods: Galvanized Powder Coated Steel Posts: These posts shall conform to ASTM A36 or ASTM A992 and galvanized in accordance with AASHTO M 111. Powder Coating Galvanized Surfaces done in accordance with Sections: 6- 07.3(11)B, 9-08.2. and 9-08.1(8). Only the top thirty inches on any post length shall be powder coated. 2. Galvanized Weathering Steel Posts: These posts shall conform to ASTM A588 steel and be galvanized in accordance with AASHTO M 111. Thicly inches, on any post length, shall not be galvanized for exposure above ground. SECTION 9-17, FLEXIBL� GUIDE POSTS January 3, 2011 9-17.4 Pre-approval Item number 3 in the first paragraph is revised to read: 3. In lieu of State Materials Laboratory testing, the Lab will accept the results of pre- approved testing performed by the National Transportation Product Evaluation Program (NTPEP), the manufacturer or other agencies under the following � conditions: a. The State Materials Laboratory is informed of the pre-approval testing sufficiently in advance in order to attend and observe. Attendance will be at the discretion of the Materials Laboratory. b. The results of the testing shall be reported in sufficient detail to enable the State Materials Laboratory to evafuate compliance with these Specifications. i� 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 100 �J , � ' � � i � � �J � � LJ ' � ' � � �l � J 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 5 46 47 SECTION 9-22, MONUMENT CASES January 4, 2010 9-22.1 Monument Cases, Covers, and Risers In the first sentence, "Class 30B" is revised to read "Class 35B". SECTION 9-23, CONCRETE CURING MATERIALS AND ADMIXTURES January 3, 2011 9-23.1 Sheet Materials for Curing Concrete In the first paragraph, "AASHTO M 171" is revised to read °ASTM C 171". 9-23.2 Liquid Membrane Forming Concrete Curing Compounds The first paragraph is revised to read: Liquid membrane-forming compounds for curing concrete shall conform to the requirements of ASTM C 309 Type 1 or 2, Class A or B, except that the water retention when tested in accordance with WSDOT Test Method 814 shall be 2.50 grams for all applications. Section 9-23 is supplemented with the following new sub-sections: 9-23.12 Metakaolin � Metakaolin shall conform to the requirements of AASHTO M 295 Class N including optional chemical requirements as set forth in Table 2 and with a further limitation that the loss on ignition shall be a maximum of 1.5 percent. 9 Blended Supplementary Cementitious Material Blended Supplementary Cementitious Material {SCM} shall meet the requirements of ASTM C1697. Blended SCMs shall be limited to binary or temary blends of fly ash, ground granulated blast furnace slag, microsilica fume, and metakaolin. Fly ash shall meet the requirements of Section 9-23.9. Ground granulated blast fumace slag shall meet the requirements of Section 9-23.10. Microsilica fume shall meet the requirements of Section 9-23.11. Metakaolin shaU meet the requirements of Section 9-23.12. The individual SCMs composing the blended SCM shall be individually listed on the WSDOT QPL. � SECTION 9-29, ILLUMINATION, SIGNAL, ELECTRICAL January 3, 2011 In this division, all references to "hot-dippec!" are revised to read "hot-dip". In this division, Section "9-29.1(4)B" is revised to read "9-29.1(4)Cn. 9-29.1(4) Non-Metallic Conduit This section is supplemented with the following new sub-section: 9-29.1(4)B Expansion Fittings � Expansion fittings for use with PVC shall alfow for 4-inches of movement minimum (2- inches in each direction). Expansion frttings for PVC conduit shall be PVC and have 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 101 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1$ 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 threaded terminal adaptor or coupling end and shail meet the requirements listed in Section 9-29.1(4)A. 9-29.2{1)A Standard Duty Junction Boxes The first paragraph below the title "Concrete Junction Boxes" is supplemented with the following: All Standard Duty Concrete 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. The second sentence in the second paragraph below the title "Concrete Junation Boxes" is revised to read: The frame shall be anchored to the box by welding headed studs 9 / inch X 3 inches long, as specified in Section 9-06.15, to the frame. The first sentence in the second paragraph below the title "Non-Concrete Junation Boxes" is revised to read: Type 1, 2, and 8 non-concrete junction boxes shall have a Design Load of 22,500 lbs. and shall be tested in accordance with 9-29.2(1)C. !n the second paragraph below the tit(e "Non-Concrete Junction Boxes°, "hex-head" is revised to read "penta-head°. 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes The second sentence in the second paragraph is revised to read: The frame shall be anchored to the vault/box by welding headed studs 3/8 inch X 3 inches long, as specified in Section 9-06.15, to the frame. This section is supplemented with the following new paragraph: All Standard Duty Cable Vaults and Pull Boxes placed in sidewalks, walkways and shared use paths shall have slip resistant surFaces. The Standard Duty Cable Vaults and Pull Boxes steel frame, lid support and lid shall be hot-dip galvanized. 9-29.3(2)B Multi-Conductor Cable This section is revised to read: Two-conductor through 10-conductor unshielded signal control cable shall have stranded copper conductor and shall conform to International Municipal Signal Association (IMSA) signal cable Specification 20-1. 9-29.3(2)E Two-Conductor Shielded This section is revised to read: Two eonductor shielded (2CS) cable shali have stranded 14 AWG (minimum) conductors and shall conform to IMSA Specification No. 50-2. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 102 � , ;I � C ' � ' � � ' LJ � � � ' � , � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 48 49 50 51 9 Z9.3(2jF Detector Loop Wire This section is revised to read: Detector loop wire shali be 12 or 14 AWG stranded copper wire, IMSA 51-3. 9-29.3(2)G Four-Conductor Shielded Cable The first sentence is revised to read: Four-conductor shielded cable (4CS) shall consist of a cable with four stranded 18 AWG conductors with polypropylene insulation, an aluminized polyester shield, water-blocking material in the cable interstices, and a 26-mil minimum outer jacket of poiyethylene. 9 Messenger Cable, Fittings This section is supplemented with the following: Messenger cable shall be g/�inch, 7-wire strand messenger cablss conforming to ASTM A 475, extra-high-strength grade, 15,400 pounds minimum breaking strength, Class A galvanized Strain insulators shall be wet process, porcelain, conforming to EEI-NEMA Class 542 standards for 12,000 pound ultimate strength. Down guy assembly shall consist of an eight-way steel expanding anchor, having a minimum area of 300 square inches, made of pressed steel, coated with asphalt or similar preservative, and fitted with a 3 /-inch minimum guy eye anchor rod 8-feet long. As an altemate to expanding anchors, screw type anchors with two 8-inch helix, 3'/�- inch-pitch, 1-inch by 7 foot guy anchor rod, and rated for 7,000 pound maximum torque may be installed. All pole hardware, bolts, plate rods, hangers, clips, wire guards, and pole bands shall be hot-dipped galvanized in conformance with the requirements of AASHTO M 232. 9 Foundation Hardware The �irst paragraph is revised to read: Anchor bolts for Type PPB, PS, I, FB, and RM signal standards shall canform to the requirements of ASTM F1554, grade 55. Nuts shall meet the requirements of AASHTO M 291, grade A. Washers shall meet the requirements of ASTM F 844 orASTM F 436. 9-29.7 Luminaire Fusing and Electrical Connections at Light Standard Bases, Cantilever Bases and Sign Bridge Bases The content of this section is revised and moved to the following new sub-sections: 9-29.7(1) Unfused Quick-Disconnect Unfused quick-disconnect connector kits shall conform to the following requirements: 1. The copper pin and copper receptacle shall be a crimped type of connection or a stainless steel set screw and lug connection to the cable. The receptacle shall establish contact pressure with the pin through the use of a tinned copper or copper beryllium sleeve spring and shall be equipped with a disposable mounting pin. The receptacle shall be fully annealed. Both the copper pin and 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A067 103 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 receptacle shall have a centrally located recessed locking area adapted to be complementarily filled and retained by the rubber housing. 2. The plug and receptacle housing shall be made of water resistant synthetic rubber which is capable of burial in the ground or installafiion in sunlight. Each housing shal! provide a section to form a water-seal around the cable, have an interior anangement to suitably and complementarily receive and retain the copper pin or receptacle, and a section to provide a water-seal between the two housings at the point of disconnection. 3. The kit shall provide waterproof in-line connector protection with three cutoff sections on both the line and load side to accommodate various wire sizes. All connections shall be as described in item "1" above. Upon disconnect, the connector shall remain in the load side of the kit. 9-29.7(2) Fused Quick-Disconnect Fused quick-disconnect kits shall provide waterproof in-line fuse protection. The kit shall provide three cutoff sections on both lines and load side to accommodate various wire sizes. All connections shall be as described in item "1" above. Upon disconnect, the fuse shall remain in the load side of the kit. Fuses furnished for all lighting circuits shall be capable of handling the operating voltage of the circuit involved and shall have the follawing characteristics: 1. Fuses shall be capable of inde�nitely supporting 110 percent of the rated load. 2. Fuses shall be capable of supporting 135 percent of the rated load for approxirnately 1 hour. 3. A load of 200 percent of rated load shall effectively cause instantaneous blowing of the fuse. 4. Fuses shall be rated as listed below and shall be sized to fit the fuse containers furnished on this project, according to the manufacturer's recommendations therefore. 5. Fuses shall be listed by a nationally recognized testing laboratory. Luminaire Service Volta e Site 480V 240V 120V 1,OOQW 10A 15A 30A 750W 5A 10A 20A 700W 5A 10A 20A 40QW 5A 10A 15A 310W 5A 5A 10A 250W 5A 5A 10A 200W 4R 5A 10A 175W 4A 5A 10A 150W 3A 4A 5A . 100W 2A 3A 4A 70W 2A 2A 2A I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELI7ATION 10A087 104 [_� ' LJ l_.J � � r .J � l� � � LJ L.J L _J IJ ' �� � � � , � � i L� � � � � � � 1 � � ' u � ' 2 3 4 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 5 46 48 49 50 50W 2A 2A 2A 9-29.9 Ballast, Transformers This sections content is deleted and replaced with: Heat-generatir�g components shall be mounted to use the portion of the luminaire upon which they are maunted as a heat sink. Capacitors shall be located as far as practicable from heat-generating components or shall be thermally shielded to limit the fixture temperature to 160°F. Transformers and inductors shall be resin-impregnated for protection against moisture. Capacitors, except those in starting aids, shall be metal cased and hermetically sealed. No capacitor, transformer, or other device shall employ the class of campounds identified as poiychlorinated biphenyls (PCB) as dielectric, coolants, or for any other purpose. This section is supplemented with the following new sub-sec#ions: 9-29.9(9 ) Ballast Each ballast shall have a name plate attached permanently to the case listing all electrical data. A Manufacturer's Certificate of Campliance in accordance with Section 1-06.3 meeting the manufacturers and these Specification requirements, shall be submi#ted by the Contractor with each type of luminaire ballast. Ballasts shall be designed for continuous operation at ambient air temperatures from 20°F without reducfion in ballast life. Ballasts shall have a design life of not less than 100,000 hours. Ballasts shall be designed to operate for at least 180 cycles of 12 hours on and 12 f�ours off, with the lamp circuit in an open or short-circuited condition and without measurable reduction in the operating requirements. All ballasts shall be high power factor (90%). Ballasts shall be tested in accordance with the requirements of cunent ANSI C 82.6, Methods of Measurement of High-Intensity-Discharge Lamp Ballasts. Starting aids for ballasts of a given lamp wattage shall be interchangeable between ballasts of the same wattage and manufacturer without adjustment. Ballast assemblies shall cflnsist of separate components, each of which shall be capable of being easily replaced. A starting aid will be considered as a single component. Each component shall be provided with screw terminals, NEMA tab connectors or a single multi-circuit connector. All conductor terminals shall be identified as to the component terminal to which they connect. Ballasts for high-pressure sodium lamps shall have a ballast characteristic cunre which will intersect both of the lamp-voltage limit lines between the wattage limit lines and remain between the wattage limit lines throughout the ful! range of lamp voltage: This requirement shall be met not only at the rated input voltage of the ballast, but also the lowest and highest input voltage for which the ballast is rated. Throughout the lifetime of 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 10S 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 the lamp the ballast curve shail fail within the specified limits of lamp voltage and wattage. All luminaires ballasts shall be located within the luminaire housing. The only exception shall be ballasts to be mounted on lowering assemblies and shall be external to, and attached to the fixture assembly. Ballast Characteristics for High Pressure Sodium (HPS) and Metal Halide (MH) Sources shall be: Source Line Volt. Lamp Ballast Type Input Lamp Wattage Voltage Wattage Variation Variation HPS any 70 400 Mag. Reg. Lag 10% 18% HPS any 750 1000 uto Reg. Lead 10% 30% CWA MH any 175 400 Mag. Reg. Lag 10% 18%. MH any 1000 uto Reg. Lead 10% 30% CWA 9-29.9(2) Transformers The transformers to be fumished shall be indoor/outdoor dry type transformers rated as shown in the Plans. The transformer coils,. buss bar, and all connections shall be copper. Transformers, 7.5 KVA and larger shall be supplied with finro full capacity taps, one at 5% and one at 10% below the normal full capacity. 9-29.10 Luminaires This section is revised to read: All luminaires shall have their components secured to the luminaire frame with ANSI, 300 series chrome-nickel grade stainless steel, zinc dichromate coated steel or ceramic coated steel hardware. The fuminaire slip-fitter bolts shall be either stainless steel, hot- dip galvanized steel, zinc dichromate coated steel, or ceramic coated steel. All intemal luminaire assemblies shall be assembled on or fabricated from either stainless steel or galvanized steet. The housing, complete with integral ballast, shall be weathertight. The temperature rating of all wiring intemal to the luminaire housing, excluding the pole and bracket cable, shall equal or exceed 200°F . All luminaires shall be provided with markers for positive identification of light source type and wattage. Markers shall be 3-inches square with Gothic bold, black 2-inch legend on colored background. Background color shall be gald for high pressure sadium, and red for metal halide light sources. Legends shall be sealed with transparent film resistant to dust, weather, and ultraviolet exposure. Legends shall correspond to the following code: Lam Watta e Le end i-s SOUTHBOUND 320TH 3T OFF-RAMP CHANNELIZATION 10A067 108 � � � � , � � � u � � � � � � � �� � C J � � i � � � LJ � �_ � � � � � �_� � 1 2 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 70 7 100 10 150 15 175 17 200 20 250 25 310 31 400 40 700 70 750 75 1,000 XI 9-29.10(1} Cobra Head Luminaires This sections content including title is revised to read: 9 Conventional Roadway Luminaires A. Conventional highway luminaires shall be IES Type III medium distribution ctat off cobra head configuration with horizontal lamp, ra#ed at 24,000 hours minimum. B. The ballast shall be mounted on a separate exterior door, which shail be hinged to the luminaire and secured in the closed position #o the luminaire housing by means of an automatic�type of latch (a combination hex/slot stainless steel screw fastener may supplement the automatic type latch). C. The reflector of all luminaires shall be of a snap-in design or be secured with screws. The reflector shall be manufactured of polished aluminum or molded from prismatically formed borosilicate glass. The refractor or fens shall be mounted in a doorframe assembly which shall be hinged to the luminaire and secured in the closed position to the luminaire by means of automatie latch. The refractor or lens and doortrame assembly, when closed, shall exert pressure against a gasket seat. The refractor lens shall not allow any light output above 90 degrees nadir. Gaske#s shall be composed of material capable of withstanding temperatures involved and shall be securely held in place. D. Each housing shall be provided with a four bolt slipfitter capable of mounting on a 2-inch pipe tenon and c�pable of being adjusted within 5 degrees from the auis of the tenon. The clamping bracket(s) and the cap screws of the slip�tter shall not bottom out on the housing bosses when adjusted within the t5 degree range. No part of the slipfitter mounting brackets on the luminaires shall develop a permanent set in excess of 0.2-inch when the cap screws used for mounting are tightened to a torque of 32 pounds feet. E. Refractors shall be formed from heat resistant, high impact, molded borosilicate glass. Flat lens shall be formed from heat resistant, high impact borosilicate or tempered glass: F. High pressure sodium conventional roadway luminaires shall be capable of accepting a 150, 200, 250, 310, or 400 watt lamp complete with ballast. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A067 70T 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 43 44 46 47 48 49 50 51 52 G. Housings shall be fabricated from aluminum. Painted housings shall be painted flat gray, Federal Standard 595 color chip No. 26280. Housings that are painted shall withstand a 1,000-hour salt spray test as specified in ASTM B 117. H. All luminaires to be mounted on horizontal mast arms shall be capable of withstanding cyclic loading in: A vertical plane at a minimum peak acceleration level of 3.0 g's peak-to-peak sinusoidal loading (same as 1.5 g's peak) with the intemal ballast removed, for a minimum of 2 million cycles without failure of any luminaire parts, and; 2. A horizontal plane perpendicular to the direction of the mast aRn at a minimum peak acceleration level of 1.5 g's peak to peak sinusoidal loading (same as 0.75 g's peak) with the internal ballast installed, for a minimum of 2 million cycles without failure of any fuminaire parts. I. All luminaires shall have leveling reference points for both transverse and longitudinal adjustment. Luminaires shall have slip-fitters capable of adjusting through a 5-degree axis for the required leveling procedure. 9 Decorative Luminaires In the first paragraph, "150 - 400" is revised to read "50 - 400". In the second paragraph, "box shaped" is deleted. !n the third paragraph, the first sentence is deleted. The second sentence is revised to read: The ballast housing shall be adequately constructed to contain ballasts for 50 - 400 watt altemate high intensity discharge sources. The fourth paragraph is revised to read: Each housing shall consist of an integral reflector, containing a mogul based high intensity discharge lamp, and a one piece heat and shock resistant, clear tempered lens mounted in a gasketed, hinged frame. The reflector shall be a snap-in design or secured with screws. The reflector assembly shall have a lamp vibration damper. The reflector shall be manufactured of polished aluminum or molded from prismatically formed borosilicate glass. The housing shall have a heat resistant finish. The lens frame shall be secured to the housing with ANSI, 300 series chrome-nickel grade stainless steel, zinc dichromate coated steel or ceramic coated steel hardware. The last sentence in the fifth paragraph is deleted. The sixth paragraph is deleted. The seventh paragraph is revised to read: The finish shall meet the requirements of ASTM B 117 with the exception that the finish shall be salt spray resistant after 300 hours exposure. The first sentence in the eighth paragraph is deleted. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A06T 108 � � � �� � CJ � � � , �'' � � � � , � � C J �J � � L�� � � � � � � L_J � , � � � � 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 9-29.10(3) High Mast Luminaires and Post Top Luminaires This sections content including title is deleted and replaced with: 9-29.10(3) Vacant 9-29.10(5) Sign Lighting Luminaires This section is revised to read: Sign lighting luminaires shall be the tnduction Bulb type. 9-29.10(5)A Sign �ighting Luminaires - Mercury Vapor This section including title is revised to read: 9-29.10(5)A Sign Lighting Luminaires — Isolation Switch The isolation switch shall be installed in a terminal cabinet in accordance with Section 9- 29.25 with the exception that the cabinet shall be NEMA 3R and stainless steel. The terminal cabinet shall be installed in accordance to the Standard Plans. The switch shall be either single pole, single throw, or double pole single throw as necessary to open all conductors to the luminaires other than neutral and ground conductors. The switch shall contain 600 volt alternating current (VAC) terminal strips on the load side with sofderless lugs as required for each load carrying conductor plus four spare lugs per strip. 9 Sign Lighting Fixtures - Induction The first sentence is revised to read: Sign lighting luminaires shall have a cast aluminum housing and door assembly with a polyester paint finish. In the second sentence of the sixth paragraph, "87" is revised to read "85". In the last sentence of the sixth paragraph, "Class a" is revised to read "Class A". The first sentence of the last paragraph is revised to read: A Manufacturer's Certificate of Compliance, conforming to Section 1-06.3 °Manufacturer's Gertificates of Compliance° and a copy of the high frequency generator test methods and results shall be submitted by the manufacturer with each lot of sign lighting fi�ures. 9-29.12 Electrical Splice Materials This section is revised to read: Circuit splicing materials shall meet the following specifications. 9-29.12(1) lllumination Circuit Splices This section is revised to read: Illumination circuit splices shall be split bolt vice type connectors or solderless crimped connections to securely join the wires both mechanically and eleatrically as defined in Section 8-20.3(8). I-5 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 109 1 This section is supplemented with the following new sub-sections: 2 3 9-29:12(1)A Heat Shrink Splice Enclosure 4 Heat shrink insulating materials shall be the moisture blocking mastic type meeting Mil 5 Spec I 230053 � 6 7 9-29.12(1)B Molded Splice Enclosure 8 Epoxy resin cast type insulation shall employ a clear rigid plastic mold or a clear mylar 9 sheet bonded to butyrate webbing forming a flexible mofd. The material used shalf be 10 compatible with the insulation material of the insulated conductor or cable. The 11 component materials of the resin insulation shall be packaged ready for convenient 12 mixing without removing from the package. 13 14 15 16 17 18 19 20 21 22 23 ' 24 25 26 27 28 29 30 31 32 � 33 34 35 36 � 37 38 39 40 41 42 43 44 45 46 47 48 4� 9 Traffic Signal Splice Material This section is revised to read: Induction loop splices and magnetomefer splices shall include an uninsulated barrel type crimped connector capable of being soldered. The insulating material shall be a heat shrink type meeting requirements of Section 9-29.12(1)A, an epoxy resin cast type with clear rigid plastic mold meeting the requirements of Section 9-29.12(1)B, or a re- enterable type with silicone type filling compound that remains flexible and enclosed in a re-enterable rigid mold that snaps together. 9 Flashing Beacon Control ln the fi�st paragraph, the first word "Flashers" is revised to read "Line voltage flashers". 9-29.16 Vehicular Signal He�ds This sections title is revised to read: 9-29.16 Vehicular Signal Heads, Displays and Housing The first sentence is revised to read: Each signal head shall be of the adjustabla, vertical type with the number and type of displays detailed in the Contract; shall provide an indication in one direction only; shall be adjustable through 360 degrees about a vertical axis; and shall be mounted at the Iocation and in the manner shown in the Plans. � This following new paragraph is inse�ted after the first paragraph: Back plates shall be constructed of 5-inch wide .050-inch thick corrosion resistant flat black finish, louvered aluminum or polycarbonate attached with stainless steel hardware. A 1-inch wide strip of yellow retro reflective, type IV prismatic sheeting, in accordance with Section 9-28.12, shall be applied around the perimeter of each backplate. 9 Opticalty Programmed, Adjustable Face, 12 Traific Signal This section including title is revised to read: � I-5 � SOUTHBOUND 320TH ST OFF-RAMP ' CHANNELIZATION 10A067 110 � � � � � � � i � � � � � � � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 9-29.16(1) Optically Programmed Adjustable Face, and Programmable, Array 12-inch Traffic Signal The signal shall permit the visibility zone of the indication to be determined optically and require no hoods or louvers. The projected indication may be selectively visibls or veiled anywhere within the optical axis. No indication shall result from extemal illumination, nor shall one light unit illuminate a second. The display shall operate from 85 VAC to 130 VAC. 9-29.'16(1)A Optical Systems The following new title is inserted above the frst paragraph: 9-29.16(1)A1 Co�ventional Optical System This section is supplemented with the following new sub-section: 9-29.16(1)AZ LED Programmable Array 1. LED array with programmable visibility from a portable hand held device from ground level, 2. Lens shall be clear, unless color lenses specified. The I.ED array shall be 22 watt maximum and shall operate directly from 120 volt AC. The LED array shall provide an accessible imaging surFace at focus on the optical axis for objects 900 to 1,200-feet distant, and permit an efFective veiling mask to be variously applied as determined by the desired visibility zone. The optical system shall accommodate projection of diverse, selected indicia to separate portions of the roadway such that only one indication will be simultaneously apparent to any viewer after optically limiting procedures have. been accomplished. The projected indication shall conform to ITE transmittance and chromaticity standards. 9-29.16(1)B Construction The title for this section is revised to read: 9-29.16(1)B Housing Construction The fourth paragraph is deleted. 9 29.16(1)D Electrical The title for this section is revised to read: 9-29.1fi(1)D Housing Electrical The following new title is inserted above the first paragraph: 9-29.16{1)D1 Electrical Conventional This section is supplemented with the following new sub-section: i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 111 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 9-29.16(1)D2 Electrical LED The LED array shall be accessible from the front of the housing. Each multi section assembly shall include a terminal block for clip or screw attachment of lead wires. 9-29.16(1)E Photo Controls The following new title is inserted above the first paragraph: 9-29.16(1)E1 Conventional Photo Controls This section is supplemented with the following new sub-section: 9-29.16(1)E2 LED Photo Controfs Each signal section shall include integral means for automatically regulating the display intensity for day and night operation. 9-29.16(2)A Optical Units This section is revised to read as follows: Light Emitting Diode (LED) light sources are required for all displays. The Contractor shall provide test results from a Nationally Recognized Testing Laboratory documenting that the �ED display conforms to the current ITE Specification for; Vehicle Traffic Control Signal Heads, Light Emitting Diode Circular Signal Supplement VTCSH ST 052 or Vehicle Traffic Signal Heads, Light Emitting Diode Vehicle Arrow Traffic Signal Supplement ITE VTSCH ST 054, and the following requirements: 1. The LED traffic signal module shall be operationally compatible with controllers and conflict monitors on this project and the LED lamp unit shall contain a disconnect that will show an open switch to the conflict monitor when less than fi0% of the LEDs in the unit are operationaL 2. LED shall have a 50 degree min. viewing angle. 3. Wattage (Maximum): 12-inch red, yellow and green ball displays - 25 W 12- inch red, yellow and green arrow displays - 15W 8-inch red, yellow and green ball displays - 15W 4. Voltage: The operation voltages shall be between 85 VAC and 130VAC. 5. The LED display shall be a module type and shall replace the lens, socket, bail, reflector and be directly connected to the terminal strip in the signal head. 6. Label: Each optical unit shafl be listed by and bear the label of a nationally recognized testing laboratory. In addition, the manufacturer's name, trademark, serial number and other necessary identification shall be permanently marked on the backside of the LED signal module and the installation date shall be indicated on a separate label with an indelible ink marker. 9 Signal Housing The first sentence in the first paragraph is revised to read: 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 112 � L� � � � ' i � � L_�' � � �� � � � � �� 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2$ 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 The signal head housing, or case, shall consist of an assembfy of separate sections, expandable type for vertical mounting, substantially secured together in a weather tight manner. In the third paragraph "may" is revised to read "shall". 9-29.16{2)D Back Plates This section's content including title is deleted and replaced with: 9-29.16(2)D Vacant 9-29.16(2)E Painting Signal Heads In the first sentence "Federal Standard 595B" is revised to read "Federal Standard 595- 14056". 9-29.16(3) Polycarbonate Traffic Signat Heads This section is supplemented with the following paragraph: Palycarbonate employed in traffic signal fabrication shall tolerate an elongation prior to break in excess of 90 percent. The green color shall be molded throughout the head assembly. The optical system shall be Light Emitting Diodes as defined in 9-29.16(2�4. The entire optical system shall be sealed by a single neoprene gasket. The signal head shall be formed to be used with standard signal head mounting accessories as shown in 9-29.17. All hinge pins, latch assemblies and reflector assemblies shall conform to 9- 29.16{2)B. 9 8 Polycarbonate Traffic Signal Heads This section and title are deleted. 9-29.16(3)B 12-inch Polycarbonate Traffic Signai Heads This section and title are deleted. Section 9-29.16 is supplemented with the following new sub-section: 9 Traffic Signal Cover The covers shall be manufactured from a durable fabric material, black in color with a mesh front and designed to fit the signal head configuration properly. The covers shall have an attachment method that will hold the cover securely to the signal in heavy wind. The covers shall be provided with a drain to expel any accumulated water. 9-29.18 Vehicle Detector The first paragraph is revised to read; Induction loop detectors and magnetometer detectors shall comply with current NEMA Specifications when installed with NEMA control assemblies and shall comply with the current California Department of Transportation document entitled °Transportation Eleetrical Equipment Specifications," specified in Section 9-29.13(7) when installed with Type 170, Type 2070 or NEMA control assemblies. 9 Pedestrian Push Buttons This section is revised to read: i-� SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 113 2 3 4 5 6 7 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 5 46 47 48 49 50 51 Where noted in the Contract, pedestrian push buttons of tamper-resistant construction shall be fumished and installed. They shall consist of a 2-inch nominal diameter plunger. The switch shall be a three bladed beryllium copper spring rated at 10 amperes, 125 volts. The pedestrian. push-button assembly shall be constructed and mounted as detailed in the Contract. ' 9-29.25 Amplifier, Transformer, and Terminal Cabinets The first sentence in the first paragraph is revised to read: Amplifier and terminal cabinets shaA canform to NEMA 4 requirements. Transformer cabinets shall be NEMA 3R. Item number 3 in the �rst paragraph is revised to read: 3. Cabinet doors shall have a stainless steel piano hinge or shall meet the requirements for. the altemate hinge detailed for type B modified service cabinets. Doors less than 3 feet in height shall have iwo hinges. Doors from 3 feet to 4 feet 8 inches in height shall have 3 hinges. Spacing of hinges for doors greater than 4 feet 8 inches in height shall not exceed 14 inches center to center. The door shall also be provided with a three point latch and a spring loaded construction core lock capable of accepting a Best six pin CX series core. The Iocking mechanism shall � provide a tapered bolt. The Contractor shall supply construction cores with two master keys. The keys shall be detivered to the Engineer. Three point latches are not required for terminal cabinets. SECTION 9-30, WATER DISTRlBUTION MATERIALS January 4, 2010 9-30.1(1) Ductile Iron Pipe In the first peragraph, number 1. and 2. are revised to read: Ductile iron pipe shall meet the requirements of AWWA C151. Ductile iron pipe shall have a cement mortar lining, and a 1 mil thick seal coat meeting the requirements of AVW1/A C104. Ductile iron pipe to be joined using bol#ed flanged joints shall be Special Thickness Class 53. All other ductile iron pipe shall be Special Thickness Class 50, minimum Pressure Class 350, or the class indicated on the Plans or in the Special Provisions. 2. Nonrestrained joints shall be either rubber gasket type, push on type, or � mechanical type meeting the requirements of AWWA C111. 9-30.1(2) Polyethylene Encasement This section is revised to read: Polyethylene encasement shall be tube-form, high density cross-laminated polyethylene film, or linear low density polyethylene film, meeting the requirements of ANSI/A1NWA C105. Colo� shall be natural or black. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 714 � � � � � � � � �J � � � � � � � � � � 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 49 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SECTION 9-31, ELASTOMERIC BEARING PADS January 3, 2011 9-31.1 Requirements This section is revised to read: Elastomeric bearing pads shall conform to the requirements of AASHTO M 251, unless otherwise specified in the Plans or Special Provisions. The elastomer shall be low temperature Grade 3 and not contain any form of wax. Unless otherwise specified in the Plans or Special Provisions, the elastomer shall have a shear modulus of elasficity of 165 psi at 73F. All bearing pads with steel laminates shall be cast as units in separate molds and bonded and vulcanized under heat and pressure. Corners and edges of molded pads may be rounded at the option of the Contractor. Radius at corners shall not exceed 3/8- inch, and radius of edges shall not exceed 1/8-inch. Bearing pads shall be fabricated to meet the tolerances specified in either AASHTO M 251 or the Special Provisions, as applicable. Shims contained in laminated bearing pads shall be mill rolled steel sheets not less than 20 gage in thickness with a minimum cover of elastomer on all edges of: 1/4-inch for pads less than or equal to 5-inches thick, and 1/2-inch for pads greater than 5-inches thick. Steel shims shall conform to ASTM A 1011, Grade 36, unless otherwise noted. All shim edges shall be ground or otherwise treated so that na sharp edges remain. SECTION 9-33, CONSTRUCTION GEOSYNTHETIC Aprit 5, 2010 9-33.4(3) Acceptance Samples The third paragraph is revised to read: Samples from the geosynthetic roll will be taken to confirm the material meets the property values specified. Samples will be randomly taken at the job site by the Contractor in accordance with WSDOT T 914 in the presence of the Project Engineer. The first sentence in the sixth paragraph is revised to read: For each geosynthetic roll that is tested and fails the Project Engineer will select two additional rolls from the same lot for sampling and retesting. The Contractor shall sample the rolls in accordance with WSDOT T 914 in the presence of the Project Engineer. � 46 SECTION 9-34, PAVEMENT MARKING MATERIAL 47 January 3, 2011 48 � 49 9 General 50 The item `High VOC Solvent Based PainY is deleted. � 1_J i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELtZA110N ' 10A067 175 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 9-34.2 Paint In the first paragraph, the first sentence is revised to read: White and yellow paint shall comply with the Specifications for low VOC solvent based paint or low VOC waterborne paint. 9-34.2(1) High VOC Solvent Based Paint This section is including title is revised to read: 9-34.2(1) Vacant SECTION 9-35, TEMPORARY TRAFFIC CONTROL MATERIALS January 4, 2010 9-35.0 General Requirements In the first paragraph, the item "Truck Mounted Attenuator" is revised to read 'Transportable Attenuato�". 1n the second paragraph, the third sentence is revised to read: Unless otherwise noted, Requests for Approval of Material (RAM) and Qualified Products List (QPL) submittals are not required. 9-35.12 Truck-Mounted Attenuator This section including title is revised to read: 9-35.12 Transportable Attenuator Transportable attenuators are Truck-Mounted Attenuators (TMA) or Trailer-Mounted Attenuators (TMA-trailer). The transportable attenuator shal) be mounted on, or attached to a host vehicle with a minimum weight of 15,000 pounds and a maximum weight in accordance with the manufacturer's recommendations. Ballast used to obtain the minimum weight requirement, or any other object that is placed on the vehicle shall be securely anchored such that it will be retained on the vehicle during an impact. The Contractor shall provide certi�cation that the transportable attenuator complies with NCHRP 350 Test level 3 requirements. Lighter host vehicles proposed by the Contractor are subject to the approval af the Engineer. The Contractor shall provide the Engineer with rol!-ahead distance calculations and crash test reports illustrating that the proposed host vehicle is appropriate for the attenuator and the site conditions. The transportable attenuator shall have a chevron pattern on the rear of the unit. The standard chevron pattern shall consist of 4-inch yellow stripes, alternating non-reflective black and retro-reflective yellow sheeting, slanted at 45 degrees in an inverted "V" with the "V at the center of the unit. This section is supplemented with the following new sub-sections: 9-35.12{1) Truck-Mounted Attenuator The TMA may be selected from the approved units listed on the QPL or submitted using a RAM. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELtZATION 10A067 116 � �J � �J � � � u � � � � � � � 1 2 3 4 6 7 8. 9 10 11 12 13 14 15 16 17 18 The TMA shall have an adjustable height so that it can be placed at the correct elevation during usage and to a safe height for transporting. If needed, the Contractor shall install additional lights to provide fully visible brake lights at all times. 9-35.12(2) Trailer-Mounted Attenuator The TMA-trailer may be selected from the approved units listed on the QPL or submitted using a RAM. . If needed, #he Contractor shall install additional lights to provide fully visible brake lights at all times. 9-35.12(3) Submittal Requirements For transportable attenuators listed on the QPL, the Contractor shall submit the QPL printed page or a QPL Acceptance Code entered on the RAM (WSDOT Form 350- 071 EF) for the product proposed for use to the Engineer for approval. The Contractor shall submit a RAM for transportable attenuators not listed on the QPL. � 1-5 30UTHBOUND 320TH 37 OFF-RAMP CHANNEUZATION 10A067 177 _::_ _ 5PECIAL PROVISIONS :..................... .....:.............:.:.:...:..........:..:....:...... BWE PAGES City of Federal Way RFB # 11-102 � I-5 SOUTHBOUND 320TH OFF-RAMP CHANNELIZATION February 2011 City of Federal Way RFB # 11-102 I-5 SOUTHBOUND 320TH OFF-RAMP CHANNELIZATION February 2011 � � I � � � � � � � � � � � 1 2 3 4 5 6 7 0 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 CONTENTS PAGE INTRODUCTI ON ----_______________w________________�______________________�_______�___ � SPECIAL PROVISIONS DIVISION 1 GENERAL REQUIRMENTS DESCRIPTION OF WORK ----------------------------------------------------------------------1 BID PROCEDURESAND CONDITIONS-----------------------------------------------------1 Plans and Specifications-----------------------------------------=---------------------------------1 Pro osal Forms _______________________________________________________2 p ---------------------- Preparation of Proposal------------------------------------------------------------------------3 BidDeposit------- -----------------------------------------------------------3 D elivery of Proposal-----_______ �_______�________�________�______�______�4 irregularProposals-------------------------------------------------------------------------------4 Disqualification of Bidders------------------------------______��_�_____�_______ 5 Pre Award Information-----------------------------------------_-------------------------6 AWARD AND EXECUTION OF CONTRACT --_w_______�__�_M____�_�___�_g Consideration Bids---------------------------------------------------------------------------6 Executian of Contract--------------------------------------------- ---------------------7 ContractBond ----------------- -------------------------_----_-- _____-7 Coordination of Contract Documents, Plans, Special Provisions-------------_7 CONTROLOF WORK ----------------------------------------------__------------ -----__-8 Conformity With And Deviations From Plans And Stakes--------------------____�___g Contractor Sunreying - Structure -----------------_________M_____�____��____________g Contractor Surveying Roadway -----------------------------------________�___�� � � Referencing Existing Pavement Markings--------------------------------- -------14 Cooperation With Other Contractors-----------------------�________�__��_______�__ 14 Water Power -----------------------------------------------------___----------- 15 Oral Agreements-----------------------------------------------_---_-------------- ----15 CONTROL OF MATERIAL------------------------------______ __�_____�_________.._ 15 BuyAmerica -------------------------------------------------------_----------------------------15 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC-------------- -16 1-5 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 A � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 PAGE Laws To Be Observed --------------------------w_�_______________�_____�___________ 16 City of Federal Way Temporary Noise Variance Conditions-------------------------16 Temporary Noise Shields------------------------------------------------------------------18 StateTaxes---------------------�_���----__---_------------------------ ---------19 Environmentai Regulations---------------------------------------------------------------19 Environmental Commitments---------------_________�_�__________________�_ �g Permits And Licenses -------------------------------------------------------�-------------19 Load Limits--------�- ------------------------------------------------- _-----_---- 20 Wages-----------------=-----_--------__----_--------------------------------------------_------- 20 General------------------------------ ----------------------------------------------------- 20 Application of Wage Rates For The Occupation Of Landscape Construction------- 21 Requirements For Nondiscrimination---_�________________�___________________�_ 21 Disadvantaged Business Enterprise Condition of Award Participation ------________ 29 Sp ecial Training Pravisions ------------------______�____________�__�____�__ 43 Federal Agency Inspection -------------------------------------------------------- 48 Required Federal Aid Pr 48 Temporary Water Polfution/Erosion Control ---------------------------«-------------______ 48 Spill Prevention, Control and Countermeasures Plan ----__�________________�___ 49 Protection And Restoration Of Property------------------------------------------------ 50 Vegetation Protection and Restoration -------�------------------------------------ 50 Utilities and Similar Facilities ----------_____________________��____________�_ 50 Public Liability and Property Damage Insurance------------------------------------------- 51 Public Convenience and Safety------------------------------------------------------------ 53 Consttvction Under T 53 Traffic Blockage for Mast Arm Erection-----__�____�________________________________ 57 Construction and Maintenance of Detours -------__________�_________________ _ 57 PROSECUTION AND PROGRESS ----------------_______________________________________ 60 P reconstruction Conference ____________________________________�_______________�_____ gp Hours Work ----------------------------_------------------------------------------------------- 61 Subcontracting ---------------------------- --------------------------- ----------------- 61 Progress Schedule---------------__-------------------------------------------------------- 62 General Requirements ------------------------------------------------------------------------ 62 Progress Schedule Types --------------------------------------------------------------------- 62 ScheduleUpdates--------------------------------------------------------------------------------- 62 I-5 SOUTHBOUND 320TH ST OFF-RAMP CHAMNELIZA710N 10A067 . B � 1 � � � � � � � � � � I � � � � � � �� � � � � �J � � � � PAGE 1 2 3 4 5 � I r� ti 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Measurement -------------------------------------------------------------------__-- -- 63 Payment ------------------------------------------------------------------------------------ ------ 63 P rosecution Of Work--------------------------------------------------------------------------- 64 Notice to Proceed and Prosecution of the Work --------------------------------__�____ 64 Time for Completion ----__-----__----_--------------------------------------------------- 64 Suspension of Work --------------------------------------------------_----------------------- 65 Procurement of Critical Materials --------------------------------___w____�___�_M_ 65 Maintenance During Suspension ---------------------___�_________� . _____� 66 Liquidated Damages----------------------------------------------------------- ----------- 66 MEASUREMENT AND PAYMENT-------------------------------------------------------------- 67 Payment For Material On Hand --------�------------------------------------------_____�__ 67 Payments -------------------------------------------------------------------------------------------- 68 Payments ---------------------------------------------------------------------------------------- 68 Claims $250,U00 or Less --------------------------------------------------------------------- 69 Administration of Arbitration------------------°°--------------------------------- 69 TEMPORARY TRAFFIC CONTROL –______________�__________�___________��___�_ 69 Tra�c Contro! Management ------------------------------�_____ ______��_____ 69 General ---------------------------------------------------------------- -__---_-----_----- 70 Traffic Control Devices --------------------------------------_____________���_____ 72 Measurement----------------------------------------------------------_--___---_--- __-- 73 Item Bids With Lump Sum for Incidentals -----------______________�__ � 73 DIVISION 2 EARTHWORK 24 REMOVAL OF STRUCTURES AND OBSTRUCTIONS ---------------------------------- 73 25 DIVISION 5 26 SURFACE TREATMENTS AND PAVEMENTS 27 HOT MIX ASPHALT --------------------------------------------------------------_-------------- 74 28 Materials----------------------------------------------------------------------------___—__...._- 74 29 Construction Requirements ------------------------------------------------------~---~~~- 74 30 Conditioning of Existing SurFace--------------------------------------------------°---------° 74 31 Preparation of Existing SurFaces------------------------------------------------------------ 75 32 Joints ------------------------------------------------------------------------------------------------- 75 33 HMA Step Wedge Joint----------------------------------------------------------------------------- 75 34 SurFace Smoothness --------------------------------------------------------------------------- 75 1-5 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 1UA06T C PAGE 1 2 3 4 5 6 Planing Bituminous Pavement --------------------------------------------------------------- 76 Measurement ----�_w��------------------_----_------------------------------------------ 76 Payment--------------------__����---_—_------------------------------------------- 76 Asphalt Cost Price Adjus#ment -------------��_____:___�__�____________________�w 76 DIVISION 6 STRUCTURES 7 GENERAL REQUIREMENTS FOR STRUCTURES--------------------------------------- 77 8 Foundation Data -------------����____N________________________w____________ 77 9 CONCRETE STRUCTURES---------_�______�________�______________�__w��_____ 77 10 Materials----------------__.—_------------------------------------------------------------- 77 11 Construction Requicements ---------------------------------------------------------------- 78 12 Finishing Concre#e Surfaces----------------------------------------------------------------- 78 13 General Requirements for Concrete SurFace Finishes Produced by Form Liners - 78 14 Placing Anchor Bolts--____��_____________�_____________________________________ 79 15 16 17 18 19 20 21 22 Payment----------_---------------------------------------_---_------------------------------ 80 CONCRETEBARRIER----_--------------------------------------------------------------------- 80 Construction Requirements ----------------------------------------«--------------------- 80 Temporary Concrete BaRier ------------------------- --------------------------------- 80 Payment ------------ --- ---------------------------------- ------------------ -- 81 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 23 DRAINS -------------------------------------_------------------------------------------------------- 81 24 Description ----------------------=----------------------------------------_------------ 81 25 26 27 28 29 Materials ------------------_--------------------__----------------------------------------- 81 Media Filter Drain Mix ---________________�__________�________________________________ g� Soil Mix for Grass Strip--_____________________�________��_�_______________�_______ 82 Construction Requirements------------________________________________________________�__ 82 Measurement---------------------------------------------------------------------------------- 83 30 Payment ------------------------------------------------------------------------------------------- 83 31 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS----------------------------- 84 32 DIVISION 8 33 MISCELLANEOUS CONSTRUCTION 34 EROSION CONTROL AND WATER POLLUTION CONTROL---------------------------- 84 I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNEUZATION 10A067 D � � � � � � � � � � � I � I � , � � � � � � � � � � PAGE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Construction Requirements -------------------------------_�__� �_______�_��- 84 Seeding, Fertilizing and Mulching -----------------------------------------------°-------- 84 Seedin and Fertilizin ------------------------°-------° -------�---- 85 9 g ----_------------- __ Wiidflower Seed---------------------------------------------------------------- _---_---- 85 Mulching ------------------------------------------------------------------------------_--___------ 86 ROADSIDE RESTORATION -------------------------------------------------__�--------------- 86 Materials-------------------------------------------------------------------------------------------- 86 Construction Requirements -------------------------------------------------------------------- 89 Unwanted Vegetation----------------------------------------------------------------------__— 90 Planting Area Weed Control -----------------------------------------=----------------- 90 Planting Area Preparation ----------------------------------___�.��_____��___ 92 ___�________�w ___� Payment ----------------------------------------_----_--_ 94 IRRIGATION SYSTEM -------------____a______�__�________�__�_______�_ ___� 95 CHAIN LINK FENCE AND WIRE FENCE-------__________w______________��__�� 95 Materiats------------------------------------------------------------------------___.._________- 95 Construction Requirements ---------------------------------------------------------- 96 Cable Fence ------------------------------------------------------------------------_--------- 96 Measurement --------------------------------------------------------------------------_---------- 96 Payment -------------------------------------------------------- ------------------------------------ ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL------------------- 96 Materials ----------------------------------------------------------------------------------------- 96 C ommunication Cables And Interfaces------------------------------------------------------- 97 C onduit, Innerduct, and Outerduct ------------------------_______________�_______________ gg Rigid Metal Conduit Fittings and Appurtenances ________________�________________..�__ gg Electrical Conductors and Cable--------------------------------____�__________________101 Twisted Pair Communications Cable -------------------------------------------------------101 27 Light And Signal Standards ---------------------------------------------°--------------------101 28 Traffic Signal Standards----------------------------------------------------------------------1 Q2 29 Electrical Splice Materials ----------------------------------------------------------------------109 30 31 32 33 34 Traffic Signal Controllers------------------------------------------------------------------------109 TrafficActuated Controllers --------------------------------------------------------------------110 Traffic Actuated Controllers --------------------------------------------------------------------1'{ 0 Type 170E, 170E-HC-11, 2070, 2070 Lite, ATC Controller Cabinets_________________ 111 Vehicular Signal Heads, Displays and Housing --------------------------------------____ 113 I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 0 PAGE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Traffic Signal Cover-------_-----------------------------------------------------------------114 Vehicle Detector --__�________________________________�____________�_____________ 115 Amplifier, Transformer, and Terminal Cabinets --_______��______�__________� 118 Equipment List And Drawings ---____w____�___ _____________________�______,_ � � g Construction Requirements-------------------------------------------------______�-----118 General-------------------------------------------------------------------------------------------118 Con u it------___--------------------------------------------------------------------------120 Junction Boxes, Cable Vaults, and Pull boxes----------____________�____�________121 Junction Boxes, Cable Vaults, and Pull Boxes ---__________�______________________121 -------------------------------------------------------------------------- Wi�ing------------------ 122 Illumination S SignalSystems--------------------------------------------------------------------------------124 Temporary Video Detection System------------------------------------------------------124 Video Detection Equipment Training--------------------------------------------------___�24 Induction Loop Vehicle Detectors--------------------------------------------------- 126 I nduction Loop Tests---------------------------------------------------------__------------126 Measurement-----------__--_..__-----------------------------------------------------_--------126 Payment -----------r-----------------------------------------------«------------------------------126 PERMANENT SIGNING----------------------------------------------__�---__------------127 Materials -------------____��_��----------------------------------------------------127 Manufacturers for Steel Roadside Sign Supports ---------------------------------------128 Construction Requirements ---------------------------------------------------------------129 SignStructures-------------------------------------------------------------------------------129 M e a s u re m e n t------------------------------------------------------------------------------------142 Payment -----------------------------------------_--_------------------------------------------142 STANDARD PLANS-------------------___�-----__�___---_____.._-----------------------143 I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 F � � � � � � � � �� 2 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 SPECIAL PROVISIONS The following Specia{ Provisions are made a pa�t of this contract and supersede any conflicting provisions of the 2010 Standard Specifications for Road, Bridge and Municipal Construction, and the foregoing Amendments to the Standard Specifications. Several types of Special Provisions are included in this contract; Gene�al, Region, Bridges and Structures, and Project Specific. Special Provisions types are differentiated as follows: (date) �******� (Regions' date) (BSP date) General Special Provision Notes a revision to a General Special Provision and also notes a Project Specific Special Provision. Region Special Provision Bridges and Structures Special Provision General Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project ta another is the inclusion of variable project data, inse�ted as a"fill-in°. Region Special Provisions are commonly applicable within the designated Region. Region designations are as follows: Reqions' ER Eastern Region NCR North Central Region NWR Northwest Region OR Olympic Region SCR South Central Region SWR Southwest Region WSF Washington State Ferries Division Bridges and Struatures Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the onfy difference from one project to another is the inclusion of variable project data, inserted as a "���-111". Project Specific Special Provisions normally appear only in the contract for which they were developed. 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A067 February 17, 2011 � � � � � � � 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 DESCRIPTION OF WORK (March 13, 1995) DIVISION 1 GENERAL REQUIREMENTS This contract provides for the improvement of *** I-5, MP 143.84 to MP 143.97, in King County, Southbound 320th St Off-Ramp Channelization by constructing an additional two lanes for the I-5 southbound off-ramp to 320th St. ,by grading, planing and paving, constructing water quality treatment facility, retaining wall, signal, illumination, guardrail, signing, monotube sign bridge, striping, erosion control, traffic control *"` and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Section 1-02.1 is deleted and replaced with the following: 1-02.1 Qualifications of Bidder (March 25, 2009 APWA GSP) Bidders must meet the minimum qualifications of RCW 39.04.350(1), as amended: "Before award of a public works contract, a bidder must meet the following responsibility criteria to be considered a respansible bidder and qualified to be awarded a public works project. The bidder must: • (a) (b) (c) (d) At the time of bid submittal, have a certificate of registration in compliance with chapter 18.27 RCW; Have a current state unified business identifier number; If applicable, have industrial insurance coverage for the bidder's employees working in Washington as required in Title 51 RCW; an employment security department number as required in Title 50 RCW; and a state excise tax registration number as required in Title 82 RCW; and Not be disqualified from bidding on any public wo�ks contract under RCW 39.06.010 or 39.12.065(3).° 1-02.2 Plans and Specifications (October 9, 2005 APWA GSP) Section 1-02.2 is deleted and replaced with the following: Information as to where Bid Documents can be obtained or reviewed will 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 � �'1 L� i-s SQUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 No. of Sets Basis of Distribution Reduced plans (11" x 17") and Contract Provisions Large plans (e.g., 22" x 34") and Contract Provisions 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 � 2 Fumished automatically upon award. Furnished only upon request. Additional plans and Contract Provisions may be purchased by the Contractor by payment of the cost stated in the Call for Bids. 1-02.4 Examination of Plans, Specifications, and Site of Work Section 1-02.4 is supplemented with the following: �******� In reference to this section, the soils information used for study and design of this project is included in in the white pages of the appendices (Geotechnical Exploration Data). 1-02.5 Proposal Forms (October 1, 2005 APWA GSP) Section 1-02.5 is deleted and replaced with the following: At the request of a bidder, the Contracting Agency will provide a proposal form for any project on which the bidder is eligible to bid. � The proposa! form will identify the project and its location and describe the work. It will also fist estimated quantities; units of ineasurement, the items of work, and the materials to be fumished 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 forms unless otherwise specified. Any correction to a bid made by interlineation, alteration, or erasure, shal! be initialed by the signer of the bid. The bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign) A bid by a partnership shall be execufed 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. � ', � � � � � � I-5 � 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A067 2 , � LJ ' ' � ' � � �J ' ' ' ' ' ' ' , ' 2 3 5 6 8 10 11 12 13 14 15 16 17 1$ 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 44 45 46 47 48 A bid by a joint venture shaq 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 DiW/MBE requirements are to be satisfied through such an agreement. 1-02.6 Preparation of Proposal (Oc�ober 10, 2008 APWA GSP) The second paragraph of Section 1-02.6 is supplemented 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. Section 1-02.6 is supplemented with the foNowing: (August 7, 2006) A minimum bid of *** $5,000 *** lump sum has been established for the item "Type **" C **'` Progress Schedule." The Contractor's bid shall equal or exceed that amount. If the Contractor's bid is less than the minimum specified amount, the Contracting Agency will unilaterally revise the bid amount to the minimum specified amount and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the Contracting Agency for award purposes and to fix the amount of the contract bond. (December 1, 2008) A mi�imum bid of '`'"' $500 *** per each has been established for the item "Schedule Upda#e.° The Contractor's bid shall equal or exceed that amount. If the Contractor's bid is less than the minimum specified amount, the Contracting Agency will unilaterally revise the bid amount to the minimum specified amount and recalculate the Contractor's total bid amount. The corrected total bid amount wi11 be used by the Contrac#ing Agency for award purposes and to fix the amount of the contract bond. 1-02.7 Bid Deposit (October 9, 2005 APWA GSP) Supplement this section with the following: 6id bonds shall contain the foilowing: 1. Contracting Agency-assigned number #or 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 titie 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. �� SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION TEST January 24, 2011 1 2 3 5 6 $ 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 49 42 43 44 45 46 47 48 49 50 51 52 If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. 1-02.9 Delivery of Proposal (October 1, 2005 APWA GSP) The first paragraph of section '! -02.9 is revised to read: Each proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Advertisement for Bids clea�ly marked on the outside of the envelope, or as otherwise stated in the Bid Documents, to ensure proper handling and delivery. �******� Public Opening Of Proposal Section 1-02.12 is supplemented with the following: , � L � , �� Date Of Opening Bids Sealed bids are to be received at one of the following locations prior to the time ' Specified: 1. At the City of Federal Way purchasing office, 33325 8th Ave. S, Federal Way, WA 98003-6325. The City will consider notification of bid receipt by the post office as the actual receipt of the bid. 2. In the City of Federal Way purchasing office, 33325 8th Ave. S, Federal Way, WA 98003-6325, until 10:00 A.M. of the bid opining date. The bid opening date for this project is Tuesday, April 12, 2011. Bids received wiil be publicly opened and read after 10:00 A. M. on this date. 1-02.13 Irregular Proposals (March 25, 2009 APWA GSPJ Revise item 1 to read: A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so requi�ed; 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, altemate Bids, or conditions, d. The Bidder adds provisions reserving the right to reject or accept #he 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 compiete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bidder fails to submit or properly complete a Disadvantaged, Minority or Women's Business Enterprise Ce�tification, if applicable, as required in Section 1-02.6; i. The Bid Proposal does not constitute a definite and unqualfied offer to meet the material terms of the Bid invitation; or �� SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION TEST January 24, 2011 4 � C J � t ;1 � ' � � , � � � � � � 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 1$ 19 20 21 22 23 24 25 26 �7 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 j. More than one proposal is submitted for the same project from a Bidder under the same or different names. 1-02.14 Disqualification of Bidders (March 25, 2009 APWA GSP, Option 8) Section 1-02.14 is deleted and replaced with the following: A Bidder will be deemed not responsibfe if: 1. the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or 2. evidence of collusion exists with any other Bidder or potential Bidder. Participants in collusion will be restricted from submitting further bids; or 3. the Bidder, in the opinion of the Contracting Agency, is not qual�ed for the work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the Bidder; or 4. an unsatisfactory performance record exists based on past or current Contracting Agency work or for work done for others, as judged from the standpoint of conduct of the work; workmanship; or progress; a�rmative action; equal employment opportunity practices; teRnination for cause; or Disadvantaged Business Enterprise, Minority Business Enterprise, or Women's Business Enterprise utilization; or 5. there is uncompleted work (Contracting Agency or otherwise), which in the opinion of the Contracting Agency might hinder� or prevent the prompt completion of the work bid upon; or 6. the Bidder failed to settle bills for labor or materials on pasf or cuRent contracts, unless there are extenuating circumstances acceptable to the Contracting Agency; or 7, the Bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract, unless there are extenuating circumstances acceptable to the Contracting Agency; or 8. the Bidder is unable, financially or otherwise, to perform the work, in the opinion of the Contracting Agency; or 9. there are any other reasons deemed proper by the Contracting Agency. As evidence that the Bidder meets #he bidder responsibility criteria above, the apparent finro lowest Bidders must submit to the Contracting Agency within 24 hours of the bid submittal deadline, documentation (sufficient in the sole judgment of the �Contracting Agency) demonstrating compliance with all applicable responsibility criteria, including all documentation specifically listed in the supplemental criteria. The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess bidder responsibility. The basis for evaluation of Bidder compliance with these supplemental criteria shall be any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) which any reasonable owner would rely on for determining such compliance, including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from owners for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter. I•5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 ' 24 25 26 27 28 29 30 31 � 32 33 34 35 , 36 37 38 39 40 41, 42 43 44 45 46 47 48 49 50 51 if the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the �Contracting Agency's determination by presenting its appeal to the Cantracting Agency. The Contracting Agency will consider the appeal before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least finro business days afte� the Bidder determined to be not responsible has received the final determination. 1-02.15 Pre Award Irrformation (October 1, 2005 APWA GSP) Section 1-02.15 is supplemented with the following: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and fumish a copy of, a business license to do business in the city or county where the work is located. 7. A copy of State of Washington Contractor's Registration, or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) The first paragraph of Section 1-03.1 is revised 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 Agency, 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. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A06T � � � � � � � �' � � � � 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 1-03.3 Execution of Contract (October 1, 2005 APWA GSP) Section 1-03.3 is deleted and replaced with the following: 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 certi�cation as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre-award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency- furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of 10 additional calendar days for retum of the documents, provided the Contracting Agency deems the circumstances warrant it. 1-03.4 Contract Bond (October 1, 2005 APWA GSP) The first paragraph of Section 1-03.4 is supplemented with the following: The successful bidder shall �provide an executed contract bond for the full contract amount. This contract bond shalL• Be on a Contracting Agency-furnished form; 35 2. Be signed by an approved surety (or sureties) that: 36 a. Is registered with the Washington State Insurance Commissioner, and 37 b. Appears on the current Authorized Insurance List in the State of Washington 38 published by the Office of the Insurance Commissioner, 39 40 41 �42 43 44 45 46 47 48 49 50 3. Be conditioned upon the faithful perFormance of the con#ract 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, material person, 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 empawered to sign the bond; and I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A067 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 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 signing 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). Scope of Work 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (October 1, 2005. APWA GSP) The second paragraph of Section 1-04.2 revised 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 Farm, 3. Special Provisions, including APWA General Special Provisions, if they are included, 4. Contract Plans, 5. Amendments to the Standard Specifications, 6. WSDOT Standard Specifications for Road, Bridge and Municipal Construction, 7. Contracting Agency's Standard Plans (if any), and 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. CONTROL OF WORK Conformity With And Deviations From Plans And Stakes Section 1-05.4 is supplemented with the following: (August 3, 2009) Contractor Surveying - Structure Copies of the Contracting Agency provided primary survey control data are avai{able 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 bridges, noise walls, and retaining walls. Except for the survey control data to be fumished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsipility. Detailed survey records shall be maintained, including a description of the work perfiormed 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. 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A067 � � � �� � j � �. � � �' �� �� � � � 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The survey work by the Contractor 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 Contracting Agency. The description shall include coordinates and elevations of all secondary control points. 2. Establish, by placing hubs and/or marked stakes, the location with offsets of foundation shafts and piles. 3. Establish offsets to footing centerline of bearing for structure excavation. 4. Establish offsets to footing centerline of bearing for footing forms. 5 ..� ,•, Establish wing wall, retaining wall, and noise wall horizontal alignment. Establish retaining wall top of wall profife grade. 7. Establish elevation benchmarks for all substructure formwork. 8. Check elevations at top of footing concrete line inside footing formwork immediately prior to concrete placement. 9. Check column location and pier centerfine of bearing at top of footing immediately prior to concrete placement. 10. Establish location and plumbness of column forms, and monitor column plumbness during concrete placement. 11. Establish pier cap and crossbeam top and bottom elevations and centerline of bearing. 12. Check pier cap and crossbeam top and bottom elevations and centerline of bearing prior to and during concrete placement. 13. Establish grout pad locations and elevations. 14. Establish structure bearing locations and elevations, including locations of anchor bolt assemblies. 15. Establish box girder bottom slab grades and locations. 16. Establish girder and/or web wall profiles and locations. 17. Establish diaphragm locations and centerline of bearing. 18. Establish roadway slab alignment, grades and provide dimensions from top of girder to top of roadway slab. Set elevations for deck paving machine rails. 19. Establish traffic barrier and curb profile. 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 9 � 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 20. Profile all girders prior to the placement of any deadload or construction live load that may affect the girder's profile. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. To facilitate the establishment of these lines and elevations, the Contracting Agency will provide the Contractor with the following primary survey and control information: 1. Descriptions of two primary control points used for the horizontal and vertical control. 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. 2. Horizontal coordinates for the centerline of each bridge pier. 3. Computed elevations at top of bridge roadway decks at one-tenth points along cente�line of each girder web. All form grades and other working grades shall be calculated by the Contractor. The Contractor shall give the Contracting Agency three weeks notification to allow adequate time to provide the data outfined in Items 2 antl 3 above. The Contractor shall ensure a surveying accuracy within the following tolecances: 1. Stationing on structures 2. Alignment on structures 3. Superstructure elevations 4. Substructure Vertical Horizontal ±0.02 feet tQ.02 feet f0.01 feet variation from plan elevation t0.02 feet variation from Plan grades. The Contracting Agency may spot-check the Contractor's surveying. These spat- checks will not change the requirements for normal checking by the Contractor. When staking the following items, the Contractor shall perform independent checks from different secondary control to ensure that the poirrts staked for these items are within the specified survey accuracy tolerances: Piles Shafts Footings Columns The Contractor shall calculate coordinates for the points associated with piles, shafts, footings and columns. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the survey work. The I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A06T 10 i � �� � � � � � � � ,� � � 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Contracting Agency will require up to seven calendar days from the date the data is received to issuing approval. Contract work to be performed using contractor-provided stakes shall not begin untii the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Payment Payment will be made in accordance with Section 1-04.1 for the following bid item when � included in the proposaL "Structure Surveying", lump sum. The lump sum contract price for "Structure 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. (April 7, 2008) Contractor Surveying - Roadway Copies o# 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. 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 aAow 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 "Definitians 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 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 Pls) and at points on the alignments spaced no further than 50 feet. I-5 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 11 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4�4 45 46 47 48 49 50 51 52 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 fest 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. Estabfish 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 benchmarlcs as needed to check work throughout the project. 8. Provide references for paving pins at 25-foot intervals or provide simultaneous 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. The Contractor shall collect additional topographic survey data as needed in order to match into existing roadways such that the transition from the new pavement to the existing pavement is smooth and that the pavement and ditches drain properly. If changes to the profiles or roadway sections shown in the contract plans are needed to achieve proper smoothness and drainage where matching into existing features, 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. 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 I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A06T 12 ! � � � ,� � �. � � �� � � � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 descriptions of two additional primary control points for every additionaf three miles of project length. Primary control points wifi 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: Slope stakes Subgrade grade stakes set O.Q4 feet below grade Vertical Horizontal ±0.14 feet t0.10 feet t0.01 feet f0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Stationing an roadway Alignment on roadway SurFacing grade stakes Roadway paving pins for surfacing or paving N/A �0.1 feet N/A t0.04 feet ±Q.01 feet t0.5 feet (parallel to alignment) t0.1 feet (normal to alignment) ±0.01 feet t0.2 feet {parallel to alignment) t0.1 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 Con#ractor. 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. 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. 1-5 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 13 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Paymenf � Payment will be made in accordance with Section 1-04.1 for the foilowing bid item when included in the proposal: "Roadway Surveying", lump sum. The lump sum contract price for "Roadway Surveying" shall be full pay for ali 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. Section 1-05 is supplemented with the following: (NWR November 20, 2006) Referencing Existing Pavement Markings The Contractor shall be responsible for referencing and documenting all existing pavement markings. The Contractor's referencing plans shall indicate reference points and offsets taken at consistent intervals sufficient to restore all pavement markings to original configuration within two inches. The Contractor shall demonstrate to the Engineer that referencing has been accomplished prior to pertorming any work which will remove or cover the existing markings. The Contractor shall also be responsible for laying out all temporary and permanent pavement markings to the pre-existing locations or in modified Iocations as shown in the Plans. Pavement markings shall be replaced using the materials called for in the Plans. Payment . Payment will be made in accordance with Section 1-04.1 for the following bid item: "Referencing Existing Pavement Markings", lump sum. (March 13, 1995) Cooperation With Other Contractors Section 1-05.14 is supplsmented with the following: Other Contracts Or Other Work It is anticipated that the foflowing 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: *** I-5 SR 161/SR18 Triangle Improvements Contact: WSDOT "Aleta Borschowa 206-768-5862" Construction expected from Spring 2011 to Fall 2013 320�' Street South Asphalt Overlay Contact: City of Federal Way "Jeff Huynh 253-835-2721" Construction expected from Spring 2011 to Fall 2011 �"* I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 14A067 14 � � � � � ll � � � � � � r� � I LJ � � � � 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Sectton 1-05 is supplemented by adding the following section: 1-05.16 Water and Power (October 9, 2005 APWA GSP) 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. Section 1-05 is supplemented by adding the following Section: 1-05.17 Oral Agreements (October 1, 2005 AWPA GSR) 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 bs considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. CONTROL OF MATERIAL Section 1-06 is supplemented with the fallowing: Buy America (August 2, 2010) 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 shest 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. 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 i�on 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 I-5 30UTHBOUND 320TH ST OFF-RAMP CHANNELfZATION 10A067. 15 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 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 iran), 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. 3. Rolling, heat treating, and any other similar processing. Fabrication of the products. a. b. c. Spinning wire into cable or strand. Corrugating and rolling into culverts. 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 sha11 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. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC Laws To Be Observed Section 1-07.1 is supplemented with the following: �******� City of Federa► Way Temporary Noise 1/ariance Conditions The City of Federal Way has granted noise variance of 13 non-consecutive nights to their noise ordinance for nighttime construction on this project. The City of Federal Way has granted the variance under the conditions listed below. The variance allows the Contractor to exceed the local noise ordinance levels between April 1, 2011 and November 30, 2011. Unless otherwise approved by the Engineer in writing, nighttime work shall be restricted to the conditions of the variance. i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION t0A067 16 � � � i � � � � LJ � � � � u ' ' ' 1 t_ J ' C ' �' I_. _ , ' 1 ' � � ' l� 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Except in the case of emergency, whenever the Contractor wo�lcs between the night time hours of 8:00 pm to 7:00 am Monday through Friday, 8:00 pm Friday to 9:00 am Saturday and 9:00 am to 8:00 pm on Sundays and holidays and exceeds the local ordinance noise levels, the Contractor shall, in addition to other restrictions of this section or other ordinances, perform the following measures to minimize construction noise: All vehicles shall be equipped with ambient sensitive backup warning devices. The Cant[actor may use back-up observers in lieu of back-up warning devices for all equipment except dump trucks in compliance with WAC Chapter 296- 155=610 and 296-155-615. The Contractor shall use back-up observers and back-up warning devices for dump trucks in compliance with WAC Chapter 296- 155-610. • 2. Truck tailgate banging is prohibited. All truck tailgates shall be secured to prevent excessive noise from banging. 3. All trucks performing export haul shall have well maintained rubber bed liners as inspected and approved by the Engineer. 4. During construction cleanup operations, all material spilled within the work zone shall be removed by hand methods or sweeping when possible. 5. Construction and stationary equipment, such as light plants, generators, and compressors, and jackhammers shall utilize WSDOT approved noise mitigation shields, noise blankets, skirts, or other means available as approved by the Engineer when feasible. 6. A copy of each noise variance or exemption shall be kept on the project site at all times, 7. The Contractor shall provide the Community Development Services Depa�tment a minimum of 72-hours advance notice of the night time work. This written notice shall be provided to the City of Federal Way by email, fax or letter, and shall reference the city file number 10-105055-AD. Please direct this notice to the attention of Becky Chapin. 8. The Contractor shall provide written notification to residents within 500 feet of the nighttime work zone area. The Contracting Agency shall review and approve the form and content of any noise flyer or notice, prior to distribution by the Contractor. The Engineer will provide noise flyer or notice templates available for use by the Contractor. The Contractor shall provide the Engineer the noise flyer or notice, at least 11 working days prior to the start of nighttime work. The written notification shall contain the following information: ■ Legal project title, MP location, jurisdiction, description of the project, and description of the items of work to be performed at night by the contractor at that locatian. i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 77 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 ■ Start date and duration of the nighttime work. ■ List of the expected nighttime noise sources. ■ List of noise mitigation measures to be implemented. ■ 24 hour WSDOT complaint response number. ■ List of WSDOT contact names, email and phone number to refer. in case of questions or complaints. ■ WSDOT web page site where updated information about nighttime construction provide current information. This submittal time will allow the Engineer time to incorporate the Contractor's project specific information into the final version of the noise flyer or notice. The Engineer will provide the final approved version of the noise flyer or notice to the Contractor at least nine working days prior ta the start of night work. The Contractor shall distribute by mail or have hand delivered the approved noise flyers or notices to residents within 500 feet or more of the nighttime work zone area, depending upon jurisdiction, a minimum of seven working days prior to the start of the night work. No noise flysrS or notices shall be distributed without approval of the Engineer. Failure of the CantractQr to perform all obligations under this Special Provision will result in the suspension of all night work. The Cantractor shall be responsible for obtaining all variances to perform work outside the project. Copies of the variances obtained by the Contracting Agency are available at the Project Engineer's Office. Other noise mitigation measures may be required, and it is understood that the Contractor is responsible for devising methods that comply with all ordinances. Compliance with the above noise mitigation measures shall not be considered a warranty that the equipment or the activity will comply with all local regulations. Payment All costs including observers, to comply with the noise variance requirements above shall be included in the associated items of work. (NWR November 5, 2007) Temporary Noise Shie/ds The Contractor shall furnish temporary wood frame noise shields constructed from standard building materials in accordance with the detail in the Plans. The shields shall be used to comply with the City of `*'' Federal Way *�" noise variance%xemption conditions listed elsewhere in this Special Provision. The number of noise shields will depend on the Contractor's method of performing the work. A!I costs associated with the temporary noise shields shall be included in *'`* in the associated items of work "**. �-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A087 18 � 1 L� ' ' � � ' � ' ' � � ' ' , �� ' 2 State Taxes 3 4 Section 1-07.2 is supplemented with the following: 5 6 (March 13, 1995) 7 The work on this contract is to be perFormed upon lands whose ownership obligates the 8 Contractor to collect State sales tax from the Contracting Agency. The provisions of 9 Section 1-07.2(2) apply. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 43 44 45 46 47 9 50 51 52 Environmental Regulations Section 1-07.5 is supplemented with the following: (September 20, 2090) Environmental Commitments The following Provisions summarize the requirements, in addition to those required elsewhere in the Contract, imposed upon the Contracting Agency by the various documents referenced in the Special Provision PERMITS AND LICENSES. Throughout the work, the Contractor shall comply with the following requirements: (August 3, 2009) The Contractor shall notify the Engineer a minimum of "�"` 5**'' calendar days prior to commencing any work in environmentally sensitive areas, mitigation areas, and wetland buffers. Installation of construction fencing is excluded from this notice requirement. At the time of notification, the Contractor shall submit a work plan for review and approval detailing how the work will be performed. Plan detai! must be sufficient to verify that work is in conformance with all contract provisions. (August 3, 2009) The intentional bypass of stormwater from all or any portion of a stormwater treatment system is prohibited without the approval of the Engineer. (August 3, 2009) � The Contractor shall dispose of all creosoted timber, creosote piling and associated debris as shown in the Plans in accordance with current federal, state, and locat regulations and provisions, and following Best Management Practices. Disposal shall be made in a landfill which meets the line� and leachate standards of the Minimum Functional Standards, Chapter 173-304 WAC. The Contractor shall provide receipts from the disposal facility to the Project Engineer. If the material is transported to a transfer station, the Contractor shall obtain dacumentation indicating that final disposal will comply with the standards referenced above. (August 3, 2009) Payment � All costs to comply with this special provision for the environmental commitments and requirements are incidental to the contract and are the responsibility of the Contractor. The Contractor shall include all related costs in the associated bid prices of the contract. Permits And Licenses Section 1-07.6 is supplemented with the following: �-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION �oaos7 19 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 43 44 46 47 48 49 50 51 52 (September 20, 2010) The Contracting Agency has obtained the below-listed permit(s) for this project. A copy of the permit(s) is attached as an appendix for informational purposes. Copies of these permits are required to be onsite at all times. AI{ contacts with the permitting agency conceming the below-listed permit(s) shall be through the Enginesr. The Contractor shall obtain additional permits as necessary. All costs to obtain and comply with additional permits shall be included in the applicable bid items for the work involved. *** 1. City of Federal Way Construction of Stonnwater General Permit 2. City of Federal Way Nighttime Noise Variance and Wo�lc Hour Waiver *** �******� Priar to the Notice to Proceed, the Contractor shall fill out, execute and submit a Transfer of Coverage to the Department of Ecology to transfer the Construction, Stormwater General Permit (NPDES and State Waste Discharge General Permit for Stormwate� Discharges Associated with Construction Activity) from the City to the Contractor. In addition, upon physical completion, the Contractor shall fill out, execute and submit a Notice of Termination #orm to the Department of Ecology. Copies of the completed Transfer of Coverage and the completed Notice of Termination shall be sent to the Engineer. See section 8-01 for related SWPP and stormwater monitoring requirements. See Appendices for a copy of the City's Construction Stormwater General Permit, for a copy of the City's Notice of Intent app{ication, and for blank copies of the Transfer of Coverage, and the Notice of Termination. �******� In accordance with RCW 58.24.040(8), no cadastral or geodetic survey monument may be disturbed without a valid permit to remove or destroy a survey monument, issued by the Washington State Department of Natural Resources. Permit applications can be obtained by calling the Public �and Survey OfFce at (360) 902-1194. The permit application shall be stamped by a registered Washington State Land Surveyor. Load Limits Section 1-07.7 is supplemented with the following: {March 13, 1995) If the sources of materials provided by the Contractor necessitates 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. Wages Genera! Section 1-07.9(1} is supplemented with the foAowing: (May 11, 2010) 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. WA100001. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10Aa67 20 � , � , � � �' ' ' � � � , � J � , ' ' I� ' � � C �,� , LJ ' � C' C' � ' 11 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 The State rates incorporated in this contract are applicable to all construction activities associated with this contract. (Apri12, 2007) 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: Landscane 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 applicab{e 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.wdof.gov/docs/sf1444.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 sxempt the use of form 1444 for the purpose of determining a federal classification wage rate. Requirements For Nondiscrimination Section 1-07.11 is supplsmented with the following: (January 3, 2011) Requirement For Affirmative Action to Ensure EQUaI Emplovment Oqportunitv (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. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 21 2 3 5 6 8 9 10 19 12 13 14 15 16 47 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 43 44 45 46 47 48 49 50 51 52 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 WA Benton; WA Franklin. Non-SMSA Counties WA Walla Walla. Yakima, WA: SMSA Counties Yakima, WA WA Yakima. Non-SMSA Counties WA Chelan; WA Douglas; WA Grant; WA Kittitas; Seattle�, WA: SMSA Counties: Seattle Everett, WA WA King; WA Snohomish. Tacoma, WA WA Pierce. 5.4 3.6 9.7 7.2 WA Okanogan. 7.2 6.2 � ,�� u � ' , ' ' , � � � Non-SMSA Counties 6.1 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 Cowlitr; I-5 SOUTHBOUND 3�OTH 3T OFF-RAMP CHANNELIZATION 10A067 4.5 3.8 WA Klickitat; WA Skamania; WA Wahkiakum. 22 LJ � � ' �J , � ' � u LJ �J C�� �.J � C J u ' ' C � C�' � ' ' 1 2 3 5 6 $ 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 5q 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 enforc�d 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 thraughout the length of the contraat, 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 ineeting 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 not�cation to the Office of Fede�al Contract Compliance Programs (OFCCP) within 10 working days of award of any construction sub'contract 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 geographica! area in which the contract is to be performed. The notification shall be sent to: District Director U.S. Department of Labor Office of Federal Contract Compliance Programs Seattle District Office 1111 Third Avenue, Suite 745 Seattle, WA 98101-3212 Additional information may be found at the U.S. Department of Labor website: http://www.dol.aov/ofccp/TAguides/ctaquide.htm 4. As used in this Notice, and in the contract resulting from this solicitation, the Covered Area is as designated herein. Standard Federal Eaual Emplovment Opportunifir Construction Contract Specifications jExecutive Order 11246) 1. As used in these specifications: a. Covered Area means the geographical area described in the solicitation from which this contract resulted; �-s SOUTHBOUND 320TH 3T OFF-RAMP CHANNELIZATION 10A067 23 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4•4 45 46 47 48 49 50 51 52 b. Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. Employer ldentification Number means the Federal Social Security number used on the Empioyer's Quarterly Federal Tax Retum, 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) Hispanic, a fluent Spanish speaking, Spanish sumamed person of Mexican, Puerto Rican, Cuban, Central American, South American, or other Spanish origin. (3) Asian or PacifiE Islander, a person having origins in any of the original peoples of the Pacific rim or the Paci�c Islands, the Hawaiian Islands and Samoa. (4) American Indian or Alaskan Na(tive, a person having origins in any of the original peoples of North America, and who maintain cultural ident�cation 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 an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith e1�ort 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 uvhich 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 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 24 L_ J � ' , IJ � � � ' ' ' ' ' ' , ' C ' , 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 pe�forming 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 worlc is being perFormed. The Contractor is expected to make substantially unifo�rn 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 thereta 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 complstion 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 ar 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 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 1-5 SOUTHBOl1ND 320TH ST OFF-RAMP CHANNELIZATION 10A067 25 2 3 5 6 7 8 9 10 11 12 13 14 15 16 'I 7 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 has not referred to the Contractor a minority person o� woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to r�eet its obligations. 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 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 extemally by including it in any advertising in the news media, specifically including minbrity 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. 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 senring 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 above, describing the openings, screening procedures, and tests to be used in the selection process. Encourage present minority and female employees to recruit other minority persons and women and where reasanable, provide after schooi, I-5 30UTHBOUND 32QTH ST OFF-RAMP CHANNELIZATION 10A067 26 ' � �� � ' ' �J C J L_� ' ' , �J , � , ' L� ' � � ' , � � LJ ' , LJ , ' LJ ' L_� � ��J ' 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27. 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 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. 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 femafe 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 lp). The efforts of a contractor association, joint contractor-union, contractor-cflmmunity, 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 �ctions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and. failure of such a group to ful�ll an obligation shall not be a defense for the Cantractor'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, 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 1-5 30UTHBOUND 320TH St QFF-RAMP CHANNELIZATION 10A067 27 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 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 affirmafive 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 fiRn debarred from Govemment contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these speci�cations 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 spec�cations, 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 responsibls official ta monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit repo�ts relating to the provisions hereof as may be required by the government and to keep records. Records shall at least incfude, for each employee, their name, address, tefephone 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: Washington State Dept. of Transportation Office of Equal Opportunity PO Box 47314 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 28 , , ' lJ ' ' � , , LJ , � LJ ' ' , ' ' 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 9 50 51 52 310 Maple Park Ave. SE Olympia WA 985047314 Ph: 360-705-7090 Fax: 360-705-6801 http:l/www.wsdot.wa.gov/equalopportun ity/default. htm May 25, 2010 Disadvantaged Business Enterprise Condition ofAward Participation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 apply to this contract. This goal is considered a condition of award. DBE Goals The Contracting Agency has established a goal in the amount of: *** Thirteen Percent (13%) of the contract total for DBE goals *"* DBE Eligibility Selection of DBEs DBEs proposed by the bidder shall be listed as certified DBEs in the Office of Minority and Women's Business Enterprise's (OMWBE) directory. Further, the DBE must be certified under the specific NAICS Code alndex Entr�' for the work being proposed. In other words, a DBE is not necessarily certified to perform work in all of the Index Entries of a NAICS code. The way to verify a DBE's NAICS Code Index Entry is to review a copy of a DBE's current certification letter. Be aware that certification letters are issued every three years and a finn may graduate from any one or more NAICS Codes at any time. This is because differenf NAICS codes (types of work) are subject to different business size standards for graduation. Therefore a DBE firm may graduate from one or more NAICS code(s) but retain DBE status in other NAICS code(s.) The work they perform under the graduated code(s) would no longer be eligible for DBE participation. It is in the bidder's best interest fo provide documentation as part of their bid proposal demonstrating that the proposed DBEs are cunently certified in the appropriate NAICS Code Index Entry. This will better support the bidder's position in the event that a DBE's certification status is questioned which may impact a bidder's responsiveness. You may want to consider ineluding a copy of the DBE's certi�cation letter with your bid proposal. A certi�cation letter is a letter from OMWBE to the DBE business owner advising them of their certification status and what specific NA/CS Code lndex Enfry(s) they are certified in to perform work. For example a cert�cation letter typically lists one or more NAICS Code Index Entry as follows, "The firm's certification is based on the following: North American Industry Class�cation System (NAICS) Code: 237310 - Guardrail Construction." The general overall description for NAICS code 237310 is, "Highway, Street, and Bridge Construction" and there are many subcategories�listed as Index Entries that the C?BE may or may not be able to perform. However, you may not claim DBE participation (on the Disadvantaged Business Enterprise tJtilization Certification) for work that falls outside the DBE's certified NAICS I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNEI.IZATION 70A067 29 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42. 43' 44 45 46 47 48 49 50 51 52 Code Index Entry. In this example for the purposes of DBE participation the bidder would be limited to the work this DBE perForms within the specific index entry, "guardrail installation." Therefore the only acceptable "Description of Work" in your Disadvantaged Business Enterprise Utilization Certi�cation is "guardrail installation". See, http://www.census.aov/eos/www/naics/ A list of firms certified by OMWBE is available from that office and on line through their website (http://www.omwbe.wa.gov/biznetwas/mainmenu.asp) or by telephone at (360) 704-1181. It is the responsibility of the bidder to confirm with OMWBE that the certification of any proposed DBE firm is current and that the firm is certified in the NAICS Code lndex Entry for the work being proposed. In establishing the certification status of any subcontractor or supplier, the bidder may rely upon the website list and upon written commitments or documents from OMWBE provided that information is obtained no earlier than seven days prior to the time set for bid submittals. Again the best source of information is the DBE's current certification letter obtained from the DBE, OMWBE, or the WSDOT Office of Equal Opportunity. Proposed firms not meeting the specified requirements at the time fixed for the opening of bids will not be credited by the Contracting Agency for the purpose of ineeting the goals and the Bidders Bid Proposal will be rejected for being nonresponsive. The amounts committed to a non-certified firm or for an element of wo�rk not classified within the DBE's NAICS Code Index Entry of certification will not be counted in the evaluation of the bidder's DBE submittal. In the event that a DBE firm Ifsted is certified at the time of the submission of the bid, but the listed DBE firm is subsequently determined to be ineligible prior to execution of the contract, then the contract execution will proceed and the Contractor will be required to substitute a ce�tified DBE firm for the same amount or to make a good faith effort to do so. . Counting DBE Participation Toward Meeting the Goal and Substitution Requirements When a DBE firm participates in a contract, only the vafue of the work actually perFormed by the DBE will be counted towards the DBE goal. 1. Count the entire amount of the portion of the contract that is performed by the DBE's own forces. Include the cost of supplies and materials obtained by the DBE for the work of the contract, including supplies purchased or equipment leased by the DBE (except supplies and equipment the DBE Subcontractor purchases or leases from the Prime Contractor or its affiliates, unless the Prime Contractor is also a DBE). Wark perFormed by a DBE, utilizing resources of the Prime Contractor or its affiliates will not be counted toward DBE goals. 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 must have prior written approval from the Contracting Agency. The arrangement must not erode a DBE firm's ability to perform a Commercially Useful Function (See discussion of CUF, below). i� SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 30 ' � � C , C � � , L_J ' � � � � L� � , ' � � ' ' Ll I J � C� � � � ' � ' ' � � , � 1. 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 2. Count the entire amount of fees or commissions charged by a DBE firm for providing a bona fide service, such as professional, technical, consultant, or managerial services, or for providing bonds or insurance. 3. When a DBE subcontracts part of the work of its contract to another firm, the value of the subcontracted work may be counted towarcl the DBE goal only if the DBE's lower tier Subcontractor is also a DBE. Wo�lc that a DBE subcontracts to a non-DBE firm does not count toward the DBE goal. The DBE firm may further subcontract to lower tier DBE subcontractors to the extent specified by se�tion 1-08.1. 4. When a non-DBE subcontractor further subcontracts to a lower-tier subcontractor or supplier who is a certified DBE, then that portion of the work further subcontracted may be counted toward the DBE goai, so long as it is a distinct clearly defined portion of the work of the subcontract that the DBE is perForming in a commercially useful function with its own forces. 5. Continue to count the work subcontracted to a decert�ed DBE firm after decertification, provided the prime contractor had a subcontract in force before the decertification and the prime contractor's actions did not influence the DBE's decertification. DBE Prime Contractor A DBE prime Contractor may only count the work performed with its own forces and the work performed by DBE Subcontractors and DBE suppliers. In the event that the DBE Prime contractor becomes decertified during the contract, for reasons other than graduation from the program, the portion of the work performed after the decertification will not count toward the goal. If this work is part of the Condition of Award the prime will be required to meet the Condition of award and may do so by increasing the dollars and work to another DBE firm in an amount equal to that which can not be counted, utilize the dollars committed/paid to a non-COA DBE who is already on the project, or make a good faith effort to do so. If the reason for decertification is for graduation, the work of the decertified DBE prime contractor may continue to be counted toward the goaL 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 will count toward COA DBE goal In the event that the DBE Joint Venture contractor becomes decertified during the contract, for reasons other than graduation from the program, the portion of the work performed after the decertification will not count toward the DBE goal. If this work is part of the Condition of Award the Joint Venture will be required to meet the Condition of award and may do so by increasing the dollars and work to another DBE firm in an amount equal to that which can not be counted, utilize the dollars committed/paid to a non-COA DBE who is already on the project, o� make a good faith effort to do so. If the reason for decertification is for graduation the work of the decertified DBE Joint Venture contractor may continue to be counted toward the goal. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A067 31 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 48 49 50 51 52 Changes in the Quantity of Work Owner initiated Change Orders In the event the Contracting Agency reduces quantities or deletes work items that impact a DBE's work and insufficient work remains on the contract, the Contracting Agency may relieve the prime contractor from attainment of that portion of the goal. 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 and that work is completed according to the contract, the contractor shall not be required to substitute work for the portion of the COA not achieved. Contractor-Initiated Proposals—General 1. Reductions or Deletions Any reduction or deletion of Condition of Award DBE work that is proposed bythe Contracto� under this provision shall not be permitted without the express prior written consent of the Contracting Agency, including concurrence by WSDOT/OEO, which shall have the discretion to deny approvaL The Contractor must notify and obtain written approval from the contracting agency prior to replacing a DBE or making any change in the pa�ticipation. Approval fo� replacement will be granted only if it is demonstrated that the DBE is unable or unwilling to perform. The Contractor must make every good faith effort to find another certified DBE subcontractor to substitute for the original DBE. The good faith efforts shalf be directed at finding another DBE to perform at least the same amount of work under the contract as the original DBE, to the extent needed to meet the contract goal. Any deviation from the DBE condition-of-award letter or contract specifications must be approved by Change Order issued by the Contracting Agency. The Contractor shall notify afFected DBEs in writing of any changes in the scope of work which result in a reduction in the dollar amount of condition-of-award to the contract. In addition to the above requirements for reductions in the Condition of Award, additional requirements apply to the two cases of Contractor- Initiated work substitution proposals. Where the contract allows altemate work methods which serve to delete or create underruns in condition of award DBE work, and the Contractor selects that alternate method or, where the Contractor proposes a substitute work method or material that serves to diminish or delete work committed to a DBE and replace it with other work, then the Contractor must demonstrate one of the following: a. That the replacement work will be performed by the same DBE (as long as the DBE is certified in the respective item of work) in a modification of the Condition of Award agreement; or b. That the DBE is aware that its work will be deleted or will experience underruns and has agreed in writing to the change. If i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 1QA067 32 �I �� � �� ' � ' � � � , ' ' L� � u � ' 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 this occurs, the Contractor shall substitute other work of equivalent value to a certified DBE or provide documentation of good faith efforts to do so; or c. That the DBE is not capable of performing the repiacement wo�ic or has declined to perform the work at a reasonably competitive price. If this occurs, the Contractor shall substitute other wo�lc of equivalent value to a certified DBE or provide documentation of good faith efforts to do sa 2. Additions As stated above, any change in the condition of award will be evidenced by a change order. Where the revision includes work committed to a new DBE subcontractor, not previously involved in the project, then a Request to Sublet shall be submitted in accordance with Section 1-08.1. If the commitment of work is in the form of additional tasks assigned to an existing subcontractor, then a new Request to Sublet shall not be required. However, the Contractor must document efforts to assure that the existing DBE subcantractor is capable af performing the additional work and has agreed (in writing) to the change. Commercially Useful Function Payments to a DBE firm will count toward DBE goals only if the DBE is performing a commercially useful function on the contract. 1. A DBE performs a commercially useful function when it is responsible for execution of the work of the contract and is carrying out its responsibilities by actually perforrning, managing, and supervising the work involved. To perform a commercially useful function, the DBE must also be �esponsible, with respect ta materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material, installing (if applicable) and paying for the material itself. 2. 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 in order to obtain the appearance of DBE participation. Trucking Use the following factors in determining 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 it is listed on a particular contract. 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 total value of the transportation services it provides on the contract using trucks it owns or leases, licenses, insures, and operates with drivers it employs. 1-5 SOUTHBOt1ND 320TH ST OFF-RAMP CHANNELIZATION 10A067 33 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 4. For purposes of this paragraph a lease must indicate that the DBE has exWlusive use of and control over the truck. This does not preclude the leased truck from working for others during the term of the lease with the consent of the DBE, so long as the lease gives the DBE absolute priority for use of the leased truck. Leased trucks must display the name and identification number of the DBE. 5. The DBE may lease trucks from another DBE firm and may enter an agreement with an owner-operator who is certified as a DBE. The DBE who leases trucks from another DBE or employs a DBE owner-operator receives credit for the total value of the transportation services the lessee DBE provides on the contract. 6. The DBE may also lease trucks from a non-DBE firm and may enter an agreement with an owner-operator who is a non-DBE. The DBE who leases trucks from a non-DBE or employs a non-DBE owner-operato� is entitled to credit only for the fee or commission it receives as a result of the lease arrangement. The DBE does not receive credit for the total value of the transportation services provided by the lessee, since these services are not provided by a DBE. 7. In any lease or owner-operator situation, as described in paragraphs 5& 6 above, the following rules shall apply: • A written lease/rental agreement on all trucks leased or rented, showing the true ownership and the terms of the rental must be submitted and approved by the Contracting Agency prior to the beginning of the work. The agreement must show the lessor's name, trucks to be leased, and agreed upon amount or method of payment (hour, ton, or per load). All lease agreements shall be for a long-term relationship, rather than for the individual project. Does not apply to owner-operator arrangements. Only the vehicle, (not the operator) is leased or rented. Does not apply to owner-operator arrangements. 8. In order for DBE project goals to be credited, DBE trucking �rms must be covered by a subcontract or a written agreement approved by the Contracting Agency prior to performing their portion of the 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 1. Counting If the materials or supplies are obtained from a DBE manufacturer, count 100 percent of the cost of the materials or supplies toward DBE goals. 2. Definition I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 34 � � � � � � �� � � � J L� � , ' � � ' � � ' 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 To be a manufacturer, the firm operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the contract and of the general character described by the specifications. 3. In order to receive credit as a DBE manufacturer, the firm must have received an "on-site" review and been approved by WSDOT OEO to operate as a DBE Manufacturing firm prior to bid.opening on any USDOT federally-assisted contract. Use of a DBE manufacturer that has not received an on-site review and approval by WSDOT OEO prior to bid opening will result in the bid being declared non-respansive. To schedule a review, the manufacturing firm must submit a written request to WSDOT/OEO and may not receive credit towards DBE participation until the completion of the review. Once a firm's manufacturing process has been approved in writing, it is not necessary to resubmit the firm for approval unless the manufacturing process has substantially changed. Information on approved manufacturers (per contract) may be abtained from WSDOT OEO. Regular Dealer 1. Counting If the materials or supplies are purchased from a DBE regular dealer, 60 percent of the cost of the materials or supplies will count toward DBE goals. 2. Definition a) To be a regular dealer, the firm must own, operate ar maintain a store, warehouse, or other establishment in which the materials, supplies, articles or equipment of the general character described by the specifications and required under the contract are bought, kept in stock, and regularly sold or leased to the public in the usual course of business. {t must also be an established, �egular business that engages, as its principal business and under its own name, in the purchase and sale or.lease of the products in question. b) A person may be a regular dealer in such bulk items as petroleum products, steel, cement, gravel, stone, or asphalt without owning, operating, or maintaining a place of business, as provided elsewhere in this specification, if the person both owns and operates distribution equipment for the products. Any supplementing of regular dealers' own distribution equipment shall be by a long-term lease agreement and not on an ad hoc or contract-by-contract basis. c) Packagers, brokers, manufacturers' representatives, or other persons who arrange or expedite transactions are not regular dealers. 3. Regular dealer status is granted on a contract-by-cantract basis. To obtain regular dealer status, a formal written request must be made by the interested supplier (potential regular dealer) to WSDOT/DEO.OEO must be in receipt of this request at least seven (7) calendar days prior to bid opening. Included in the request shall be a full description of the project, type of business operated by the DBE, and the manner the DBE will i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 35 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 44 45 46 47 48 49 50 51 52 operate as a regular dealer on the specific contract. Rules applicable to regular dealer status are contained in 49 CFR Part 26.55.e.2. Once the request is reviewed by WSDOT OEO, the DBE supplier requesting it will be notified in writing whether regular dealer status was approved. DBE firms that are approved as regular dealers for a contract (whenever possible) will be listed on the WSDOT Internet Homepage at: www.wsdot.wa.gov/biz/contaa/ prior to the time of bid opening. In addition, bidders may request confirmation of the DBE supplier's approval to operate as a regular dealer on a specific contract by writing the Office of Equal Opportunity, Washington State Department of Transportation, P.O. Box 47314, Olympia, WA 985047314 or by phone at (360) 705-7085. Use of a supplier that has not received approval as a regular dealer prior to bid opening will result in the bid being declared nonresponsive. (unless the contribution of the regular dealer was not necessary to meet the projECt goal). Materials or Supplies Purchased from a DBE With respect to materials or supplies purchased from a DBE who is neither a manufacturer nor a regular dealer, the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on a job site may be counted toward the goal. No part of the cost of the materials and supplies themselves may be applied toward DBE goals. DBE Utilization Ce�t�cation To be eligible for award of the contract, the bidder must properly complete and submit a DBE Utilization Certification which has been made a part of the bidder's formal bid proposal. The Ce�t�cation will be used by the Contracting Agency in determining whether the bidder's bid proposal satisfies the DBE contract requirements. For each DBE described in the Certification, the bidder shall state the project role and work item in which that DBE wi{I participate. A general description of the work to be performed by the DBE shall be included. If a DBE will perForm a partial item of work, the bidder shall also include a dollar amount for each partial item of work. The bidder shall also include a dollar amount for each DBE listed in the Certification that will be applied towards meeting or exceeding the assigned DBE contract goal. Do not list Mobilization or any other description of work that may be interpreted to be outside of a DBE's certified NAICS Code Index Entry. Instructions for filling out your; "Disadvantaged Business Enterprise Utilization Certification" The purpose of the Disadvantaged Business Enterprise Utilization Certification is to provide information about the bidder's efforts to subcontract work to DBEs. The required informatiori provides WSDOT with the necessary information to determine how and in what amounts the bidder will sublet to DBEs. Further the WSDOT can also determine in what capacity the DBE will be used which may impact what portion of the subcontracted amount may be applied to the goal. Lastly the WSDOT makes sure that the DBE is ready, willing and able to perForm the work. To be ready, willing and able a DBE must first be certified for the specific element of work. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 38 L.J � � � � ' � � � � � ' ! � � � !J � � , , � � , � �� �� C� ��, � � l� � � ' � � � � , 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 9 50 51 52 1. Name of DBE, Certificate Number a. The name and the certification number should be taken directly from the OMWBE directory http://www.omwbe.wa.aov/index.shtml b. Note; the participant must be a DBE. Absent DBE status, WBEs and MBEs are state (not federal) certifications and do not qualify for DBE participation. 2. Project Role a. This column should contain one of four items as described in the special provisions; i. Prime contractor ii. Sub contractor iii. Manufacturer iv. Regular dealer What you put in this field will impact what part of your subcontract you can claim as DBE participation (see Amount to be Applied Toward Goan 3. Description of Work. Do not take the description casually. This description will be used to determine if the DBE you intend to use is cert'rfied in the spec�c NAICS "Corresponding Index Entry" to perForm the work. � a. Do not expand the description to be all inclusive or to include general items such as mobilization. These types of items are not specific enough to determine what the bidder intends to pay the DBE to perform. b. The work description should be completed using terms that are cansistent with the NAICS Code Index Entry contained in the DBE's current certification letter. Do not rely on the DBE's "Business Description" contained in the certification letter or on the OMWBE website, or on "WSDOT Work Descriptars" for acceptable work descriptions. c. The bidder should request a copy of the DBE's current certification letter to understand what the DBE is certified to perForm. This is the best source of information. The bidder's description must fall under the NAICS "Corresponding Index Entry" assigned by the OMWBE in the certification letter. If the primary NAICS code description is assigned by the certification letter then the DBE quali�es for DBE credit in all of the "Corresponding Index Entries" listed under that NAICS code. 4. "Amount to be Applied Toward Goal," Note that portions of a DBE's quote may not c{�ualify as DBE participation. a. Do not assume that it is acceptable to list part of a quote (break apart a bid) without verifying it in writing from the DBE. b. In the case of a manufacturer or regular dealer, do not list the entire amount. Refer to the specifications for how much of the payment to the DBE may be applied toward the goal. c. It is in your best interest not to minimize the amount listed to keep it close to the goaL i. It may be interpreted as contrary to what was agreed to with the DBE. ii. .In the event of a minor DBE error or general total bid error correction � may result in your participation being less than the required amount. 5. Bottom of the form, "Disadvantaged Business Enterprise Subcontracting Goal," This is intended to be the required contract goal expressed as a percentage or dollar amount. 6. Bottom of the form, "DBE Total $." This is the sum of column �Amount to be Applied Toward Goa1," expressed as a dollar amount. I-5 SOUTHBOUND 320TH ST OFF-RA�MP GHANNELIZATION 10A067 37 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Contrary to popular belief the "Disadvantaged Business Enterprise Subcontracting GoaP' will not be increased to equal "DBE Total $. It is in your best interest to maximize DBE participation to accommodate any potential errors in your bid or certification. Recommended attachments to your Disadvantaged Business Enterprise Utilization Certification: a. Attach a copy of the ce�tificatian letters for each DBE that you have listed in the DBE Utilization Cert�cation. b. Attach documentation demonstrating that you have followed up with the listed DBEs and you have agreement with �egard to entering into a contract. c. Attach documentation to on how you arrived at the amount to be applied to the goal. Reauired attachments to your Disadvantaged Business Enterprise Utilization Certification: a. Written confirmation from the DBE that it is in agreement with the prime contractor's commitment. Be aware that when reviewing bids for responsiveness, WSDOT will contact all listed DBEs to verify that the DBE submitted a quote to the bidder and agrees to the work as listed. Do not break a DBE's bid apart without their written agreement. DBE commitments listed on the DBE Utilization Certification must reflect a direct relationship befinreen the prime contract bidder and the DBE firm in order to count the amount of DBE participation towards the goal. Bottom line; In order to be considered responsive, you must submit as part of your bid an accurate and verifiable "Disadvantaged Enterprise Utilization Certification" which demonstrates that you have either met the required DBE goal or you must provide adequate "Good Faith Effort" documentation as to why you were unable to obtain sufficient DBE participation to meet the goal. In addition, provide written confirmation from the DBE that it is in agreement with the prime contractor's commitment. In the event of arithmetic errors in completing the Certification, the amount listed to be applied towards the goal for each DBE shall govern and the DBE total shall be adjusted accordingly. The information and commitments demonstrated in the Certification shall become a condition of any subsequent award of a contract to that bidder and the Cert�cation itself shall become a part of the subsequent contract. The Contracting Agency shall consider as non-responsive and shall reject any bid proposal submitted that does not contain a DBE Certification or contains a DBE Certification that fails to demonstrate that the bidder will meet the DBE participation requirements in one of the manners permitted by the c:ontract as described below. I-5 SOUTHBOUND 320TH ST OFF-RNNP CHANNELIZATION 10A067 38 ' � � I � � LJ� � � u l� � � � � � � � i t� � 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Setection of Successful Bidder/Good Faith Efforts The successful bidder shall be selected on the basis of having submitted the lowest responsive bid, which demonstrates good faith effort to achieve the goal. Good faith efforts must be provided with the bid proposal. The first step in demonstrating good faith efforts is to document, through the DBE Utilization Certi�cation, that the bidder has obtained enough DBE participation to meet or exceed the assigned DBE goal. If the bidder is unable to meet the goal as demonstrated above, the bidder shall supply documentation in addition to the DBE Utilization Certification of their good faith efforts to meet the DBE assigned contract goal. The additional documentation, if required, must be provided with the bid proposal. Based upon all of the relevant documentation submitted with the bid, the Contracting Agency shall determine whether the bidder has made a sufficient good faith effort to seek DBE participation. The Contracting Agency will make a fair and reasonable judgment whether a bidder that did not meet the goal made adequate good faith efforts. The quality, quantity, and intensity of the different kinds of efforts that the bidder has made will be considered. A determination will be made whether the efforts employed by the bidder were ttiose that one could reasonably expect a bidder to take if the bidder were actively and aggressively trying to obtain DBE participation sufficient to meet the DBE contract goal. Mere pro forma efforts will not be considered to be good faith efforts ta meet the DBE contract requirements. The following is a list of types of actions, which will be considered as part of the bidder's good faith efforts to obtain DBE participation. It is not intended to be a mandatory check{ist, nor is it intended to be exclusive or exhaustive. Other factors or types of efforts may be relevant in appropriate cases: 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; 2. Contacting local Tribes, Tribal Employment Rights Offices {TERO) conceming the subcantracting 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, conceming 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 Firms for the selected subcontracting or material supply work, in sufficient time to allow the snterprises to paficipate effectively; 6. Follow-up by the bidder of initial solicitations of interest by contacting the DBEs to determine with certainty whether they were interested. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A067 39 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Documentation of this kind of action may include the information outlined below: a. The names, addresses, telephone numbers af 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 o� 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; 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 DBE Supportive Services by contacting the Office of Minority and Women's Business Enterprises DBE Supportive Services Offices: Seattle: (206) 553-7356 Tacoma: (253) 680-7393 If, after review of the documentation provided in the bidder's proposal, the Contracting Agency determines that a good faith effort was made to secure DBE participation, the assigned DBE goal will not be reduced to the bidder's partial commitment. However, the bidder will be formally advised in the award letter that the partial commitment will satisfy the terms of the contract and there will be no adverse effect on the Contractor as a result of the reduced attainment. Should the low and otherwise responsive bidder fail to meet the DBE participation requirements in one of the manners provided in the proposed contract, its bid 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A067 40 � � � � i �I � , � � � �� � � � L� 1 3 5 6 7 8 9 1q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 proposal will be rejected as non-responsive and the next lowest responsive bid accepted unless the Contracting Agency chooses to reject all bids. Administrative Reconsideration 1. A bidder has the right to reconsideration in the event its bid has been found to be nonresponsive due to a failure to make adequate good faith efForts to meet the DBE goal requirements of this specification. The bidder must request reconsideration within five working days of notification of being nonresponsive or forfeit the right to reconsideration. 2. The Contracting Agency's decision on reconsideration of the bidders good faith efforts shall be made by an official who did not take part in the original determination that the bidder failed to meet the goal or make adequate good faith efforts to do sa ' 3. The bidder shall have the opportunity to meet in persan with the official for the purpose of setting forth the bidder's position as to why the documents provided with its bid proposal supported adequate good faith efforts to meet the DBE contract requirements. The bidder's support for its position must be based on its bid submittal. The bidder may provide further explanation/clarification of the information and materials in the submittal, but no new materials or information will be considered by the official in reaching a decision on reconsideration. 4. The official shall send the bidder a written decision on reconsideration, explaining the basis for the finding as to whether the bidder's bid submittai supported adequate good faith efforts to meet the DBE contract requirements. The Contracting Agency has been advised that the United States Department of Transportation will not accept appeals concerning results of the reconsideration process. Procedures Between Award and Execution After award of the contract, the successful bidder shall provide the additional information described below. A failure to comply shall result in the forfeiture of the bidder's proposal bond or deposit. The Contracting Agency will notify the successful bidder of the award of the contract in writing and will include a request for a further breakdown of the �BE information. After award and prior to execution of the contract, the bidder shall submit the following items: (1) Additional information for all successful DBE's as shown on the DBE Utilization Certification: • Correct business name, federal employee identi�cation number (if available), and mailing address. • List of all bid items assigned to each successful DBE firm, including unit prices and extensions. • Description of pa�tial items (if any) to be sublet to each successful DBE firm specifying the distinct elements of wark under each item to be perfarmed by the DBE and including the dollar value of the DBE portion. 1-S SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 41 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Total amounts shown for each DBE shall not be less than the amount shown on the Utilization Certi�cation. This submittal, showing the DBE work item breakdown, when accepted by the Contracting Agency and resulting in contract execution, shall become a part of the contract. A breakdown that does not conform to the DBE Utilization Certification or that demonstrates a lesser amount of DBE participation than that included in the Certification will be returned for correction. The contract wifl not be executed by the Contracting Agency until a satisfactory breakdown has been submitted. (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 correct business name, federal employer identification number (optional) and a mailing address. The firms identified by the Contractor may be contacted to solicit general information as follows: 1. 2. age of the firm average of its gross annual receipts over the past three years Procedures After Execution Reporting , The Contractor shall submit a°QuarteHy Report ofAmounts Credited as DBE Participation" (actual payments) on a quarterly basis for any calendar quarter in which DBE work is accomplished or upon completion of the project, as appropriate. The quarterly reports are due on January 20�'� April 20�', July 2p and October 20"' of each year. The dollars reported will be in accordance with the "Counting DBE Participation" section of this specification. 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 Cantracting Agency. Damages for Noncompliance When a Contractor violates the DBE provisions of tt�e contract, the Contracting Agen�y may incur damages. These damages consist of additional administrative costs including, but not limited to, the inspection, supervision, engineering, compliance, and legal staff time and expenses necessary for investigating, reporting, and correcting violations as well as loss of federal funding. Damages attributable to a Contractor's violations of the DBE provisions may be deducted from progress payments due to the Contractor or from retainage withheld by the Contracting Agency as allowed by RCW 60.28.021. Before any money is withheld, the Contractor will be provided with a notice of the basis of the violations and an opportunity to respond. The Contracting Agency's decision to recover damages for a DBE violation does not limit its ability to suspend or revoke the Contractor's pre-qualification status or I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A087 42 � � � � � � � � � ' � � � � �� � 1 2 3 4 5 6 8 9 10 11 12 13 14 95 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 seek other remedies as allowed by federal or state law. In appropriate circumstances, the Contracting Agency may also refer the Contractor to state or federal authorities for additional sanctions. Required Disadvantaged Business Enterprise Provisions The Contractor 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 contracts, which contain funding assistance from the United States Department of Transpo�tation. 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. If the 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 regarding DBE, the Contracting Agency may withhold payment, suspend, or terminate the contract, and subject the Contractor to civil penalties of up to ten percent of the amount of the contract for each violation. In the case of WSDOT contracts, repeated violations, exceeding a single violation, may disqualify the 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 conditian precedent to the granting of a notice of award by the Contracting Agency. The 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 noti�cation. 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 Washingtan Administrative Code. Payment Compensation for all costs involved.with complying with the conditions of this specification and any associated DBE requirements is included in payment for the associated contract items of work. (August 2, 2010) Special Training Provisions General Requirements . The Contractor's equal employment opportunity, affirmative action program shafl include the requirements set forth below. The Contractor shal! provide on-the job training aimed at developing trainees to journeyman status in the trades involved. The number of training hours shall be "** Zero **". Trainees shall nat be assigned less than 400 hours. The Contractor may elect to accomplish training as part of the work of a subcontractor, however, the Prime Contractor shall retain the responsibility for complying with these Special Provisions. The Contractor shall also ensure that this training provision is made applicable to any subcontract that includes training. Trainee Approval The Federal government requires Contracting Agencies to include these training provisions as a condition attached to the receipt of Federal highway funding. The Federal govemment has determined that the training and promotion of inembers of certain minority groups and women is a primary objective of this training provision. 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 43 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The Contractor shall make every effort to enroll minority groups and women trainees to the extent such persons are available within a reasonable recruitment area. This training provision is not intended and shall not be used to discriminate against any applicant for training, whether that person is a minority, woman or otherwise. A non-minority male trainee or apprentice may be approved provided the following requirements are met: � 1. The Contractor is otherwise in compliance with the contract's Equal Employment Opportunity and On-the-Job Training requirements and provides documentation of the efforts taken to fill the specific training position with either minorities or females 2. or, if not otherwise in compliance, furnishes evidence of his/her systematic and direct recruitment efforts in regard to the position in question and in promoting the enrollment and/or employment of minorities and females in the c�aft which the proposed trainee is to be trained 3. and the Contractor has made a good faith effort towards recruiting of minorities and women. As a minimum this good faith effort shall consist of the following: • Distribution of written notices of available employment oppo�unities with the Contractor and enrollment opportunities with its unions. Distribution should inciude but not be limited to; minority and female recruitment sources and minority and female community organizations; • Records documenting the Contractor's efforts and the outcome of those efforts, to employ minority and female applicants and/or refer them to unions, • Records reflecting the Contractor's effo�ts in participating in developing minority and female on-the job training opportunities, including upgrading programs and app�enticeship opportunities; • Distribution of written notices to unians and training programs disseminating the Contractor's EEO policy and requesting cooperation in achieving EEO and OJT obligations. No employee shall be employed as a trainee in any classification in which the employee has successfully completed a training course leading to joumeyman status or in which the employee has been employed as a journeyman. The Contractor's records shall document the methods for determining the trainee's status and findings in each case. When feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. For the purpose of this specification, acceptable training programs are those employing trainees/apprentices registered with the following: 1. Washington State Department of Labor & Industries — State Apprenticeship Training Council (SATC) approved apprenticeship agreement: i.s SOUTHBOUND 320TH 3T OFF-RAMP CHANNELIZATION 10A067 44 � � � �� � � � , � � � L� � � 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2Q 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37. 38 39 40 41 42 43 44 45 46 47 48 49 50 51 a. Pursuant to RCW 49.04.060, an apprenticeship agreement shall be; � � an individual written agreement between an employer and apprentice a written agreement between (an employer or an association of employers) and an organization of employees describing conditions of emplayment for apprentices a written statement describing conditions of employment for apprentices in a plant where there is no bona fide employee organization. All such agreements shall conform to the basic standards and other provisions of RCW Chapter 49. 2. Apprentices must be registered with U.S. Department of Labor — Bureau of Apprenticeship Training (BAT) app�oved program. Or 3. Trainees participating in a non-BAT/SATC program, which has been approved by the contracting agency for the specific project. 4. For assistance in locating trainee candidates, the Contractor may call WSDOT's OJT Support Services Technical Advisor at (360) 705-7088, (206) 587-4954 or toll free at 1-866-252-2680. Obligation to Provide Information Upon starting a new trainee, the Contractor shall furnish the trainee a copy of the approved program the Contractor will follow in providing the training. Upon completion of the training, the Contractor shall provide the Contracting Agency with a certification showing the type and length of training satisfactorily completed by each trainee. Training Program Approval The Training Program shall meet the foffowing requirements: 1. The Training Program (DOT Form 272-049) must be submitted to the Engineer for approval prior to commencing contract work and shall be resubmitted when modifications to the program occur. 2. The minimum length and type of training for each classification will be as established in the training program as approved by the Contracting Agency. 3. The Training Program shall contain the trades proposed for training, the number of trainees, the hours assigned to the trade and the estimated beginning work date for each trainee. 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 45 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 4. Unless otherwise specified, Training Programs will be approved if the proposed number of training hours equals the training hours required by contract and the trainess are not assigned less than 400 hours each. 5. After approval of the training program, information concerning each individual trainee and good faith effort documentation shall be submitted on (DOT Form 272-050.) 6. In King County, laborer trainees or apprentices will not be approved on contracts containing less than 2000 training hours as specified in this Section. In King County, no more than twenty percent (20%) of hours proposed for trainees or apprentices shall be in #he laborer classification when the contract contains 2000 or more hours of training as specified in this Section. Trainees shall not be assigned less than 400 hours. 7. Flagging programs will not be approved. Other programs that include flagging training will only be approved if the flagging portion is limited to an orientation of not more than 20 hours. 8. It is the intention of these p�vvisions that training is to be provided in the construction crafts rather than clerk-typists or secretarial-type positions. Training is permissible in lower level management positions such as office engineers, estimators, timekeepers, etc., where the training is oriented toward construction applications. Some off-site training is permissible as long as the training is an integral part of an approved training program. 9. It is normally expected that a trainee will begin training on the project as soon as feasible after start of work, utilizing the skill involved and remain on the project as long as training opportunities exist in the wark classification or upon completion of the training program. It is not required that all trainees be on board for the entire length of the contract. The number trained shall be determined on the basis of the total number enrolled on the contract for a sign�cant period. 10. Wage Progressions: Trainees will be paid at least the applicable ratios or wage progressions shown in the apprenticeship standards published by the Washington State Depa�tment of Labor and Industries. In the event that no training program has been established by the Department of Labor and Industries, the trainee shaN be paid in accordance with the provisions of RCW 39.12.021 which reads as follows: Apprentice workmen employed upon public works projects for whom an apprenticeship agreement�has been registered and approved with the State Apprenticeship Council pursuant to RCW 49.04, must be paid at least the prevailing hourly rate for an apprentice of that trade. Any workman for whom an apprenticeship agreement has not been registered and approved by the State Apprenticeship Council shalf be considered to be a fully qualified journeyman, and, therefore, shall be paid at the prevailing hourly rate for journeymen. I-5 SOUTHBOUND 320TH ST OFF-RAINP CHANNELIZATION 10A067 . 46 � � � �� � � � � � � � L� 4 2 3 5 6 $ 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Compliance In the event that the Contractor is unable to accomplish the required training hours but can demonstrate a good faith effort to meet the requirements as specified, then the Contracting Agency will adjust the training goals accordingly. Requirements for Non BAT/SATC Approved Training Programs Contractors who are not affiliated with a program approved by BAT or SATC may have their training program approved provided that the program is submitted for approval on DOT Form 272-049, and the #ollowing standards are addressed and incorporated in the Contractor's program: • The program establishes minimum qualifications for persons entering the training program. • The program shall autline the work processes in which the trainee will receive supervised work experience and training on-the job and the allocation of the approximate time to be spent in each major process. The program shall include the method for recording and reporting the training completed shall be stated. • The program shall include a numeric ratio of tra+nees to joumeymen consistent with proper supervision, training, safety, and continuity of employment. The ratio language shall be specific and clear as to application in terms of job site and workforce during normal operations (normally considered to fall between 1:10 and 1:4). • The terms of training shall be stated in hours. The number of hours required for completion to journeyman status shall be comparable to the apprenticeship hours established for that craft by the SATC. The following are examples of programs that are currently approved: CRAFT HOURS Laborer 4,000 Ironworker 6,000 Carpenter 5,200-8,000 Construction Electrician 8,000 Operating Engineer 6,000-8,000 Cement Mason 5,400 Teamster 2,100 • The method to be used for recording and reporting the training completed shall be stated. • A numeric ratio of trainees to journeymen shall be established. It shall be . consistent with proper supervision, tra+ning, safety and continuity of employment. The ratio language shall be specific and clear as to appfication in terms of job site and workforce during normal operations. Measurement The Contractor may request that the total number of "training" hours for the contract be increased subject to approval by the Contracting Agency. This reimbursement will be made even though the Contractor receives additional training program funds I-5 SOUTHBOUND 320TH ST OFF-RAMP CkIANNELIZATION 10A067 47 2 3 �5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 48 49 50 51 52 from other sources, provided such other sources do not prohibit other reimbursement. Reimbursement to the Contractor for off-site training as indicated previously may only be made when the Contractor does one or more of the following and the trainees are concurrently employed on a Federal-aid project: • contributes to the cost of the training, • provides the instruction to the trainee, • pays the trainee's wages during the off- site training period. Reimbursement will be made upon receipt of a certified invoice that shows the related payroll number, the name of trainee, total hours trained under the program, previously paid hours under the contract, hours due this estimate, and dollar amount due this estimate. The certified invoice shall show a statement indicating the Contractor's effort to enroll minorities and women when a new enrollment occurs. If a trainee is participating in a SATC/BAT approved apprenticeship program, a copy of the certificate showing apprenticeship registration must accompany the first invoice on which the individual appears. Reimbursement for training occurring prior to approval of the training program will be allowed if the Contractor verbally notifies the Enginesr of this occurrence at the time the apprentice/trainee commences work. A trainee/apprentice, regardless of craft, must have worked on the contract for at least 20 hours to be eligible for reimbursement. Payment The Contractor will be reimbursed under the item "Training° per hour for each hour of training for each employee. Federal Agency Inspection Section 1 is supplemented with the fol{owing: (March 13, 1995) Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract; provided, hovuever, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcantract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be inciuded in each subcontract requiring the Subcontractors to insert the FHWA 1273 and amendments 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 amendments thereto, the applicable wage rates, and this Special Provision. Temporary Water Pollution/Erosion Control �-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 48 � � � � � � �.J I � � � � �� � � � � �: , � �� � � � L� � � � � � � � 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41. 42 43 44 45 46 47 48 49 50 51 Spill Prevention, Control and Countermeasures Plan Section 1-07.15(1) is supplemented with the following: (August 3, 2009) The Contractor shall address the following items in the SPCC Plan in addition to the requirements of Section 1-07.15(1): Mixing, Transfers, $ Storage 1. All oil, fuel or chemical storage tanks or containers shall be diked and located on impervious surfaces so as to prevent spill from escaping. 2. All liquid products shall be stored and mixed on impervious surfaces in a secure water tight environment and provide containmen# to handle the maximum volume of liquid products on site at any given time. 3. Proper security shall be maintained to prevent vandaiism. 4. Drip pans or other protective devices shall be required for all transfer operations. Spills Paint and solvent spills shall be treated as oil spi�lls and shall be prevented from reaching storm drains or other discharges. No cleaning salvents or chemicals used for tool or equipment cleaning may be discharged to the ground or water. Malntenance of Equipment Fuel hoses, oil drums, oil or fuel transfer valves and fittings, etc, shall be checked regularly for drips or leaks and shall be maintained and stored properly to prevent spills into State waters. Disposal Spilled waste, chemicals or petroleum products shall be transported off site for disposal at a facility approved by the Department of Ecology. The materials shall not be discharged to any sanitary sewer without approval of the local sewer authority. ReporEing and Cteanup The Contractor's designated person for managing and implementing the SPCC Plan shall report hazardous material spills as follows Spills into State water (including ponds, ditches, seasonally dry streams, and wetlands) — Immediately call all of the following: National Response Center WA State Div. of Emergency Management (24 h�) Ecology Northwest Regional Office 1-800-4248802 1-800-25&5990 1-425-649-7000 Spill to Soil (Including encounters of pre-existing contamination): Ecology Northwest Regional OfFice I-5 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 49 1-425-649-7000 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Report immediately if threatening to health or environment (i.e., explosive, flammable, toxic vapors, shallow groundwater, nearby creek), otherwise within 90 days Underground Storage Tank (confirmed release of material) Ecology Northwest Regional Office Report within 24 hours Protection And Restoration Of Property Vegefation Protection and Resforation Section 1-07.16(2) is supplemented with the following: (August 2, 2010) Vegetation and soil protection zones for trees shall extend out from the trunk to a distance of 1 foot radius for each inch of trunk diameter at breast height. Vegetation and soil protection zones for shrubs shall extend out from the stems at ground level to twice the radius of the shrub. Vegetation and soil protection zones fo� herbaceous vegetation shall extend to encompass the diameter of the plant as measured from the outer edge of the plant. Section 1-07.16(2) is supplemented with the following: (NWR August 30, 2004) Wetland / Vegetation Protection No activity of any kind is allowed within the high visibility► fence line. High visibility construction fencing shall be located a minimum of ten feet from the existing trunks of trees or aiong the drip line of vegetation, whichever is the greater distance. Utilities and Similar Facilities The second paragraph of Section 1-07.17 is supplemented with the following: (April 2, 2007) 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: *** Puget Sound Energy 14103 8th St. E Summner, WA 98390 Contact: Dennis Booth Telephone: 253-606-4787 � � 1-425-649-7000 � L� � I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A067 50 � � � � � � � � � 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 1$ 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 1 Lake Heaven Utility District 316271 St. Ave. S. Federal Way. WA 98003 Contact Wes Hill Telephone: 253-946-5440 *** Public Liability and Property Damage Insurance Section 1-07.18 is deleted and replaced with the following: 1-07.18 Insurance (May 90, 2006 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. BesYs 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 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. !f 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. All insurance policies and Certificates of Insurance shall include a requirement providing for a minimum of 30 days prior written notice to the Contracting Agency of any cancellation in any insurance policy. G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). i-s 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 51 2 3 5 6 8 9 10 11 12 13 14 15 H. The.Contractor shail not begin work under the contract until the required insurance has been obtained and approved by the Contracting Agency. Failure on the part of the Contractor to maintain the insurance as required shall constitute a mater�al 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 fo� insurance shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made. 1-07.'l8(2) Additional Insured � � � � 16 All insurance policies, with the exception of P�ofessional Liability and Workers 17 Compensation, shall name the following fisted entities as additional insured(s): 18 ■ the Contracting Agency and its officers, elected officials, employees, agents, and 19 volunteers 20 ■ the State, the Governor, the Commission, the Secretary, the Department, all officers 21 and employees of the State, and their respective members, directors, officers, 22 employees, agents and consultants. 23 24 25 26 27 28 29 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 othenaise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and iRespective 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. �� 30 Contractor shall ensure that each subcontractor of every tier obtains and maintains at a 31 minimum the insurance coverages listed in 1-07.1$(5)A and 1-07.18{5)B. Upon request of 32 the Contracting Agency, the Contractor shall provide evidence of such insurance. 33 34 1-07.18(4) Evidence of Insurance 35 The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and 36 endorsements for each policy of insurance meeting the requirements set forth herein when 37 the Contractor delivers the signed Contract for the work. The certificate and endorsements 38 must conform to the following requirements 39 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 1-07.18(3) Subcontractors � �� � 40 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1- � 41 07.18(2) as Additional Insured(s), showing the policy number. The Contractor may 42 submit a copy of any blanket additional insured clause from its policies instead of a 43 separate endarsement. A statement of additional insured status on an ACORD � 44 Certificate of Insurance shall not satisfy this requirement. 45 46 48 49 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 � LJ I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 52 � r � � � � 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 from liability in excess of such limits. All deductibles and self-insured rete�tions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor. 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 bne 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: $3,OQ0,000 $3,000,000 $1,000,000 $1,000,000 Each Occurrence General Aggregate Products & Completed Operations Aggregate Personal & Advertising lnjury, each offence Stop Gap / Employers' Liability $1 Each Accident $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee � � 22 23 24 25 26 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 "poltutants" are to be transported. Such policy(ies) mustprovide the following minimum limit: $3,000,000 combined single limit � � 27 28 29 30 31 32 33 34 35 36 37 1-07.18(5)C Workers' Compensation The Contractor shafl comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the state of Washington. Public Convenience and Safety Construction Under Tra�c Section 1-07.23(1) is supplemented with the following: I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 53 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 (apr�i 2, 2007� Work Zone Clear Zone 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 approv�l. Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: Posted Speed Distance From Traveled Way Feet 35 m h or less 10 " 40 m h 15 45 to 55 m h 20 60 m h or reater 30 * ar 2 feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance �******� Lane closures, roadway closures, and shoulder closures are subject to the following restrictions: "** Lane closure on SB 1-5 wiN be allowed as follows: One lane closed Sunday to Thursday (nightly) 8:00 pm to 6:00 am Lane ciosure on S. 320th St. (Eastbound and Westbound) will be allowed as follows: I-5 SOUTHBOUND 320TH ST OFF-RNNP CHANNELIZATION 10A067 54 � � � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4Q 41 42 43 44 45 46 47 4$ 49 50 One lane closed (finro lane or three lane section) Sunday to Thursday (nightly) 9:00 pm to 6:00 am Two lanes closed (three lane section only) Sunday to Thursday (nightly) 10:00 pm to 6:00 am Multiple lane closure in the same direction on S. 320th St. that shifts traffic to the opposing lanes maintaining one lane of traffic in each direction will be allowed during the following hours: Sunday to Thursday (nightly) 10:00 pm to 5:00 am One lane closure on SB I-5 exit to S. 32Qth St. will be allowed as follows: Sunday to Thursday {nightly) 8:00 pm to 6:00 am Ramp closure will be permitted as follows: SB I-5 exit to S. 320th St. Sunday to Thursday (nightly) 10:00 pm to S:OQ am A maximum of 6 closures will be permitted. S. 320th St. to SB t-5 Sunday to Thursday {nightly) 9:00 pm to 5:00 am A maximum of 2 closures will be permitted. EB S. 320th St. loop ramp to NB I-5 Sunday to Thursday (nightly) 9:00 pm to 5:00 am A maximum of 2 closures will be permitted. NB I-5 exit to S. 320th St. Sunday to Thursday (nightly) 9:00 pm to 5:00 am A maximum of 2 closures will be permitted. WB S. 320th St. to NB I-5 Sunday to Thursday (nightly) 9:00 pm to 5:00 am A maximum of 2 closures will be permitted. Simultaneous ramp closure of S. 320th St. to SB I-5, EB S. 320th St. loop ramp to NB I-5 and NB I-5 exit to S. 320th St. will be allowed during �the following hours: Sunday to Thursday (nightly) 10:00 pm to 5:00 am A maximum of 2 closures will be permitted. Ramp clasures will not be permitted simultaneously with 1-5 SR 161/SR 18 Triangle Improvement project. Short duration shoulder closures will be permitted as follows: Sunday to Thursday (nightly) 8:00 pm to 5:00 am Long duration shoulder closure protected by temporary concrete barrier on the SB I-5 exit to S. 320th St. will be allowed as shown in the plans**'` I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 55 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 � 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 If the Engineer determines the pennitted closure hours adversely affect traffic, the Engineer may adjust the hours accordingly. The Engineer wil! notify the Contractor in writing of any change in the closure hours. No lane, ramp, roadway, and shoulder closure will be allowed on a holiday or holiday weekend, or after 12:00 (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. (NWR August 21, 2006) In addition, no lane closures will be allowed during the following time periods: Midnight through noon the day following a holiday or holiday weekend. (NWR November 10, 2003) Annual SeafaiK Hydroplane Race Weekend: Noon Friday to 8:00 PM Sunday. (NWR December 8, 2003) Miscellaneous Special Events as follows: City of Federal Way Han Woo-Ri. June 17th to June 19th 2011 City of Fede�al Way Women's Triathlon July 9th to July 10th 2011 City of Federal Way Salmon Bake July 15th 2011 (NWR March 6, 2000) Construction vehicles using a closed traffic lane shal! travel only in the normal direction of traffic flow unless expressly allowed in an approved traffic control plan. Construction vehicles shall be equipped with flashing or rotating amber lights. Work over an open lane of traffic will not be allowed, unless a plan for the protection of the traveling public from debris falling onto the traveled way is approved by the Engineer. This protection shall remain in place during constn.iction and meet minimum vertical clearance for the highway. Controlled Access No special access or egress will be allowed the Contractor other than normal legal movements or as shown in the Plans. �'�') Signs and Traffic Control Devices All signs and traffic control devices for the permitted closures shall only be installed during the specified hours. Construction signs, if placed earlier than specified hours of closure, shall be turned or covered so as not be visible to motorists. Hours of Darkness I-5 SOUTHBOUND 320TH 3T OFF-RAMP CHANNELIZATION 70A067 5B � � � � � � I � t � � � � � � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 The Contractor shali, at no additional cost to the Contracting Agency, make all arrangements for operation during hours of darkness. Flagger stations shali be illuminated using a minimum 150-watt floodlight. Lighting used for night work shaN, whenever possible, be directed away from or shielded from, residences and oncoming traffic. (NWR November 7, 2005) TrafFc Blockage for Mast Arm Erection During erection of mast arm assemblies, the Contractor may, with the authorization of the Engineer, block all traffic for maximum durations of fiftesn minutes befinreen the hours of *"" 10:00 PM *** and """ 5:00 AM - Monday through Thursday ***. These fifteen-minute blockages shall be separated by an interva! long enough to � allow the delayed vehicles to clear. (NWR March 7, 2005) Signal Turn-On Signal tum-on for new or rebuilt control equipment will be permitted Monday through Thursday, between "** 10:00 PM **" and *** 5:00 AM '`** the same day. �*«*«**� During signal turn-on, the Contractor shall provide uniformed off-duty police officer to manually control intersections. (NWR March 6, 2000) Advance Noti�cation The Contractor shall notify the Engineer in writing 5 working days in advance of any lane closure, sidewalk closure, or both. (NWR March 6, 2000) The Contractor shall notify the Engineer in writing 10 working days in advance of any ramp closure, roadway closure, or both. (NWR March 6, 2000) Public Notification The Contractor shall furnish and install information signs that provide advance not�cation of a ramp closure, road closure, or both, a minimum of five working days prior to the closure. The signs shall have a black legend on a white reflective background. Sign locations, messages, letter sizes, and sign sizes are shown in the Plans. The Contractor shall notify the Washington State Patrol; local fire, police, emergency service, and city engineering departments; Medic 1 and Metro Transit (206-6842732) when applicable; other transit companies; and the affected school district(s) in writing a minimum of five working days prior to each closure. The Contractor shall furnish copies of these noti�cations to the Engineer. Construction and Maintenance of �etours Section 1-07.23(2) is supplemented with the following: 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 57 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 (December 1, 2008) Pedestrian Control and Protection If no altemative is proposed within the contract plans, all existing pedestrian routes and access points within the project limits, including sidewalks and crosswalks, shall remain open and clear at all times. The Contractor may propose Traffic Control Plans (TCP's) that comply with the MUTCD, ADA requirements, and these Specifications. Contractor proposed TCP's detailing the altemative accessible pedestrian route shall be approved by the Engineer prior to implementation. The plans will eithe� be retumed for correction, approved as noted, o� approved for use by the end of a 10-day review period. Each time the plan is retumed for correction, an additional 10-day review period may be necessary. When the Engineer allows work areas to encroach upon a sidewalk or crosswalk area, and minimum clear width of 48-inches cannot be maintained for pedestrian use, an altemative accessible pedestrian route shall be provided. Separation of pedestrians from the work area and vehicular traffic is required. Protective barricades, fencing, and bridges, together with waming and guidance devices and signs, shall be utilized so that the passageway for pedestrians is safe well defined and accessible. Whenever pedestrian walkways are provided across excavations, they shall be provided with suitable handrails. Foot bridges shall be safe, strong, and free of bounce and sway, have a slip resistant coating, and be free of cracks, holes and irregularities that could cause tripping. Ramps, with a maximum slope of 8.3%, shall be provided at the entrance and exit of all raised footbridges. The maximum cross slope shal! be 2.0%. When the existing facility is illuminated or TCP's requires illumination, illumination shall be provided during the hours of darkness. Retroreflective delineation shall be provided during hours of darkness. Where accessible pedestrian routes are allowed to be c{osed by the Engineer during construction, an altemate accessible pedestrian route shall be provided that complies with the MUTCD, ADA requirements and these Specifications. The alternate accessible pedestrian route shall not have abrupt changes in grade or terrain. Barriers and channelizing devices shall be detectable to pedestrians who have visual disabilities. Where it is necessary to divert pedestrians into the roadway, barricading or channelizing devices shall be provided to separate the pedestrian route from the adjacent vehicular traffic lane. Barricading or channelizing devices used to separate pedestrian and vehicular traffic shall be crashworthy and, when struck by vehicles, present a minimum threat to pedestrians, workers, and occupants of impacting vehicles. At no time shall pedestrians be diverted into a portion of the street used concurrently by moving vehicular traffic. In addition the Traffic Control Plan shall address the following: All pedestrians, including persons with disabilities, shall be provided with a safe and accessible route. • The width of the existing pedestrian facility shall be maintained if possible. When it is not possible to maintain a minimum width of 60- • inches throughout the entire length of the pedestrian route, a minimum width of 48-inches shall be provided with 60-inch x 60-inch passing I-5 SOUTFlBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 58 � � � � � � � � � � � LJ � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 zones spaced at maximum intervals of 200-feet to allow individuals in wheelchairs to pass. • Traffic control devices and other construction materials and features shall not intrude into the usable width of the sidewalk, altemate accessible pedestrian route, or other pedestrian facility. • Signs and other devices mounted lower than 84inches above the temporary accessible pedestrian route shall not project more than 4 inches into the accessible pedestrian route. • A smooth, continuous hard surface shall be provided throughout the entire length and width of the pedestrian route throughout construction. There shall be no curbs or vertical elevation changes gceater than %- inch in grade or terrain that could cause tripping or be a baRier to wheelchair use. Vertical elevation differences befinreen '/-inch and '/z- inch shall be beveled at a maximum 2:1 slope. When channelization is used to delineate a pedestrian pathway, a continuous detectable edging shall be provided throughout the length of the facility such that pedestrians using a cane can follow it. Edging shall protrude at least 6-inches above the surFace of the sidewalk or pathway with the bottom of the edging a maximum of 2-1/2 inches above the surface. Temporary ramps shall be provided when an alternate accessible pedestrian route crosses a curb and no permanent curb ramps are in place. The width of the curb ramp shall be a minimum of 48-inches and the maximum slope of the ramp shall be 8.3%. The maximum cross slope shall be 2.0%. The bottom of the curb ramp shall be flush with the Roadway. Temporary detectable warning mats shall be installed at street crossings. • When possible, an altemate accessible pedestrian route shal! be provided on the same side of the street as the disrupted route. When it is not possible, the altemate route shall be clearly identified at the nearest intersection crossing prior to the closure area. • Information regarding closed pedesfrian routes, altemate crossings, and sign and signal information shall be communicated to pedestrians with visual disabilities by providing devices such as audible information devices, accessible pedestrian signals, or barriers and channelizing devices that are detectable to the pedestrians traveling with the aid of a cane or who have 1ow vision. It is desirable that pedestrians cross to the opposite side of the raadway at intersections rather than mid-block. Appropriate signing shall be placed at the intersections prior to any pedestrian route closure. • If not otherwise stated in the contract provisions, access to transit stops shall be provided and maintained at all times. Transit stops may be I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 59 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 temporarily relocated with approval of the transit agency and the Project Enginee�. At locations where adjacent altemate walkways cannot be provided, appropriate signs shall be posted at the limits of construction and in advance of the closure at the nearest crosswalk or intersection, to divert pedestrians across the street. Physical barricades shall be installed to prevent visually impaired people. from inadve�tently entering a closed area. Measurement No specific unit of ineasurement will apply ta the lump sum item for pedestrian control and protection. Payment Payment will be made in accordance with Section 1-04.1 for the following Bid item included in the Proposal: "Pedestrian Control and Protection", lump sum. The lump sum contract payment shall be full compensation for all costs incurred by the Contractor for construction, maintenance, and removal of all protective barricades, fencing, and bridges, together with waming and guidance devices detailed in the Plans or any altemative accessible pedestrian routes proposed by the Contractor. (NWR March 6, 2000) Detour routes shall be provided as shown in the Plans. (NWR March 6, 2000) No finro consecutive on-ramps or exits shall be closed at the same time. PROSECUTION AND PROGRESS Section 1-08 is supplemented by adding the following: 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: 1. . To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATIpN 10A067 BO � � � �� � � � � � t_� � � �'' � 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1$ 19 20 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. 1-08.0(2) Hours of Work (May 25, 2006 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. If a Contractor desires to perForm work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work such times. Permission to work longer than an 8-hour period befinreen 7:00 a.m. and 6:00 p.m. is not required. . Such requests shall be submitted to the Engineer no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and befinreen 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 peRnission 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: requiring the Engineer or such assistants as the Engineer may deem necessary to be present during the work; requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight-time casts for Contracting Agency employees who worked during such times, on non Federal aid projects; considering the work performed on Saturdays, Sundays, and holidays as working days with regards to the contract time; and 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. Assistants may include, but are not limited to, survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence. Subcontracting Section 1-08.1 is supplemented with the.following: (October 12, 1998) 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 I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A087 81 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 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 lowe� tier Subcontractor will not be permitted to perfo.rm 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 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal-aid Projects (Form 420-004). 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 lawer tier Subcflntractors shall be available and open to similar inspection or audit for the same time period. Progress Schedule General Requirements The first sentence of Section 1-08.3(1) is revised to read: (August 6, 2006) The Contractor shall submit Type C Progress Schedules and Schedule Updates to the Engineer for approval. Progress Schedule Types Section 1-08.3(2) is supplemented with the following: (August 6, 2006) Type C Progress Schedules are required on all projects that contain the bid item for Type C Progress Schedule. Schedule Updates Section 1-08.3(3) is revised to read: (December 1,2008) The Contractor shall submit five printed copies of a Type C Schedule Update to the Engineer by the first business day of each month, or some other mutually agreed upon submittal time. In addition to the other requirements of this Section, Schedule Updates shall reflect at least the following information: I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 62 � � � � L ' J � � � 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 9 50 � 51 1. The actual duration and sequence of as-constructed work activities, including changed work. 2. Approved time extensions. 3. Any construction delays or other conditions that affect the progress of the work. 4. Any modifications to the as-planned sequence or duration of remaining activities, supplemented with a written narrative describing each change and the reason for the change. » � The physical completion of all remaining work in the remaining contract time. Progress on partially completed activities shall be indicated using percent complete. Activity numbers on Schedule 'Updates shall be the same as the Progress Schedule, with the exception of deleted or added activities. Unresolved requests for time extensions shall be reflected in the Schedule Update by assuming no time extension will be granted, and by showing the efFects to follow-on activities necessary to physically complete the project within the currently authorized time for completion. Measurement Section 1-08.3(4) is revised to read: (December 1, 2008) No specific unit of ineasurement shaU apply to the lump sum item for Type C Progress Schedule. $chedule Updates will be measured per each. Payment Section 1-08.3(5) is revised to read: (December 1, 2008) Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposaL• "Type C Progress Schedule", lump sum. The Lump Sum price for "Type C Progress Schedule" shall be full payment for all costs for furnishing the Type C Progress Schedule and preliminary Type C Progress Schedule. "Schedule Update", per each. I-5 SOUTHBOUND 320TH ST OFF-RAMP . CHANNELIZATION 10A067 63 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4�4 45 46 47 48 49 50 51 The unit Contract price per each "Schedule Update" shall be full payment for all costs required to complete the work specified in Section 1-08.3(3). A!I costs for providing Weekly Look-Ahead Schedules are considered incidental to the contract and are to be included with other bid items. Prosecution Of Work The first sentence of Section 1-08.4 is revised to read: 1-08.4 Notice to Proceed and Prosecution of the Work (October 1, 2005 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 witMin the time(s) specified in the contract. 1-08.5 Time for Completion (June 28, 2007 APWA GSP, Option A) The third and fourth paragraphs of Section 1-08.5 is revised to read: Contract time shall begin on the first wo�king day following fhe 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 �le a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficisnt 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. cor�ect. If the Contractor elects 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 410 shift is worlced would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. The sixth paragraph of section 1-08.5 is revised to read: The Engineer will give the Contractor writ�en notice of the completion date of ths contract after all the Contractor's okaligations under the contract have been pertormed by the I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 64 � � � � � � � 1 Contractor. The following events must occur before the Completion Date can be 2 established: � 3 1. The physical work on the project must be complete; and � � ,� i� � 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4Q 41 42 43 44 45 46 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 the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (Federal-aid Projects) b. Material Acceptance Certification Documents c. Annual Report of Amounts Paid as MBENVBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. Final Contract Voucher Certification e. Property owner releases per Section 1-07.24 (March 13, 1995) Section 1-08.5 is supplemented with the following: This project shal! be physically completed within ""* 85 *** working days. Suspension of Work Section 1-08.6 is suppiemented with the following: ���****� Procurement of Critica! Materials Contract time may be suspended for procurement of critical materials (Procurement Suspension). In order to receive a Procurement Suspension, the Contractor shall within 21 calendar days after execution by the Contracting Agency, place purchase orders for all materials deemed critical by the Contracting Agency for physical completion af the contract. The Contractor shall provide copies . of purchase orders for the critical materials. Such purchase orders shall disclose the purchase order date and estimated delivery dates for such critical materiaL The Contractor shall show procurement of #he materials listed below as activities in the Progress Schedule. If the approved Progress Schedule indicates that materials procurement are critical activities, and if the Contractor has provided documentation that purchase orders are placed for the critical materials within the prescribed 21 calendar days, then contract time shall be suspended upon physical completion of all critical work except that work dependent upon the below listed critical materials: SIGN BRIDGE N0.1 TRAFFIC SIGNAL SYSTEM SAD 4989 Charging of contract time will resume upon the delivery of the critical materials to the Contractor, or 180 calendar days after execution by the Contracting Agency, whichever occurs first. !-5 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 65 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 1-08.7 Maintenance During Suspension (October 1, 2005 APWA GSP) The second paragraph of Section 1-08.7 is revised 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. Liquidated Damages Section 1-08.9 is supplemented as follows: Delayed completion of work will result in impacts to the traveling public, increase fuel consumption, increase vehicle operating costs, increase pollution, and cause other inconvenience and harm. Accordingly, the Contractor agrees: 1. To pay $1400.00 liquidated damages per 15 minutes for each 15 minute period prorated to the nearest 5 minutes that a lane is closed on mainline I-5 beyond the scheduled opening time specified in the Subsection Public Convenience And Safety of the Special Provision LEGAL RELATIONS ANQ RESPONSIBILITIES TO THE PUBLIC. 2. To pay $500.00 liquidated damages per 15 minutes for each 15 � minute period prorated to the nearest 5 minutes that a lane is closed on EB or WB S. 320�' St. beyond the scheduled opening time specified in the Subsection Public Convenience And Safety of the Spccia! Provision LEGAL RELATIONS AND RESPONSIBILlTIES TO THE PUBLIC. 3. To pay $300.00 liquidated damages per 15 minutes for each 15 minute period prorated to the nearest 5 minutes that a ramp is closed beyond the scheduled opening time specified in the Subsection Public Convenience And Safety of the Special Provision LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBUC. 4. To authorize the Engineer to deduct these liquidated damages from any money due or coming due to the Contractor i-s SOUTHBOUND 320TH 3T OFF-RAMP CHANNELIZATION 10A067 86 � � � � � � u ' � � � �J � � � � � � 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 �******� Unplanned disruptions to the Intelligent Transpo�tation System (ITS) will result in impacts to the traveling public, increase fuel consumption, vehicle operating costs, pollution, and other inconveniences and harm. Accordingly, the Contractor agrees: 1. To pay $250.00 liquidated damages per 15 minutes for each 15 minute period that the Contractor fails to restore the proper operation of an existing ITS element foflowing an unplanned disruption as specified in the subsection Existing System Disruption and Restoration of the Special Provision INTELLIGENT TRANSPORTATION SYSTEM (ITS). 2. To autharize the Engineer to deduct these liquidated damages from any money due or coming to the Contractor. MEASUREMENT AND PAYMENT 1-09.7 Mobilization Section 1-09.7 is supplemented with the following: �******� Obtaining a site for the Contractor's mobilization, field office(s), storage of materials, and other general operations shall be the responsibility of the Contractar. 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 the 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 nat 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, buildings, and other facilities 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 Contracting Agency; and other work and operations which must be performed or costs that must be incurred. Payment For Material On Hand The last paragraph of Section 1-09.8 is revised to read: (August 3, 2009) The Contracting Agency will not pay for material on hand when the invoice cost is less than $2,000. As materials are used in the work, credits equaling the partial payments for them will be taken on future estimates. Each month, no later than the estimate due date, the Contractor shall submit a letter to the Project Engineer that clearly states: 1) the amount originally paid on the invoice (or other record of production cost) for the items on hand, 2} the dallar amount of the material incorporated into each of the various work items for the month, and 3) the amount that should be retained in material on hand I-5 SOUTH80UND 320TH ST OFF-RAMP CHANNELtZATION 10A067 67 2 3 5 6 $ 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 items. If work is performed on the items and the Contractor does not submit a letter, all of the previous material on hand payment will be deducted on the estimate. Partial payment for materials on hand shall not constitute acceptance. Any material wtll be rejected if found to be faulty even if partial payment for it has been made. (March 13, 1995) Payments Section 1-09.9 is supplemented with the follawing: The quantity of the following items to be paid for on this project shall be the quantity shown in the Proposal, unless changes are made in accordance with Section 1-04.4 which affect this quantity. The quantity shown in the Proposal will be adjusted by the amount of the change and will be paid for as speci�ed in Section 1-04.4. "St. Reinf. Bar For Retaining Wall° "Conc. Class 4000 For Retaining Wall" The quantities in the Proposal are listed only for the convenience of the Contractor in determining the volume of work involved and are not guaranteed to be accurate. The prospective bidders shall verify these quantities before submitting a bid. No adjustments other than for approved changes will be made in the quantity even though the actual quantities required may deviate from those listed. The unit contract price for these items shall be full pay to construct and complete this portion of the work. 1-08.9 Payments (Ocfober 10, 2008 APWA GSP) The first paragraph of Section 1-09.9 is revised to read: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. For items Bid as lump sum, with a bid price of more than or equal to $20,000, the Contractor shall submit a breakdown of their lump sum price in sufficient detail for the Project Engineer to determine the value of the Work performed on a monthly basis. Lump sum breakdowns shall be provided to the Project Engineer no later than the date of the preconstru�tion conference. The third paragraph of Section 1-09.9 is deleted and replaced with the following: Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff tlate will be established at the preconstruction conference. The initial progress estimate will be made not {ater than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payment. The progress estimates are subject to change at any time prior to the calculation of the Final Payment. The value of the progress estimate will be the sum of the following: 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 B8 � � r � � � � � � � �� � L� ' ,� � ' 1 u ' � , L �' � ,, ,; ' � ' � � ' C J � 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3$ 39 40 41 42 43 5 46 47 4$ 49 50 51 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 — partial payment for lump sum Bid items will be a percentage of the price in the Proposal based on the Engineer's determination of the amount of Work performed, with consideration given to, but not exclusively based on, the Contractor's lump sum breakdown for that item. 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 o� 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); 2. The amount of Progress Payments previously made; and 3. Funds withhefd by the Contracting Agency for disbursement in accordance with the Contract Documents. 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 wil! be final in accordance with Section 1-05.1. Payments will be made by warrants, issued by the Contracting Agency's fiscal officer, against the appropriate fund source for the project. Payments received on account of work perFormed by a subcontractor are subject to the provisions of RCW 39.04.250. 1-09.13(3) Claims $250,000 or Less (October 9, 2005 APWA GSP) Section 1-09.13(3} is deleted and replaced 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 litigatian 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) The third paragraph of Section 1-09.13{3)A is revised 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 Contracting 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. TEMPORARY TRAFFIC CONTROL Traffic Control Management 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 69 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 General Sectian 1-10.2(1) is supplemented with the following: (December 1, 2008) 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 1-800-521-0778 or (206) 382-4Q90 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 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 finro-way traffic along City streets throughout the project site. The Contractor shall have the option, with the approval of the Engineer, of momentarily interrupting the continuous finro-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 minutes. Regardless of the period of time no queue greater than ten cars in length will be allowed. 2. The Contractor shall be responsible for notifying all affected property ownecs 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 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 ane 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. 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A067 70 ' L ' , ' u � ' ' ' �� � ' � ' , LJ , � ,' 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Business owners shall be notified in writing at least 48 hours in advance of any planned driveway closures. All business driveways shall be delineated with high visibility yellow traffic baRels as shown on the staging plans. 4. Signs and barricades shall be supplemented by lantems or flasher units during the hours of darkness. 5. Any asphalt concrete pavement, crushed surFacing, or gravel base for maintaining tra�c 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 temporarity patched with hot mix and maintained daily until such time as a permanent patch can be made. Payment for crushed 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 in the plans or Section 1-07.23(2) as amended. 7. Drivers of motor vehicles used in connection with the construction shall obey tra�c 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 tra�c cones, bamcades 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 to 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. 10. The Contractor shall provide temporary striping, reflective marking tape, andlor retroreflective tubular markers as required at the direction of the Engineer. Paint, reflective marking tape, and/or retroreflective tubular markers used for temporary striping shall meet the requirement of Section 8-23 of these Special Provisions. Special Conditions South 320th Street Traffic Repuirements • No closures are allowed between the hours of 6:00 AM to 8:00 AM and 3:00 PM to 7:00 PM on weekdays. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 T1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Pedestrians must have access to pedestrian push buttons at ail times. The Contractor shall maintain at least one continuous ADA accessible pedestrian walkway throughout the project at all times. 1-10.3 Traffic Control Labor, Prxedures and Devices 1 TrafFic Control Labor Section 1-10.3(1) is supplemented with the following: �******� The City has set the unit contract price for "Off-Duty Uniformed Police Officer" at $61.75 per hour of active traffic control. In the event this amount does not reflect the actual cost to the Contractor for a Uniformed Off-Duty Police Officer, then the Contractor should revise other bid items to include the correction factor. No adjustment to the $61.75 per hour unit price shall be made for overtime hours, holiday hours, or minimum callout charge. The Contractor shall request uniformed off-duty police officers from the City of Federal Way Public Safety Department, (253) 661-4600. The request shall be made 48 hours before the use of the off-duty police offiaers on the project site. A minimum of three (3) hours call out time shall be paid for each request far off-duty police officers. The City shall pay $61.75 per hour for actual time worked by off- duty police officers; it shall be the Contractors responsibility to arrange a work schedule to minimize any additional costs incurred by the minimum three hour call out requirement. The estimated uniformed off-duty police officers hours as stated in the proposal, are the City's estimate, without knowledge of the Contractors specific method of operation and is used anly for the purpose of providing a common amount for all bidders. In the event actual hours of officer time differs from the quantity listed in the proposal, no readjustment in the unit contract price for uniformed off-duty police officer will be allowed. ' � The last sentence af the second paragraph of Section 1-10.3(1) is revised to read: The Contractor shall furnish the flashing stop/slow paddles for the f{agging stations. The use of conventional flagging paddles will only be alfowed in the case of an emergency, or temporary use while a failed FSSP is replaced or repaired Traffic Contro/ Devices Construction Signs Section 1-10.3(3)A is supplemented with the following: (NWR March 7, 2005) Signal Turn-on/Changeover Prior to scheduling a tum�n date for a new signal, the Contractor shall install on each leg of the intersection a 48 in. x 48 in. "New Signal Ahead" sign (W20- 902) on a 4x6 wood post at a location staked by the Engineer. For a rebuilt signal, the sign shall be a"Signal Revision Ahead" sign (W20-903) meeting the same requirements. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A06t 72 ' �I ' LJ ' ' ' , � ' , ' � � ' , ' I � 0 u � ' u �J ' � � ' , ' ' ' ' � � ' L _J , 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2Q 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 48 49 50 51 Measurement ltem Bids With Lump Sum for Incidentals Section 1-10.4(2) is suppiemented with the followirig: (August 2, 2004) The bid proposal does not contain the item °Project Temporary Traffic Control," lump sum. The provisions of Section 1-10.4(2) shall apply. DIVISION 2 EARTHWORK REMOVAL OF STRUCTURES AND OBSTRUCTIONS Description Section 2-02.1 is supplemented with the following: t�r*****� The following items shall be removed as part of "Removal of Structure and Obstruction". Item Description Cement Concrete Sidewalk Cement Concrete Curb and Gutter Traffic Island Guardrail Guardrail Anchor Paint Line Plastic Line Plastic Traffic Marking Plastic Crosswalk Line Raised Pavement Marker Unit SY LF SY LF EACH LF LF EACH SF HUND Approx. Quantity 214 279 42 498 2 1687 405 : 6 540 0.40 Construction Requirements Section 2-02.3 is supplemented with the following: �******) Removing Guardrail and Guardrail Anchor The Contractor shall carefully remove in accordance with Section 8-11.3(4) guardrail and anchors designated in the Plans for remaval. All of the undamaged removed guardrail and anchors, except for the concrete bases, shall remain the property of WSDOT. The Contractor shall transport the guardrail and anchor items to the following address: WSDOT Kent Maintenance Facility 2662Q 68th Ave. S. Kent, WA 98032 Contact: Jerry Althauser (253) 372-3900 I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 73 1 2 3 4 5 6 7 8 9 10 11 12 13 -14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 The Contractor shall place the guardrail and anchor items at the Maintenance Facility as directed by the Engineer. The Contractor shall contact the Maintenance Facility at least five working days prior to scheduled delivery of the item. Removal of Bridges, Box Cu/verts and other Drainage Structures Section 2-02.3(2) is supplemented with the following: Removing Drainage Structure Where shown in the Plans, or at other locations as determined by the Engineer, the Contractor shall remove catch basins regardless of the size or type. Each catch basin shall be removed in its entirety. Prior to backfilling the resultant void, the Contractor shall plug and abandon the existing pipe(s) with commercial concrete in accordance with Section 7-08.3(4). Voids left by catch basin removal shall be backfilled and compacted in accordance with Section 2-03.3(14) C. Measurement Section 2-02.4 is supplemented with the following: �******� Removing drainage structure will be measured per each. Payment � Section 2-02.5 is supplemented with the following: �******� "Removing Drainage Structure", per each. DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS HOT MIX ASPHALT Materials Section 5-Q4.2 is supplemented with the following: (January 5, 2004) HMA Test Requirements Section 9-03.8(2) is supplemented with the following: ESAL's The number of ESAL's for the design and acceptance of the HMA shall be **" 7.5 """ million. Construction Requirements Conditioning of Existing Surface I-5 SOUTHBOUND 320TH 3T OFF-RAMP CHANNELIZATION 10A067 74 � ' , � , ' , u ' , lJ � ' � � ' � L_J ' 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Preparation of Existing Surfaces Section 5-04.3(5)A is supplemented with the following: (NWR February 9, 2004) The Contractor shall limit the amount of tack coat placed to that amount that will be fully covered by the asphalt overlay at the end of each work shift. In accordance with Section 1-07.15(1) Spill Prevention, Control and Counfermeasures 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 tac�c coat being fully covered. Pavement Repair The second paragraph of Section 5-04.3(5)E is supplemented with the following: �*****�� The Project Engineer will determine the excavation depth, which may vary up to 2.5 feet. The determination will depend on the location of material suitable for support of the pavement Joints Section 5-04.3(12) is supplemented with the following: (NWR April 7, 2008) Bridge Transverse Joint Seal The Contractor shall� construct contraction joints at the bridge ends/bents at the locations shown in the Plans. The joints shall be constructed in accordance with Standard Plan A-40.20-00. � Joints shall be thoroughly clean and dry at the time of sealing. Care shall be taken to avoid air pockets. The compound shall be applied in two or more layers, if necessary. (NWR July 27, 2009) HMA Step Wedge Joint A continuous HMA step wedge joint shall be constructed along the longitudinal joint between driving lanes. The HMA step wedge joint shall consist of a vertical step not less than 3 /-inch or more than one-haff the compacted lift thickness. The remaining depth below the vertical step shall be tapered at a slope no# steeper than 4:1. The sloped portion of the HMA step wedge joint shall be unifonnly compacted. Surface Smoothness The second sentence of Section 5-04.3(13) is revised fo read: (January 5, 2004) The completed surface from the lower edge of centerline. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A067 of the wearing course shall not vary more than 1/4 inch a 10-foot straightedge placed on the surface parallel to 75 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 9 50 51 52 Planing Bituminous Pavement Section 5-04.3(14) is supplemented with the following: (January 5, 2004) The Contractor shall pe�form the planing operations no more than "** 3"#`" calendar days ahead of the time the planed area is to be paved with HMA, unless otherwise allowed by the Engineer in writing. Measurement Section 5-04.4 is supplemented with the following: (NWR January 23, 2006) Bridge transverse joint seal will be measured by the linear foot of joint sealed. (September 5, 2006) No specific unit of ineasurement will apply to the calculated item of asphalt cost price adjustment. Payment (NWR January 23, 2006) "Bridge Transverse Joint Seal°, per linear foot. The unit contract price for °Bridge Transverse Joint Seal" sha{I be full pay to complete the work as speci�ed. (September 8, 2008) Asphalt Cost Price Adjustment The Contracting Agency will make an Asphalt Cost Price Adjustment, either a credit or a payment, for qualifying clianges in the reference cost of asphalt binder. The adjustment will be applied to partial payments made according to Section 1-09.9 for the following bid items when they are included in the proposal: "HMA CI. PG " "HMA for Approach CI. _ PG " "HMA for Preleveling CI. _ PG " "HMA for Pavement Repair CI. PG " "Commercial HMA° The adjustment is not a guarantee of full compensation for changes in the cost of asphalt binder. The Contracting Agency does not guarantee that asphalt binder will be available at the reference cost. WSDOT will establish the asphalt binder reference cost twice each month and post the information on the WSDOT website at: http://www.wsdot.wa.pov/biz/construction/Asphaltl ndex. cfm The reference cost will be determined using posted prices furnished by Poten & Partners, Inc. If the selected price source ceases to be available for any reason, then I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A087 76 ' u ' � , � � � , lJ C J ' � � � , I� � ,i �� � �I , C � LJ , , � ' LJ ' '� „ �, I�� � � � � , ' ' � � 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 the Contracting Agency will select a substitute price source to establish the reference cost. The base cost established for this contract is the reference cost posted on the Agency website for the period immediately preceding the bid opening date. Adjustments will be based on the most current reference cost for Western Washington or Eastern Washington as posted on the Agency website, depending on where the work is performed. Far work completed after all authorized working days are used, the adjustment will be based on the posted reference cost during which contract time was exhausted. The adjustment will be calculated as fallows: No adjustment will be made if the reference cost is within 5% of the base cost. If the reference cost is greater than or equal to 105% of the base cost, then Adjustment =(Current Reference Cost —(1.05 x Base Cost)) x(Q x 0.056). 1f the reference cost is less than or equal to 95% of the base cost, then Adjustment =(Current Reference Cost —(0.95 x Base Cost)) x(Q x 0.056). Where Q= total tons of all classes of HMA paid in the current month's progress payment. "Asphalt Cost Price Adjustment", by calculation. °Asphalt Cost Price Adjustment" will be calculated and paid for as described in this section. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. DIVISION 6 STRUCTURES GENERAL REQUIREMENTS FOR STRUCTURES Foundation Data Section 6-01.2 is supplemented with the following: (June 26, 2000) The attached log of test boring pages are reproductions of the original Log of Test Boring for the test holes shown in the Plans. The Contractor should review the geotechnical recommendations report prepared for this project. Copies of the geotechnical recommendations report are available for review by prospective bidders at the location specified in Section 1-02.4 as supplemen#ed in these Special Provisions. CONCRETE STRUCTURES Materials I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNElIZATION 10A067 77 2 3 5 � 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 � 24 25 26 27 28 29 30 31 32 33 34 35 36 , 37 38 39 40 41 42 , 43 44 45 46 47 48 49 50 51 52 Section 6-02.2 is supplemented with the following: (Apri! 7, 2008) Striated Finish The striated finish shall be accomplished by the use of either a form liner selected from the approved products listed in the WSDOT Qualified Products List (QPL), latest edition, or a form liner approved by the Engineer as an equal product. For approval of form liners not listed in the current WSDOT QPL, the Contractor shall submit four copies of the request, along with catalogue cuts and other descriptive supporting information, as follows: 1. Two sets to the Project Engineer 2. Two sets, accompanied by a 2 foot square physical sample of the form liner, to the State Bridge and Structures Architect, addressed as follows: If sent via US Postal Service: Washington State Department of Transportation State Bridge and Structures Architect P. O. Box 47340 Olympia, WA 98504-7340 If sent via FedEx: Washington State Department of Transportation State Bridge and Structures Architect 7345 Linderson Way SW Tumwater, WA 98501-65Q4 The height of the form liner shail be equal to or greater than the height of the formed surface. Only elastomeric form liners are allowed to have horizontal splices. Construction Requirements Finishing Concrete Surfaces Section 6-02.3(14) is supplemented with the following: (June 26, 2000) � General Requirements for Concrete Surface Finishes Produced by Form Liners Horizontal and vertical joints shall be spiiced in accordance with the manufacturer's printed instructions. A copy of these printed instructions shall be submitted to the Engineer prior to placement of the form liners. The Contractor shall not place concrete against the form liners until receiving the Engineer's approval of the forms and splices. L�J u � �_ J LJ , �`.1 l_ J � Horizontal splicing of ABS and plastic form liners to achieve the required height is not permitted and there shall be no horizontal joints. The concrete formed with ABS and plastic form liners shall be given a light sandblast to remove the glossy finish. I-5 SOUTHBOUND 320TH 3T OFF-RAMP CHANNELIZATION 10A067 78 ' ' , ' , ' ' ��� L �, , , LJ , C � C� LJ ' � IJ , � ' � ' , , � 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 48 49 50 51 52 Side forms, traffic barrier forms, and pedestrian barrier forms using these form liners may be removed after 24 hours provided a water reducing admixture approved by the Engineer is used in the concrete, and the concrete reaches 1,400 psi minimum compressive strength before form removal. Concrete in load supporting forms utilizing these form liners shall be cured in accordance with Section 6-02.3(17)N. Once the forms are removed, the Contractor shall treat the joint areas by patching or light sandblasting as required by the Engineer to ensure that the joints are not visible. Form liners shall be cleaned, reconditioned, and repaired before each use. Form liners with repairs, patches, or defects which, in the opinion of the Engineer, would resuit in adverse effects to the concrete finish shall not be used. Care shall be taken to ensure uniformity of color throughout the textured surface. A change in form release agent will not be allowed. All surfaces formed by the form liner shali also receive a Class 2 surface finish. Form ties shall be a type that leaves a clean hole when removed. All spalls and form tie holes shall be filled as speci�ed for a Class 2 surface finish. (August 6, 2007) Striated Finish Form liners shall be placed with fins and joints normal to grade for barrier applications and vertical (or as shown in the Plans) for other applications. Horizontal joints in the elastomeric form liners are permitted on surFaces greater than 8 feet in height provided that the minimum form liner panel dimension is 8 feet. Pigmented Sealer for Concrete Surfaces Section 6-02.3(14)C is supplemented with the following: (April 6, 2009) The colar of the pigmented sealer shall be Washington G�ay. Placing Anchor Bolts Section 6-p2.3(18) is supplemented with the following: {January 3, 2011) Resin Bonded Anchors The embedment depth of the anchors shall be as specified in the Plans. If the embedment depth of the anchor is not specified in the Plans then the embedment depth shall be as specified in the table of minimum and maximum torque below. The anchors shall be installed in accordance with the resin manufacturer's written procedure. Holes shall be drilled as specified in the Plans. Holes may be drilled with a rotary hammer drill when core drilling is not specified in the Plans. If holes are core drilled, the sides of the holes shall be roughened with a rotary hammer drill after core drilling. 1-S SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 79 2 3 5 6 7 8 9 10 11 Holes shall be prepared in accordance with the resin manufacturer's recommendations and shall meet the minimum requirements as specified herein. Holes drilled into concrete shall be thoroughly cleaned of debris, dust, and laitance prior to installing the threaded rod and resin bonding material. Holes shall not have any standing liquid at the time of installation of the threaded anchor rod. The anchor nuts shall be tightened to the following torques when the embedment equals or exceeds the minimum embedment specified. 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Anchor Minimum Maximum Minimum Diameter Torque Torque Embedment inch ft-Ibs ft-Ibs Inch 3/8 12 18 3-3/8 1 /2 22 35 41/2 5/8 55 80 5-5/8 3/4 106 140 6-3/4 7/8 165 190 7-7/8 1 195 225 9 1-1/4 370 525 11-1/4 When the anchor embedment depth is less than the minimum values specified, the anchor nuts shall be tightened to the torque values specified in the Plans, or as recommended by the resin bonded anchor system manufacturer and approved by the Engineer. Payment The,first bid item under Section 6-02.5 is supplemented with the following: (June 26, 2000) All costs in connection with producing *"* striated finish '`** finish on concrete surfaces as spec�ed shall be included in the unit contract price per cubic yard for "Conc. Class ". If the concrete is to be paid for other than by class of concrete then the costs shall be included in the applicable adjacent item of work. � CONCRETE BARRIER Construction Requirements Temporary Concrete Barrier Section 6-10.3(5) is supplemented with the following: (March 13, 1995) Delineators shall be placed on the traffic face of the barrier 6 inches from the top and spaced a maximum of 40 feet on tangents and 20 feet through curves. Reflector color shall be white on the right of traffic and yellow on the left of traffic. f-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELtZATION 90A067 80 L�� ' � ' ' , �_J � ' , ' , � �1 � � , LJ , , ' C J ' , � � ' � ' � � ' C J ' ' 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The Contractor shall maintain, replace, and clean the delineators when ordered by the Engineer. Payment Section 6-10.5 is supplemented with the following: (April 28, 1997) The following paragraph is added immediately following the bid item, "Temporary Conc. Barrier": The unit contract price per linear foot for "Temporary Conc. Barrier" shall include all costs for furnishing, placing, maintaining, replacing, and cleaning barrier delineation. DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS DRAINS Description Section 7-01.1 is supplemented with the following: t�*****� This work shall consist of constructing Media Filter Drain Mix as detailed in the Plans. Materials Section 7-01.2 is supplemented with the following: �******� Seeding, Fertilizing, and Mulching 8-01.2 Crushed SurFacing Base Course 9-03.9(3) Medium Compost 9-14.4(8) Geotextile for Underground Drainage (Moderate Survivability) 9-33 Media Fi/ter Drain Mix Media Filter Drain Mix shall be mixed in the following propo�tions: 3 cubic yards of Aggregate, 1 cubic yard of Horticultural Grade Perlite, 10 pounds of Agricultu�al G�ade Dolomite Lime, and 1.5 pounds of Agricultural Grade Gypsum. Media filter drain mix shall be premixed prior to placement. The soil amendments and aggregate shall meet the following requirements prior tomixing: Aggregate Aggregate shall be manufactured from ledge rock, talus, or gravel, in accordancs with Section 3-01 and shall meet the foflowing test requirements for quality. The use of recycled material is not permitted. Los Angeles Wear, 500 Revolutions 35% max. Degradation Factor 30 min. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 81 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 The finished product shall be ciean, uniform in quality, and free from wood, bark, roots, and other deleterious materials. Aggregate for Media Filter Drain Mix shall meet the following requirement for grading and quality: Sieve Size Percent Passing (by weight) 1 /2" 100 3/8" 90-100 No. 4 30-56 No. 10 0-10 No. 200 0-1.5 % fracture, by weight, min. 75 The fracture requirement shall be at least two fractured faces and shall apply to material retained on the No. 4 sieve. Horticultural Grade Perlite Horticultural Grade Perlite shall meet the following g�ading requirements, and not contain any toxic material: Sieve Size % Passin No. 18 0% - 30% No. 30 0% - 10% 20 21 22 23 24 Agricul#ural Grade Dolomite Lime . Agricultural Grade Dolomite �Lime shall meet the following grading requirements, and not contain any toxic materiaL Sieve Size % Passin No. 8 100% No. 16 0% 25 26 27 28 29 Agriculturaf Grade Gypsum Agricultural Grade Gypsum shall meet the following grading requirements, and not contain any toxic materiaL• Sieve Size % Passin No. 8 100% No. 16 0% 30 31 32 33 34 35 36 37 38 39 40 41 42 The acceptance of the aggregate shall be based on a satisfactory test report for every 1000 tons. Testing of aggregate shall occur prior to mixing with the soil amendments. Horticultural grade perlite, Agricul#ural Grade Dolomite lime and Gypsum will be accepted by catalog cut or bag label. Soil Mix for Grass Strip The Soil Mix for Grass Strip shall be a 50-50 mix (by Volume) of crushed surfacing base course and medium compost as shown in the Plans. The soil mix stiall be premixed prior to placement. Construction Requirements Section 7-01.3 is supplemented with the following: I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 82 ' �.J � � L! �� L' � , � � ' , � � � ' I__J � 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 zo 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 9 50 51 52 ��+r****) Media Filter Drain Mix The Contractor shall construct the Media Filter Drain Mix in accordance with the details in the Plans. The Contractor shati conduct the installation of the Media Filter Drain Mix such that the different sections of the Media Filter Drain Mix are not contaminated by other materials during installation. Once installed, the Contractor will not be allowed to drive equipment over the area of the Media Filter Drain Mix. Media Filter Drain Excavation shall conform to Section 2-09.3(4). Excavated material suitable for use in embankment may be used at the discretion of the Engineer. Otherwise, the material excavated shall become property of the Contractor. Construction Geotextile for Underground Drainage shall be keyed into the fill in a manner of stabilizing the geotextile until the media filter drain mix is in place. Media Filter Drain Mix At least 10 working days prior to use, the Contractor shall submi# for the Engineer's approval, the mixing and placement methods for media filter drain mix. The Gontractor's operation shall ensure unifarmity and consistency of the specified Media Filter Drain Mix. � Soi/ Mix for Grass Strip Priar to placement and incorporation of Medium Compost, the application and incorporation methods shall be approved by the Engineer. The Contractor shall notify the Engineer a minimum of five working days prior to the start of Medium Compost work. Medium Compost shall not be placed when a condition exists, such as frozen or water saturated soil, which may be detrimental to successful application, incorporation, or soil structure. Medium Compost shall be a 50-50 mix (by volume) of crushed surfacing base course (CSBC) and medium compost. Measurement Section 7-Q1.4 is supplemented with the following: �******� Media Filter Drain Mix will be measured by the cubic yard in place as deteRnined by the neat line limits in the Plans. Soil Mix for Grass Strip wi(I be measured by the cubic yard in place as determined by the neat line limits in the Plans. Payment Section 7-01.5 is supplemented with the following: I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A067 83 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 �******� "Media Filter Drain Mix", per cubic yard. The unit contract price per cubic yard for "Media Filter Drain Mix" shall be full pay to fumish all labor, equipment and materials to construct and install the Media Filter Drain Mix at locations detailed in the Plans. "Soil Mix far Grass Strip°, per cubic yard. The unit cont�act price per cubic yard for "Soil Mix for Grass Strip° shall be full pay to fumish all labor, equipment and materials to construct and instaN the Soil Mix for Grass Strip at locations detailed in the Plans. MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS Description Section 7-05.1 is supplemented by the following: �*�****� This work shall consist of furnishing and installing a deb�s cage on top of a drainage structure in accordance with the Plans. Construction Requirements Section 7-05.3 is supplemented with the following: �******� In fabricating the debris cage, all bars shall be smooth. After assembled, all bars shall be galvanized. All bolts, nuts, and washers shall be stainless steel in accordance with section 9-06. Payment Section 7-05.5 is supplemented with the following: �******� All costs associated with furnishing and installing the debris cage shall be included in the unit contract price per each for "Catch Basin Type 2 54 In. Diam. With Debris Cage". DIVISION 8 MISCELLANEOUS CONSTRUCTION EROSION CONTROL AND WATER POLLUTION CONTROL Construction Requirements Seeding, Fert�"lizing and Mulching (NWR March 22, 2010) Preparation For Application Section 8-01.3{2)A is supplemented with the following: Unwanted vegetation in any area to be seeded shall be controlled according to the requirements of Section 8-02.3(3) prior to seeding. i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 84 � ' ' � � � , �I � � ' ' , � � � ' , � � 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 43 4�4 45 46 47 48 49 50 51 Areas requiring seeding which become compacted due to construction use such as staging areas and access roads, shall be loosened and cultivated to a minimum depth of 10 inches prior to seeding operations. No cultivation shall occur in areas within the drip line of existing vegetation scheduled to remain. ��r**��� Wildflower Seed Areas Preparation For Application Areas to be seeded with the wildflower seed mix shall be covered with medium compost to a uniform and even depth of 2 inches as indicated on the Planting Plan. Tacking agents or soil binders shall be applied as described in Section 8-04.3(2)E within 24 hours following incorporation of compost. Prior to placement of compost, the application methods shall be approved by the Engineer. The Contractor shall notify the Engineer a minimum of five working days prior to the start of compost work. Seeding and Fertilizing Section 8-01.3(2)B is supplemented with the following: �****�*� Wildflower Seed � Seed of the following composition, proportion, and quality shall be applied at a rate of 100 pounds per acre on all areas requiring erosion control seeding within the project: Kind and Variety of Seed in Mixture Eschscholzia californica (California Poppy) Trifolium incarnatum (Crimson Clover) Lupinus perennis (Perennial Lupin) Aster subspicatus (Douglas Aster) Red Fescue Perennial Rye I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 85 Pounds of Pure Live Seed per Acre 9.8 9.8 15.7 15.7 24.5 24.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 TOTAL 100.0 Non-Source Identified seed shall meet or exceed Washington State Department of Agriculture Certified Seed Standards. Seeds shall be certified "Weed Free,° indicating there are no noxious or nuisance weeds in the seed. (NWR July 27, 2009) Fe�tilizer for *** Wildflower'**�' Seeding and Fertilizing Sufficient quantities of fertilizer shall be applied to supply the following amounts of nutrients: Total Nitrogen as N- 30 pounds per acre. Available Phosphoric Acid as P - 0 pounds per acre. Soluble Potash as K - 60 pounds per acre. The Contractor shall provide a manufacturer's cert�cate that the product contains 70% or greater slow release nitrogen with a release time period greater than six weeks and that hydroseeding is an acceptable application method. The fertilizer formulation and application rate shall be approved by the Engineer before use. Mulching Section 8-01.3(2)D is supplemented with the following: �******� HECP Type 1 shall be applied at a rate of 3,500 pounds per acre following the manufacture's installation instructions and recommendations on all areas requiring seeding. ROADSIDE RESTORATION Materials Soi/ Topsoil Section 9-14.1(1) is supplemented with the following: (NWR January 3, 2011) Topsoil Type A Topsoil Type A shall consist of a uniform blend composed by volume of 70-80% aggregate, and 20-30% compost. Ninety five percent of this mixture shal! pass through a 1-inch sieve. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 86 � , � l� � L _J �, � ' ' � , , Ii � � � � � �L J 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Aggregate Aggregate shall consist of Backfill for Sand Drains, Section 9-03.13 or Fine Aggregate for Portland Cement Concrete, Class 2, Section 9- 03.1(2)B. The Contractor shall certify that #he material is not detrimental to plant life. Compost Compost shall be fine compost and specified in Section 9-14.4(8). meet the material requirements as Mixing Requirements The Contractor shall submit the proposed method of mixing in writing for the Engineers approval. No mixing shall take place without written approval from the Engineec Topsoil Type A shall be thoroughly mixed prior to being placed Seed Section 9-14.2 is supplemented with the following: (NWR January 3, 2011) Grass seed for seeded lawn installation shall be a commercially prepared mixture with turf type perennial ryegrass as the highest percentage by weight of the grass seed mixture. Product labels shall be submitted to the Engineer for approval at least 10 working days prior to use or application. The application rate shall be six pounds per 1000 square feet or as recommended by the product label. (NWR January 17, 2006) Product labels or manufacturers' invoices shall be submitted 10 warking days prior to application indicating the varieties of grass seed selected and the percent (by weight) of each type or variety for the Engineer's approval. No application of grass seed for seeded lawn installation will be allowed without prior approval of the Engineer. Fertilizer Section 9-14.3 is supplemented with the following: (NWR January 3, 2011) Plant Fertilizer Plant fertilizer shall be one af the following products or an approved equal: 1. Apex 23-6-12 Elemental with cantrolled released NPK 8� micro-nutrients Type: Manufacturer: granule J.R. Simplot PO Box 198 Lathrop, CA 95330 2. Meister 18-7-11 with controlled release NPK 8� micro-nutrients Type: granule 1-5 SOUTHBOUND 320TH ST OFF-RAMP GHANNELIZATION 10A067 87 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Manufacturer: Helena Chemical Company • 225 Schilling Blvd. Collierville, TN 38017 3. Nutricote 1&6-8 with controlled release NPK & micro-nutrients Type: granule Manufacturer: Sun Gro Horticulture 15831 N.E. 8th Street, Suite 100 Bellevue, WA 98008 (425)641-7577 (425) 641-0138 Fax Enviro-Safe Laborato�ies, Inc. 17455 SW 157th Ave. Miami, FL 33187 The selected fertilizer shall contain the following micro-nutrients: Magnesium (Mg) Copper(Cu) Boron (B) Iron (Fe) Manganese (Mn) Zinc (Zn) � The controlled release period shall be greater than 6 months. (NWR January 3, 2011) Fertilizer for lawn Installation Fertilizer shall meet the following specifications: T.otal Nitrogen (N) 12% -16% A minimum of 40 percent of the total nitrogen shall be derived from isobutylidene dirurea (IBDU�, or Polyon�). The remainder may be derived from any source. Available Phosphoric Acid (P2�5) 9% - 14% Soluble Potash (K) 9% -14% The selected fertilizer shall contain these micro-nutrients: Sulfur (S) Boron (B) Iron (Fe) Manganese (Mn) Zinc (Zn) i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 88 ' � , �I i � II � r _ � � � � � i � '_J � � ' i � 2 3 5 6 8 9 10 11 12 13 14 15 16� 17 18 19 20 21 22 23 �24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 _ 50 51 In addition to the requirements above, the Contractor shalt show proof the product contains 70% or greater slow release nitrogen with a release time period greater than six weeks. Mulch and Amendments Section 9-14.4(3) is supplemented with the following: (NWR January 3, 2011) Tackifier Section 9-14.4(7) is supplemented with the following: Soil binder or tackifier shall be Type A. Compost Section 9-14.4(8) is supplemented with the following: �******� Acceptance will be based upon a visual examination of the compost. Construction Requirements Responsibility During Construction Section 8-02.3(1) is supplemented with the following: (NWR June 5, 2000) For all planting areas, the Contractor shall perForm work in a manner that minimizes displacement and compaction of the existing soil. Work will be stopped if, in the opinion of the Engineer, construction method, soil moisture content or other condition will result in displacement of the existing soil horizon (such as ruts over 3 inches deep), or compaction of the soil. The Contractor will not be allawed to resume work until conditions improve or an alternate method of construction is approved by the Enginesr. Roadside Work Plan Section 8-02.3(2) is supplemented with the following: (NWR January 17, 2006) The Contractor shall include the additional following items in a separate section of the Roadside Work Plan: 1. Order and timing of work. 2. Access routes to construction areas. 3. Equipment to be used to accomplish the work. 4. Locations of staging areas. 5. Special techniques to minimize soil displacement and compaction by construction activities. 6. Proposed timing of all. construction activities relating to work outside the roadway. (NWR June 5, 2000) I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 89 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42� 43 44 45 46 47 48 49 50 7. Contingency timing of construction if it becomes necessary to wait for proper site conditions to perform the required work. 8. Contingency plan for storage of plant material to wait for proper site conditions. 9. Supplemental measures needed for survival of plants installed outside of the normal planting period. Weed and Pest Control Section 8-02.3(3) is supplemented with the following: (NWR January 3, 2011) Unwanted Vegetation In addition to noxious weeds, unwanted vegetation within roadside and mitigation areas thraughout the project limits includes: . . . . . Butterfly bush (Buddleia spp.) Canadian thistle (Cirsium arvense) Common reed (Phragmites australis) Evergreen blackberry (Rubus laciniatus) Giant hogweed (Heracleum Mantegazzianum) Hedge bindweed (Calystegia sepium) Himalayan blackberry (Rubus discolor or R. procerus) Knotweed (Polygonum cuspidatum, P. bohemicum, P. sachalinense, P. polystachyum) � Purple'loosestrife (Lythrum salicaria) Reed Canarygrass (Phalaris arundinacea) Scotch broom {Cytisus scoparius) The Contractor shall identify all target weeds, specific to the site, to be controlled in the Weed and Pest Control Plan in accordance with Section 8-02.3(2). � This list of unwanted vegetation is not a complete list of weeds to be controlled within the project limits. The site may also include other invasive and competitive vegetation, as determined by the Engineer, which shall be controlled as ordered by the Engineer. (NWR March 22, 2010) In areas where soil amendment is not indicated, the existing erosion control grasses shall not be removed except for spot-treatment as indicated in Section 8- 02.3(3)A. In areas where the Contractor's activities have compromised the erosion control functions of the existing grasses, the Contractor shall overseed at no additional cost to the Contracting Agency. Planting Area Weed Control ' Section 8-02.3(3)A is supplemented with fhe following: (NWR January 3, 2011) i-� 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 90 � � j � i � � �� � � � � � ll � � � � � 1 2 3 5 6 $ 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Unwanted vegetation shall be as listed in Section 8-02.3(3). When full bark coverage is indicated in the Plans, only that vegetation which is planted will be allowed to remain. Native vegetation that seeds into the site shall be left uncontrolled when specifically allowed by the Engineer. (NWR January 3, 2011) For planting areas that will not receive soil amendment, the Contractor shall chemically. spot-treat with an approved non-residual herbicide all unwanted vegetation *** within each mulch ring ***. Existing erosion control grasses befinreen the plant locations shall not be removed. After a minimum of two weeks, the Contractor shall remove the dead woody vegetation at the ground level. Dead root structures and non-woody vegetation may be incorporated into the ground surface during digging of the planting hole. No living vegetation shall be incorporated. (NWR June 5, 2000) The Contracting Agency has estimated the planting areas to be approximately "** 9100 square feet ***. This quantity is listed only for the convenience of the Contractor in determining the extent of the work involved. Topsoil Section 8-02.3(4) is supplemented with the following: (NWR June 5, 2000) The Contractor shall submit to the Engineer a manufacturer's certification that the topsoil contains all materials and soil amendments of the type and quantities specified. The Engineer will have ten working days to respond to submittals. Placement sha11 not begin until approval has been received in writing. Topsoil Type A Section 8-02.3(4)A is supplemented with the following: Topsoil Type A Section 8-02.3(4)A is supplemented with the following: (NWR January 17, 2006) Topsoil Type A shall be placed in finro non-compacted lifts. The first 4inch lift of topsoil shall be placed over the existing soil and incorporated to a 10-inch depth. The secflnd lift of topsoil shall then be placed over the existing incorporated soil to the finished grades shown in the Plans. 1-5 SOUTHBOUND 320TH 3T OFF-RAMP CHANNELIZATION 10A067 91 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Planting Area Preparatfon Section 8-02,3(5) is supplemented with the following: (NWR August 1, 2001) For planting areas that become compacted due to construction use, such as staging areas and access roads, the Contractor shall loosen and cultivate to a minimum depth of """ 10 inches *** prior to planting and seeding operations. No cultivation shall occur in areas within the drip line of existing vegetation scheduled to remain. Planting Item 1 in the second sentence of the second paragraph of Section 8-02.3(8) is revised to read: (NWR August 1, 2001) 1. Non-irrigated Plant Material November 1 to March 1. Section 8-02.3(8) is supplemented with the following: (NV1/R June 5, 2000) The Contractor shall exercise care when installing plant material next to existing vegetation scheduled to remain to prevent damage to the root systems of the existing vegetation. Fertilizers Section 8-02.3(10) is supplemented with the following: (NWR October 16, 2006) Plant Fertilizer The Contractor shall provide and apply plant fe�tilizer for plants befinreen the months of March and June during plant establishment. Fertilizer shall be pEaced at the rate of 1/4 cup per plant, spread within a 1-foot radius around each plant. Bark or Wood Chip Mulch Section 8-02.3(11) is supplemented with the following: (NWR June 5, 2000) For trees within grass areas, bark mulch or wood chip mulch shall be placed to a **" 3 inch ""* non-compacted depth covering the area within a"** 18 inch *** radius around each tree. Plant Establishment Section 8-02.3(13) is supplemented with the following: I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 92 � , � � 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 �******} The Plant Establishment Plan shall show the contacts, scheduling, frequency, dates, materials and equipment utilized, whichever may apply, for all plant establishment activities. Failure to comply with the Plant Establishment Plan or to revise the Ptan as needed, or to comply with corrective steps outlined by the Engineer wi{I result in a suspension of time for first year plant establishment period. Such failure shall increase the duration of the first year of plant establishment for the duration of time required to address the corrective steps. Any such suspension of time will not be lifted until all unsatisfactory conditions have been corrected to the satisfaction of the Engineec The Plan shall include, but is not limited to, the following: A. Supervisor/Responsible Contact Name 1. Local Address 2. Local telephone number B. Sign and date the Plant Establishment Plan C. Plant Establishment Activities 1. Weed Control for Target Weeds within Planting Areas a. Chemical Applications (post and pre-emergent) b. Hand weeding and removal 2. Fertilizing 3. Watering 4. Litter and Debris Removal 5. Pruning 6. Insect and Disease Control 7. Erosion Control Methods and Procedures 8. Plant Replacement Lawn Installation Section 8-02.3(16) is supplemented with the following: 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 93 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 (******) Fine Grade After the existing imgation system has been repaired, the Contractor shall fine grade #he areas to a maximum deviation of +/- 0.10 foot within any 10 foot segment without localized low areas to trap water. Rake The area shall be raked by approved hand or mechanical methods to remove and dispose of all clods, rocks, debris, and litter larger than 1 inch in any dimension. Finished Grade The finished grade shall be 1 inch below all mowing strips, curbs, sidewalks, and other appurtenancgs. Sow Seed Seed shall be divided in finro equal portions. 1. Broadcast one portion by an approved mechanical method in one direction. 2. Broadcast the other portion at right angles to the first direction by an approved mechanical method. The Contractor shall sow seed at the rate and mixture spec�ed. Hydro-mulching will not be allowed. Rake Grass Seed Grass seed shall be raked lightly into the surface soil to a depth of 1/8 to 1/4 inch. Roll Area The Contractor shall roll the area in one direction using an approved standard roller. Sufficient water shall be appfied to fully moisten the soil surface. Water Application Water shall be applied as required throughout germination, initial growth period, and the lawn establishment period. Payment (NWR June 5, 2000) The third bid item under Section 8-02.5�is supplemented with the following:. The unit contract price per each for "PSIPE " shall include all costs for plant fertilizer, insecticide, and fungicide applications. (NWR June 5, 2000) The following paragraph is added immediately after the item "Seeded Lawn Installation� in Section 8-02.5: The unit contract price per square yard for "Seeded Lawn Installation" shall include all costs for fertilizing and mulching as specified. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 94 � � � , � � � � � � � L 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Section 8-02.5 is supplemented with the following: (NWR June 5, 2000) No payment will be made for material on hand for topsoil Type A or its components. IRRIGATION SYSTEM Description Section 8-03.1 is supplemented with the following: �**���*� This work shall consist of locating, replacing, repairing and re-attaching the existing system as directed by the Engineer. The repair of the existing irrigation system includes, but is not limited to, replacing electrical wiring, piping and irrigation emitters, risers and nozzles as directed by the Engineer. Payment Section 8-03.5 is supplemented with the following: �******� "Irrigation System Repair�,. by force Account as provided 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 "Irrigation System Repair" in the bid proposal to become a part of the total bid by the Contractor. CHAIN LINK FENCE AND WIRE FENCE Materials Section 8-12.2 is supplemented with the following: (BSP September 8, 2003) Cable Fence Steel pipe shall conform to ASTM A 53, Grade B, Type E or S. Steel ba�s, plates, and shapes shall conform to ASTM A 36. Steel components shall be galvanized after fabrication in accordance with AASHTO M 111. Resin bonded anchors shall conform to Section 6-02.2 as supplemented in these Special Provisions. Spelter sockets and turnbuckles shall be as recommended by the wire � rope manufacturer for the wire rope as spec�ed, and shall be galvanized after fabrication in accordance with AASHTO M 232. Wire rope shall conform to ASTM A 603 with Class A weight zinc-coated wires throughout. 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 95 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Construction Requirements Section 8 is supplemented with the following: Cab/e Fence (BSP September 8, 2003) The Contractor shall submit shop drawings of the cable fence to the Engineer for approval in accordance with Section 6-03.3(7}. The shop drawings shall include, but not be limited to, the following: 1. Plan, elevation, and section views of the cable railing and all camponents, with dimensions and tolerances. 2. 3. Material designations for all components. Socketing procedure for the spelter sockets. 4. Erection plan for installing the posts, installing and connecting the cable to the posts, and tensioning the cable. The Contractor shall install resin bonded anchors in accordance with Section 6-02.3(18) as supplemented in these Special Provisions. The cable shall be tensioned to 400 pounds with six inches rninimum of take up still available in the turnbuckle. (BSP August 3, 2009) After erecting the cable fence posts, but prior to installing the cable, the Contractor shall clean, prepare, and paint all exposed galvanized surfaces in accordance with Section 6- 07.3(11)A. The color of the finish coat, when dry, shall match Federal Standard 595 Color No. 20045. Measurement Section 8-12.4 is supplemented with the following: (BSP September 8, 2003) Cable fence will be measured by the lin�ar foot along the line and slope at the base of the completed fence. Payment Section 8-12.5 is supplemented with the following: (BSP September 8, 2003) "Cable Fence°, per linear foot. ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL Materials I-5 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 96 � � � � � � � � � � � � � 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Section 8-20.2 is supplemented with the following: Communication Cab/es And lnterfaces (NWR ITS October 16, 2006) Fiber Optic Distribution Panels The fiber optic distribution pane! shall be rated by the manufacturer as a fiber optic distribution panel. The distribution panel shall be designed to hold, at a minimum, the specified number of interconnection sleeves and splice trays. The splice trays and the fiber optic interconnection sleeves shalF be fully enclosed on all sides by the distribution panel when the distribution panel is closed. Each distribution panel shall be fully populated with interconnection sleeves. Interconnection sleeves shall contain zirconium (ceramic) linings (phosphorus bronze is not allowed). All unutilized interconnection sleeves shall have protective dust covers installed. The distribution panels shail be EIA 19-inch {ANSI/EIA RS-310-C) rack-mountable, unless otherwise noted. Mounting plates for interconnection sleeves shall be constructed of inetal. Adequate spacing shall be provided around each interconnection sleeve. Where interconnection sleeves are arranged in a vertical line, the minimum horizontal center-to-center spacing shall be 1.25 inches (31 mm), and the minimum vertical center-to-center spacing shall be 0.625 inches (16mm). Where interconnection sleeves are arranged in a staggered layout, the minimum center-to-center radial distance befinreen sleeves shall be 0.875 inches (22mm). A wiring diagram shall be supplied with each distribution panel. The wiring diagram shall identify each �ber terminated in the distribution panel using the fiber optic cable labeling method as specified later in these provisions. The � wiring diagram shall be placed in a plastic sheet protecto� next to the distribution panel. (NWR ITS August 10, 2409) Preterminated Patch Panel A wiring diagram shall be supplied with each patch panel. The wiring diagram shall identify each fiber terminated in the distribution panel using the fiber optic cable labeling method as specified later in these provisions. The wiring diagram shall be placed in a plastic sheet protector next to the distribution panel. The Contractor shall provide, install and connect preterminated patch panels as shown in the Plans. The panels shall be manufactured by ADC Telecommunications, Inc. Outside plant cable meeting ITU G652.D and G694.2 shall be utilized for the stubs on all preterminated patch panels and the Contractor shall confirm with the manufacturer that the length of each stub is sufficient for the needs at each location. All openings in the patch panels shall be plugged by the manufacturer. Connections shall be LC\UPC type and shall be terminated by the manufacturer. 1. Equipmen# Model Numbers (for use in cabinets): Description Part Numbers {Both parts i � I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 97 � are required) 12-Port Preterminated Patch Panel ADCl2LCUXXXMCD00, and FL2-ACC0071 24-Port Preterminated Patch Panel ADC24lCUXXXMCD00, and FL2-ACC0072 48-Port Preterminated Patch anel FL2-T2so4,1XXX-COOO, and F�-ACCOa�2 72-Port Preterminated Patch Panel ADC72LCUXXXMCC00 and FL2-ACC0074 96 Preterminated Patch Panel ADC96�CUxxXMCCOO, and � FL2-ACC0075 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Equipment Model Numbers (For concrete or underground Hubs): Note: The stub length for each panel shall be determined by the Contractor for each location and shali include 50 feet of slack in the cable vault. 2. Manufacturer Information: ADC Telecommunications, Inc. P.O. Box 1101 Minneapolis, MN 55440-1101. Telephone: (800) 366-3891 Fiber Management Tray The Contractor shall provide and install one fiber management tray for each preterminated patch panel installed. 1. Equipment Model Numbers: Description Part Number Fiber Management Tray FMT-DBS000000-AOOB 21 22 23 24 25 26 27 28 29 30 31 32 33 2. Manufacturer Information: ADC Telecommunications, fnc. P.O. Box 1101 Minneapolis, MN 55440-1101. Telephone: (800) 366-3891 (NWR ITS October 16, 2006) Fiber Optic Connector Unless otherwise noted in the Plans, all fiber optic connectors used on this project shall meet the following: I•5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 98 � � � � � � l � � � � � L [� � � � 1 2 3 4 5 6 $ 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 All shall be FC/UPC (55d6) in accordance with Telcordia 6R-326 All shall be factory-connectorized (NWR ITS February 11, 2002) Fiber Optic Cabie Lubricant Fiber optic cable lubricant shall be as follows: Compatible with the cable jacket Non-combustible Water-based leaving little or no residue (NWR ITS February 11, 2002) Fiber Optic Splice Closure All fiber optic splice closures shall be re-enterable and reusable and.be designed for use on fiber optic cables in an underground, submerged environment. Ail splice closures shall be rated for 1310 and 1550 nanometer wavelengths. Splice closures shall contain a valve to allow pressurization of the housing. �*�x�r*� Ethernet Switch Ethernet switches shall be manufactured controller cabinet by using din rail. by RuggedCom, Inc. and installed in the 1. Equipment Model Numbers: Switch: RS930L—HI-D-V1-V1 Power Cable: 43-10-0008 2. Manufacturer: RuggedCom, Inc. 64 Jardin Drive Unit #3G Concord, Ontario, Canada L4K3P3 Tel: (905) 760-7799 Fax: (905) 760-9909 Toll Free: (888) 2640006 Conduit, Innerduct, and Outerduct Section 9-29.1 is supplemented with the following: (NWR August 10, 2009) Conduit Sealing Mechanical plugs for cabinet conduit sealing shall be one of the following: 1. Tyco Electronics - TDUX 2. Jackmoon — Triplex Duct Plugs 3. O-Z Gedney — Conduit Sealing Bushings The mechanical plug shall withstand a minimum of 5 psi of pressure. Rigid Metal Conduit Fittings and Appurtenances I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 99 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 9 50 51 Section 9-29.1(2) is supplemented with the following: (August 10, 2009) Conduit Coatings Electroplated couplings are not allowed. Junction Boxes, Cab/e Vaults and Pull Boxes Standard Duty Junction Boxes Sec#ion 9-29.2(1)A is supplemented with the following: (NWR January 21, 2011) Concrete Junction Boxes The Non-slip lid and frame shall be made of the following material: Non-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 Mebac1 (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. Standard Duty Cable Vaults and Pull boxes Section 9-29.2(2)A is supplemented with the following: (NWR January 21, 2011) Cable Vaults and Pull Boxes Non SI1p Lids AI1 Standard Duty Cable Vaults and Pull Boxes placed in sidewalks, walkways and shared use paths shall have slip resistant surfaces. The Standard Duty Cable Vaults and Pull Boxes steel frame, lid support and lid shall be hot-dip galvanized. The Non-slip lid and frame shall be made of the following material: Non-slip lid ASTM A36 flat steel Non frame ASTM A36 flat steel Both the non-slip lid and non-slip frame shall be treated with Mebac1 (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/$ inch line thickness formed by engraving, stamping or with a stainless steel weld bead. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 100 � � � � � � � � l� � � � � � � � E�l � � � � �� L� �� � � � � 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Electrical Conductors and Cab/e Section 9-29.3(2) is supplemented with the fo{lowing: (NWR October 5, 2009) Video Detection Cabie Coaxial cable or combination (composite/Siamese) cable for video detection shall be RG59/U with a manufacturer's rating of 600 Volts (Non UL - manufacturer's voltage rating of the insulation is acceptable). Combination cable shall be in accordance with the video detection system manufacturer's recommendations for the length of cable required. Detector Loop Wire Section 9-29.3(2)F is revised to read as follows: (NWR October 5, 2009) Detector Loop Wire Detector loop wire shall use 14 AWG stranded copper conductors, and shall conform to IMSA Specification 51-7, with cross-linked polyethylene {XLPE) insulation encased in a polyethylene outer jacket (PE tube). Twisted Pair Communications Cable Section 9-29.3(2)1 is supplemented with the following: LightAnd Signal Sfandards Section 9-29.6 is supplemented with the following: (August 2, 2010) Light Standards with Type 1 Luminaire Arms Lighting standards shall be fabricated in conformance with the methods and materials specified on the pre-approved Plans listed below, provided the following requirements have been satisfied: (a) Light source to pole base distance (H1) shall be as noted in the Plans. Verification of H1 distances by the Engineer, prior to fabrication, is not required. Fabrication tolerance shall be ❑6 inches. (b) Alf other requirements of the Special Provisions have been satisfied. Pre-Approved Plan Fabricator Drawing No. DBQ0654 Rev. D Valmont Ind. Inc. Sheets 1, 2, 3& 4 Drawing No. W3721-1 Ameron Pole Reu H& W3721-2 Prod. Div. Rev. C Drawing No. NWS 3510 Rev. Northwest Signal 1 or NWS 35108 Supply, Inc. i.s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A067 107 Mountina Hqt. 30', 35', 40' & 50' 40'&50' 25', 30', 35', 40', 45' & 50' Rev. 1 Drawing WS-SL-01 Revision 5 American Pole Structures, Inc. 25', 30', 35', 40', 45', 50' Drawing 71035-639 Rev. R9 Sheets 1& 2 of 2, and B100-6335 Rev R1 Drawing 71035-B50 Rev R2 Sheets 1, 2& 3 and B100-B335 Rev. R1 - Drawing No. 71035-B47, Rev R3, Sheet 1 of 1 Elbow Mounting Detail Drawing No. WSDOT LP-01 Rev. 4, Sheets 1 and 2 or WSDOT- LP-01=BE Rev 3 Sheets 1 and 2 or WSDOT - LP-01-C88 Rev 2 Drawing No. 10-31-RWP-1 Rev 4 Sheets ,1, 2& 3 Union Metal Corp Union Metal Corp. Union Metal Corp West Coast Engineering Group KV1/ Industries 40' 50' 40', 50' 25', 30', 35', 40', 45', and 50' 25, 30, 35, 40, 45, 50 Drawing No. 10-31-RWP-3 KW Industries Rev. 1 (Bridge Mount Details) (January 3, 2011) Traffic Signal Standards Traffic signal standards shall be furnished and installed in accordance with the methods and materials noted in the applicable Standard Plans, pre-approved plans, or special design plans. All welds shall comply with the latest AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals. Welding inspection shall comply with Section 6-03.3(25)A Welding Inspection. Hardened washers shall be used with all signal arm connecting bolts instead of lockwashers. All signal arm AASHTO M 164 connecting bolts tightening shall comply with Section 6-03.3(33). Traffic signal standard types and applicable characteristics are as follows: Type PPB Pedestrian push button posts shall conform to Standard Plan J- 20.10 or to one of the foilowing pre-approved plans: Fabricator Drawinq No. - Northwest Signal NWS 3540 Rev 1 and Supply Inc. NWS 3540B Rev. 1 I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 702 � � � I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Type PS Type I Valmont Ind. Inc. D600655 Rev. G Sht. 1 & 2 Ameron Pole M3723 Rev. G Prod. Div. Union Metal Corp. TA-10035 Rev. R3 West Coast Prod. Div. Union Metal Corp. TA-10025 Rev. R14 Wes# Coast Engineering Group WSDOT PP-02 Rev. 1 American Pole WS-PP-03 Rev. 1 C Structures, Inc. Engineering Group WSDOT PP-01 Rev. 1 KW Industries 10-200-PED-1 Rev. 5, Sheets 1 and 2 Pedestrian signal standards shall con#orm to Standa�d Plan J- 20.16 or to one of the following pre-approved plans: Fabricator Drawinq No. Northwest Signal NWS 3540 Rev. 1 and Supply lnc. NWS 3540B Rev. 1 Valmont Ind. Inc. DB00655 Rev.G Sht. 1 & 2 Ameron Pole M3723 Rev G or W3539 Rev. B KV1/ Industries 10-200-PED-1 Rev 5, Sheets 1 and 2 Type I vehicle signal standards shall conform to Standard Plan J- 21.15 or to one of the following pre-approved plans Fabricator Drawinq No. Northwest Signal NWS 3540 Rev 1 and Supply Inc. NWS 3540B Rev 1 Valmont Ind. Inc. D600655 Rev G Sht. 1 & 2 Ameron Pole M3723 Rev. G or W3539 Rev. B Prod. Div 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 103 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 99 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 48 49 50 51 52 Type FB Type RM Union Metal Corp. TA-10025 Rev. R14 West Coast Engineering Group WSDOT PP-02 Rev. 1 American Pole WS-PP-03 Rev. 1 C Structures, Inc. KVN Industries 10-200-PED-1 Rev. 5, Sheets 1 and 2 Type FB flashing beacon standard shall conform to Standard Plan J-21.16 or the following pre-approved plan: Fabricator Drawin_,q No. Union Metal Corp 50200-B58 Rev. R4 Valmont Ind. Inc. DB00655 Rev.G Sht. 1 & 2 Ameron Pole W3539 Rev. B Prod. Div. Northwest Signal NWS 3540 Rev 1 and Supply, Inc. NV1/S 3540B Rev. 1 Valmont Ind. Inc. DB00655 Rev. G Sht. 1 & 2 KVlllndustries 10-200-PED-1 Rev. 5, Sheets 1 and 2 Type RM ramp meter standard shall conform to Standard Plan J- 22.15 or the following pre-approved plan: Fabricator DrawincLNa Union Metal Corp 50200-658 Rev. R4 Ameron Pole W3539 Rev. B Prod. Div Northwest Signal NWS 3540 Rev. 1 and Supply, Inc. NWS 35406 Rev. 1 KW Industries 10-200-PED=1 Rev. 5, Sheets 1 and 2 Type CCTV Type CCN camera pole standards shall conform to one of the fol{owing pre-approved Plans: Fabricator Drawinq No. i� SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 104 � � � � � � � � � � � � � � � � ' �_� � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1S 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Type II Valmont Industries, Inc. DB 00759 Rev L Ameron Pole Product Div. W6CCTV1 Rev D West Coast Engineering Group AP-WSDOT CP-01-Rev. 3 American Pole Structures, LLC WS-CP-01 Rev. 1C Sht. 1 & 2 Union Metal Corporation Drawing No P33-B317, Rev R3, Sheets1, 2 of 2 Union Metal Corporation Drawing No: P33-B318, Rev R6 Sheets 1, 2 of 2 Northwest Signal Supply,lnc. Drawing No. NWS 3545 (For • Type CCTV) KW Industries Drawing No. 10-200-CAM-1 Rev. 6, Sheets 1 and 2 Characteristics: Luminaire mounting height N.A. Luminaire arms N.A. Luminaire arm length N.A. Signal arms One Only . Type II standards shall conform to one of the following pre- approved plans, provided all other requirements noted herein have been satisfied. Maximum (x) (y) (z) signal arm loadings in cubic feet are noted after fabricator. Signal Arm Lenath (max) Fabricator-(x) (y) (z) 65 ft. . Valmont Ind. Inc.-(2894) 65 ft. 65 ft. Union Metal Corp. (2900) Ameron Pole-(2900) Prod. Div. 65 ft. Northwest Signal-(2802) Supply Inc. 45 ft. American Pole(1875) Structures, Inc. 65 ft. American Pole (2913) Structures, Inc. 65 ft. KW Industries C�ir i-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 West Coast 105 Drawinp No. DB00625-Rev. N, Shts. 1, 2 & 3 71026-B86 Rev. R7 Shts. 1, 2, & 3 W3724-1 Rev. I & W37242 Rev. F NWS 3500 Rev 3 or NWS 35008 Rev 3 WS-T2-L Rev 6 WS-T2-H Rev 6 10-200-TSP-4 Rev 4, Sheets 1, 2, and 3 WSDOT TS-01 Rev. 3 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 65 ft. Type Ill Engineering Group Sheets 1, 2, and 3 Maico WSD(3TMA Rev. 3 Industries (2894) Sheets 1, 2 and 3 Characteristics: Luminaire mounting height 30 ft., 35 ft., 40 ft., or 50 ft. Luminaire arms � One Only Luminaire arm type Type 1 Luminaire arm length (max.) ' 16 ft. Signal arms One Only Type III standards shall conform to one of the following pre- approved plans, provided all other requirements noted herein have been satisfied. Maximum (x) (y) (z) signal arm loadings in cubic feet are noted after fabricator. Signal Arm Lenqth (max) Fabricator-(x) (y) (z) 65 ft. Valmont Ind. Inc.-(2947) 65 ft. Union Metal Corp. (2900) 65 ft. 65 ft. 45 ft. 65 ft. 65 ft 65 ft. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZAi'ION 10Ad67 Ameron Pole-(2900) Prod. Div. Northwest Signal-(2802) Supply Inc. American Pole (1875) Structures, Inc. American Pole (2913) Structures, Inc. West Coast Engineering Group Maico Industries (2947) 106 Drawina No. DB00625-Rev.N, Shts. 1, 2 & 3 and"J" luminaire arm 71026-B87 Rev. R8 Shts. 1, 2 & 3 W3724-1 Rev I & W3724-2 Rev. F and "J" luminaire arm NWS 3500 Rev. 3 or NWS 3500B Rev. 3 WS-T3J-L, Sht. 1 of 2 Rev. 9, and Sht. 2 of 2 Rev 4 WS-T3J-H, Sht. 1 of 2 Rev. 8, and Sht. 2 of 2 Rev. 4 WSDOT TS-01 Rev. 3 Sheets 1, 2, and 3 WSDOTMA Rev. 3 Sheets 1, 2 and 3 and "J" luminaire arm 1 2 3 4 5 6 7 8 9 10 11 12 13 14 '{ 5 16 17 18 19 20 . 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 65 ft. KV1l Industries 10-200-TSP-2 Rev. 4, Sheets 1, 2, and 3 Type IV Type IV strain pole standards shall be consistent with details in the plans and Standard Plan J-7c or one of the following pre- approved plans Fabricator Drawin_,�No. Northwest Signal NWS 3520 Rev. 1 or NWS 3520B Rev. 1, Supply inc. Valmont Ind. Inc. 5000-4 Ameron Pole M3650 Rev D Prod. Div. Union Metal Corp. EA-10224 Rev R8 Type V American Pole 9000-12-037 Rev. A Structures, Inc. Maico Industries WA-SP-4 Rev 2, Sheets 1 and 2 of 2 KW Industries 10-200-SP-1 Rev 4, Sheets 1 and 2 KVN Industries 10-200-SP-2 Rev. 5, Sheets 1 and 2 Type V combination strain pole and lighting standards shall be consistent with details in the plans and Standard Plan J-7c or one of the following pre-approved plans: Fabricator Northwest Signal Supply Inc. Valmont Ind. Inc. Ameron Pole Prod. Div. Union Metal Corp. American Pole Structures, Inc. Maico Industries Drawina No. NWS 3520 Rev 1 or NWS 3520B Rev 1 5000-4 M3650 Rev D EA-10225, Reu R8 Shts. 1 & 2 9020-12-007 Rev. B WA-SP-5 Rev 2, Sheets 1, 2& 3 and "J" luminaire arm I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 1Q7 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4Q 41 42 43 44 45 46 47 48 49 50 51 52 The luminaire arm shall be Type 1, 16 foot maximum and the luminaire mounting height stiall be 40 feet or 50 feet as noted in the plans. Type SD Type SD standards require special design. All special design shall be based on the latest AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals and pre-approved plans and as follows: 1. A 90 mph wind loading shall be used. 2. The Design Life and Recurrence Interval shall be 50 years for luminaire support structures. 3. Fatigue design shall conform to AASHTO Section 11, Table 11-1 using fatigue category II{. Complete calculations for structural design, including anchor bolt details, shall be prepared by a Professional Engineer, licensed under Title 18 . RCW, State of Washington, in the branch of Civil or Structural Engineering or by � an individual holding valid registration in another state as a civil or structural Engineer. All shop drawings and the cover page of all calculation submittals shall carry the Prafessional Enginee�'s original signature, date of signature, original seal, registration number, and date of expiration. The cover page shall include the contract number, contract title, and sequential index to calculation page numbers. Two copies of the associated design calculations shall be submitted for approval along with shop drawings. Details for handholes and luminaire arm connections are available from the Bridges and Structures Office. Foundations for various types of standards shall be as follows: Type PPB Type PS Type I Type FB Type RM Type CCTv Type II Type III Type IV Type V Type SD As noted on Standard Plan J-20.10. As noted on Standard Plan J-21.10. As noted on Standard Plan J-21.10. As noted on Standard Plan J-21.10. As noted on Standard Plan J-21.10. As noted in the Plans. As noted in the Plans. As noted in the Plans. As noted in the Plans and Standard Plan J-7c. As noted in the Plans and Standard Plan J-7c. As noted in the Plans. Steel Light and Signal Standards Section 9-29.6(1) is supplemented with the following: I-5 SOUTHBOUND 3207H ST, OFF-RAMP CHANNELIZATION 10A467 108 � � � � � � � � � � I � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 (NWR May 1, 2006) Light and Signal Standard Painting Galvanized steel light and signal standards shall not be painted. Electrical Splice Materials Section 9-29.12(2) is revised to read: Traffic Signal Splice Material Section 9-29.12(2) is revised to read: (NWR May 1, 2006) Induction loop splices shall be either moisture resistant two way heat shrink type meeting SAE-AMS I-23053, or re-enterable type with semi-hardening epoxy filling compound that remains semi-flexible enclosed in a re-enterable rigid mold with end cap seals. Tra�c Signal Controllers Emergency Preemption Section 9-29.13(3) is supplemented with the following: (NWR August 10, 2009) Preemption: The system shall be capable of preempting the controller to the phases shown in the Plans when a signal is received from the field detectar. Pre-emption equipment shall be either Opticom or Tomar. Opticom If Opticom pre-emption equipment is used, the Contractor shall fumish and install the following: 1. Pre-emption detectors shall be Opticom Model 711. 2. Discriminators shall be four-channel model 454 units. One is required at each controller. In addition, where auxiliary Opticom pre-emption is used, the Contractor shall furnish and install the following: 3. A 757 auxiliary optica! detector wiring hamess where more than one detector is called for per channel. 4. A twelve position terminal block of the barrier type rated for 20A at 600 volts RMS minimum and meeting the requirements of Chapter 11 of the Type 170 Hardware Specification, FHWA IP- 78-16 as currently amended. 1-5 SOUTHBOUND 320TH 3T OFF-RAMP CHANNEUZATION 10A067 109 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Tomar Tomar equipment is allowed provided that it is able to receive and respond to Opticom emitter signals. If Tomar equipment is used, the Contractor shall furnish and install the following: i] � 3. Pre-emption detectors shall be Tomar Model 2091-SD complete with mount and mounting hardware. Discriminators shall be Tomar Model 3080 four-channel units. One is required per controfler. The Contractor shall make all initial range adjustments. 4. The pre-emption function operation tests shall be performed using an Opticom emitter. Traffic Actuated Controllers Section 9-29.13(7) is supplemented with the following: (NWR March 13,1995) Traffic Actuated Controllers Section 9-29.13(7) is supplemented with the following: **` Type 2070L (Components: 2070-1 B CPU, 2070-2A, 2070-36, and 2070-4A) control equipment shall be used in this contract *"`i' (NWR July 22, 1999) Controllers The local signal control unit shall be a fully actuated, eight-phase controller Pedestrian functions on a minimum of four phases shall be provided. The following functions shall also be provided in the local signal control unit: 1. Guaranteed Yellow The Yellow interval for all phases shall be 3.5 secands unless the operator sets a higher value for it. 2. Simultaneous Gap Out Two concurrently timing phases shall simultaneously reach a rest state prior to their termination by gap out and prior to advancing across the barrier. A phase in dual ring operation may re-time its gap from a rest state upon vehicle actuation. Auxiliary Equipment for Type 170E, 2070, 2070 Lite, ITS/ATC Controllers Section 9-29.13(7)C is supplemented with the following: (NWR March 31, 2008) I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION � 10A067 110 � � � � � � 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18. 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Controller Auxiliary Equipment Traffic signal control equipment to be furnished shall be provided with: 1. Flash Indication Jumper Plugs One for each vehicle display load switch socket (eight minimum). Provides quick and easy change of indications, either red or yellow, for display during flashing operations. 2. Load Switches All load switches sha11 be model200 units equipped with replaceable solid state relay modules. Load switches shall be provided for all phases, not just phases used with the current configuration. 3. Detection Panel The detection panel. configuration shall conform to the details shown in the Plans. Detection test switches shall be provided for each vehicle and pedestrian input on the input file. The indicators shall be high intensity LEDs. 4. Conflict Monitor For type 170E controllers, the conflict monitor shall be a Model 210N unit. For 2070, 2070 Lite and ITS/ATC controllers the conflict monitor shall be a Model 2010 ECL unit. The conflict monitor shall be capable of supporting the flashing yellow arrow signal head display configuration. 5. Loop Detectors A total of 16 two-channel loop detectors are required at each cabinet. Detectors shall be Reno A& E Type "C1103-SS". Type 170E, 170E-HC-11, 2070, 2070 Lite, ATC Controller Cabinets Section 9-29.13(7)E is supplemented with the following: (NWR October 16, 2006) Cabinet Construction Construction shall be of 0.125-inch sheet aluminum (5052 alloy}, with mill finish. A green construction core shall be installed at each core lock. Upon contract completion, finro master keys for each cabinet shall be delivered to the Engineer. � (NWR March 22, 2010) Generator Transfer Switch The Generator Transfer Switch shall be capable of switching power from a utility power source to an external generator power source. The Transfer Switch enclosure shall be of identical materials and dimensions and insta{lation methods as the Police Panel type enclosu�e specified in the first paragraph of Special Provision 9-29.13(7)E except that the enclosure door shall include a spring loaded construction core I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 711 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 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 contain the following Transfer Switch equipment: One Nema L5-30P Flanged Inlet generator connector One Utility power indicator light 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. The enclosure shall include 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. The conductors from the Generator Transfer Switch enclosure to the cabinet circuit breaker shall be enclosed in nylon mesh sleeve. The enclosure door shall be labeled with the letters �GTS°: (NV1/R October 16, 2010) 332D Controller Cabinet The 322D Controller Cabinet shall be in full compliance the Caltran Standard Plan for the Type 332D four door controfler cabinet, and the following: 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. 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 TTS/COMM side. One police access panel sha11 be installed on the right side of the cabinet, as viewed from the front. Four shatterproof fluorescent interior cabinet lights with self-starting ballast shall be furnished. All fixtures shall be ceiling mounted. The fixtures shall be installed (one each) over the front and back of the racks on the Signal Control and ITS/COMM sides of the cabinet. Door switches shall be installed so that either the front doors or back doors of either side will automatically turn on the light fixture associated with each door. The Traff'ic Control side of the cabinet shall contain the Traffic Signal Controller assembly and shall be fiunished with equipment as described in the contract specifications. The Traffic Control side of the cabinet shall also meet all the I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 112 � � � � ,� � � l� � � � 1 additional equipment requirements of the Type 332 Signal Controller cabinet as 2 indicated in the contract specifications. � ,�' � � �3 4 5 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 The ITSlCOMM side of the cabinet shall contain TTS and Communication equipment and sha11 be furnished with the following: A. 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. B. 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. C. Additonal ITS and Communication equipment as described in the Contract Plans and the TTS section of these Special Provisions. Vehicular Signal Heads, Djsplays and Housing Section 9-29.16 is supplemented with the following: (NWR January 18; 2011) Back Plate Back plates shall be constructed of louvered anodized aluminum. The back plates shall have a minimum 1.5-inch flat border between the louvers and the outside edge of the back plate. The yellow retro reflective sheeting applied around the perimeter of each back plate shall be 1.5 inches wide. Conventionat Tra�c Signal Heads Optical Units Section 9-29.16(2)A is supplemented with the following: (NWR March 8, 2004) LED Signal Displays All traffic signal displays shall be the Light Emitting Diode (LED) type and shall be from one of the following manufacturers: Dialight Corporation 1913 Atlantic Avenue Manasquan, NJ 08736 Telephone: (732) 223-9400 Fax: (732) 223-8788 GELcore, LLC 6810 Halle Drive i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 713 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 38 37 38 39 40 41 42 43 ' 4•4 45 46 47 48 49 50 51 52 Valley �ew, OH 44125 Telephone: (216) 606-6555 Fax: (216) 606-6556 Precision Solar Controls, Inc. 2960 Market Street Garland, TX 75041 Telephone: (972) 278-0553 Fax: (972) 271-9583 Each LED signal module shall be designed to be installed in the door frame of a standard traffic signal housing. The lamp socket, refiector holder and iens used with an incandescent lamp shall not be used in a signal section in which a LED signal module is installed. The installation of an LED signal module shall not require any modification to the housing. The LED signal module shall be a single, self-contained device, not requiring onsite assembly for installation into an existing traffic signal housing. All red and yellow LED signal modules shall be manufactured with a matrix of AIInGaP LED light sources and green LED signal modules shall be manufactures with a matrix of InGaN LED light sources. The LED traffic signal moduls shall be operationally compatible with controllers and conflict monitors on this project. The LED lamp unit shall contain a disconnect that will show an open switch to the conflict monitor when less than 60% of the LEDs in the unit are operationaL Each LED module shall conform to the current standards in Institute of Transportation Engineers (ITE) VTCSH Part 2 and a Cert�cate of Compliance with these standards shalf be submitted by the manufacturer for each type of signal head. The certificate shall state that the lot of signal heads rneets the current ITE speciftcation. A label shall be placed on each LED signal module certifying conformance to this specification. The manu#acturer's name, trademark, serial number and other necessary identification shall be permanentfy marked on the backside of the LED signal module. LED signal modules used on this project shall be from the same manufacturer. A label shall be provided on the LED housing and the Contractor shall mark the label with a permanent marker to note the installation date. The manufacturer shall provide a written warranty against defects in materials and workmanship for the LED signal modules for a period of 60 months after the installation of the modules. All warranty documentation shall be given to the Engineer prior to installation. Traffic Signal Cover Section 9-29.16(4} is supplemented with the following: (NWR August 10, 2009) Covering Material Signal head covering material shall consist of 4 mil minimum thickness black polyethylene sheeting. I-5 SOUTHBOUND 320TH 3T OFF-RAMP CHANNELIZATION 70A067 114 �- � � � � � � � � � � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Vehicle Defector Section 9-29.18 is supplemented with the following: (NWRAugust 10, 20Q9) Loop Amplifier Loop detector amplifiers shall be as follows: Model: Model C-1103-SS Manufacturer: Reno A&E 4655 Aircentet Circle Reno, NV 89502 Ph: (775) 826-2020 www.renoe.com (NWR March 4, 2009) Loop Sealant Loop sealant for use in HMA pavement shall be one of the following: 1. RAI Pro-Seal 6006EX 2. QCM EAS-14 3. 3M Black 500Q 4. Craftco Inc. Part #34271 When 3M Black 5000 is installed below the final lift o# an HMA installation, a minimum of 5 consecutive days of cure time is required before either the finat lift is installed or vehicle traffic is allowed over the installation Loop sealant for use on concrete bridge decks and PCC pavement shall be one of the following: 1. 3M Black 5000 2. Gold Label Flex 1 P 3. QCM EAS-14 Loop sealant installation shall conform to the manufacturer's recommendations. (NWR August 10, 2009) Video detection All components needed to provide a, complete video detection system shall be supplied and installed per manufacturer's recommendation. The video detection equipment shall include, but not be limited to, Cameras, Camera Housings, Camera Lens, Camera Mounting Hardware, �deo Image Processors, Input File Adapters, lens Adjustment Modules, Keypad and Monitor. The video detection system shall be capable of supplying video detection to the signal controller phases as indicated in the plans. The video detec#ion system shalf be one of the following: I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 115 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Iteris Vantage Edge Iteris 1515 S. Manchester Avenue Anaheim, CA. 92802-2907 2. Traficon VIP3 Traficon NV Bissegemsestraat 45 B-8501 Heule Belgium, Europe Pedesi`rian Push Buttons Section 9-29.19 is supplemented with the following: (NWR February 3, 2011) � Polara Pushbutton Station Pedestrian pushbutton assembly equipment shall be the 2-wire Navigator Pushbutton Station from the following manufacturer. Polara Engineering Inc. 9153 Stellar Court Corona, Ca 92883 http://www. pola ra. com/ The pushbutton assemblies and adapters shall be Forest Green in color. The sign shall be 9 inch by 12 inch, option B(MUTCD R10-3b), when used in conjunction with a non-countdown type pedestrian signal display or 9 inch by 15 inch, option G (MUTCD R10-3e), when used in conjunction with a countdown type pedestrian signal display. The sign shall include a frame adapter plate. Each Navigator Pedestrian Signal system shall include one Navigator Central Control Unit. The Central Control Unit shall include a rail mounting bracket assembly and mounting hardware. A Navigator Configurator shall be furnished with each control unit. Pedestrian Signals Section 9-29.20 is supplemented with the following: (NWR May 1, 2006) LED Pedestrian Signal All pedestrian signal displays shall be the Light Emitting Diode (LED) type. NWR January 26, 2011) Countdown Pedestrian Signal All pedestrian signal displays shall be the countdown type signal display as follows and from the following manufacturer: Model: 430-6479-001 X I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 1QA067 116 l� � � � �! � � f J �� l� � � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Manufacturer: Dialight 1501 Route Farmingdale, NJ http://www.dialight.com/ LED Pedestrian Displays Section 9-29.20(1) is supplemented with the following: V��. 34 South 07727 (NWR May 1, 2006) LED Pedestrian Signal Display Modules Each �ED pedestrian signal module shall be designed as retrofit replacements for optical units in a standard pedestrian signal housing and shall not require special tools for installation. The installation of an LED pedestrian module shall not require any modi�cation to the housing. Each LED pedestrian module shall be a single, self-contained device, not requiring any on-site assembly for installation into any pedestrian signal housing. The power supply for the LED pedestrian module may be packaged as a separate module. All pedestrian "HAND" modules shall be Portland Orange and shall conform to current ITE standards for size, chromaticity and intensity. LED pedestrian "HAND" modules shall be manufactured with a matrix of AIInGaP LED light sources. All pedestrian walking "MAN° modules shall be Lunar White and shall conform to current ITE standards for size, chromaticity and intensity. LED pedestrian walking "MAN° modules shall be manufactured with a matrix of InGaN LED light sources. The "HAND" and walking "MANp message bearing surfaces shall be filled, not outline, symbols. The LED pedestrian modules shall be operationally compatible with controllers and conflict monitors on this project. Each LED pedestrian module shall be proteated against dust and moisture intrusion in accordance with the NEMA Moisture Resistant STD 250-1991 for Type 4 enclosures to protect all internal components. The assembly, manufacturing, and mounting of the LED pedestrian module shall be designed to assure all internal LED and electronic components are adequately supported to withstand mechanical shock and vibration from high winds and other sources. The manufacturer's name, trademark, serial number and other necessary identification shall be permanently marked on the backside of the LED pedestrian module. A label shall be provided on the LED housing and the Contractor shall mark the label with a permanent marker to note the installation date. Each LED pedestrian module shall operate at 60+3 Hz. Nominal operating voltage for all measurements shall be 120±3 volts rms. The LED circuitry shall prevent flicke� at less than 100 Hz over the voltage range specified above. Fluctuations in the line voltage specified above shall not afFect luminous intensity by more than +10%. The signal module on-board circuitry shall include voltage surge protection to withstand high-repetition noise transients and low-repetition high-energy transients as stated in Section 2.1.6, NEMA Standard TS-2, 1992. The individual LED light sources shall be wired so that catastrophic failure of any one LED light source will result in the loss of not more than 20% of the signal module light sources. LED pedestrian signal I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 117 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 modules shali provide a power factor of 0.90 or greater when operated at nominal operating voltage, and 77°C. Total harmonic distortion induced into an AC power line by an LED pedestrian module shall not exceed 20%. Each LED pedestrian module and associated onboard circuitry shall meet Federal Communications Commission (FCC) Title 47, SubPartB, Section 15 regulations concerning the emission of electrical noise. Two secured, color coded, 600V, 20AWG minimum, jacketed wires, conforming to the National Electrical Code, rated for service at 221 °C, shall be provided for electrical connection. Amplifier, Transformer, and Terminal Cabinets Section 9-29.25 is supplemented with the following: Equipment Lisf And Drawfngs Section 8-20.2(1) is supplemented with the following: (NWR November 13, 1996) Manufacturer's data for materials proposed for use in the contract which require approval shall be submitted in one complete package. (NWRApril 19, 1995) Pole base to light souree distances (H1) for lighting standards with pre-approved plans shall be as noted in the Plans. (NWR April 19, 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. Construction Requirements General Section 8-20.3(1) is supplemented with the following: (NWR May 15, 2000) Energized Equipment Work shall be coordinated so that electrical equipment, with the exception of the service cabinet, is energized within 72 hours of installation. (NWR June 20, 1995) Pole Removal Poles designated for removal shall not be removed prior to approval of the Engineer. (NWR January 11, 2005) Signal Display Installation Signal displays shall be installed no more than 30 days prior to scheduled signal turn on or changeover. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 70A06T 118 � � � � � � � � � � � � � � � � � � 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 (NWR October 31, 2005) Construction Core Installation The Contractor shall coordinate installation of construction cores with Contracting Agency maintenance staff through the Engineer. The Contractor shall provide written notice to the Engineer, a minimum of seven working days in advance of proposed installation. The Contrac#or shall advise the Engineer in writing when construction cores are ready to be removed. (NWR May 15, 2000) Electrical Equipment Removals Removals associated with the electrical system shall not be stockpiled within the job site without the Engineer's approval. (NV1/R April 18, 1996) A portion of the existing electrical equipment to be removed shall remain the property of WSDOT. The following shall be disconnected, dismantled, and delivered to WSDOT as specified in the subsection Delivery of Removed Items: Items Video Cameras & Associated equipments ,■ uantities (NWR April 11, 2001) Wire Removal Remove all wires from salvaged light and signal standards. (NWR September 20, 1995) Controller Cabinet Removal Controller cabinets shall not be removed until all associated electronic equipment is removed by Contracting Agency signals personnel. All other equipment shall be removed by the Contractor and delivered within 24 hours following removal to the Contracting Agency. (NWR November 16, 1995) Span Wire Removal Span wire shall not be lowered or disconnected from strain poles until all associated signal heads and signs have been removed from the span. (NWR April 11, 2001) Contractor Owned Removals All removals associated with an electrical system, which are not designated to remain the properly of the Contracting Agency, shall become the property of the Contractor and shall be removed from the project. The Contractor shall: Remove all wires for discontinued circuits from the conduit system. Remove elbow sections of abandoned conduit entering junction boxes. 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 119 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4�4� 45 46 47 48 49 50 51 52 Abandoned conduit encountered during excavation shall be removed to the nearest outlets or as directed by the Engineer. Remove foundations entirely, unless the Plans state otherwise. Backfill voids Backfilling and 09.3(1)E. �l � � created by removal of foundations and junction boxes. � compaction shalf be perfo�med in accordance with Section 2- �******� Removal of Temporary Illumination and Traffic Signal Systems When the permanent illumination system and traffic signal system are complete and operational, the Contractor shall completely remove all temporary illumination systems and traffic signal systems. All service cabinets, controller cabinets, junction boxes, signal poles, and conduits installed as part of the temporary systems, that will become part of the associated permanent systems, shall remain. All other items, except video detection systems, shall become the property of the Contractor and shall be removed from the site according to subsection "All Removal". Removal of the temporary systems shall be coordinated through the Engineer. (NWR February 22, 2005) Delivery of Removed Items Removed electrical equipment which remains the property of the Contracting Agency shall be delivered ta WSDOT Signal Shop 3700 9th Ave. So. Seattle WA 98134 Phone: (206) 442-2110 Five days written advance notice shall be delivered to both the Enginee� and the Electronic Pa�ts Specialist at the address listed above. Delivery shall occur during the hours of 8:00 a.m. to 2:00 p.m. Monday through Friday. Material will not be accepted without the required advance notice. Equipment damaged during removal or delivery shall be repaired or replaced to the Engineer's satisfaction at no cost to the Contracting Agency. The Contractor shall be responsible for unloading the equipment where directed by the Engineer at the delivery site. Conduit Section 8-20.3(5) is supplemented with the following: (NWR August 10, 2009) Conduit Seal, Detectable Tape and Location Wire Upon installation of wiring, all conduits entering pad mounted cabinets, all concluit 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 i-s SOUTHBOUND 320TH 3T OFF-RAMP CHANNEUZATION 10A067 124 , � ��'' � �, '� � � � � � � � � � � �I � �� , ' , Il ' ' � � �� � � � � , ' LJ ' ' I�I � 1 2 3 4 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 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 Ibs. 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. Location wire routed into pull boxes or cable vauits shall be attached to the "CH 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. Junction Boxes, Cab/e Vaults, and Pull boxes Section 8-20.3(6) is supplemented with the folfowing: (NWR March 22, 2010) Junction Boxes, Cable Vaults, and Pult Boxes Unless otherwise noted in the Plans or approved by the Engineer, junction boxes, cable vaults and pull boxes shall not be placed within the traveled way or• paved shoulders. All junction boxes, cable vaults, and pull boxes placed within the traveled way or paved shoulders shall be heavy-duty. 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, unit�ss installation is necessary to maintain system operation. If wire is installed for this reason, sufficisnt slack sha(I be left to allow for future adjustment. When junction boxes, cable vaults and pull boxes are installed or adjusted prior to construction of finished grade, pre-molded joint filler for expansion joints may be placed around the junction boxes, cable vaults and pull boxes. The joint filler shall be removed prior to adjustment to finished grade. Adjustments involving raising or lowering of new or existing junction boxes shall require conduit modification if the resultant clearance between top of conduit and the junction box lid becomes less than six inches or more than ten inches. Wiring shall be replaced if sufficient slack is not maintained. The six-inch gravel pad required in Standard Plan J-40.10.01 and J-40.30.00 shall be maintained. When existing junction boxes do not have this gravel pad, it shall be installed as part of the adjustment to finished grade. Where conduit and junction boxes are placed in barrier, fhe prime Contractor shall coordinate the work of the Contractor constructing the barrier and the electrical i-s SOUTHBOUND 320TH ST OFF-RAMP CHANNEUZATION 10A067 121 2 3 4 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26• 27 28 29 30 31 32 33 34 35 36 37 38 40 41 42 43 44 45 46 47 48 49 50 51 52 Contractor so that each junction box placed in the barrier is placed in correct alignment with respect to the bamer, with the face of the box flush. The junction box shall be parallel to the top of the barrier within a 1-degree tolerance. If any point on the face of a junction box placed in barrier is recessed more than 1/8 inch from the surtace of the barrier, the Contractor shall install a box extension per the Engineer's approval and grout around the extension or remove and replace the entire section of barrier. Heavy-duty Type 4, 5 and 6 junction boxes, cable vaults and pull boxes shall be installed in accordance with the following: 1. Excavation and backfill shall be in accordance with Section 2-09. Excavation for junction boxes, cable vaults and pull boxes shall be sufficient to leave one foot in the clear between their outer surface and fhe earth bank. 2. Junction boxes, cable vaults and pull boxes shall be installed on a level 6- inch iayer of crushed surFacing top course, in accordance with 9-03.9(3), placed on a compacted or undisturbed foundation. The crushed surfacing shall be compacted in accordance with Section 2-09.3(1)E. 3. After installation, the lid/cover shall be kept bolted down during periods when work is not actively in progress at the junction box, cable vault or pull box. 4. Before closing the lid/cover, the lid/cover and the frame/ring shaN be thoroughly brushed and cleaned of all debris. There shall be absolutely no visible dirt, sand or other foreign matter between the bearing surfaces. 5. When the lid/cover is closed for the final time, a liberal coating of anti- seize compound shall be applied to the bolts and nuts and the lid shall be securely tightened. 6. Hinges on the Type 4, 5 and 6 junction boxes shall be located on the side of the box, which is nearest to adjacent shoulder. Hinges shall allaw the lid to open 180 degrees. Wiring Section 8-20.3(8) is supplemented with the following: (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) �re Splices All spfices shall be made in the presence of the Engineer. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION . 10A067 122 ' ' � � � , LJ � � � ' �J ' ' ' I 'u � � ' � � � ��J �J l� ' � u �� ._ � ' � ' ' ll LJ , � ��'i l, ' � 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 (NWR May 1, 2006) Illumination Circuit Splices Temporary spiices shall be the heat shrink #ype. (March 13, 1995) Field Wiring Chart 501 502 503-510 511-515 Movement Number AC+ Input AC- Input Control-Display Sign Lights Vehicle Head Red Yellow Green Spare Spare AC- Red Auxiliary Yellow Auxiliary Green Auxiliary Pedestrian Heads & Dets. Hand Man AC- Detection Common-Detection Spare Spare Spare Spare Detection AC+ AC- Common-Detection Detection A Detection B Loop 1 Out �oop 1 !n Loop 2 Out Loop 2 In Supplemental Detection Loop 3 Out Loop 3 In Loop 4 Out Loop 4 In Loop 5 Out Loop 5 In Loop 6 Out t-S SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 516-520 Raiiroad Pre-empt 5A1-5D5 Emergency Pre-empt 541-580 Coordination 581-599 Spare 1 2 3 4 5 6 7 8 9 611 621 631 641 651 661 671 681 691 612 622 632 642 652 662 672 682 692 613 623 633 643 653 663 673 683 693 614 624 634 644 654 664 674 684 694 615 625 635 645 655 665 675 685 695 616 626 636 646 656 666 676 686 696 617 627 637 647 657 667 677 687 697 618 628 638 648 658 668 678 688 698 619 629 639 649 659 669 679 689 699 711 712 713 714 715 716 717 718 719 721 722 723 724 725 726 727 728 729 731 732 733 734 735 736 737 738 739 741 742 743 744 745 746 747 748 749 751 752 753 754 755 756 757 758 759 761 762 763 764 765 766 767 768 769 771 781 772 782 773 783 774 784 775 785 776 786 777 787 778 788 779 789 791 792 793 794 795 796 797 798 799 811 821 831 841 812 822 832 842 813 823 833 843 814 824 834 844 815 825 835 845 816 826 836 846 817 827 837 847 818 828 838 848 819 829 839 849 911 921 931 912 922 932 913 923 933 914 924 934 915 925 935 916 926 936 917 927 937 123 851 861 871 881 891 852 862 872 882 892 853 863 873 883 893 854 864 874 884 894 855 865 875 885 895 856 866 876 886 896 857 867 877 887 897 858 868 878 888 898 859 869 879 889 899 941 951 942 952 943 953 944 954 945 955 946 956 947 957 961 962 963 964 965 966 967 971 981 991 972 982 992 973 983 993 974 984 994 975 985 995 976 986 996 977 987 997 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Loop 6 In Spare lllumination Systems Light Standards 918 928 938 948 958 968 978 988 998 919 929 939 949 959 969 979 989 999 Section 8-20.3(13)A is supplemented with the following: (NWR May 1, 2006) � Slip Base When slip bases are installed, the conduit, anchor bolts, and other obstructions shall terminate at a height below the elevation of the top of the bottom slip plate. Signal Systems Section 8-20.3(14) is supplemented with the following: (NWR August 10, 2009) Temporary Video Detection System Temporary video detection systems shall be completely installed and made operational prior to any associated induction ioop being disabled. (NWR August 10, 2008) Video Detection Equipment Training The Contractor shall provide a minimum of eight hours of video detection equipment training for Contracting Agency personnel. The Contractor shall provide for the video equipment manufacturer or their duly authorized representative to conduct the training. The Contractor shall notifjr the Project Engineer seven days in advance of the training session. All pertinent documentation including, but not limited to maintenance and operation manuals and wiring diagrams shall be made available for use in this training session. Signal Heads In Section 8-20.3(14)B the first paragraph is revised to read as follows: (NWR December 3, 2010) Signal Heads Installation with Back Plates Signal heads shall not be installed at any intersection until all other signal equipment is installed and the controller is in place, inspected, and ready for operation at that intersection, unless ordered by the Engineer. If the Engineer orders advance installation, the signal heads shalt be covered to clearly indicate the signal is not in operation. The signal head covering material shall be of sufficient size to entirely cover the display. The covering shal{ extend over all edges of the signal housing and shall be securely fastened at the back. Signal heads shall be installed with back plates. A 1.5-inch wide strip of yellow retro reflective sheeting shall be applied to the outside border of the back plates in accordance with the manufacturer's recommendations. The I-5 30UTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A0B7 124 J ' C � � � � , � � �� , ' � I '� ;� ' J � , , , � �' � � l! �J �I ,: C � ' ' ' , � � � ' application surface of the back plate shall be cleaned, degreased with isopropyl alcohol and dried prior to application of the sheeting. Induction Loop Vehicle Detectors Section 8-20.3(14)C is supplemented with the fo(Iowing: (NWR August 16, 2010) Round Loops Round loops shall be requirements: constructed in accordance with the following 1. Loop conductor and lead in cable shall conform to these Special Provisions. 2. Round sawcuts shall be six feet in diameter and shall be constructed using equipment designed for cutting round loops. The equipment shall use a concave, diamond-segmented blade. The sawcuts shall be normal to the pavement surFace and shall be a minimum of 0.25 inches wide. The sawcut depth shall be a minimum of 2 5/8 inches and a maximum of three inches measured at any point along the perimeter, except on bridge decks. Othe� methods of constructing the round sawcut, such as anchoring a router or flat blade saw, will not be allowed. 3. The bottom of the sawcut shall be smooth. No edges created by differences in sawcut depths will be allowed. 4. All sawcut comers shall be rounded to a minimum 1.5 inch radius. 5. All sawcuts shall be cleaned with a 1000 psi high pressure washer as certified by the manufacturer's label on the machine or as measured by an in fine pressure gauge. Wash water and slurry shall be vacuumed out and the sawcut shall be blown dry with compressed air. Disposal of the wash water and slurry shall comply with the requirements of Section 1-07.5(3) and the Special Provision LEGAL, RElAT10NS AND RESPONSIBILITIES TO THE PUBLIC. 6. Loops shall be installed after paving the final lift of roadway surFacing material. 7. The conductor shall be installed one turn on top of the previous tum. AN turns shall be installed in a clockwise direction. The conductors shall be secured to prevent floating with 2-inch lengths of high temperature foam backer rod sized for a snug fit. The backer rod shall be spaced at 2-foot intervals�around the perimeter of the sawcut and at corners. 8. Installation of the sealant shall completely encapsulate the loop conductors. A minimum of one inch of sealant shall be provided befi+veen the top of the conductors and the top of the sawcut. The top of the sealant shall be flush to 1/8 inch below the top of the sawcut. 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 9 5Q 51 52 I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 12S 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 9. Use of kerosene solvent is prohibited. {NWR February 22, 2005) induction Loop Vehicle Detectors In Section 8-20.3(14)C, Items 2 and 11 and the last two sentences of Item 4 are deleted. Test for Induction Loops and Lead-in Cable Section 8-20.3(14)D, is supplemented with the following: (NWR October 5, 2009) Induction Loop Tests Test A and Test D are revised as follows: Test A— The DC resistance between the 2 lead-in cable wires, including the loop, shall be measured by a volt ohmmeter. The resistance shall not exceed 5-ohms or lower the Q of the circuit below 5 where Q is equal to the "Inductive Impedance @ 50 kH2" divided by "Resistance". Test D- An inductance test shall be mad� to determine the inductance level of each inductance loop. The Contractor shall record the inductance level of each inductance loop installed on the project and shall furnish the findings to the Engineer. An induction level, as measured from the controller cabinet, below 50-microhenries is considered a failure. Measurement Section 8-20.4 is supplemented with the following: (NWR August 10, 2009) When the following is shown as lump sum in the Plans or in the Proposal, no specific unit of ineasurement will �apply, but measurement will be for the sum total of all items for a complete system to be fumished and insta1led. (NWR August 10, 2009) Temporary Traffic Signal System (NWRAugust 10, 20Q9) Temporary Illumination System Payment Section 8-20.5 is supplemented with the following: (NWR August 10, 2009) The lump sum Contract price for each of the following items shall be full pay for the construction of the complete electrical system, modifying existing systems, or both, including sign lighting systems, as described below and as shown in the Plans and herein speci�ed including excavation, back�lling concrete foundations, conduit, wiring, restoring facilities destroyed or damaged during construction, salvaging existing �-5 SOUTHBOUND 320TH ST OFF-RAMP ' CHANNELIZATION 10A067 126 J � ' LJ C , ' ' �� ' � i C u � � � � ' L_ J ' � ' , ' � � � ' , ' � ' ' u � ' 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 2a 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 48 49 50 materiais, and for making all required tests. All additional materials and labor, not shown in the Plans or called for herein and which are required to complete the electrical systems, shall be included in the lump sum Contract price. (NWR August 10, 2009) "Temporary Traffic Signal System ", lump sum. (NWR August 10, 2009) "Temporary Illumination System ", lump sum. (NWR August 10, 2009) All costs for installing conduit and junction boxes containing both signal wiring and signal interconnect shall be included in the lump sum contract prices for the associated traffic signal system bid item. (NWRAugust 10, 2009) All costs associated with the removal of a temporary traffic signal system, temporary illumination system, temporary traffic and illumination system or a temporary video detection system shall be included in the lump sum contract price for the associated bid item. The paragraph following the bid item "Directional Boring" is supplemented with the following: (NWR August 10, 2009) The unit contract price per linear foot for "Directional Boring" shall be full pay for the directional boring regardless of the number of conduits installed in the boring tunnel. PERMANENT SIGNING Materials Roadside Sign Structures Section 9-06.16 is supplemented with the following: (January 3, 2011) PerForated Steel Square Sign Post System Where noted in the Plans, steel sign post systems shall be square, pre-punched galvanized steel tubing, that are NCHRP 350 Test Level 3 Certified and FHWA approved. The steel sign post system shall include all anchor sleeves, and other hardware required for a complete sign installation. System Acceptance Systems listed in the current QPL will be accepted per the QPL approval code. Systems not listed in the QPL will be accepted based on a Supplier's Cert�cate of Compliance. The Supplier's Certificate of Compliance will be a contract specific letter from the supplier stating the system is NCHRP 350 Test Level 3 compliant. Sign Support Structures Section 9-28.14 is supplemented with the following: i� SOUTHBOUND 32QTH ST OFF-RAMP CHANNELIZATION 10A067 127 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2�0 21 22 23 24 25 26 27 2$ 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 (BSP April 5, 2010) Sign Structure Foundation Shaft Casing And Slurry All temporary casing shall be a smooth wall non corrugated structure of steel base metal. All temporary casing shall be of ample strength to resist damage. and deformation from transportation and handling, installation and extraction stresses, and all pressures and forces acting on the casing. The temporary casing shall be capable of being removed without deforming and causing damage to the completed shaft, and without disturbing the surrounding soil. The temporary casing shall be clean prior to placement in the excavation. The temporary casing may be telescoped, but the outside diameter of the temporary casing shall not be less than the specified diameter of the shaft. Slurry for shaft foundations shall be either synthetic slurry or water slurry, conforming to the following requirements Synthetic Slurries Synthetic slumes shall be used in conformance with the manufacturer's recommendations, and the quality control plan specified in $ection 8-21.3(9)F as supplemented in these Special Provisions. The sand content of synthetic slurry prior to final cleaning and immediately prior to placing concrete shall be less than 2.0 percent, in acco�dance with API 138-1, Section 5. Water Slurry (with or without site soils) Water with or without site soils may be used as slurry when casing is used for the entire length of the drill,ed hole. Use of water slurry without full length casing may only be used with the approval •of the Engineer. Water slurry shall conform to the following requirements: Property Test Mud Weight (Density) API 13B-1, Section 1 Requirement Density (pcf) Sand Content (percent) Sand API 13B-1, Section 5 Slurry temperature shall be at least 40F when tested. 65 max. 1.0 max. (January 3, 2011) Manufacturers for Steel Roadside Sign Supports The Standard Plans lists several steel sign suppo�t types. These supports are patented devices and many are sole-source. All of the sign support types listed below are acceptable when shown in the Plans. Steel Sisan Supqort Tvae Type TP-A & TP-B Manufacturer Transpo Industries, Inc. Type PL, PL-T & PL-U Type AS 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 Northwest Pipe Co. Transpo Industries, Inc. 128 ' �I , ' � , LJ � � , ,� LJ �J � ' , �I � , � ' ��J , ' � ' C J , � � , , LJ L__J u ;r1 I � �' � 1 z 3 5 6 8 9 10 11 12 13 14 15 16. 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Type AP Type ST 1, ST 2, ST 3, & ST 4 Type SB-1, SB-2, & S6-3 Transpo Industries, Inc. Ultimate Highway Products, Allied Tube & Conduit, Inc., Northwest Pipe, Inc. Ultimate Highway Products, Xcessories Squared Development and Manufacturing Incorporated, Northwest Pipe, Inc. Steel Structures and Posts Section 9-28.14(2) is supplemented with the following: (BSP September 20, 2010) . Monotube Sign Structures Structural steel, except for cover plates, anchor rod templates and as otherwise shown in the Plans, shall conform to either ASTM A 572 Grade 50, or ASTM A 588. Cover plates shall conform to ASTM A 36. Handhole cover screws shall conform to ASTM F 593, Grade 1. Sign bracket bolts, nuts, and washers shall conform to Section 9-06.5(1). Monotube sp{ice bolts, mounting beam rods, and associated nuts and washers, shall conform to the Section 9-06.5{3) requirements for AASHTO M 164, and shall be galvanized after fabrication in accordance with AASHTO M 232. Tension control bolts conforming to ASTM F 1852 may be used as monotube splice bolts, and if used shall be galvanized after fabrication in accordance with ASTM B 695 Class 55 Type L Anchor rods shall conform to ASTM F 1554 Grade 105, including supplemental requirements S2, S3, and S5. Nuts shall conform to AASHTO M 291 Grade DH. Washers shall conform to AASHTO M 293. Anchor rods shall be galvanized a minimum of 1'-0" at the exposed end in accordance with AASHTO M 232. Nuts and washers shall be galvanized in accardance with AASHTO M 232. Construction Requirements Si,grn Structures Fabrication of Steel Structures Section 8-21.3(9)A is supplemented with the following: (BSP August 3, 2009) Monotube Sign Structures Bolted Connections All bolted connections shall be made using the direct tension indicator method, except as otherwise specified. 1-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A06T 129 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 The Contractor may use tension control bolts at all monotube splice locations, subject to the following conditions: 1. The tension control bolts shall incorporate a design feature intended to either indirectly indicate, or to automatically provide, the bolt tension as specified in Table 3 of Section 6-03.3(33). 2. The Contractor shall submit the tension control bolt system to the Engineer for approval, including but not limited to bolt capacities, type of bolt, nut, and washer lubricant, rr�ethod of packaging and protection of the lubricated bolt, installation equipment, calibration equipment, and installation procedures. 3. Verification testing of the tension control bolt system shall be performed at the job site in a device capable of indicating the actual bolt tension. A representative sample of not less than three bolt and nut assemblies of each diameter, length, and grade, used for structure assembly shall be tested. The test assembly shall include the type of washers specified for the structure, and the bolt, nut, and washers shall be arranged in the device as specified in the Plans for the structure. The test assembly shall use the lubricated bolts as supplied by the manufacturer. 4. The verification testing shall demonstrate that each bolt develops a tension not less than the tension specified in Table 3 of Section 6-03.3(33). 5. The tension control bolt manufacturer's installation procedure shall be followed for installation of bolts in the verification testing device, in all calibration devices, and in all structure connections. 6. Upon receiving the Engineer's approval of the verification testing results, the Contractor shall assemble the bolts in the splice locations as follows: a. All bolts, nuts, and washers shall be lubricated as supplied by the manufacturer and as tested during verification testing. b. All bolts shall be initially tightened sufficiently to bring all plies of the splice joint into firm contact buf without yielding or fracturing the tension contro! or tension indicator element of the bolts. c. All bolts shall be tightened further, progressing systematically from the most rigid part of the connection to the free edges in a manner that will minimize relaxation of previously tightened bolts. In some cases, proper tensioning of the bolts may require more than one cycle of systematic partial tightening prior to final I-5 SOUTHBOUND 32DTH ST OFF-RAMP CHANNELIZATION 90A067 130 C� , ' � � ' C� l� ' ' , C� ' � ' u ' l_ J u � ' LJ ' , � �J �l , ' ' l.J ' � ' � , ' ' 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 48 49 50 51 52 yield or fracture of the tension control or tension indicator element of each bolt. d. If yield or fracture of the tension cantrol or tension indicator element of a bolt occurs prior to the �na! tightening cycle, that bolt shall be replaced with a new one. 7. Additional field verification testing shall be performed as requested by the Engineer. 8. All bolts and connecting hardware shall be stored and handled in a manner to preven# corrosion and loss of lubricant. Bolts which are installed without the same lubricant coating as tested under the veri�cation test will be rejected, shall be removed from the joint, and shall be replaced with new lubricated bolts at no additional cost to the Contracting Agency. Shop Assembly Prior to galvanizing, the Contractor shall shop assemble the completed structure lying on its side in an undeflected position to ensure correct alignment, accuracy of holes, fit of joints, smooth camber profile, and the specified amount of camber. The joints shall be bolted with a sufficient number of bolts tightened snug tight to close the joints as they would be in the finaf field assembled position., The Cont�actor shall not disassemble the sign structure for galvanizing as specified until receiving the Engineer's approval of the shop assembled structure. Zinc Coating and Painting All galvanized surfaces exposed to view after erection shall be shop painted or shop powder coated in accordance with Section 6-07.3(11), except when the Plans or Special Provisions require field painting only in accordance with Sections 6-07.3(9)I and 6-07.3(11)A. Contact surfaces of the field bolted connections sha8 be left as galvanized without any overcoat. The color of the finish coat shall match color No. 35237 Federal Standard 595 latest edition when dry. All galvanized surfaces specified to be painted or powder coated shall be prepared for coating in accordance with the ASTM D 6386 and Section 6- 07.3(11). The method of preparation shall be as agreed upon by the paint or powder coating manufacturer and the galvanizer. The Contractor shall not begin painting or powder coating the sign structure until receiving the Engineer's approval of the prepared galvanized surface. After completing erection, the Contractor shall repair all metal surfaces with damaged paint or powder coatings and exposed metal with a field repair coating in accordance with Section 6-07.3{9)I and Section 6- 07.3(11)A (for paint) or Section 6-Q7.3(11)B (fo� powder coating). The color of the finish coat of the field repair coating, when dry, shalf match the color specified. above. I-5 SOUTHBOUND 320TH ST OFF-RAMP CHANNELIZATION 10A067 731 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 43 44 46 47 48 49 Field Assembling The Cont�actor shall furnish and install the vibration damper as shown in the Plans. The damper shall be installed before the sign structure is erected. Welding Inspector Qualification ` The fabricator shop will provide a Certified Welding Inspector. The inspector shall be a AWS Certified Welding Inspector (CWI) qualified and certified in accordance with the provisions of AWS QCI Standard for Qualification and Certification. Welding Inspeation Welds for monotube sign structures shall be inspected using the methods described below. 1. Visuallnspection All welds shall inspected. , ' � ' � , have 100 percent of their length visually 2. Magnetic Pa�ticle Inspection Fillet welds, and longitudinal butt joint welds in beams, shall have 30 percent of their length inspected using magnetic-particle testing techniques. If rejectable flaws are found in any test length of the weld, the full length of the weld or five feet on either side of the test length, whichever is less, shall be tested. 3. Ultrasonic Inspection Groove welds, except the post to beam connection weld and longitudinal butt joint welds in beams, shall have 100 percent of their length inspected using ultrasonic testing techniques. The testing procedure and acceptance criteria for tubular members shall conform to the latest edition of the AWS Structural Welding Code D1.1-SteeL 4. Dye-Penetrant or Magnetic Particle Inspection The post to beam connection weld shal{ have 100 percent of its length inspected using dye-penetrant or magnetic-particle testing techniques. The inspection shall be performed after the root pass and after completion of the weld. Foundations Section 8-21.3(9)F is supplemented with the following: (BSP July 12, 2000) The Contractor shall not construct grout pads at the base of the monotube sign structures. ' � LJ ' ' ' ' ' ' , I-5 SOUTHBOUND 320TH ST OFF-RAMP CHAN