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AG 17-043 RETURN TO: PW ADMIN EXT: 2700 ID#: 2) L(5 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM ORIGINATING DEPT/DIV: PUBLIC WORKS/STREETS I. ORIGINATING STAFF PERSON:NAVEEN CHANDRA EXT:2729 3. DATE REQ.BY:RUSH I. TYPE OF DOCUMENT(CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT(E.G.,RFB,RFP,RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT o PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT o GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/CDBG o REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT(E.G.BOND RELATED DOCUMENTS) o ORDINANCE ❑ RESOLUTION 2"CONTRACT AMENDMENT(AG#):17-043 ❑ INTERLOCAL ,Et'OTHER CHANGE ORDER#4 G. PROJECT NAME:S.356TH STREET IMPROVEMENTS PROJECT(PACIFIC HIGHWAY TO ENCHANTED PARKWAY S) i. NAME OF CONTRACTOR: SCI INFRASTRUCTURE,LLC ADDRESS:2825 S 154TH STREET,SEATTLE,WA 98199 TELEPHONE 206-242-0633 E-MAIL:MARK@SCIINFRASTRUCTURE.COM FAx:206-242-0792 SIGNATURE NAME:MARK SCOCCOLO TITLE:MANAGER P. EXHIBITS AND ATTACHMENTS:o SCOPE,WORK OR SERVICES o COMPENSATION o INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES o PRIOR CONTRACT/AMENDMENTS CFW LICENSE#02102515 BL,EXP. 12/31/2018 UBI#602094857 ,EXP. / / '. TERM: COMMENCEMENT DATE: COMPLETION DATE:UPON COMPLETION I. TOTAL COMPENSATION:$4,109,451.25 INCLUDES $127,469.40 FOR THE CHANGE ORDER#4 (INCLUDE EXPENSES AND SALES TAX,IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: o YES ❑NO IF YES,MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑YES ❑NO IF YES,$ PAID BY: ❑CONTRACTOR ❑CITY RETAINAGE: RETAINAGE AMOUNT: ❑RETAINAGE AGREEMENT(SEE CONTRACT) OR ❑RETAINAGE BOND PROVIDED o PURCHASING: PLEASE CHARGE To:306-4400-157-595-30-650 I. DOCUMENT/CONTRACT REVIEW INITIAL/DATE REVIEWED INITIAL/DATE APPROVED a/PROJECT MANAGER 9�1 G l '1-21-14;' IVISION MANAGER � � f z /( DEPUTY DIRECTOR , IRECTOR ItZr\197 — ❑ RISK MANAGEMENT (IF APPLICABLE) 1/ AW DEPT it }Ing COUNCIL APPROVAL(IF APPLICABLE) SCHEDULED COMMITTEE DATE: COMMITTEE APPROVAL DATE: SCHEDULED COUNCIL DATE: COUNCIL APPROVAL DATE: 1. CONTRACT SIGNATURE ROUTING eAf C AiCo- y o SENT TO VENDOR/CONTRACTOR DATE SENT:+I)NQS•PQom. i-t- 7-1 DATE REC'D: o ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE,LICENSES,EXHIBITS O CREATE ELECTRONIC REMINDER/NOTIFICATION FOR 1 MONTH PRIOR TO EXPIRATION DATE INCLUDE DEPT.SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) INITIAL/DATE SIGNED r4..? X SIGNATORY� (MAYOR GI DIRECTOR 4164.;-''-"Wan -70 N CITY CLERK / L 1 MEL ►i '1 ASSIGNED AG# AG# I 2t. , 1 SIGNED COPY RETURNED DATE SENT: 0 greil 2") !7 TURN ONE ORIGINAL ;OMMENTS: IXECUTE" 2 "ORIGINALS 1/9M • CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG#: 17-043 04 b41 D 2-1 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway 5) SCI Infrastructure,LLC PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: This Change Order No.04 Covers the work changes summarized below: 1. Lowes ADA Ramp Revision(Field Work Directive 14) Scope: In October 2017,the Contractor finished constructing the driveway entrance and curb ramps as directed by FWD 11—Lowes Driveway Modifications. After the driveway and concrete ramps were completed it was realized that portions of the driveway and concrete ramps did not meet ADA requirements. The Contractor is directed to remove and replace portions of the previously installed concrete driveway panels and concrete ramps in accordance with the attached Plan Sheet 37B—Lowes Driveway Layout. The Oral Order for this work was given via email on November 3,2017. Measurement and Payment: New Bid Item C004.1 "Lowes ADA Ramp Revisions,"Lump Sum is created. Measurement and Payment for New Bid Item C004.1 will be paid for at a lump sum price of$15,291.64. Time Statement: No working days will be added to the contract due to this change. 2. ADA Ramps at Pac HWY Intersection(Field Work Directive 15) Scope: This work is related to the pre-existing non-complaint ADA Ramps at the S.356th and Pacific Highway South intersection within the S.356th Improvement project limits that were not known to be non-complaint at the time of bidding of the project. The Contractor is directed to perform the following work. See the Attached Sketch for each location): Location 1 • Install one(1)new Pedestrian Push Button and Post. • Remove and Replace Curb Ramp including Detectable Warning Surface. Location 2 • Remove and Replace Curb Ramp including Detectable Warning Surface. • Install one(1)new Pedestrian Push Button and Post. Location 3 • Remove and Replace Sidewalk and Curb Ramp including Detectable Warning Surface. AG#: 17-043-South 356th Street Improvements Change Order 04 Location 4 • Install two(2)new Pedestrian Push Buttons and Posts. • Remove and Replace three(3)Detectable Warning Surfaces(MMA/WSDOT QPL Approved). • Remove and Replace one(1)Island Curb Location 5 • Remove and Replace Curb Ramp including Detectable Warning Surface. • Install one(1)new Pedestrian Push Button and Post. Location 6 • No Work to be done at this location. Location 7 • Install two(2)new Pedestrian Push Buttons and Posts. • Remove and Replace three(3)Detectable Warning Surfaces(MMA/WSDOT QPL Approved). New Pedestrian Push Buttons and Posts shall be in accordance with WSDOT Standard Plan Sheets: J- 20.10 and J-20.26. Field Work Directive 15 was executed on April 6,2018. The Oral Order for the additional curb ramp removal and replacement,HMA removal,and extruded island curb was given via email on April 25,2018. It was determined Traffic Curb and Gutter was not required following the execution of Field Work Directive 15.Detectable Warning Surface was changed to"MMA"type following the execution of Field Work Directive 15. Measurement and Payment: New Bid Item CO04.2"Removal of Curb Ramps,"Lump Sum is created. New Bid Item CO04.3 "New Pedestrian Push Buttons and Posts,"Lump Sum is created. New Bid Item CO04.4"Pac HWY Cement Conc. Sidewalk,"per Square Foot is created. New Bid Items CO04.5"Pac HWY Cement Conc.Curb Ramp,"per Each is created. New Bid Items CO04.6"Pac HWY Detectable Warning Surface(MMA/WSDOT QPL Approved),"per Square Foot is created. Measurement and Payment for New Bid Item CO04.2 will be paid for at a lump sum price of$23,841.13. Measurement and Payment for New Bid Item CO04.3 will be paid for at a lump sum price of$43,600.00. Measurement and Payment for New Bid Item CO04.4 will be paid for at a unit rate of$11.28 per square foot. Measurement and Payment for New Bid Item CO04.5 will be paid for at a unit rate of$1,677.50 per each. Measurement and Payment for New Bid Item CO04.6 will be paid for at a unit rate of$100.80 per square foot. Traffic Control will be measured and Paid for under existing bid items. CHANGE ORDER AGREEMENT 2 12/17 AG#: 17-043-South 356th Street Improvements Change Order 04 Time Statement: No working days will be added to the contract due to this change. 3. Pac HWY-Extruded Island Curb at Locations 4 and 7 Scope: During the installation of the Pedestrian Push Buttons and Posts at Location 4 and 7(FWD#15)portions of the extruded island curb needed to be removed. This change order compensates the Contractor for removing and replacing the extruded island curb. Measurement and Payment: New Bid Item C04.7"Pac HWY Extruded Island Curb,"Lump Sum is created. Measurement and Payment for New Bid Item C004.7 will be paid for at a lump sum price of$2,912.00. Time Statement: No working days will be added to the contract due to this change. 4. Pac HWY Islands—Additional HMA Removal at Locations 4 and 7 Scope: During the installation of the Pedestrian Push Buttons and Posts at Location 4 and 7 (FWD #15)the Contractor encountered 18 to 24 inches thick HMA. At the time that FWD 15 was priced it was assumed that the HMA at the islands was 6 to 8 inches thick. This change order compensates the Contractor for the removal and disposal of the additional HMA. Measurement and Payment: New Bid Item C04.8"Pac HWY Additional HMA Removal,"Lump Sum is created. Measurement and Payment for New Bid Item C004.8 will be paid for at a lump sum price of$13,869.83. Time Statement: No working days will be added to the contract due to this change. CHANGES TO THE BID SCHEDULE: 1. Schedule A—Add New Bid Item CO04.1 "Lowes ADA Ramp Revisions,"Lump Sum. The new unit cost for this item is$15,291.64 Lump Sum. The quantity is 1. The total change for this item is an increase of$15,291.64. 2. Schedule A—Add New Bid Item C004.2"Removal of Curb Ramps,"Lump Sum. The new unit cost for this item is$23,841.13 Lump Sum. The quantity is 1. The total change for this item is an increase of$23,841.13. Schedule A—Add New Bid Item C004.3 "New Pedestrian Push Buttons and Posts,"Lump Sum. The new unit cost for this item is$43,600.00 Lump Sum. The quantity is 1. The total change for this item is an increase of$43,600.00. CHANGE ORDER AGREEMENT 3 12/17 AG#: 17-043-South 356th Street Improvements Change Order 04 Schedule A—Add New Bid Item C004.4"Pac HWY Cement Conc. Sidewalk,"per Square Foot. The new unit cost for this item is$11.28 per square foot. The quantity is 1240 SF. The total change for this item is an increase of$13,987.20. Schedule A—Add New Bid Item C004.5 "Pac HWY Cement Conc.Curb Ramp,"per Each. The new unit cost for this item is$1,677.50 per each. The quantity is 4. The total change for this item is an increase of$6,710.00 Schedule A—Add New Bid Item CO04.6"Pac HWY Detectable Warning Surface(MMA/WSDOT PL Approved),"per Square Foot. The new unit cost for this item is$100.80 per square foot. The quantity is 72 SF. The total change for this item is an increase of$7,257.60 Schedule A—Add New Bid Item C004.7"Pac HWY Extruded Island Curb,"Lump Sum. The new unit cost for this item is$2,912.00. The quantity is 1. The total change for this item is an increase of$2,912.00. Schedule A—Add New Bid Item C004.8"Pac HWY Additional HMA Removal,"Lump Sum. The new unit cost for this item is$13,869.83. The quantity is 1. The total change for this item is an increase of$13,869.83. CHANGE ORDER AGREEMENT 4 12/17 • AG#: 17-043-South 356`h Street Improvements Change Order 04 NET CHANGES TO THE BID SCHEDULE: Bid Item Description Existing Change Unit Unit Cost Change Item Quantity Quantity Total Lowes ADA Ramp C004.1 Revisions 0 1 LS $15,291.64 $15,291.64 C004.2 Removal of Curb Ramps 0 1 LS $23,841.13 $23,841.13 C004.3 New Pedestrian Push 0 1 LS $43,600.00 $43,600.00 Buttons and Posts Pac HWY Cement Conc. C004.4 Sidewalk 0 1240 SF $11.28 $13,987.20 0004.5 Pac HWY Cement Conc. 0 4 EA $1,677.50 $6,710.00 Curb Ramp Pac HWY Detectable C004.6 Warning Surface 0 72 SF $100.80 $7,257.60 (MMA/WSDOT QPL Approved) C004.7 Pac HWY Extruded Island 0 1 LS $2,912.00 $2,912.00 Curb C004.8 Pac HWY Additional HMA 0 1 LS $13,869.83 $13,869.83 Removal Total This Change $127,469.40 The time provided for completion in the Contract is ® Unchanged ❑ Increased ❑ Decreased by zero (0) 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? ❑Yes®No If"Yes"Will the Policies Be Extended? ❑Yes❑No STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications,and with the understanding that all materials,workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT $3,890,299.10 PREVIOUS CHANGE ORDERS $ 91,682.75 THIS CHANGE ORDER $ 127,469.40 NEW CONTRACT AMOUNT $4,109,451.25 07— -[ f3 o - _ DATE A�� �... 9� _ 8- s - 201 s D REC OR'S SIGNATURE DATE CHANGE ORDER AGREEMENT 5 12/17 I Field Work Directive FWD-014 ex e I t e c h South 356th Street Improvements Contract Name: {Pacific Hwy S to Enchanted Parkway S} PW: AG#17-043 Contractor SCI Infrastructure,LLC Exeltech#: 1715 Subject Lowes Driveway ADA Ramp Revisions Date: March 27,2018 All work,materials,and measurements to be in accordance with the provisions of the Contract for the type of construction involved. On 11/03/2017,an oral order was given to SCI to perform the work of removal and replacement of portions of the installed driveway panels and concrete ramps at the Cowes driveway. Scope: In October 2017,the Contractor finished constructing the driveway entrance and curb ramps in general accordance with FWD 11—Lowes Driveway Modifications. After the driveway and concrete ramps were completed,it was realized that portions of the driveway and concrete ramps did not meet ADA requirements. The Contractor is directed to remove and replace portions of the previously installed concrete driveway panels and concrete ramps in accordance with the attached Plan Sheet 378—Lowes Driveway Layout. . Measurement and Payment: This work will be measured and paid for as follows: • A Lump Sum price of$15,291.64 will be paid for under Bid Item Al—Unexpected Site Changes and shall be full compensation for all additional • Traffic Control will be measured and paid for under existing Bid Items. This Field Work Directive will be converted into a Change Order and the following Bid Item will be established at a future date: • Lowes ADA Ramp Revisions Attachments}:Revised plan sheet 37B of the contract plans. Owner Approval: By: 9//Zo/3 E tech Consulting—Signature Date ark Warren Proje Engineer �y By: µtJ�,Y l 4) -J2O/ ity of Federal Way—Signature Date Naveen Chandra Project Manager Contractor Acknowledgement/, . /r ...'-'-e-1%;=1,1_7";-' '/ `iBy: : a !. ,"4i/ / Vi ticture LLC—Signature Date THIS FIELD WORK DIRECTIVE DOES NOT PROVIDE FOR EITHER A TIME EXTENSION OR A CHANGE IN THE CONTRACT PRICE. LABOR,EQUIPMENT,AND/OR MATERIAL OUTLINED IN THIS FIELD WORK DIRECTIVE SHALL BE PAID BY BID ITEMS{S}OR A CHANGE ORDER SHALL BE DEVELOPED FOR A TIME EXTENSION OR CONTRACT PRICE INCREASES. 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City of Federal Way 356th Street Improvements Lowes Driveway ADA Revision Independent Estimate Prepared By: RM 12/21/2017 Checked By: MMW 2/28/2018 SCI's Proposed Cost Class Worker No. Hours Wage Rate Subtotal Laborer 1 8 $ 69.07 $ 552.56 Foreman 1 8 $ 65.63 $ 525.04 Operator 2 8 $ 52.03 $ 832.48 Teamster 1 8 $ 58.29 $ 466.32 Subtotal $ 2,376.40 Total w/Markup @ 29% $ 3,065.56 Equipment No. Hours Cost Subtotal Backhoe 1 8 $ 92.83 $ 742.64 Yanmar Mini 1 8 $ 36.77 $ 294.16 Tool Truck 1 8 $ 24.48 $ 195.84 Pickup 1 8 $ 23.43 $ 187.44 Dump Truck 1 8 $ 94.35 $ 754.80 Subtotal $ 2,174.88 Total w/Markup @ 21% $ 2,631.60 Materials/Rentals Qty Unit Cost Subtotal Dump Fees 14 CY 12 $ 168.00 Subtotal $ 168.00 Total w/Markup @ 21% $ 203.28 Subcontractor Qty Unit Cost Subtotal Tyee Invoice 1 LS $ 7,900.00 $ 7,900.00 Saawcut 1 LS $ 485.00 $ 485.00 Subtotal $ 8,385.00 Total w/Markup @ 12% $ 9,391.20 Totals SCI $ 5,900.44 Sub $ 9,391.20 Total $ 15,291.64 SCI's Proposed Price Contract Prices Cement Conc traffic Curb and Gutter LF $ 16.00 Cement Conc Sidewalk SY $ 41.00 Cement Conc Curb Ramp Type 1 Each $ 1,050.00 Cement Conc Curb Ramp Type 4B Each $ 2,500.00 Cement Conc Driveway Entrance Type_ SY $ 54.00 Independent Estimate(Using Bid Items) Sawcutting LF 45.5 $ 4.00 $ 182.00 WSDOT(Info only) Removal LS 1 $ 6,000.00 $ 6,000.00 From FA Calcs Curb Ramp Each 2 $ 2,500.00 $ 5,000.00 Unit Prices Curb LF 35 $ 16.00 $ 560.00 Unit Prices Sidewalk SY 32 $ 41.00 $ 1,312.00 Unit Prices Driveway Entrance SY 10 $ 54.00 $ 540.00 Unit Prices Total $ 13,412.00 Independent Estimate(Using WSDOT Low Bid Prices) Substitute WSDOT Low Bid prices where available: Removal LS 1 $ 6,000.00 $ 6,000.00 Curb Ramp Each 2 $ 2,750.00 $ 5,500.00 WSDOT Price Curb LF 35 $ 47.00 $ 1,645.00 WSDOT Price Sidewalk SY 32 $ 80.00 $ 2,560.00 WSDOT Price Driveway Entrance SY 10 $ 78.00 $ 780.00 WSDOT Price Total $ 16,485.00 Recommendation: The Contractor's price for this work seems reasonable. L ' Field Work Directive �''� • FWD-015 e x e i t e c h South 356th Street improvements Contract Name: (Pacific Hwy S to Enchanted Parkway S) PW: AG#17-043 Contractor SCI infrastructure,LLC Exeitech#: 1715 Subject _ADA Ramps at Pacific Highway Date: April 4,2018 All work,materials,and measurements to be In accordance with the provisions of the Contract for the type of construction Involved. Scope: The Contractor is directed to perform the following work at the intersection of S 356et and Pacific Highway South (See the attached sketch for each location): Location 1 • install one(1)new Pedestrian Push Button and Post. Location 2 • Remove and Replace Curb Ramp including Detectable Warning Surface. • Install one(1)new Pedestrian Push Button and Post Location 3 • Remove and replace landing of the existing Curb Ramp. Location 4 • install two(2)new Pedestrian Push Button and Post. • Remove and Replace three 3 Detectable Warning Surface(MMAJWSDOT QPL Approved) Location 5 • Remove and Replace Curb Ramp including Detectable Warning Surface. • install one(1)new Pedestrian Push Button and Post. Location 6 • No Work to be done at this location. Location 7 • install two(2)new Pedestrian Push Button and Post. • Remove and Replace three(3)Detectable Warning Surface(MMA/WSDOT QPL Approved). New Pedestrian Push Buttons and Posts shall be in accordance with WSDOT Standard Plan Sheets J-20.10 and J-20.26. Measurement and Payment: This work will be measured and paid for as follows: • Removal of Curb Ramps-A Lump Sum price of$23,841.13 will be paid for under Bid item Al—Unexpected Site Changes and shall be full compensation for the removal of the existing curb ramps. • New Pedestrian Push Buttons and Posts—A Lump Sum Price of$43,600 will be paid far under Bid Item Al— Unexpected Site Changes and shall be full compensation for the installation of Seven(7)new Pedestrian Push Buttons and Posts. • New Curb Ramps and Detectable Warning Strips will be measured and paid for at the following Unit Prices o Cement Conc.Traffic Curb and Gutter-$46.48 per linear foot(estimated amount-$1,998.43) o Cement Conc.Sidewalk-$11.28 per square foot(estimated amount-$4,836.98) o Cement Conc.Curb Ramp-$1,677.50 each(estimated amount-$3,355.00) o Detectable Warning Surfaces(MMA/WSDOT QPL Approved)-$60.50 per square foot(estimated amount -$2,904.00) • Traffic Control will be measured and paid for under existing Bid items. This Field Work Directive will be converted into a Change Order and the following Bid item will be established at a future date: • Removal of Curb Ramps • New Pedestrian Push Button and Post • Pac HWY Cement Conc.Traffic Curb and Gutter • Pac HWY Cement Conc.Sidewalk • Pac HWY Cement Conc.Curb Ramp • Pac HWY Detectable Warning Surface(MMA/WSDOT QPL Approved) Attachment(s):Location Sketch Ci of Federal Way—S 356th St Improvements(AG# 17-043) e x efte c h City Field Work Directive-015 April 4,2018 Owner Approval: By: q /24,43 ech Consulting—Signature Date ark Warren Prole Engineer I By: A I 61r ty of Federal Way G?. attiree Naveen Chandra Project Manager Contractor Acknowled -- t: SCI i structure,LLC—Signature Date THIS FIELD WORK DIRECTIVE DOES NOT PROVIDE FOR EITHER A TIME EXTENSION OR A CHANGE IN THE CONTRACT PRICE. 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T1 ..... \ S It'',,.„,• ...... . .4 ' ., C , , ,../ gg -_ ..,... ,- .=,.= • ,,• ' ' "-:,-.'' * • : -'=,-- I ,0*. t,,,p,.,-, ‘, ,,,, 0„ -- ... . f .iiiiiiiiii'S ',''.•t, t • 1*'''',h,41""'''‘' ' ... .'":::—'?"'x,411411.„*.4%'•''' , , 1 , •-rz :;1 i 1 1!.. — ,. • . , • - ,•.•40 . s ' , r ' - , . ..-..-- . cis) , ., 2_,. • - I• •=, -,,,, '',',4"- . vo: ,, , •,,',A,. ,*-t, t ' , 'it SCI's Proposed cost to do the work Remove and Replace Ped Poles, Ramps, and Truncated Domes 1A Labor: Rate/MH No. Hours/Day Days Subtotal Foreman $ 69.07 1 8 4 $ 2,210.24 Operator $ 65.63 2 8 4 $ 4,200.32 Laborer $ 52.03 2 8 4 $ 3,329.92 Teamster $ 58.29 1 8 2 $ 932.64 Subtotal Labor: $ 10,673.12 Markup @ 29% $ 3,095.20 $ 13,768.32 1B Equipment Rate/MH No. Hours/Day Days Subtotal Backhoe $ 92.83 1 8 4 $ 2,970.56 Yanmar Mini $ 36.77 1 8 4 $ 1,176.64 1 Ton Tool Truck#325-055 $ 24.48 1 8 4 $ 783.36 Foreman Pickup#335-128 $ 23.43 1 8 2 $ 374.88 Mack Solo $ 94.35 1 8 4 $ 3,019.20 300-079/415-056 Subtotal Equipment: $ 8,324.64 Markup @ 21% $ 1,748.17 $ 10,072.81 1C Subcontractors Quantity UM Cost/Unit Subtotal AES 1 LS $ 53,649.00 1 $ 53,649.00 Highmark 1 LS $ 23,350.00 1 $ 23,350.00 Subtotal Subcontractor: $ 76,999.00 Markup @ 10% $ 7,699.90 $ 84,698.90 1C Materials Quantity UM Cost/Unit Subtotal Dump Fees 20 CY $ 12.00 1 $ 240.00 HMA 5 TNS $ 65.00 1 $ 325.00 Bolts for Push Buttons 1 LS $ 1,500.00 1 $ 1,500.00 Subtotal Materials: $ 2,065.00 Markup @ 21% $ 433.65 $ 2,498.65 TOTAL Items 1A- 1D $ 111,038.69 TOTAL w/o Subs $ 26,339.79 ACI Proposed a lump sum of: $ 95,044.00 There was a math error in the origional proposal. Actual Lump $111,000.00 Sum should be: AES - Proposed Description of Work-Add six (6) new ped poles and relocate one (1) existing for Stations 1, 2, 4, 5, & 7; utilizing existing relocated cambel push buttons. 1A Labor: Rate/MH Hrs. Subtotal Journeyman Electrician $ 89.86 84 $ 7,548.24 Groundsman $ 63.68 84 $ 5,349.12 Operator Foreman $ 84.19 36 $ 3,030.84 Ditch Digger $ 62.86 36 $ 2,262.96 Subtotal Labor: $ 18,191.16 Markup @ 29% $ 5,275.44 Marked Up Total $ 23,466.60 1B Equipment Rate/MH Hrs. Subtotal Dump Truck $ 90.00 16 $ 1,440.00 Tool Truck $ 30.00 40 $ 1,200.00 Foreman Truck $ 25.00 36 $ 900.00 Cat Excavator 305E $ 50.00 16 $ 800.00 Subtotal Equipment: $ 4,340.00 Markup @ 21% $ 911.40 Marked Up Total $ 5,251.40 1B Materials Rate/MH UM Quantity Subtotal 2" Sched 40 conduit $ 1.75 LF 120 $ 210.00 2" 90 degree bends $ 7.00 EA 14 $ 98.00 2" couplings $ 1.78 EA 28 $ 49.84 WSDOT ped poles $ 561.00 EA 7 $ 3,927.00 J-bolt set Sta-7 relocate $ 125.00 EA 1 $ 125.00 Spoils CY $ 34.00 EA 12 $ 408.00 Imported 5/8 CY $ 22.00 EA 6 $ 132.00 Ped pole bases $ 185.00 EA 7 $ 1,295.00 2 Conductor IMSA cable $ 2.35 EA 800 $ 1,880.00 Asph Conc disposal $ 300.00 EA 1 $ 300.00 Sawcutting $ 3.25 EA 185 $ 601.25 Subtotal Materials: $ 9,026.09 Markup @ 21% $ 1,895.48 Marked Up Total $ 10,921.57 TOTAL $ 39,639.57 Highmark Concrete - Proposed DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT Cement Conc Traf C&G 125 LF $ 42.25 $ 5,281.25 Cement Conc. Sidewalk 375 SF $ 10.25 $ 3,843.75 Cement Conc. Curb Ramp 5 EA $ 1,525.00 $ 7,625.00 Truncated Domes 120 SF $ 55.00 $ 6,600.00 TOTAL $ 23,350.00 TOTAL FOR CHANGE WORK SCI $ 26,339.79 AES $ 39,639.57 Highmark $ 23,350.00 Sub Markup @ 10% $ 6,298.96 Grand Total $ 95,628.31 Independent Estimate of cost to do the work Remove and Replace Ped Poles, Ramps, and Truncated Domes 1A Labor: Rate/MH No. Hours/Day Days Subtotal Foreman $ 69.07 1 8 4 $ 2,210.24 Operator $ 65.63 2 8 4 $ 4,200.32 Laborer $ 52.03 2 8 4 $ 3,329.92 Teamster $ 58.29 1 8 2 $ 932.64 Subtotal Labor: $ 10,673.12 Markup @ 29% $ 3,095.20 $ 13,768.32 1B Equipment Rate/MH No. Hours/Day Days Subtotal Backhoe $ 36.77 1 8 4 $ 1,176.64 Yanmar Mini $ 32.08 1 8 4 $ 1,026.56 1 Ton Tool Truck#325-055 $ 24.48 1 8 4 $ 783.36 Foreman Pickup#335-128 $ 23.43 1 8 2 $ 374.88 Mack Solo $ 94.35 1 8 4 $ 3,019.20 300-079/415-056 Subtotal Equipment: $ 6,380.64 Markup @ 21% $ 1,339.93 $ 7,720.57 1C Subcontractors Quantity UM Cost/Unit Subtotal Markup(10%) AES 1 LS $39,639.57 1 $ 39,639.57 $ 43,603.53 Highmark 1 LS $ 11,904.00 1 $ 11,904.00 Subtotal Subcontractor: $ 51,543.57 Markup @ 10% $ 5,154.36 $ 56,697.93 1C Materials Quantity UM Cost/Unit Subtotal Dump Fees 20 CY $ 12.00 1 $ 240.00 HMA 5 TNS $ 65.00 1 $ 325.00 Bolts for Push Buttons 1 LS $ 1,500.00 1 $ 1,500.00 Subtotal Materials: $ 2,065.00 Markup @ 21% $ 433.65 $ 2,498.65 TOTAL Items 1 A- 1 D $ 80,685.48 TOTAL w/o Subs $ 23,987.55 Independent Estimate - AES Description of Work -Add six(6) new ped poles and relocate one (1)existing for Stations 1, 2, 4, 5, & 7; utilizing existing relocated cambel push buttons. 1A Labor: Rate/MH Hrs. Subtotal Journeyman Electrician $ 89.86 84 $ 7,548.24 Groundsman $ 63.68 84 $ 5,349.12 Operator Foreman $ 84.19 36 $ 3,030.84 Ditch Digger $ 62.86 36 $ 2,262.96 Subtotal Labor: $ 18,191.16 Markup @ 29% $ 5,275.44 Marked Up Total $ 23,466.60 1B Equipment Rate/MH Hrs. Subtotal Dump Truck $ 90.00 36 $ 3,240.00 Tool Truck $ 30.00 10 $ 300.00 Foreman Truck $ 25.00 10 $ 250.00 Cat Excavator 305E $ 50.00 4 $ 200.00 Subtotal Equipment: $ 3,990.00 Markup @ 21% $ 837.90 Marked Up Total $ 4,827.90 1B Materials Rate/MH UM Quantity Subtotal 2" Sched 40 conduit $ 1.75 LF 120 $ 210.00 2" 90 degree bends $ 7.00 EA 14 $ 98.00 2" couplings $ 1.78 EA 28 $ 49.84 WSDOT ped poles $ 561.00 EA 6 $ 3,366.00 J-bolt set Sta-7 relocate $ 125.00 EA 1 $ 125.00 Spoils CY $ 34.00 EA 12 $ 408.00 Imported 5/8 CY $ 22.00 EA 6 $ 132.00 Ped pole bases $ 185.00 EA 7 $ 1,295.00 2 Conductor IMSA cable $ 2.35 EA 800 $ 1,880.00 Asph Conc disposal $ 300.00 EA 1 $ 300.00 Sawcutting $ 3.25 EA 185 $ 601.25 Subtotal Materials: $ 8,465.09 Markup @ 21% $ 1,777.67 Marked Up Total $ 10,242.76 TOTAL $ 38,537.26 Use $39,639.57 Independent Estimate - Highmark Concrete DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT Cement Conc Traf C&G 43 LF $ 42.25 $ 1,816.75 Cement Conc. Sidewalk 429 SF $ 10.25 $ 4,397.25 Cement Conc. Curb Ramp 2 EA $ 1,525.00 $ 3,050.00 Truncated Domes 48 SF $ 55.00 $ 2,640.00 TOTAL $ 11,904.00 It was agreed on 3/22/2018 with SCI to perform this work at the above Unit Costs. Not Lump Sum TOTAL FOR CHANGE WORK SCI $ 23,987.55 AES $ 39,639.57 Highmark $ 11,904.00 Sub Markup @ 10% $ 5,154.36 Grand Total $ 80,685.48 Calc'd By RM 2/15/2018 Checked By MJW 3/30/2018 $ 46.48 $ 1,998.43 $ 11.28 $ 4,836.98 $ 1,677.50 $ 3,355.00 $ 60.50 $ 2,904.00 RETURN TO: MERCEDES EXT: 2701 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM ORIGINATING DEPT/DIV: PUBLIC WORKS / STREETS ORIGINATING STAFF PERSON: NAVEEN CHANDRA EXT: 2729 3. DATE REQ. BY:RUSH G. TYPE OF DOCUMENT (CHECK ONE): o CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) o PUBLIC WORKS CONTRACT ❑ o PROFESSIONAL SERVICE AGREEMENT ❑ o GOODS AND SERVICE AGREEMENT ❑ o REAL ESTATE DOCUMENT ❑ o ORDINANCE ❑ er CONTRACT AMENDMENT (AG#): 17-043 ❑ 2" OTHER CHANGE ORDER # 3 SMALL OR LIMITED PUBLIC WORKS CONTRACT MAINTENANCE AGREEMENT HUMAN SERVICES / CDBG SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) RESOLUTION INTERLOCAL i. PROJECT NAME: S 356TH STREET IMPROVEMENTS PROJECT (PACIFIC HIGHWAY S TO ENCHANTED PARKWAY S) NAME OF CONTRACTOR: SCI INFRASTRUCTURE, LLC ADDRESS: 2825 s 154TH STREET, SEATTLE, WA98188 E-MAIL:MARK@ SC HNFRASTRUCTURE. COM T ELEPHON E:206-242 -063 3 FAX: 206-242-0792 SIGNATURE NAME: MARK SCOCCOLO TITLE: MANAGER EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION 0 INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN o REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE #02102515 BL, EXP. 12/31/17 ,� uBI #602094857 , EXP. 1/31/18 :. TERM: COMMENCEMFNT DATE: i, ,( L,/ COMPLETION DATE: UPON COMPLETION al TOTAL COMPENSATION: 9�/ 7a I y11•11.• DES ..f7iI G$Z R THE CHANGE ORDER #3 (INCLUDE EXPENSES AND SALES TAX, IF ANY, (IF CALCULATED ON HOURLY LABOR CHARGE - __ _ IEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: 0 YES ❑ NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY RETAINAGE: RETAINAGE AMOUNT: ❑ RETAINAGE AGREEMENT (SEE CONTRACT) OR ❑ RETAINAGE BOND PROVIDED o PURCHASING: PLEASE CHARGE To: 306-4400-157-595-30-650 0. DOCUMENT�/ CONTRACT REVIEW S P(ROJECT MANAGER ,d DIVISION MANAGER • DEPUTY DIRECTOR IX DIRECTOR o RISK MANAGEMENT (IF APPLICABLE) IX LAW DEPT INITIAL / DATE REVIEWED NG/ 1. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: � ) . 2. CONTRACT SIGNATURE ROUTING 7 \ n� o SENT TO VENDOR/CONTRACTOR DATE SENT: (L\ \�j 1 1 -Cf DATE REC'D: o ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS o CREATE ELECTRONIC REMINDER/NOTIFICATION FOR 1 MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT. SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) o LAW DEPT SIGNATORY'f vfOr IRECTOR) CITY CLERK NK ASSIGNED AG # X SIGNED COPY RETURNED o RETURN ONE ORIGINAL I ITIAL / DATE SIGNED DATE SENT: i/3o//g 4 j- ;OMMENTS: XECUTE" 2 " ORIGINALS citeVc1 Pi. e lS s �Sl.t.1 cothizsgeA 3/2017 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 29 ti AG#: 17-033 03 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE South 356th Street Improvements Pacific Hwy S to Enchanted Parkway S) PROJECT TITLE SUMMARY OF PROPOSED CHANGES: This Change Order No. 03 Covers the work changes summarized below: SCI Infrastructure, LLC CONTRACTOR 1. Storm Drain Quarry Spalls (Field Work Directive 02) and Wall 4 Quarry Spalls (Field Work Directive 03) Scope: During the trench excavation for the Storm Drain in the vicinity of Station 207+00 LT to 208+00 LT, Unsuitable Material was encountered at the bottom of the trench. In areas where the bottom of the trench is determined to be "Unsuitable" by the Engineer, the Contractor shall excavate to a maximum depth of 5 feet below the pipe bedding and place Quarry Spalls. A Geotextile Fabric shall be placed between the Quarry Spalls and the Pipe Bedding. During the foundation excavation for Wall 4 in the vicinity of Wall Station 0+05 to 0+80, Unsuitable Material was encountered at finished Wall Subgrade. In areas where the bottom of the excavation is determined to be "Unsuitable" by the Engineer, the Contractor shall excavate to a maximum depth of 5 feet below the bottom of the Crushed Surfacing Base Course (CSBC) and place Quarry Spalls. A Geotextile Fabric shall be placed between the Quarry Spalls and the CSBC. Field Work Directive 02 - Oral Order given via email on May 1, 2017 and executed July 18, 2017. Field Work Directive 03 - Oral Order given in the field July 10, 2017 and executed August 16, 2017. Measurement and Payment: New Bid Item C003.1 "Quarry Spalls for Trench and Wall Stabilization, including Geotextile," per Ton is created. Measurement and Payment for New Bid Item C003.1 will be paid for at a unit rate of $44.15 per Ton. Time Statement: No working days will be added to the contract due to this change. 2. Electrical at Pac HWY Intersection (Field Work Directive 04) Scope: This work is related to the signal at the S. 356th and Pacific Highway intersection within the S. 356th Improvement project limits. The added scope is to replace an existing junction box with a new junction box and installing conduits for illumination and fiber optic cables, which is required to complete the S. 356th Improvement Project. The Contractor shall perform the following work, as shown on FWD 04 Sheet 314, at the northeast intersection of Pacific Hwy S and S 356th Street: AG#: 17-033 - South 356th Street Improvements Change Order 03 • Replace the Existing Type- 1 Junction Box (JB) with a Type -8 JB (Location A). • Install a new 4 inch Fiber Conduit from the new Type -8 JB, behind the existing sidewalk to an existing Pull Box (Location B). • Install a new 2 inch Illumination Conduit from the new Type -8 JB, behind the existing sidewalk the an existing JB (Location C). • Install 2 new, 2 inch Conduit Stubs at Location A. • Remove and replace the existing sidewalk panel at Location A. Field Work Directive 04 — Oral Order given June 14, 2017 during a Weekly Meeting and executed September 20, 2017. Measurement and Payment: New Bid Item C003.2 "Electrical at Pac HWY Intersection," Lump Sum is created. Measurement and Payment for New Bid Item C003.2 will be paid for at a lump sum price of $12,460.40. Time Statement: No working days will be added to the contract due to this change. 3. Remove Existing Wall (Field Work Directive 05) Scope: While excavating for the PSE intercept point (IP -1 pull vault PV 1), the Contractor encountered an existing retaining wall in the vicinity of Station 219+00 RT. The existing retaining wall and footing was not shown on the plans and is located between Stations 217+46 to 220+50 RT. The wall is in conflict with the roadway grading and the Contractor is directed to remove and dispose of the wall and footing. Field Work Directive 05 — Oral Order given June 15, 2017 with the response to RFI 9 and executed October 27, 2017. Measurement and Payment: New Bid Item C003.3 "Removal and Disposal of the Existing Retaining Wall — Vic 219+00 RT," Lump Sum is created. Measurement and Payment for New Bid Item C003.3 will be paid for at a lump sum price of $4,176.57. Time Statement: It took two (2) days for the Contractor to perform the removal of the existing wall during which the Roadway Grading was delayed. The Roadway Grading is a Critical Path Item. An additional two (2) days will be added to the contract. 4. Replace 2" Conduits at Wall 2 (Field Work Directive 06) Scope: The Contractor is directed to replace the two existing 2" pre-empt conduits at Wall 2 from HWY 99 to the existing opticom pre-emptive pole located at Station 206+50 RT. During construction the conduits were encountered at a shallower depth than anticipated and need to be lowered in order to complete roadway and sidewalk grading. CHANGE ORDER AGREEMENT 2 12/17 AG#: 17-033 - South 356`h Street Improvements Change Order 03 Field Work Directive 06 — Oral Order given in the field August 7, 2011 and executed October 27, 2017. Measurement and Payment: New Bid Item C003.4 "Replacement of 2" Pre-Empt Conduit at Wall 2," Lump Sum is created. Measurement and Payment for New Bid Item C003.4 will be paid for at a lump sum price of $3,331.32. Time Statement: No working days will be added to the contract due to this change. 5. Regrading and Wall Work at Wall 1 (Field Work Directive 07) Scope: The designed top of wall grade for Wall 1 when constructed did not allow for the City to have access to the top of the existing detention pond berm for maintenance. The Contractor is directed to add an additional block layer to Wall 1 and regrade the slope to match the adjacent pond berm slopes. Field Work Directive 07 — Oral Order given in the field July 7, 2017 and executed October 27, 2017. Measurement and Payment: New Bid Item C003.5 "Regrading and Wall Work at Wall 1," Lump Sum is created. Measurement and Payment for New Bid Item C003.5 will be paid for at a lump sum price of $2,946.40. Time Statement: No working days will be added to the contract due to this change. 6. Lowe's Irrigation System Revisions (Field Work Directive 08) Scope: Due to the Lowe's driveway modifications existing irrigation lines at the east corner are in conflict with the new design. The Contractor is directed to replace irrigation lines and install sleeves under the east and west sidewalks and across the entrance as directed in the field by the Engineer. Field Work Directive 08 — Oral Order given in the field August 28, 2017 and executed October 27, 2017. Measurement and Payment: New Bid Item C003.6 "Lowe's Irrigation System Revisions," Lump Sum is created. Measurement and Payment for New Bid Item C003.6 will be paid for at a lump sum price of $2,425.84. Time Statement: No working days will be added to the contract due to this change. CHANGE ORDER AGREEMENT 3 12/17 AG#: 17-033 - South 356th Street Improvements Change Order 03 7. Anti -Graffiti Coating — Walls 1, 2, and 7 (Field Work Directive 09) Scope: The Contractor is directed to apply an Anti -Graffiti Coating to Walls 1, 2, 7, and the existing wall adjacent to Wall 2 for an estimated wall area of 3,000 square feet. The Anti -Graffiti Coating shall be the same product required for Wall 5 as noted in Special Provision Section 6-16.3(8) Concrete Fascia Panel. Field Work Directive 09 — Oral Order given via email September 15, 2017 and executed November 07, 2017. Measurement and Payment: New Bid Item C003.7 "Anti -Graffiti Coating — Walls 1, 2, and 7," per Square Foot is created. Measurement and Payment for New Bid Item C003.7 will be paid for at a unit rate of $3.45 per square foot. Time Statement: No working days will be added to the contract due to this change. 8. 6 Ft Black Vinyl Coated Chain Link Fence (Field Work Directive 10) Scope: The Contractor is directed to replace the 4' Black Vinyl Coated Chain Link Fence around the new detention pond and between Stations 208+62.88 RT and 216.60.06 RT with a 6' Black Vinyl Coated Chain Link Fence. This work includes removing 150 LF of previously installed 4' fence fabric; removing and reinstalling 300 LF of top rail and hardware; furnishing and welding a 2' extension piece onto each of the installed 4' poles (34 Total Posts); painting the welded areas; and installing a 6' fence fabric. In addition, the Contractor shall install a Single 6' Chain Link Gate (6') at approximate Station 209+95 RT, Double 12' Chain Link Gate (6') at approximate Station 210+90 RT and a Double 20' Chain Link Gate (6') at approximate Station 208+60 RT. The Contractor shall remove and reinstall the Double 42' Chain Link Gate at approximate Station 212+74 RT and the Single 21' Chain Link Gate at approximate Station 216+75 RT. Field Work Directive 10 — Oral Order given via email September 28, 2017 and executed November 16, 2017. Measurement and Payment: New Bid Item C003.8 "Pond Fence Modification," Lump Sum is created. New Bid Item C003.9 "Chain Link Fence (6') Vinyl Coated," per Linear Foot is created. New Bid Item C003.10 "Single 6' Chain Link Gate (6')," per each is created. New Bid Item C003.11 "Double 12' Chain Link Gate (6')," per each is created. New Bid Item C003.12 "Double 20' Chain Link Gate (6')," per each is created. New Bid Item C003.13 "Driveway D-5 and D-7 Gate Relocation," Lump Sum is created. CHANGE ORDER AGREEMENT 4 12/17 AG#: 17-033 - South 356`h Street Improvements Change Order 03 Existing Bid Item A95 "Black Vinyl Coated Chain Link Fence.," per Linear Foot is reduced by 775 feet. Existing Bid Item A97 "Double 20 Ft. Chain Link Gate," per Each is reduced by 1. Existing Bid Item A98 "Single 6 Ft. Chain Link Gate," per Each is reduced by 1. Measurement and Payment for New Bid Item C003.8 will be paid for at a lump sum price of $7,280.00. Measurement and Payment for New Bid Item C003.9 will be paid for at a unit rate of $32.48 per linear foot. Measurement and Payment for New Bid Item C003.10 will be paid for at a unit rate of $896.00 per each. Measurement and Payment for New Bid Item C003.11 will be paid for at a unit rate of $1,920.00 per each. Measurement and Payment for New Bid Item C003.12 will be paid for at a unit rate of $1,920.00 per each. Measurement and Payment for New Bid Item C003.13 will be paid for at a lump sum price of $2,464.00. Measurement and Payment for Existing Bid Item A95 will be credited at a unit rate of -$22.50. Measurement and Payment for Existing Bid Item A97 will be credited at a unit rate of -$1,300.00. Measurement and Payment for Existing Bid Item A98 will be credited at a unit rate of -$600.00. Time Statement: No working days will be added to the contract due to this change. 9. Lowe's Driveway Modifications (Field Word Directive 11) Scope: The Contractor shall construct the Lowe's Driveway in accordance with the attached Plan Sheets 6, 35, 36, 37, 37A, and 49. This work includes the following: • Additional Sawcuting • Additional Concrete Removal • Additional Grading • Traffic Control • High Early Strength Concrete for Pour #1 • A Valley Gutter between the 2 Curb Ramps • 2 new Curb Ramps • A new 18" Curb (Hand Formed) • Additional Cement Concrete Pavement with Wire Mesh • Potential Modifications to Wall 7 Field Work Directive 11 — Oral Order given via email July 27, 2017 and executed December 04, 2017. CHANGE ORDER AGREEMENT 5 12/17 AG#: 17-033 - South 3566 Street Improvements Change Order 03 Measurement and Payment: Additional Sawcutting will be measured and paid for at the contract unit rate under Bid Item A21 "Sawcutting." Traffic Control will be measured and paid for at the contract unit rate under Bid Item A 10 "Flaggers and Spotters" and Bid Item A 11 "Other Traffic Control Labor," as needed. Cement Conc. Pavement will be measured and paid for at the contract unit rate under Bid Item A41 "Cement Conc. Pavement." The Concrete Apron to Valley Gutter will be measured and paid for at the contract unit rate under Bid Item A91 "Cement Conc. Pavement Approach 3 -Day." New Bid Item C003.14 "Lowes Curb Ramps," per each is created. New Bid Item C003.15 "Valley Gutter," per Linear Foot is created. New Bid Item C003.16 "18" Curb (Hand Formed)," per Linear Foot is created. New Bid Item C003.17 "Lowes Modification Adjustment," Lump Sum is created. Existing Bid Item A104 "Cement Conc. Single Direction Curb Ramp," per Each is reduced by 2. Measurement and Payment for New Bid Item C003.14 will be paid for at a unit rate of $2,072.00 per each. Measurement and Payment for New Bid Item C003.15 will be paid for at a unit rate of $50.00 per linear foot. Measurement and Payment for New Bid Item C003.16 will be paid for at a unit rate of $25.00 per linear foot. Measurement and Payment for New Bid Item C003.17 will be paid for at a lump sum price of $13,461.16 and includes all costs associated with the additional concrete removal, additional grading, high early strength concrete, wire mesh and reinforcing dowels. Measurement and Payment for Existing Bid Item A104 will be credited at a unit rate of -$1,800.00. Time Statement: The Lowe's Driveway is a Critical Path Item and these modifications delay the completion of this work element. The Contractor's request for an additional three (3) days is warranted and will be added to the contract. 10. Concrete Leveling Pad Credit (RFI 11) Scope: The Contractor proposed by RFI 11 to eliminate the 6 inch concrete leveling pad for the Structural Earth Walls (1, 3, 4, and 6). The EOR agreed that the concrete leveling pad was not required provided that the Contractor was able to install the wall level using 6 inches for CSBC. CHANGE ORDER AGREEMENT 6 12/17 AG#: 17-033 - South 356th Street Improvements Change Order 03 Measurement and Payment: New Bid Item C003.18 "Concrete Leveling Pad Credit," Lump Sum is created. Measurement and Payment for New Bid Item C003.18 will be credited at a unit rate of -$7,500.00 Lump Sum. Time Statement: No working days will be added to the contract due to this change. 11. Property Restoration Scope: When during the course of construction activities, damage has occurred to property or properties, the Contractor shall rebuild, repair, restore and make good all damages to the affected area(s) to the original condition or better as directed by the Engineer. Measurement and Payment: New Bid Item C003.19 "Property Restoration," Force Account is created with an estimated amount of $10,000.00. No specific unit of measurement will apply to the new Bid Item C003.19. Time Statement: No working days will be added to the contract due to this change. 12. Tree Substitution (RFI 18) Scope: RFI 18 allowed the substitution of Fraxinus Pennsylvanica `Patmore' 2.5" Cal for Acer Saccharum `Green Mountain' 2.5" Cal and Fraxinus Pennsylvanica `Patmore' 3" Cal for Tilia Tomentosa `PNI 6051' 2.5" Cal. This was a Contractor proposed change due to the local availability of trees. Measurement and Payment: New Bid Item C003.20 "Fraxinus Pennsylvanica `Patmore' 2.5" Cal," per Each is created. New Bid Item C003.21 "Fraxinus Pennsylvanica `Patmore' 3" Cal," per Each is created. Existing Bid Item A75 "PSIPE, Acer Saccharum `Green Mountain' / Green Mountain Maple, 2.5" Cal., 12' 14' Ht.," per Each is reduced by 20. Existing Bid Item A76 PSIPE, Tilia Tomentosa `PNI 601' / Green Mountain Linden, 2.5" Cal., 12'-14' Ht.," per Each is reduced by 36. Measurement and Payment for New Bid Items C003.20 and C003.21 will be paid for at a unit rate of $460.00 per Each. Measurement and Payment for Existing Bid Item A75 will be credited at a unit rate of -$460.00. CHANGE ORDER AGREEMENT 7 12/17 AG#: 17-033 - South 356`h Street Improvements Change Order 03 Measurement and Payment for Existing Bid Item A76 will be credited at a unit rate of -$460.00. Time Statement: No working days will be added to the contract due to this change. 13. Pavement Removal at Station 219+00 RT Scope: Between Station 217+80 RT and 220+60 RT, Typical Section C on Plan Sheet 5 requires that the existing roadway be grinded/preleveled prior to placement of the final 2" overlay. In this area the prelevel required is greater than the Widening Pavement Section. The Contractor shall sawcut, remove and dispose of the existing HMA as directed in the field by the Engineer and replace with 6" of Crushed Surfacing Base Course (CSBC) and 5" of HMA CL 1" PG 64-22. Oral Order was given in the field by the on-site Inspector on August 16, 2017. Measurement and Pavement: Additional Sawcutting will be measured and paid for at the contract unit rate under Bid Item A21 "Sawcutting." Additional HMA will be measured and paid for at the contract unit rate under Bid Item A36. New Bid Item C003.22 "HMA Removal and Disposal — Station 219+00 RT," Lump Sum is created. Measurement and Payment for New Bid Item C003.22 will be paid for at a lump sum price of $5,371.23. Time Statement: No working days will be added to the contract due to this change. 14. Ditch Modification Station 213+50 LT Scope: The location of the outfall of the 24" Stormdrain at Station 214+03.76, 52.00 LT is about 3 feet below and directly adjacent to the edge of sidewalk. In order to eliminate the abrupt edge the Contractor shall extend the 24" Stormdrain 8 feet beyond the edge of sidewalk. In order to provide positive flow between the new outfall and existing ditch culvert under driveway D-4 (Station 212+72) the contractor shall regrade the ditch and add Quarry Spalls. Oral Order was given during the August 2, 2017 Weekly Meeting. Measurement and Pavement: Additional 24" Stormdrain will be measured and paid for at the contract unit rate under Bid Item A56. New Bid Item C003.23 "Ditch Modification Station 213+50 LT," Lump Sum is created. Measurement and Payment for New Bid Item C003.23 will be paid for at a lump sum price of $4,124.92. CHANGE ORDER AGREEMENT 8 12/17 AG#: 17-033 - South 356th Street Improvements Change Order 03 Time Statement: No working days will be added to the contract due to this change. 15. Straight Arrow Sign on EB Direction Mast Arm Scope: The Contractor shall furnish a Straight Arrow Sign - R3 -5A (30"x36") for the EB Mast Arm at the intersection of Pacific Highway and S 356th Street. This sign will be installed by others. Oral Order given via email on October 12, 2017. Measurement and Payment: New Bid Item C003.24 "Straight Arrow Sign - R3 -5A," Lump Sum is created. Measurement and Payment for New Bid Item C003.24 will be paid for at a lump sum price of $206.31. Time Statement: No working days will be added to the contract due to this change. 16. Existing Detection Loop Cable at Station 205+80 LT (RFI 19) Scope: Plan Sheets 99 and 100 require that the Contractor remove the existing 2CS cable from the existing Vehicle Induction Loops back to the closest Junction Box at approximate Station 204+30 LT then reinstall to the new Junction Box installed at approximate Station 205+80 LT. Due to potential damage to the existing conduit the 2CS cable is not able to be removed. The Contractor is directed to abandoned the existing 2CS wire and install new 2CS wire between the existing Junction Box at approximate Station 204+30 LT and the new Junction Box at approximate Station 205+80 LT. Measurement and Payment: New Bid Item C003.25 "New Detection Loop Cable STA 205+80 LT," Lump Sum is created. Measurement and Payment for New Bid Item C003.25 will be paid for at a lump sum price of $812.50. Time Statement: No working days will be added to the contract due to this change. 17. Wall 5 — Top of Wall Swale Scope: Water flowing from the adjacent property above Wall 5 is eroding the backfill behind the wall and in areas flowing over the top and down the face of the wall and onto the sidewalk. In order to redirect the water the Contractor shall construct a Swale at the top of Wall 5 in accordance with the attached revised Plan Sheets 41 and 42. This Swale will catch the water and redirect it to Storm Drain Structure 53 (Station 215+89 LT). CHANGE ORDER AGREEMENT 9 12/17 AG#: 17-033 - South 356th Street Improvements Change Order 03 Oral Order given via email November 1, 2017. Measurement and Payment: New Bid Item C003.26 "Wall 5 — Top of Wall Swale," Lump Sum is created. Measurement and Payment for New Bid Item C003.26 will be paid for at a lump sum price of $1,472.63. Time Statement: No working days will be added to the contract due to this change. 18. Existing Bid Item Al "Unexpected Site Changes" Scope: Bid Item A 1 "Unexpected Site Changes," was used to compensate the Contractor for directed work prior to this Change Order. This Change Order decreases the amount of Bid Item Al by $37,653.26 and compensates the Contractor by the New Bid Items noted above. Measurement and Payment: Existing Bid Item Al "Unexpected Site Changes," Estimated. Measurement and Payment for Existing Bid Item Al will be credited at a unit rate of -$37,653.26. CHANGES TO THE BID SCHEDULE: 1. Schedule A — Add New Bid Item C003.1 "Quarry Spalls for Trench and Wall Stabilization," per Ton. The new unit cost for this item is $44.15 per Ton. The quantity is 93.1 tons. The total change for this item is an increase of $4,110.37 2. Schedule A — Add New Bid Item C003.2 "Electrical at Pac HWY Intersection," Lump Sum. The new unit cost for this item is $12,460.40 Lump Sum. The quantity is 1. The total change for this item is an increase of $12,460.00. 3. Schedule A — Add New Bid Item C003.3 "Removal and Disposal of the Existing Retaining Wall — Vic 219+00 RT," Lump Sum. The new unit cost for this item is $4,176.57 Lump Sum. The quantity is 1. The total change for this item is an increase of $4,176.57. 4. Schedule A — Add New Bid Item C003.4 "Replacement of 2" Pre-Empt Conduit at Wall 2," Lump Sum. The new unit cost for this item is $3,331.32 Lump Sum. The quantity is 1. The total change for this item is an increase of $3,331.32. 5. Schedule A — Add New Bid Item C003.5 "Regrading and Wall Work at Wall 1," Lump Sum. The new unit cost for this item is $2,946.40 Lump Sum. The quantity is 1. The total change for this item is an increase of $2,946.40. 6. Schedule A — Add New Bid Item C003.6 "Lowe's Irrigation System Revisions," Lump Sum. The new unit cost for this item is $2,425.84 Lump Sum. The quantity is 1. The total change for this item is an increase of $2,425.84. 7. Schedule A — Add New Bid Item C003.7 "Anti -Graffiti Coating — Walls 1, 2, and 7," per Square Foot. The new unit cost for this item is $3.45 per square foot. The quantity is 3,000 SF. CHANGE ORDER AGREEMENT 10 12/17 AG#: 17-033 - South 356`h Street Improvements Change Order 03 The total change for this item is an increase of $10,350.00. 8. Schedule A — Add New Bid Item C003.8 "Pond Fence Modification," Lump Sum. The new unit cost for this item is $7,280.00. The quantity is 1. The total change for this item is an increase of $7,280.00. Schedule A — Add New Bid Item C003.9 "Chain Link Fence (6') Vinyl Coated," per Linear Foot. The new unit cost for this item is $32.48 per linear foot. The quantity is 775 LF. The total change for this item is an increase of $25,172.00. Schedule A — Existing Bid Item A95 "Black Vinyl Coated Chain Link Fence — 4 Ft.," per Linear Foot. Change to current bid item is — 775 LF. The new estimated quantity of Bid Item A95 is 1,455 LF. The total change amount for this item is a decrease of ($17,437.50). Schedule A — Add New Bid Item C003.10 "Single 6' Chain Link Gate (6')," per Each. The new unit cost for this item is $896.00 per each. The quantity is 1. The total change for this item is an increase of $896.00. Schedule A — Existing Bid Item A98 "Single 6 Ft. Chain Link Gate.," per Each. Change to current bid item is — 1 EA. The new estimated quantity of Bid Item A98 is 0 EA. The total change amount for this item is a decrease of ($600.00). Schedule A — Add New Bid Item C003.11 "Double 12' Chain Link Gate (6')," per Each. The new unit cost for this item is $1,920.00 per each. The quantity is 1. The total change for this item is an increase of $1,920.00. Schedule A — Add New Bid Item C003.12 "Double 20' Chain Link Gate (6')," per Each. The new unit cost for this item is $1,920.00 per each. The quantity is 1. The total change for this item is an increase of $1,920.00. Schedule A — Existing Bid Item A97 "Double 20 Ft. Chain Link Gate.," per Each. Change to current bid item is — 1 EA. The new estimated quantity of Bid Item A97 is 1 EA. The total change amount for this item is a decrease of ($1,300.00). Schedule A — Add New Bid Item C003.13 "Driveway D-5 and D-7 Gate Relocation," Lump Sum. The new unit cost for this item is $2,464.00 lump sum. The quantity is 1. The total change for this item is an increase of $2,464.00. 9. Schedule A — Add New Bid Item C003.14 "Lowes Curb Ramps," per Each. The new unit cost for this item is $2,072.00 per each. The quantity is 2. The total change for this item is an increase of $4,144.00. Schedule A — Add New Bid Item C003.15 "Valley Gutter," per Linear Foot. The new unit cost for this item is $50.00 per linear foot. The quantity is 50 LF. The total change for this item is an increase of $2,500.00. Schedule A — Add New Bid Item C003.16 "18" Curb (Hand Formed," per Linear Foot. The new unit cost for this item is $25.00 per linear foot. The quantity is 23 LF. The total change for this item is an increase of $575.00 Schedule A — Add New Bid Item C003.17 "Lowes Modification Adjustment," Lump Sum. The new unit cost for this item is $13,461.16 lump sum. The quantity is 1. The total change for this item is an increase of $13,461.16. CHANGE ORDER AGREEMENT 11 12/17 AG#: 17-033 - South 356`h Street Improvements Change Order 03 Schedule A - Existing Bid Item A104 "Cement Conc. Single Direction Curb Ramp," per Each. Change to current bid item is - 2 Each. The new estimated quantity of Bid Item A104 is 0 Each. The total change amount for this item is a decrease of ($3,600.00). 10. Schedule A - Add New Bid Item C003.18 "Concrete Leveling Pad Credit," Lump Sum. The new unit cost for this item is $-7,500.00 per each. The quantity is 1. The total change for this item is a decrease of ($7,500.00). 11. Schedule A - Add New Bid Item CO3.19 "Property Restoration," Force Account. The measurement and payment for this new bid item is by Force Account. The estimated quantity is $10,000.00. The total change for this item is an increase of $10,000.00. 12. Schedule A - Add New Bid Item C003.20 "Fraxinus Pennsylvanica `Patmore' 2.5" Cal," per Each. The new unit cost for this item is $460.00 per each. The quantity is 35. The total change for this item is an increase of $16,100.00. Schedule A - Add New Bid Item C003.21 "Fraxinus Pennsylvanica `Patmore' 3" Cal," per Each. The new unit cost for this item is $460.00 per each. The quantity is 21. The total change for this item is an increase of $9,660.00. Schedule A - Existing Bid Item A75 "PSIPE, Acer Saccharum `Green Mountain' / Green Mountain Maple, 2.5" Cal, 12'-14' Ht.," per Each. Change to current bid item is - 20 Each. The new estimated quantity of Bid Item A75 is 0 Each. The total change amount for this item is a decrease of ($9,200.00). Schedule A - Existing Bid Item A76 "PSIPE, Tilia Tomentosa `PNI 6051' / Green Mountain Linden, 2.5" Cal, 12'-14' Ht.," per Each. Change to current bid item is - 36 Each. The new estimated quantity of Bid Item A76 is 0 Each. The total change amount for this item is a decrease of ($16,560.00). 13. Schedule A - Add New Bid Item C003.22 "HMA Removal and Disposal - Station 219+00 RT," Lump Sum. The new unit cost for this item is $5,371.23 per each. The quantity is 1. The total change amount for this item is an increase of $5, 371.23. 14. Schedule A - Add New Bid Item C003.23 "Ditch Modification Station 213+50 LT," Lump Sum. The new unit cost for this item is $4,124.92 per each. The quantity is 1. The total change amount for this item is an increase of $4,124.92. 15. Schedule A - Add New Bid Item C003.24 "Straight Arrow Sign - R3 -5A," Lump Sum. The new unit cost for this item is $206.31 per each. The quantity is 1. The total change amount for this item is an increase of $206.31. 16. Schedule A - Add New Bid Item C003.25 "New Detection Loop Cable STA 205+80 LT," Lump Sum. The new unit cost for this item is $812.50 per each. The quantity is 1. The total change amount for this item is an increase of $812.50. 17. Schedule A - Add New Bid Item C003.26 "Wall 5 - Top of Wall Swale," Lump Sum. The new unit cost for this item is $1,472.63 per each. The quantity is 1. The total change amount for this item is an increase of $1,472.63. CHANGE ORDER AGREEMENT 12 12/17 AG#: 17-033 - South 356`h Street Improvements Change Order 03 NET CHANGES TO THE BID SCHEDULE: Bid Item Description Existing Quantity Change Quantity Unit Unit Cost Change Item Total C003.1 Quarry Spalls for Trench Stabilization 0 93.1 TON $44.15 4,110.37 C003.2 Electrical at Pac HWY Intersection 0 1 LS $12,460.00 $12,460.00 C003.3 Removal and Disposal of the Existing Retaining Wall - Vic 219+00 RT 0 1 LS $4,176.57 $4,176.57 C003.4 Replacement of 2" Pre-Empt Conduit at Wall 2 0 1 LS $3,331.32 $3,331.32 C003.5 Regrading and Wall Work at Wall 1 0 1 LS $2,946.40 $2,946.40 C003.6 Lowe's Irrigation System Revisions 0 1 LS $2,425.84 $2,425.84 C003.7 Anti -Graffiti Coating 0 3,000 SF $3.45 $10,350.00 C003.8 Pond Fence Modification 0 1 LS $7,280.00 $7,280.00 C003.9 Chain Link Fence (6') Vinyl Coated 0 775 LF $32.48 $25,172.00 C003.10 Single 6' C(h6aij Link Gate 0 1 EA $896.00 $896.00 C003.11 Double 12' C(6 jin Link Gate 0 1 EA $1,920.00 $1,920.00 C003.12 Double 20' C(6 jin Link Gate 0 1 EA $1,920.00 $1,920.00 C003.13 Driveway D-5 and D-7 Gate Relocation 0 1 LS $2,464.00 $2,464.00 C003.14 Lowes Curb Ramps 0 2 EA $2,072.00 $4,144.00 C003.15 Valley Gutter 0 50 LF $50.00 $2,500.00 C003.16 18" Curb (Hand Formed) 0 23 LF $25.00 $575.00 C003.17 Lowes Modification Adjustment 0 1 LS $13,461.16 $13,461.16 C003.18 Concrete Leveling Pad Credit 0 1 LS) ($7,500.00 ($7,500.00) C003.19 Property Restoration 0 10,000 Est $10,000.00 $10,000.00 C003.20 Fraxinus Pennsylvanica `Patmore', 2.5" Cal 0 35 EA $460.00 $16,100.00 C003.21patmore', Fraxinus Pennsylvanica 3" Cal 0 21 EA $460.00 $9,660.00 C003.22 HMA Removal and Disposal - Station 219+00 RT 0 1 LS $5,371.23 $5,371.23 C003.23 Ditch Modification Station 213+50 LT 0 1 LS $4,124.92 $4,124.92 C003.24 Straight Arrow Sign - R3-0 5A 1 LS $206.31 $206.31 C003.25 New Detection Loop Cable STA 205+80 LT 0 1 LS $812.50 812.50 C003.26 Wall 5 -Top of Wall Swale 0 1 LS $1,472.63 $1,472.63 A75 PSIPE, Acer Saccharum `Green Mountain' / Green Mountain Maple, 2.5" Cal., 12'-14' Ht. 20 -20 EA $460.00 ($9,200.00) A76 PSIPE, Tilia Tomentosa PNI 601' / Green Mountain Linden, 2.5" Cal, 12'-14' Ht. 36 -36 EA $460.00 ($16,560.00) CHANGE ORDER AGREEMENT 13 12/17 AG#: 17-033 - South 356th Street Improvements Change Order 03 A95 Black Vinyl Coated Chain Link Fence — 4 Ft. 2,230 -775 LF $22.50 (17,437.50) A97 Double 20 Ft. Chain Link Gate (4') 2 -1 EA $1,300.00 ($1,300.00) A98 Single 6 Ft. Chain Link Gate 1 -1 EA $600.00 ($600.00) A104 Cement Conc. Single Direction Curb Ramp 2 -2 EA $,1800.00 ($3,600.00) Total This Change $91,682.75 The time provided for completion in the Contract is ❑ Unchanged ® Increased ❑ Decreased by five (5) 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? ❑ Yes CE] 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. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT DIRECTQR' S SIGNATURE $ 3,890,299.10 $ 0.00 $ 91,682.75 $ 3,981,981.85 01 -7b -le DATE 01 —2ek1$ DATE CHANGE ORDER AGREEMENT 14 12/17 RETURN TO: SHAWNA EXT: 2701 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM ORIGINATING DEPT/DIV: PUBLIC WORKS / STREETS ORIGINATING STAFF PERSON: NAVEEN CHANDRA EXT: 2729 3. DATE REQ. BY:RU G. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT ❑ ❑ PROFESSIONAL SERVICE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ REAL ESTATE DOCUMENT ❑ ORDINANCE ❑ CONTRACT AMENDMENT (AG #): 17 -043 ❑ OTHER CHANGE ORDER # 2 SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ MAINTENANCE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ RESOLUTION ❑ INTERLOCAL PROJECT NAME: S 356TH STREET IMPROVEMENTS PROJECT (PACIFIC HIGHWAY S TO ENCHANTED PARKWAY S) I. NAME OF CONTRACTOR: SCI INFRASTRUCTURE, LLC ADDRESS: 2825 S 154TH STREET, SEATTLE, WA 98188 E- MAIL: MARK@SC IINFRASTRUCTURE.COM SIGNATURE NAME: MARK SCOCCOLO TELEPHONE:206- 242 -0633 FAX: 206-242-0792 TITLE: MANAGER EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE #02102515 BL, EXP. 12/31/17 uBI #602094857 , EXP. 1/31/18 • 1. TERM: COMMENCEMENT DATE: COMPLETION DATE: UPON COMPLETION P. TOTAL COMPENSATION: $3,890,299.10 INCLUDES $0.00 FOR THE CHANGE ORDER # 2 (INCLUDE EXPENSES AND SALES TAX, IF ANY (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ❑ NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY RETAINAGE: RETAINAGE AMOUNT: ❑ RETAINAGE AGREEMENT (SEE CONTRACT) OR ❑ RETAINAGE BOND PROVIDED ❑ PURCHASING: PLEASE CHARGE To: 306 - 4400 - 157 - 595 -30 -650 0. DOCUMENT / CONTRACT REVIEW /PROJECT MANAGER p• DIVISION MANAGER Q/DEPUTY DIRECTOR Al-DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) L.AW DEPT 1. COUNCIL APPROVAL (IF APPLICABLE) INITIAL / DATE REVIEWED is — A71 COMMITTEE APPROVAL DATE: INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: 2. CONT CT SIGNATURE ROUTING C I Fj SENT TO VENDOR/CONTRACTOR DATE SENT::41 DATE RED: ✓'�� 4 � ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENS S, EXHIBITS ❑ CREATE ELECTRONIC REMINDER/NOTIFICATION FOR 1 MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT. SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) kLAW DEPT i(SIGNATORY (MAYOR OR DIRECTOR) 5131 CITY CLERK _ ASSIGNED AG # N `r■IIGNED COPY RETURNED ii1CRETURN ONE ORIGINAL ;OMMENTS: ;XE UTE " 2 " ORIGINALS INITIAL / DATE SIG ED 3/2017 Federal Way CITY HALL 33325 8th Avenue South Federal Way, WA 98003 -6325 (253) 835 -7000 www cilyoffederalway. com CONSTRUCTION RETAINAGE ESCROW AGREEMENT FOR S 356TH STREET IMPROVEMENTS PROJECT (PACIFIC HWY S TO ENCHANTED PARKWAY S) and AG #17-043 TO: BANK OF THE WEST: Rachel Thacker, VP Business Banking Bank of the West 701 Pike Street #2250 Seattle, WA 98101 (206) 303 -7563 (telephone) Federal Tax ID: 91 -208 7893 SCI INFRASTRUCTURE, LLC: Mark Scoccolo 2825 S 154th Street Seattle, WA 98188 (206) 242 -0633 (telephone) (206) 242 -0792 (facsimile) Mark(a7 sc i i n frastructure.com CITY OF FEDERAL WAY: Naveen Chandra 33325 8th Avenue South Federal Way, WA 98003 -6325 (253) 835 -2729 (telephone) (253) 835 -2709 (facsimile) Naveen.chandra(alcityoffederalway.com I. GENERAL. Pursuant to Chapter 60.28.011 of the Revised Code of Washington, relating to the retained percentage of construction contractor payments, the undersigned, SCI Infrastructure, LLC, hereinafter referred to as the Contractor, has directed the City of Federal Way, hereinafter referred to as the City, to deliver to you its warrants or checks which shall be payable to the you and the contractor jointly. Such warrants or checks are to be held and disposed of by you in accordance with the following instructions and upon the terms and conditions hereinafter set forth. 2. INSTRUCTIONS. 2.1 The City shall deliver to you from time to time checks or warrants payable jointly to you and the Contractor. You are hereby authorized by the Contractor to endorse in the Contractor's name any such check or warrant so that you may receive the proceeds thereof and invest the same. The power of endorsement hereby granted to you by the Contractor shall be deemed a power couple with an interest and shall be irrevocable during the term of this escrow. Although you may be a payee named in such warrants or checks as shall be delivered to you, your duties and responsibilities which a depository bank would have pursuant to Article 4 of the Uniform Commercial Code of the State of Washington for an item deposited with it for collection as of the date such check or warrant shall be delivered to you. The proceeds from collections shall be used by you to purchase, as directed by the Contractor, bonds or other securities chosen by the Contractor and approved by you, and the City. For the purpose of each such purchase, you may follow the last written direction received by you from the Contractor, provided such direction otherwise conforms to the restrictions on investments recited herein. Attached as Exhibit A is a list of such bonds or other securities approved by the City. No further approval is necessary if any of these bonds or securities, except stocks, may be selected by the Contractor, subject to express written approval of you and the City. Purchase of such bonds or other securities shall be in a form that shall allow you alone to reconvert such bonds or other securities into money if you are required to do so by the City as provided in this Escrow Agreement. The investments selected by the Contractor, approved by the City, and purchased by you must mature on or prior to the date set for the completion of the contract, including extensions thereof or thirty days following the final acceptance of said improvement work. CONSTRUCTION RETAINAGE ESCROW AGREEMENT 1 4/2017 CITY 4F Federal Way CITY HALL 33325 8th Avenue South Federal Way, WA 98003 -6325 (253) 835 -7000 www cityofederolway corn 2.2 When and as interest on the securities held by you pursuant to this agreement accrues and is paid, you shall collect such interest and forward it to the Contractor at its address, designated below, unless with your written consent the Contractor otherwise directs you in writing. You are not authorized to deliver to the Contractor all or any part of the principal and/or securities held by you pursuant to the agreement (or any monies derived from the sale of such warrants or checks) except in accordance with written instructions from the City. The City shall inform you and keep you informed in writing of the name of the person or persons with authority to give you such written instructions. Compliance with such instructions shall relieve you of any further liability related thereto. The estimated completion date on the contract underlying this Escrow Agreement is June 30, 2018. Upon request by you, the City shall advise you in writing of any change in the estimated completion date. If the estimated completion date is changed, you are authorized to reinvest the monies held hereunder in accordance with the new estimated completion date. 2.3 In the event the City orders you to do so in writing, and not withstanding any other provisions of this agreement, you shall, within thirty-five (35) days of receipt of such order, reconvert into money the securities held by you pursuant to this agreement and return such money together with any other monies, including accrued interest on such securities, held by you hereunder, to the City. 2.4 The Contractor agrees to pay you as compensation for your services hereunder as follows: Payment of all fees relating to this account shall be the sole responsibility of the Contractor and shall not be deducted from any property placed with you pursuant to this agreement until and unless the City directs the release to the Contractor of the securities and monies held hereunder, whereupon you shall be granted a first lien upon such property released and shall be entitled to reimburse yourself from such property for the entire amount of your fees and any unanticipated amounts which might be owing as provided for herein. In the event that you are made a party to any litigation with respect to the property held by you hereunder, or in the event that the conditions of this escrow are not promptly fulfilled or that you are required to render any services not provided for in these instructions, or that there is any assignment of the interests of this escrow of any modifications hereof, you shall be entitled to reasonable compensation for such extraordinary services from the Contractor and reimbursement from the Contractor for all costs and expenses, including attorney fees occasioned by such default, delay, controversy, or litigation. 2.5 Should you at any time and for any reason desire to be relieved of your obligations as escrow holder hereunder, you shall give written notice to the City and Contractor. The City and Contractor shall, within twenty (20) days of the receipt of such notice, jointly appoint a successor escrow holder and instruct you to deliver all securities and funds held hereunder to said successor. If you are not notified of the appointment of the successor escrow holder within 20 days, you may return the subject matter hereof to the City and upon so doing, you are absolved from all further charges and obligations in connection with this escrow. 2.6 This agreement shall not be binding until executed by the Contractor and the City and accepted by you. 2.7 This instrument contains the entire agreement between you, the Contractor and the City, with respect to this escrow and you are not a party to nor bound by any instrument or agreement other than this; you shall not be required to take notice of any default or any other matter, nor be bound by nor be required to give notice or demand, nor required to take any action whatsoever except as herein expressly provided; you shall not be liable for any loss or damage except that caused by your own negligence or willful misconduct. 2.8 The foregoing provisions shall be binding upon the assigns, successors, personal representatives and heirs of the parties hereto. The Original Contract Value (including WSST) is $3,890,299.10, Three Million Eight Hundred Ninety Thousand Two Hundred Ninety-Nine and 10 /100. The Original Retainage Value at 5.0 percent of above is $194,514.96, One Hundred Ninety-Four Thousand Five Hundred Fourteen and 96/100. NOTE: These values are subject to change. CONSTRUCTION RETAINAGE ESCROW AGREEMENT - 2 - 4/2017 c r'!r a F .. Federal Way CITY HALL 33325 8th Avenue South Federal Way, WA 98003 -6325 (253) 835 -7000 www. cityofederefway. com 2.9 The undersigned have read and hereby approve the instructions as given above governing the administration of this escrow and do hereby execute this agreement on this day of Mai , 2017. IN WITNESS, the Parties execute this Agreement below, effective the last date written below. V CITY OF FEDE 11, ayor 5/7 DATE: WAY: ATTEST: BANK OF THE WEST: By. Printed Name: Title: V I Ce DATE: 51 111 STATE OF WASHINGTON COUNTY OF 141,...1 (' ) ss. h ie Courtney, CMC, Ci 1erk APPROVED AS TO FORM: J. Kyan Call, City Attorney On this day personally appeared before meI, to me known to be the Arzkvicg2ginapirx Bank of the West that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on aath-steted- that- he/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate = seal =of said corporation. GIVEN my hand and official seal this k."1 day of M 17 Notary's signature Notary's printed name `rotary Public My -es •. at.' JENNIFER LEA SCOCCOLO Notary Public State of Washington My Commission Expires May 24, 2021 in and for the State of Washington. CONSTRUC"T"ION RETAINAGE ESCROW AGREEMENT - 3 - 4/2017 CITY OF Federal Way SCI INFRASTRUCTURE, LLC: By: Mark Scoccolo Manager DATE: 47 1; STATE OF WASHINGTON ) /�- ss. COUNTY OF ,-1 1•.) I ) CITY HALL 33325 8th Avenue South Federal Way, WA 98003 -8325 (253) 835 -7000 www ci(yoffecleralway. corn On this day personally appeared before me Mark Scoccolo, to me known to be the Manager of SCI Infrastructure, LLC. that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. GIVEN my hand and official seal this X9-1 -4 day of Nota '4td ' ature JENNIFER LEA SC 1nam e Notar y Public State of Washington My Commission Expires May 24, 2021 otary Public in . d for the State of Washington. My commission expires cc Z 4- 7 CONSTRUCTION RETAINAGE ESCROW AGREEMENT - 4 - 4/2017 CITY OF ..� Federal Way EXHIBIT "A" CITY HALL 33325 8th Avenue South Federal Way, WA 98003 -6325 (253) 835 -7000 www cityoffederalway. com List of Bonds or Securities that are approved by the City of Federal Way. i. 1r e(16 b..earivi ClieeknJc 2. 3. CONSTRUCTION RETAINAGE ESCROW AGREEMENT - 5 - 4/2017 AG #: 17 -043 PROJECT NUMBER CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 2 Jur e CHANGE ORDER NUMBER EFFECTIVE DATE South 356th Street improvements (Pacific Highway S to Enchanted Parkway S) SCI Infrastructure, LLC PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: This Change Order No.2 covers the work changes summarized below: CONSTRUCTION RETAINAGE ESCROW AGREEMENT Attached Construction Retainage Escrow Agreement is hereby made part of the contract (AG # 17 -043) between the City of Federal Way and SCI Infrastructure, LLC. 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? [] Yes ® No ❑ Yes ❑ No PRICE CHANGE LUMP SUM: INCREASE $0 DECREASE $0 UNIT PRICE: THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO. ITEM QTY. UNIT PRICE ADD OR DELETE NA NA NA NA NA TOTAL NET CONTRACT: INCREASE $0 DECREASE$0 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. CHANGE ORDER AGREEMENT 1 4/17 DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT DATE MARW SALLOUM, P.E., DIRECT I R PUBLIC WORKS DEPARTMENT DATE $3,890,299.10 $0.0 $0.0 $3,890,299.10 CHANGE ORDER AGREEMENT 2 4/17 RETURN TO: SHAWNA EXT: 2701 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM ORIGINATING DEPT/DIV: PUBLIC WORKS / STREETS ORIGINATING STAFF PERSON: NAVEEN CHANDRA EXT: 2729 3. DATE REQ. BY:ASAP G. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ REAL ESTATE DOCUMENT ❑ ORDINANCE ❑ CONTRACT AMENDMENT (AG #): 17 -043 ❑ OTHER CHANGE ORDER # 1 ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ MAINTENANCE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ RESOLUTION ❑ INTERLOCAL PROJECT NAME: S 356TH STREET IMPROVEMENTS PROJECT (PACIFIC HIGHWAY S TO ENCHANTED PARKWAY S) i. NAME OF CONTRACTOR: SCI INFRASTRUCTURE, LLC ADDRESS: 2825 S 154TH STREET, SEATTLE, WA 98188 E -MAIL: MARK @SC IINFRASTRUCTURE.COM SIGNATURE NAME: MARK SCOCCOLO TELEPHONE:206- 242 -0633 FAX: 206 - 242 -0792 TITLE: MANAGER EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE #02102515 BL, EXP. 12/31/17 TERM: COMMENCEMENT DATE: 3 / 9N 0 / 17 ALL OTHER UBI #602094857 , EXP. 1/31/18 COMPLETION DATE: UPON COMPLETION SlaD I TOTAL COMPENSATION: $3,890,299.10 INCLUDE $0.00 FOR THE CHANGE ORDER # 1 (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ❑ NO IF YES, PAID BY: ❑ CONTRACTOR ❑ CITY RETAINAGE: RETAINAGE AMOUNT: ETAINAGE AGREEMENT (SEE CONTRACT) OR ❑ RETAINAGE BOND PROVIDED ❑ PURCHASING: PLEASE CHARGE To: 30C, ���/j• I ��� F��'I�• 30 l��D 0. DOCUMENT / CONTRACT REVIEW PROJECT MANAGER DIVISION MANAGER .(DEPUTY DIRECTOR (YDIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) 2]l LAW DEPT INITIAL / DATE REVIEWED 4 (31 t7 41310 '% RlIts 1. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: �( 2. CONTRACT SIGNATURE ROUTING J It I 4. ENT TO VENDOR/CONTRACTOR DATE SENT: I( DATE REC'D: ❑ �nll/,I, ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES,IBITS ❑ CREATE ELECTRONIC REMINDER/NOTIFICATION FOR 1 MONTH PRIOR TO EXPIRATION DATE (INCLUDE DEPT. SUPPORT STAFF IF NECESSARY AND FEEL FREE TO SET NOTIFICATION MORE THAN A MONTH IN ADVANCE IF COUNCIL APPROVAL IS NEEDED.) ❑ LAW DEPT ❑ SIGNATORY (MAYOR OR DIRECTOR) ❑ CITY CLERK ASSIGNED AG # GNED COPY RETURNED RETURN ONE ORIGINAL ;OMMENTS. ;XECUTE 2" ORIGINALS INI . AL / DATE SIGNED DATE SENT: Di-Ai "k\v4 v ovm800 w o(L gi 3/2017 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG #: 17 -043 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTIVE DATE South 356'h Street Improvements (Pacific Highway S to Enchanted Parkway S) SCI Infrastructure, LLC PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: This Change Order No.1 covers the work changes summarized below: 1. PROJECT RETAINAGE Exhibit C (Contractor's Retainage Agreement) of the executed contract AG 17 -043 is hereby deleted and replaced with the attached "Exhibit C -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? ❑ Yes ® No ❑ Yes ❑ No PRICE CHANGE LUMP SUM: INCREASE $0 DECREASE $0 UNIT PRICE: THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO. ITEM QTY. UNIT PRICE ADD OR DELETE NA NA NA NA NA TOTAL NET CONTRACT: INCREASE $0 DECREASE$0 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. CHANGE ORDER AGREEMENT 1 4/17 DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT -try 7 CO CTOR'S SIGNATURE DATE MARW N SALLOUM, P.E., DIRECTOR PUBLIC WORKS DEPARTMENT L.--, y /z, /1 1 DATE $3,890,299.10 $0.0 $0.0 $3,890,299.10 CHANGE ORDER AGREEMENT 2 4/17 EXHIBIT C -1 CONTRACTOR'S RETAINAGE AGREEMENT City of Federal Way 33325 8th Avenue South Federal Way, WA 98003 Z53 -335 -7000 IDENTIFICATION AND DESCRIPTION Project Title South 3560 Street Improvements (Pacific Hwy S to Enchanted parkway SI Contractor 5c1 Infrastructure, LLC Representative Mark Sooccolo aid No. RF8 # 17 -001 Date 2f21/17 Administering Department City RepresentativWaVeef Chandra . PE Funding Source Otv of Federal Way Project Authority RETAINAGE FORMULA In accordance with applicable State Statutes, the following provisions will be made for the disposition of the retainage held for investment: 1. Ali investments selected below are subject to City approval. 2. Retainage under this agreement will be held in escrow by the genic of the West (referred to herein as the sank), the terms of which are spedfied by separate escrow agreement. The cost of the investment program and the risk thereof is to be borne entirety 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 Qty of Federal Way of my instructions Xto invest ■ root to invest the retainage withheld under the terms of this contract. If the investment option is selected, please provide the following information: Name of Rank, Mutual Fund, or Savings & Loan Association: Bulk of t Address: 701 Pi}ce Street #2250, Seattle, WA 98101 Account a: 0 4 8 288 4 3 5 Contact Person: Rachel Thacker Contractor: , : Date: Q 4 /9 3 /17 By: __ _ Tile: VP Business BanKing Phone: 206 -303 -7563 91 -208 7893 Est- Completion Date: Dec. ec. 201T SCI JOB 1704 Sid /Conrad Number RFB 17 -001 CRY APPROVAL Approval of Investment Program and Retainage Agreement CERTIFICATION FOR RELEASE OF CONTRACT RETAINAGE Contract No AG# 17-043 Project Title: Saute 356'r Streit Improvements (Pacific Hvwv S to Enchante4 Priory S1 1 hereby certify, as Contract Administrator for this Contract representing the Gty of Federal Way, that all work required by the above cited contract was completed on and final acceptance by the City was granted on I also certify that no liens have been received within 30 days from the above date from any person, persons, mechanics, subcontractors or materialman who has performed any work or provided any material of subject contract. Contract Administrator Director of Administering Department Also, please find attached certifications by the applicable state agencies of the receipt of: 1) Washington State 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 South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 63 RFB # I7 -001 RFB Ver. 4 -16 January 2017 SCI JOB 1704 EXHIBIT C CONTRACTOR'S RETAINAGE AGREEMENT City of Federal Way 33325 8th Avenue South Federal Way, WA 98003 253- 835 -7040 IDENTIFICATION AND DESCRIPTION Project Title Contractor SCI Infrastructure, LL Representative _Mark Scoccolo Bid No. RFB 17— 0 01 Date 2 / 21 / 1 lIdministering Department City Representative Naveen Chandra, PE Funding Source city of Federal Project Authority m Bid /Contract Number RFB 17 -001 1 1 1 ' (4 . 111 1- I l I It 1 11 •1 al"e Way RETAINAGE FORMULA In accordance with applicable State Statutes, the following provisions will tie made for the disposition of the retalnage held for investment: 1. All investments selected below are subject to CRy approval. 2. Retainage under this agreement will be held in escrow by the Bank of the West (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 i3 to invests not to invest the retainage withheld under the terms of this contract. If the investment option is selected, please provide the following information: Name of Bank, Mutual Fund, or Savings & Loan Association: Bank of the West Address:7(1 Pike Street #2250, Seattle, WA 98101 is Account # ;3 ((,4g Contact Person: Rachel Thacker Contractor: , eras ucture LLC Date: 03/06/17 By: % �ff -1 Tide: Con raCE Manager /VP lousiness Add Ads' 82 S 54t St Seattle Phone: 206- 303 -7563 Banking 0:91-208 7893 Est. Completion Date: CITY APPROVAL Approval of Investment Program and Retainage Agreement Finance Director Date CERTIFICATION FOR RELEASE OF CONTRACT RETAINAGE Contract No. Project Title: South 3S6"' Street Improvernents (Pacific Hwy S to Enchanted Prkwy S) I hereby certify, as Contract Administrator for this Contract representing the City of Federal Way, that ail work required by the above cited contract was completed on and final acceptance by the City 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 materlalman who o has performed any work or provided any material of subject contract. Contract Administrator Director of Administering Department Also, please find attached certifications by the applicable state agencies of the receipt of: 1) Washington State Business Taxes (Washington State Dept. of Revenue); 2) Industrial Insurance Premiums (State Dept. of Labor & Industries); and 3) Employment Security, Unemployment Insurance Premiurrs (State of Washington Employment security Dept.) City of Federal Way South 356"` Street Improvements (Pacltie Hwy S to Enchanted Parkway S) Page 63 RFB ## 17 -001 RFB Ver 4 -16 Janumy 2017 Provided to Builders Exchange of WA, rnc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal AC��O® CERTIFICATE OF LIABILITY INSURANCL w DATE 3 /31 /DD/YYYY) 03/31 /2017 TyIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Parker, Smith & Feek, Inc. 2233 112th Avenue NE Bellevue, WA 98004 CONTACT NAME: PHONE 425 - 709 -3600 FAX 425 - 709 -7460 N1E (A/c, No): E -M E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Transportation Ins. Co. LIABILITY COMMERCIAL GENERAL LIABILITY INSURED SCI Infrastructure, LLC 2825 South 154th Street Seattle, WA 98188 INSURER B: Valley Forge Insurance Company 4016281533 INSURER c : Continental Insurance Co. 4/1/2018 INSURER D : Indian Harbor Insurance Company $ 1,000,000 INSURER E : $ 500,000 INSURER F : $ 15,000 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MM /DD/YYYY) POLICY EXP (MM /DD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY X 4016281533 4/1/2017 4/1/2018 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 500,000 MED EXP (Any one person) $ 15,000 CLAIMS -MADE X OCCUR PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP /OP AGG $ 2,000,000 GEN'L AGGREGATE POLICY X LIMIT APPLIES JECT PRO X PER LOC $ B AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS X 4016281516 4/1/2017 4/1/2018 EaaccIidentSINGLELIMIT $ 1 000000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ C X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE X 5091288088 4/1/2017 4/1/2018 EACH OCCURRENCE $ 4,000,000 AGGREGATE $ 4,000,000 $ DED X RETENT ON $ 10,000 A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR /PARTNER /EXECUTIVE OFFICER /MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A 4016281533 ** Washington Stop Gap 4/1/2017 4/1/2018 1 WC STATU- I X I OTH 1 TORY LIMITS ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 D Pollution Liability X PEC004562502 4/1/2017 4/1/2018 $5,000,000 Each Pollution Condition /Aggregate DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Project - South 356th St Improvements - Pacific Hwy S to Enchanted Parkway S - Project RFB 17 -001. The City of Federal Way, and its officers, elected officals, employees, agents and volunteers and KPG, PS, and its officers, employees, agents and Exeltech Consulting, Inc. are additional insured on the general liability,, automobile, excess liability and pollution liability policies per the attached endorsements /forms. Coverage is primary and non - contributory on the general liability, automobile and excess liability policies per the attached endorsements /forms. Per project aggregate applies on the general liability policy per the attached endorsements /forms. CERTIFICATE HOLDER CANCELLATION ACORD 25 (2010/05) © 1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Federal Way 33325 8th Ave S AUTHORIZED REPRESENTATIVE Federal Way, WA 98003 I. -_` ----/., . (1 c71 ACORD 25 (2010/05) © 1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 20020001060244319104716 CNA CNA71527XX (Ed. 10/12) ADDITIONAL INSURED - PRIMARY AND NON- CONTRIBUTORY It is understood and agreed that this endorsement amends the BUSINESS AUTO COVERAGE FORM as follows: SCHEDULE Name of Additional Insured Persons Or Organizations Any person or organization, but only if you are required by written contract or written agreement to make that person or organization an additional insured under this policy. 1. In conformance with paragraph A.1.c. of Who Is An Insured of Section II — LIABILITY COVERAGE, the person or organization scheduled above is an insured under this policy. 2. The insurance afforded to the additional insured under this policy will apply on a primary and non - contributory basis if you have committed it to be so in a written contract or written agreement executed prior to the date of the "accident" for which the additional insured seeks coverage under this policy. All other terms and conditions of the Policy remain unchanged. CNA71527XX (10/12) Page 1 of 1 Insured Name: Copyright CNA All Rights Reserved. Policy No: Endorsement No: Effective Date: CNA Contractors' General Liability Extension Endorsement This insurance does not apply to: Expected or Intended Injury Bodily injury or property damage expected or intended from the standpoint of the Insured. This exclusion does not apply to bodily injury or property damage resulting from the use of reasonable force to protect persons or property. 11. GENERAL AGGREGATE LIMITS OF INSURANCE - PER PROJECT A. For each construction project away from premises the Named Insured owns or rents, a separate Construction Project General Aggregate Limit, equal to the amount of the General Aggregate Limit shown in the Declarations, is the most the Insurer will pay for the sum of: 1. All damages under Coverage A, except damages because of bodily injury or property damage included in the products - completed operations hazard; and 2. All medical expenses under Coverage C, that arise from occurrences or accidents which can be attributed solely to ongoing operations at that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations, nor the Construction Project General Aggregate Limit of any other construction project. B. All: 1. Damages under Coverage B, regardless of the number of locations or construction projects involved; 2. Damages under Coverage A, caused by occurrences which cannot be attributed solely to ongoing operations at a single construction project, except damages because of bodily injury or property damage included in the products - completed operations hazard; and 3. Medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing operations at a single construction project, will reduce the General Aggregate Limit shown in the Declarations. C. The limits shown in the Declarations for Each Occurrence, for Damage To Premises Rented To You and for Medical Expense continue to apply, but will be subject to either the Construction Project General Aggregate Limit or the General Aggregate Limit shown in the Declarations, depending on whether the occurrence can be attributed solely to ongoing operations at a particular construction project. D. When coverage for liability arising out of the products - completed operations hazard is provided, any payments for damages because of bodily injury or property damage included in the products - completed operations hazard will reduce the Products - Completed Operations Aggregate Limit shown in the Declarations, regardless of the number of projects involved. E. If a single construction project away from premises owned by or rented to the Insured has been abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. F. The provisions of LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated. 12. IN REM ACTIONS A quasi in rem action against any vessel owned or operated by or for the Named Insured, or chartered by or for the Named Insured, will be treated in the same manner as though the action were in personam against the Named Insured. 13. INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE Solely with respect to bodily injury that arises out of a health care incident: CNA74705XX (1 -15) Policy No: @ @ @ @ @ @ @ @ @@ Page 8 of 17 Endorsement No: @ @ @ @@ @@@@ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @@ Effective Date: @ @ @ @ @ @ @ @ @@ Insured Name: @@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @@ Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Blanket Additional Insured - Owners, Lessees or Contractors - with Products - Completed Operations Coverage Endorsement This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART It is understood and agreed as follows: I. The WHO IS AN INSURED section is amended to add as an Insured any person or organization whom the Named Insured is required by written contract to add as an additional insured on this coverage part, including any such person or organization, if any, specifically set forth on the Schedule attachment to this endorsement. However, such person or organization is an Insured only with respect to such person or organization's liability for: A. unless paragraph B. below applies, 1. bodily injury, property damage, or personal and advertising injury caused in whole or in part by the acts or omissions by or on behalf of the Named Insured and in the performance of such Named Insured's ongoing operations as specified in such written contract; or 2. bodily injury or property damage caused in whole or in part by your work and included in the products - completed operations hazard, and only if a. the written contract requires the Named Insured to provide the additional insured such coverage; and b. this coverage part provides such coverage. B. bodily injury, property damage, or personal and advertising injury arising out of your work described in such written contract, but only if: 1. this coverage part provides coverage for bodily injury or property damage included within the products completed operations hazard; and 2. the written contract specifically requires the Named Insured to provide additional insured coverage under the 11 -85 or 10 -01 edition of CG2010 or the 10 -01 edition of CG2037. 11. Subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: A. coverage broader than required by the written contract; or B. a higher limit of insurance than required by the written contract. III. The insurance granted by this endorsement to the additional insured does not apply to bodily injury, property damage, or personal and advertising injury arising out of: A. the rendering of, or the failure to render, any professional architectural, engineering, or surveying services, including: 1. the preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and 2. supervisory, inspection, architectural or engineering activities; or B. any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this coverage part. IV. Notwithstanding anything to the contrary in the section entitled COMMERCIAL GENERAL LIABILITY CONDITIONS, the Condition entitled Other Insurance, this insurance is excess of all other insurance available to the additional insured whether on a primary, excess, contingent or any other basis. However, if this insurance CNA75079XX (1 -15) Policy No: @ @ @ @ @ @ @ @ @@ Page 1 of 2 Endorsement No: @ @ @ @@ @@@@ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @@ Effective Date: @ @ @ @ @ @ @ @ @@ Insured Name: @@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @@ Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Blanket Additional Insured - Owners, Lessees or Contractors - with Products - Completed Operations Coverage Endorsement is required by written contract to be primary and non - contributory, this insurance will be primary and non- contributory relative solely to insurance on which the additional insured is a named insured. V. Solely with respect to the insurance granted by this endorsement, the section entitled COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: The Condition entitled Duties In The Event of Occurrence, Offense, Claim or Suit is amended with the addition of the following: Any additional insured pursuant to this endorsement will as soon as practicable: 1. give the Insurer written notice of any claim, or any occurrence or offense which may result in a claim; 2. except as provided in Paragraph IV. of this endorsement, agree to make available any other insurance the additional insured has for any loss covered under this coverage part; 3. send the Insurer copies of all legal papers received, and otherwise cooperate with the Insurer in the investigation, defense, or settlement of the claim; and 4. tender the defense and indemnity of any claim to any other insurer or self insurer whose policy or program applies to a loss that the Insurer covers under this coverage part. However, if the written contract requires this insurance to be primary and non - contributory, this paragraph (4) does not apply to insurance on which the additional insured is a named insured. The Insurer has no duty to defend or indemnify an additional insured under this endorsement until the Insurer receives written notice of a claim from the additional insured. VI. Solely with respect to the insurance granted by this endorsement, the section entitled DEFINITIONS is amended to add the following definition: Written contract means a written contract or written agreement that requires the Named Insured to make a person or organization an additional insured on this coverage part, provided the contract or agreement: A. is currently in effect or becomes effective during the term of this policy; and B. was executed prior to: 1. the bodily injury or property damage; or 2. the offense that caused the personal and advertising injury for which the additional insured seeks coverage. Any coverage granted by this endorsement shall apply solely to the extent permissible by law. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA75079XX (1 -15) Policy No: @ @ @ @ @ @ @ @ @@ Page 2 of 2 Endorsement No: @ @ @ @@ @@@@ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @@ Effective Date: @ @ @ @ @ @ @ @ @@ Insured Name: @@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @@ Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. ENDORSEMENT #011 This endorsement, effective 12:01 a.m., April 1, 2015 forms a part of Policy No. PEC0045625 issued to SCI INFRASTRUCTURE, LLC by Indian Harbor Insurance Company. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED ENDORSEMENT — VICARIOUS LIABILITY — JOB SITE, TRANSPORTATION AND NON -OWNED DISPOSAL SITE This endorsement modifies insurance provided under the following: PROFESSIONAL AND CONTRACTOR'S POLLUTION LEGAL LIABILITY POLICY Section II. Definitions, I. INSURED, is amended to include the following: With regard to coverage that may be afforded under Section I. Insuring Agreements, Coverage B.1. — JOB SITE - Occurrence, Coverage B.4 — TRANSPORTATION and Coverage B.5 — NON -OWNED DISPOSAL SITE only, any person or organization, other than a CLIENT, as required by a written contract signed by the NAMED INSURED, but only for: 1. a POLLUTION CONDITION caused by CONTRACTING SERVICES; and 2. the vicarious liability of the person or organization that results from the performance of CONTRACTING SERVICES, provided that such written contract is signed by the NAMED INSURED prior to the commencement of the POLLUTION CONDITION. Section IV. Exclusions, K. Insured versus Insured does not apply to a CLAIM by any person or organization that qualifies as an INSURED under this endorsement. All other terms and conditions remain the same. PCPoc209i 1012 Page 1 of 1 © 2012 X.L. America, Inc. WALT 04/07/2015 © 2012 XL Insurance Company Limited. All Rights Reserved. May not be copied without permission. CNA CNA Paramount Excess and Umbrella Liability Policy D. Coverage D - Key Employee Exclusions With respect to Coverage D — Key Employee, this insurance does not apply to any actual or alleged: 1. Death or Disability death or permanent disability of a key employee relating to, or arising out of: a. nuclear reaction or radiation or radioactive contamination, however caused; b. sickness or disease, including mental illness or mental injury; c. pregnancy, childbirth, miscarriage or abortion; d, suicide, attempted suicide or self inflicted bodily injury, while sane or insane; e. the key employee's intoxication, impairment or otherwise being under the influence of alcohol or controlled substances; f. war, including undeclared or civil war; g. warlike action by a military force, including action in hindering or defending against an actual or expected attack, by any government, sovereign or other authority using military personnel or other agents; or h. insurrection, rebellion, revolution, usurped power, or action taken by governmental authority in hindering or defending against any of these. 2. Other Expenses a. expenses the Named Insured incurs which the Named Insured would not have incurred if the Named Insured had used all reasonable means to: i. find a permanent replacement for the key employee; and ii. reduce or discontinue the key employee replacement expense; as soon as possible after the Named Insured's permanent loss of the services of the key employee caused by a covered accident. b. additional expenses incurred due to the Named Insured's loss of the services of a permanent replacement appointed or hired to replace a key employee, however caused. However, this exclusion does not apply if the replacement employee is included in the definition as a key employee and the Named Insured's loss of the services of the replacement employee is caused by a covered accident. IV. WHO IS AN INSURED The following persons or organizations are Insureds. A. With respect to Coverage A Excess Follow Form Liability, the Named Insured and any persons or organizations included as an insured under the provisions of underlying insurance are Insureds, and then only for the same coverage, except for limits of insurance, afforded under such underlying insurance. B. With respect to the Coverage B - Umbrella Liability: 1. If the Named Insured is designated in the Declarations of this Policy as: a. an individual, the Named Insured and the Named Insured's spouse are Insureds, but only with respect to the conduct of a business of which the Named Insured is the sole owner. b. a partnership or joint venture, the Named Insured is an Insured. The Named Insured's members, the Named Insured's partners, and their spouses are also Insureds, but only with respect to the conduct of the Named Insured's business. Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy c. a limited liability company, the Named Insured is an Insured. The Named Insured's members are also Insureds, but only with respect to the conduct of the Named Insured's business. The Named Insured's managers are Insureds, but only with respect to their duties as the Named Insured's managers. d. an organization other than a partnership, joint venture or limited liability company, the Named Insured is an Insured. The Named Insured's executive officers and directors are Insureds, but only with respect to their duties as the Named Insured's officers or directors. The Named Insured's stockholders are also Insureds, but only with respect to their liability as stockholders. e. a trust, the Named Insured is an Insured. The Named Insured's trustees are also Insureds, but only with respect to their duties as trustees. 2. Each of the following are also Insureds: a. The Named Insured's volunteer workers but only while performing duties related to the conduct of the Named Insured's business. b. The Named Insured's employees, other than either the Named Insured's executive officers (if the Named Insured is an organization other than a partnership, joint venture or limited liability company) or the Named Insured's managers (if the Named Insured is a limited liability company), but only for acts within the scope of their employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business. However, none of these employees or volunteer workers are Insureds for: i. bodily injury or personal and advertising injury: (a) to the Named Insured, to the Named Insured's partners or members (if the Named Insured is a partnership or joint venture), to the Named Insured's members (if the Named Insured is a limited liability company), to a co- employee while in the course of his or her employment or performing duties related to the conduct of the Named Insured's business, or to the Named Insured's other volunteer workers while performing duties related to the conduct of the Named Insured's business; (b) to the spouse, child, parent, brother or sister of that co- employee or volunteer worker as a consequence of paragraph (i)(a) above; (c) for which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in paragraph i. (a) or (b) above; or Id) arising out of his or her providing or failing to provide professional health care services. ii. property damage to property: (a) owned, occupied or used by; (b) rented to, in the care, custody or control of, or over which physical control is being exercised for any purpose by; the Named Insured, any of the Named Insured's employees, volunteer workers, any partner or member (if the Named Insured is a partnership or joint venture), or any member (if the Named Insured is a limited liability company). C. With respect to the Coverage C - Crisis Event Management and the Coverage D - Key Employee, the Named Insured is the Insured. V. LIMITS OF INSURANCE A. Multiple Insureds, claims, claimants The limits of insurance shown in the Declarations of this Policy and the rules below fix the most the ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy iv. will cooperate with the Insurer in the investigation or settlement of the claim or defense against the suit; v. will assist the insurer, upon its request, in the enforcement of any right against any person or organization which may be liable to the Insured because of injury or damage to which this insurance may also apply; and vi. will not voluntarily make a payment, except at its own cost, assume any obligation, or incur any expense, other than for first aid, without the Insurer's prior consent. 3. Cooperation With respect to both Coverage A - Excess Follow Form Liability and Coverage B — Umbrella Liability, the Named Insured will cooperate with the Insurer in addressing all claims required to be reported to the Insurer in accordance with this paragraph O. Notice of Claims /Crisis Management Event /Covered Accident, and refuse, except solely at its own cost, to voluntarily, without the Insurer's approval, make any payment, admit liability, assume any obligation or incur any expense related thereto. P. Notices Any notices required to be given by an Insured shall be submitted in writing to the Insurer at the address set forth in the Declarations of this Policy. Q. Other Insurance If the Insured is entitled to be indemnified or otherwise insured in whole or in part for any damages or defense costs by any valid and collectible other insurance for which the Insured otherwise would have been indemnified or otherwise insured in whole or in part by this Policy, the limits of insurance specified in the Declarations of this Policy shall apply in excess of, and shall not contribute to a claim, incident or such event covered by such other insurance. With respect to Coverage A — Excess Follow Form Liability only, if: a. the Named Insured has agreed in writing in a contract or agreement with a person or entity that this insurance would be primary and would not seek contribution from any other insurance available; b. Underlying Insurance includes that person or entity as an additional insured; and c. Underlying Insurance provides coverage on a primary and noncontributory basis as respects that person or entity; then this insurance is primary to and will not seek contribution from any insurance policy where that person or entity is a named insured. R. Premium All premium charges under this Policy will be computed according to the Insurer's rules and rating plans that apply at the inception of the current policy period. Premium charges may be paid to the Insurer or its authorized representative. S. In Rem Actions A quasi in rem action against any vessel owned or operated by or for a Named Insured, or chartered by or for a Named Insured, will be treated in the same manner as though the action were in personam against the Named Insured. T. Separation of Insureds Except with respect to the limits of insurance, and any rights or duties specifically assigned in this Policy to the First Named Insured, this insurance applies: Copyright CNA All Rights Reserved. City of Federal Way 33325 8th Ave S Federal Way, WA 98003 RESTATEMENT OF MANAGER'S AUTHORITY TO BIND COMPANY The undersigned, being all of the Members of SCI infrastructure, LLC, a Washington limited liability company (the "Company ") hereby restate and reaffirm the following: 1. The Company is managed by a Manager as provided for in RCW 25.15.150 and in the Company Operating Agreement dated January 29, 2001. 2. Mark Scoccolo is the duly elected Manager of the Company. 3. The Manager is authorized to execute instruments and documents, including without limitation, checks, drafts, notes and other negotiable instruments, mortgages or deeds of trust, security agreements, financing statements, operating agreements of other limited liability company, and all other instruments or documents as necessary, in the opinion of the Manager, to do the business of the Company. 4. The authority to sign contracts, purchase orders, vender agreements, subcontracts and all agreements of similar nature are vested in the Manager without the need for further approval by the Members. The undersigned, being all the Members of the Company do hereby ratify this Restatement of Manager's Authority to Bind Company on this `1tiay of April, 2015. Scoccolo Construction, Inc. Member v- By: Its 146419.1 / 022973.00001 Mountain Pacific Construction, Inc. Member By: Its A We are experiencing higher- than - normal call volumes and business filings. We appreciate your patience as we do our best to service every customer as quickly as possible. SCI INFRASTRUCTURE, LLC UBI Number 602094857 Category LLC Active /Inactive Active State Of Incorporation WA WA Filing Date 01/29/2001 Expiration Date 01/31/2018 Inactive Date Duration Perpetual Agent Name Address City State ZIP Address City State Zip MARK SCOCC0L0 2825 S 154TH ST SEATAC WA 981880000 GosD:gPersons(aderned inRCW2395. 105(12)l /aprykcwagoviRCv/supde( aspecite=23.%10sl) Title Name Address Governor SCOCCOLO CONSTRUCTION, INC. , Governor MOUNTAIN PACIFIC CONTRACTORS., 4A■-Federal Way CITY OF WASHINGTON CONTACT US INSIDE CITY HALL SERVICES DOING BUSINESS e- Permits HOME ID Terms Et Conditions02 102515 000 01 BL PUBLIC INFORMATI ¢: Locate a Business Permits Information Number Pre. Reference File Name 2825 S 154TH Issued Permits Desc. Applicant Business Owner Contractor Search Mailing Address REGISTERED USERS Apply for Permit View My Permits Request Inspection New Registration Business Registration Street Org. Name 5 C I INFRASTRUCTURE 5 C I INFRASTRUCTURE 5 C I INFRASTRUCTURE Info. Desc. Business Ownership Type S.I.C. Code Number of Full -Time Employees in City Business Phone Number Number of Part -Time Employees in City Date Business To Start in FW Update RegistratioriLlC- BUSINESS LIC. (1530) LIC -BUS. LICENSE RENEWAL (1532) LIC -BUS. LICENSE RENEWAL (1532) LIC -BUS. LICENSE RENEWAL (1532) LIC- BUSINESS LIC. (1530) Login Process Description Renewal Notice Fee Desc. Status Closed Non - Resident Business Street Type ST Retail Services OUR COMMUNITY SCI INFRASTRUCTURE PROPERTY DETAILS Suite Suite Type Number Dir PEOPLE DETAILS Address 2825 5 154TH ST 2825 S 154TH ST 2825 S 154TH ST BUSINESS INFO HOW D Application Issue Date Date Open Mar 27, 2013 City State Zip SEATTLE WA 98188 City SEATTLE SEATTLE SEATTLE Limited Liability 1600 - Contractors- Heavy Construction 0 2062420633 6 Mar 27, 2013 PERMIT /LICENSE FEE(S) PROCESSES AND NOTES Schedule Date Mar 27. 2013 Start Date Mar 27, 2013 Back End Date Mar 27, 2013 State WA WA WA Value Zip 98188 98188 98188 Fee Amount Mar 27, Dec 2013 Legal Desc Phone# (206)242 -0633 e (206)242 -0633 e (206)242 -0633 e $75.00 $50.00 $50.00 $50.00 550.00 Assigned Staff Jeri -Lynn Clark (253- 835 -2526) Balan Q ® [l 131 Home I Print 1 Emal4 1 Contact Us 1 Employee Resources 1 Copyright Notices 1 Accessibility 1 Sitemap 1 Translate KB Or—, OPIII 33325 8th Ave. South, Federal Way, WA 98003, 253- 835 -7000 1 Powered by CivicPlus (. EXT: ' -1 RETURN TO: l J/e-p a tr-4 1-161 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS / STREETS 2. ORIGINATING STAFF PERSON: NAVEEN CHANDRA ExT: 2729 3. DATE REQ. BY:8/24/2016 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G. RFB, RFP, RFQ) •PUBLIC WORKS CONTRACT ❑ ❑ PROFESSIONAL SERVICE AGREEMENT ❑ ❑ GOODS AND SERVICE AGREEMENT ❑ REAL ESTATE DOCUMENT ❑ ORDINANCE ❑ CONTRACT AMENDMENT (AG #): ❑ OTHER SMALL OR LIMITED PUBLIC WORKS CONTRACT MAINTENANCE AGREEMENT HUMAN SERVICES / CDBG SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) RESOLUTION INTERLOCAL 5. PROJECT NAME: SOUTH 356TH STREET IMPROVEMENT (PACIFIC HIGHWAY S TO ENCHANTED PARKWAY S) PROJECT 6. NAME OF CONTRACTOR: ylitc-a . �" � w' l / ADDRESS: 245/ '",% S( t W S Se 1�'1 e w4- o \$ E -MAIL: ma /1i- NAME: 1mIL� ✓1i- Scnd..cc.)Lv TELEPHONE: 2g/) 'ZN'Z -C e 3 FAX: TITLE: rY1ll1�(1l40L4'' 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS PROOF OF AUTHORITY TO SIGN )4 REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE # D2.. t025l5 BL, EXP. 12/31/17 UBI #(DOZ 7'1'{ 57 , EXP. 1 It /i 8. TERM: COMMENCEMENT DATE: (� {� COMPLETION DATE: bray, crf('eJ)O / 9. TOTAL COMPENSATION: $ J9 E 1O� .el� , (0 J (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ❑ NO IF YES, $ PURCHASING: PLEASE CHARGE To: 306 - 4400 - 157 - 595 -30 INITIAL / AT 10. DOCUMENT / CONTRACT REVIEW PROJECT MANAGER KIDIVISION MANAGER 6/DEPUTY DIRECTOR IRECTOR RISK MANAGEMENT (IF APPLICABLE) AW DEPT 11. COUNCIL APPROVAL (IF APPLICABLE) INI E REVIEWED COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING XSENT TO VENDOR/CONTRACTOR DATE SENT: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INt}4L / DATE SIGNED LAW DEPT SIGNATOR'd AYOR O DIRECTOR) ITY CLERK ASSIGNED AG # ❑ SIGNED COPY RETURNED RETURN 61fEORIGINALS Comm N1 .. , ceA- ? 1 0 • I a/. �I IPA i .,A iL k Il..�. ' a k 1. r /. A�i * P f Inca -P1 4r.0 V-t, Vk 1/15 AG# DATE SENT: 'h 1 PAID BY: ❑ CONTRACTOR ❑ CITY conrr2nc,T INITIAL / DATE APPROVED G - lb --( 1 z -1 "(7 COUNCIL APPROVAL DATE: / 1117 DATE REC'D: ./ C�� I RESTATEMENT OF MANAGER'S AUTHORITY TO BIND COMPANY The undersigned, being all of the Members of SCI Infrastructure, LLC, a Washington limited liability company (the "Company ") hereby restate and reaffirm the following: 1. The Company is managed by a Manager as provided for in RCW 25.15.150 and in the Company Operating Agreement dated January 29, 2001. 2. Mark Scoccolo is the duty elected Manager of the Company. 3. The Manager is authorized to execute instruments and documents, including without limitation, checks, drafts, notes and other negotiable instruments, mortgages or deeds of trust, security agreements, financing statements, operating agreements of other limited liability company, and all other instruments or documents as necessary, in the opinion of the Manager, to do the business of the Company. 4. The authority to sign contracts, purchase orders, vender agreements, subcontracts and all agreements of similar nature are vested in the Manager without the need for further approval by the Members. The undersigned, being all the Members of the Company do hereby ratify this Restatement of Manager's Authority to Bind Company on this `lay of April, 2015. Scoccolo Construction, Inc. Mountain Pacific Construction, Inc. Member Member By: Its 146419.1 / 022973.00001 / n" By: '—G Its 0 Our offices will be closed Monday, February 20th in observance of President's Day. SCI INFRASTRUCTURE, LLC. U81 Number 602099857 Category LLC Active /Inactive Active State Of Incorporation WA WA Filing Date 01/29/2001 Expiration Date 01/31/2018 Inactive Date Duration Perpetual Registered Agent Information Agent Name MARK SCOCCOLO Address 2825 5 15470 5T City SEATAC State WA ZIP 981880000 Special Address Information Address City State Zip Govenirlg Persons (as defined in RCW23.95.105(12)(htlpl/ app. leg. vra. gw/KW /supdefalicasix?ate=J395.105)) Title Name Address Governor SCOCCOLO CONSTRUCTION, INC.. Governor MOUNTAIN PACIFIC CONTRACTORS. , CSDC eNtraprise - City of Federal Way's Online Services CITY OF Federal Way WASHINGTON Page 1 of 1 :v T1ON PARK e- Permits HOME ■ Terms ft Conditions • ■ ■ ■ ■ ■ PUBLIC INFORMATION Locate a Business Permits Information Issued Permits Contractor Search REGISTERED USERS Apply for Permit View My Permits Request Inspection New Registration Update Registration Login INSIDE CITY HALL ID 02 102515 000 01 BL Reference File Name Number Pre. 2825 S 154TH Desc. Applicant Business Owner Mailing Address SERVICES DOING BUSINESS OUR COMMUNITY Description Business Registration Street Org. Name 5 C I INFRASTRUCTURE S C I INFRASTRUCTURE 5 C I INFRASTRUCTURE Info. Desc. Business Ownership Type S.I.C. Code Number of Full -Time Employees in City Business Phone Number Number of Part-Time Employees in City Date Business To Start in FW LIC- BUSINESS LIC. (1530) LIC -BUS. LICENSE RENEWAL (1532) LIC -BUS. LICENSE RENEWAL (1532) LIC -BUS. LICENSE RENEWAL (1532) LIC - BUSINESS LIC. (1530) Process Description Renewal Notice Fee Desc. Status Closed PERMIT /BUSINESS DETAILS Sub Type Work Type Name Status Non - Resident Retail SCI Business Services INFRASTRUCTURE Street Type ST Application Date Open Mar 27, 2013 PROPERTY DETAILS Suite Suite City State Zip Type Number PEOPLE DETAILS Address 2825 S 154TH ST 2825 5 154TH ST 2825 S 154TH ST BUSINESS INFO SEATTLE WA 98188 City SEATTLE SEATTLE SEATTLE Limited Liability 1600 - Contractors- Heavy Construction 0 2062420633 6 Mar 27, 2013 PERMIT /LICENSE FEE(S) PROCESSES AND NOTES Schedule Date Start Date End Date State Zip WA 98188 WA 98188 WA 98188 Value Fee Amount Online Permitting Issue Date Expiration ate Mar 27, Dec 31, 2017 2013 Legal Desc Phone# (206)242 -0633 e (206)242 -0633 e (206)242 -0633 e 575.00 550.00 550.00 550.00 $50.00 Assigned Staff Mar 27, 2013 Mar 27, 2013 Mar 27, 2013 Jeri-Lynn Clark (253- 835 -2526) Back Balance 50.00 50.00 50.00 50.00 50.00 # of Attempts 0 Powered by CSDC's AMANDA Q NUM Home 1 Print ( Email 1 Contact Us 1 Employee Resources I Copyright Notices 1 Accessibility 1 Sitemap I Translate p3 Iry - 33325 801 Ave, South, Federal Way, WA 98003.253- 835 - 7000 ? Powered by CivicPlus https: / /epermits. cityoffederalway .com /PublicPortal /FederalWayDev /public /public_folder ... 2/17/2017 CITY OF Federal Way BID AND CONTRACT DOCUMENTS AND SPECIFICATIONS FOR South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Conformed Bid Document RFB # 17-001 City of Federal Way Public Works Department 33325 Eighth Avenue South Federal Way, WA 98003 January 2017 SOUTH 356th STREET IMPROVEMENTS (PACIFIC HWY S TO ENCHANTED PARKWAY S) RFB NO. 17 -001 Addendum No. 1 January 5, 2017 ATTENTION: All Bidders and Planholders You are hereby notified that in Addendum No. 1, the Bid and Contract Documents are amended as follows: A. REQUEST FOR BIDS: 1. Last paragraph under Description of Work has been modified as follows: All bid proposals shall be in accordance with the Instructions to bidders and all other contract documents. Any questions concerning the description of the work contained in the contract documents must be directed to Naveen Chandra, P.E., Street Systems Project Engineer, by facsimile at (253) 835 -2709, or by letter addressed to Naveen Chandra, P.E., Street Systems Project Engineer prior to bid opening date. B. BID OPENING The bid opening date bas not changed. All bidders are required to acknowledge receipt of this addendum on page 22 of the Bid Form. Failure to do so may cause rejection of the bid. CITY OF FEDERAL WAY 'Y A7 UJ Naveen Chandra, PE Street Systems Project Engineer 1 of 1 City of Federal Way South 356`x' Street improvements (Pacific Hwy S to Enchanted Parkway S) Addendum No. 1 January 5, 2017 • • • South 356th Street Improvements Pacific Hwy S to Enchanted Parkway S RFB 17 -001 Addendum No. 2 January 19, 2017 ATTENTION: All Bidders and Planholders You are hereby notified that in Addendum No. 2, the Bid and Contract Documents are amended as follows: A. SECTION 1: INSTRUCTIONS TO BIDDERS 1. Section 1 -16 Bid Documents, Page 10 — DELETE subsection I and REPLACE with the following: 1. Proposal for Incorporating Recycled Materials into the Project J. Contractor's Certificate of Registration K. Contractor's State Identification Numbers B. ATTACHMENT C -BID SCHEDULE 1. DELETE Bid Schedule B pages 28 and 29 and REPLACE with the attached pages 28 and 29. A summary of revisions to the bid schedule based on original bid item numbers is included below: C. SPECIAL PROVISIONS 1. Section 1- 07.5(4) Air Quality, Page 39 - DELETE this section and REPLACE with the following: 1- 07.5(4) Air Quality ( * * * * * *) Supplement the first paragraph of this subsection with the following: The local air pollution authority for work in the vicinity of, and the removing, handling, processing, hauling and disposing of, ACM and AC pipe is the Puget Sound Clean Air Agency. The agency responsible for worker and public safety relative to work with asbestos in, and in the vicinity of, the work area is the State of Washington Department of Labor and Industries. 2. Section 1 -07.6 Permits and Licenses, Page 40 - DELETE the sub section titled `Asbestos Handling and Disposal' from this section and REPLACE with the following: City of Federal Way S 356`' Street Improvements 1 of 7 Addendum No. 2 January 19, 2017 Asbestos Handling and Disposal The Contractor shall coordinate with the Contracting Agency in completing the applications and preparing plans as applicable for, and shall be responsible to secure and comply with the provisions of, the following: Puget Sound Clean Air Agency: Asbestos / Demolition Notification for Contractors and Property Owners The Contractor is advised that the provisions of Regulation Ill, Part 4(d) of the Puget Sound Clean Air Agency are not applicable to this project. All asbestos containing or contaminated materials designated for removal as shown on the Plans, specified in these Special Provisions, or generated by the Contractor's operations shall be removed from the work area, and hauled to and disposed at a waste disposal site in the State of Washington authorized to receive such waste. State of Washington Department of Labor and Industries: Notice of Asbestos Abatement Project Sample notification forms, and supplemental agency- furnished information are included in Appendix 1. The Contractor shall be responsible to review, amend as necessary, complete, and submit the notification forms. Within three (3) working days of submitting the notifications, the Contractor shall provide a copy of each such notification for the Engineer's review, and shall be responsible to make such corrections as may be requested by the Engineer, and to resubmit the corrected notification(s) within the prescribed advance time frame as provided by the jurisdictional agency. Under no circumstances shall the notifications be submitted under the emergency notification provisions for the associated work identified to be performed within these contract documents. All costs to prepare and submit the notifications, and subsequent costs to coordinate with the jurisdictional agencies in accordance with the respective agency requirements, shall be included in the applicable Bid items for the Work involved. 3. Section 2 -02.3 Construction Requirements, Page 73 - ADD the following paragraph to the sub section titled `Asbestos Cement Pipe Removal, Handling and Disposal': This contract provides for the removal of all AC water main within the project limits. Should the Contractor elect to sequence work such that it is necessary to excavate beneath existing AC pipe prior to the main replacement being completed, the Contractor shall be responsible to adequately support and protect the AC water main from damage at no 2 of 7 City of Federal Way Addendum No. 2 S 356th Street Improvements January 19, 2017 • • • • • additional cost. This may include structural support blocking, repair band clamps, temporary pipe replacement and /or CDF backfill under the pipe to allow continued function of the existing water main until the replacement water main is in service. No excavation shall occur beneath AC water mains unless support and protection provisions have been approved by the Engineer. Providing support and protection provisions to protect the AC water main from damage during excavation shall be considered incidental to the work and no additional payment will be made. 4. Section 2- 02.3(5) Removing Existing Water Facilities, Page 77 - ADD the following to the 4th paragraph in this section: The unit contract price for `Removing Existing Hydrant Assembly' shall include removal of associated guide posts / bollards when present and no additional payment will be made. 5. Section 2- 02.3(5) Removing Existing Water Facilities, Page 77 - DELETE the 9th paragraph of this section and REPLACE with the following: Trench excavation for the removal of water facilities (water mains, hydrant assemblies, valves, services, etc.) shall not be measured for payment, but shall be included in the unit contract price for the removal. Where excavations for removal of water facilities exceed 4 feet in depth, all required shoring shall be included in the lump sum contract price for `Trench Safety Systems' in accordance with Section 7- 09.3(7)D. 6. Section 2- 02.3(5) Removing Existing Water Facilities, Page 77 - DELETE the 11th paragraph of this section and REPLACE with the following: Following satisfactory removal of the water facilities, and water facility decommissioning as applicable, the vacant trench or excavation shall be backfilled with gravel base for trench backfill. Trench backfill shall be placed, compacted in accordance with Method C compaction as provided in Section 2 03,3(14)C, and graded to provide a firm, smooth and uniform surface for placement of subsequent surfacing materials to finish grade. Native excavated material shall be removed, hauled, and disposed at a permitted site. Excavation, haul and disposal of native material shall be included in the unit contract price per linear foot for Remove _ Water Main. Backfill shall be measured and paid per cubic yard at the unit contract price for Gravel Base for Trench Backfill. 7. Section 2 -09.4 Measurement, Page 84 - ADD the following: "Structure Excavation Class B incl. Haul for Schedule 8" shall be measured per the neat line cubic yard to the limits described in Section 7- 09.3(7). If the Contract includes a pay item for grading to remove City of Federal Way S 356th Street Improvements 3 of 7 Addendum No. 2 January 19, 2017 materials, the upper limit will be the neat lines of the grading section shown in the Plans. 8. Section 2 -09.5 Payment, Page 85 - ADD the following: "Shoring or Extra Excavation Class B for Water Main ", per linear foot of trench excavated to a depth of 4 feet or more in accordance with the description for Shoring or Extra Excavation Class B in Section 2 -09.4. The unit contract price per linear foot shall be full pay for all excavation, backfill, compaction, and other work required when extra excavation is used in lieu of constructing shoring. If select backfill material is required for backfilling within the limits of the structure excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. This bid item is applicable to water main and hydrant assembly installation only. Trench protection for removal of water facilities, service line installation, manhole adjustments, and other work in Schedule B shall be included in the lump sum price for `Trench Safety System' in accordance with Section 7 -09. 9. Section 7- 09.3(7) Trench Excavation, page 125 — DELETE the first sentence of the first paragraph and REPLACE with the following: Excavation for water mains shall be measured and paid as `Structure Excavation CI B incl Haul for Schedule B' in accordance with Section 2 -09. Excavation for water services and removal of water facilities will not be measured for payment, but shall be included in the applicable unit price item contained in the proposal. 10. Section 7- 09.3(7)D, page 127 — ADD the following new section: 7- 09.3(7)D Trench Safety Systems Add the following new subsection: The work described in this section shall be specifically for removal of water facilities and installation of service lines. Shoring or Extra Excavation CI B for Water Mains shall be measured and paid per square foot in accordance with Section 2 -09. The Contractor shall provide all materials, labor, and equipment necessary to shore trenches to protect the Work, and existing improvements and natural features not designated for removal, and to provide safe working conditions in the trench. The Contractor may elect to use any combination of shoring and overbreak, tunneling, boring, sliding trench shield, or other method of accomplishing the 'Work consistent with applicable local, State, or Federal safety codes. 4 of 7 City of Federal Way Addendum No. 2 S 356`h Street Improvements January 19, 2017 • • • • • If workers enter any trench four (4) feet or more in depth that does not meet the open pit requirements of Section 2- 09.3(3)B, the excavation shall be shored as provided in Section 2- 09.3(4). The Contractor alone shall be responsible for worker safety, and the Contracting Agency assumes no responsibility. Upon completing the Work, the Contractor shall remove all shoring unless the Plans or the Engineer direct otherwise. Shoring to be removed, or moveable trench shields or boxes, shall be located at least two and one -half (2Y2) pipe diameters away from metal or thermoplastic pipe if the bottom of the shoring, shield, or box extends below the top of the pipe, unless a satisfactory means of reconsolidating the bedding or side support material disturbed by shoring removal can be demonstrated. Damages resulting from improper shoring or failure to shore shall be the sole responsibility of the Contractor. The furnishing by the Contracting Agency of resident project representation and inspection shall not make the Contracting Agency responsible for the enforcement of such laws, rules, regulations, or procedures, nor shall such make the Contracting Agency responsible for construction means, methods, techniques, sequences, procedures, or for the Contractor's failure to properly perform the Work necessary for proper trench excavation safety. 11.Section 7- 09.3(8) Removal and Replacement of Unsuitable Materials, page 127 — DELETE this section and REPLACE with the following: 7- 09.3(8) Removal and Replacement of Unsuitable Materials Replace the first two paragraphs in this section to read: When so directed by the Engineer, excavation shall be extended below the structure or pipeline grades to permit the placing of foundation gravel. Whenever in excavating a trench for water mains the bottom of the trench exposes peat, soft clay, quicksand, or other unsuitable foundation material, such material shall be removed to the depth directed by the Engineer and backfilled with foundation material. When determined by the Engineer that such unsuitable foundation material has been encountered and the Contractor has removed said material to the depth as directed by the Engineer, The Contractor shall furnish and place a layer of quarry City of Federal Way S 356' Street Improvements 5 of 7 Addendum No. 2 January 19, 2017 spalls followed by a nominal three inch deep layer of CSBC, or a layer of CSBC as directed by the Engineer. 12. Section 7- 09.3(9) Bedding the Pipe, page 128 — DELETE the 2 "d paragraph of this section and REPLACE with the following: Gravel backfill for pipe zone bedding shall be used for pipe zone backfill and shall be placed in uniform lifts on each side of and above the pipe as shown on the Plans, and shall be compacted to 90 percent of maximum density. 13. Section 7 -09.5 Payment, page 154 — DELETE the 6th paragraph of this section and REPLACE with the following: Trench Safety System will not be measured for payment. A separate bid Proposal item is included for shoring and extra excavation. The bid Proposal item for trench safety system shall apply to all shoring or equivalent trench stabilization and worker protection methods and materials required for work in Schedule B and not included under the bid Proposal item for Shoring or Extra Excavation CI B for Water Main as described in Section 2 -09. 14. Section 7 -09.5 Payment, page 154 — ADD the following: "Trench Safety System," lump sum. The lump sum Contract price for "Trench Safety System" shall be full payment for all costs for the Work as specified in this Section. "Shoring or Extra Excavation CI B for Water Main" shall be in accordance with Section 2 -09. 15. Section 7 -14.5 Payment, page 169 — ADD the following: For this Contract, `Structure Excavation CI B Incl. Haul for Schedule B' and `Gravel Base for Trench Backfill' and `Shoring or Extra Excavation CI B for Water Main' associated with Hydrant Assembly installation shall be measured and paid separately under the bid items provided in the Proposal. 16. Section 7 -15.5 Payment, page 175 — ADD the following: For this Contract, `Structure Excavation CI B incl. Haul for Schedule B' and `Gravel Base for Trench Backfill' and `Trench Safety System' associated With SC! V/C.G Col III U iU(I and L'U. LUnn►et- Supply Line installation shall be 6 of 7 City of Federal Way Addendum No. 2 S 356th Street Improvements January 19, 2017 • • • • measured and paid separately under the bid items provided in the Proposal. D. PLANS 1. COVER SHEET — DELETE sheet 1 of 111 and REPLACE with the attached revised sheet 1 of 111. 2. SITE PREPARATION & TESC PLAN — DELETE sheet 23 of 111 and REPLACE with the attached revised sheet 23 of 111. 3. DRAINAGE PLAN — DELETE sheet 42 of 111 and REPLACE with the attached revised sheet 42 of 111. 4. WATER & SEWER PLAN & PROFILE — DELETE the following eleven (11) sheets and REPLACE with the revised sheets attached: • 51 through 61 of 111 5. JOINT UTILITY TRENCH PLANS — DELETE the following two (2) sheets and REPLACE with the revised sheets attached: • 109 and 110of111 6. FRANCHISE UTILITY PLANS — ADD attached Puget Sound Energy sheets 1 -7 and Comcast sheets 1 -3 at the end of the plan set (after Joint Utility plan sheet 111). E. BID OPENING The bid opening date has not changed. All bidders are required to acknowledge receipt of this addendum on page 22 of the Bid Form. Failure to do so may cause rejection of the bid. CITY /OAF FEDERAL WAY l r' Desiree Winkler, P.E. Street Systems Manager 7 of 7 City of Federal Way Addendum No. 2 S 356th Street Improvements January 19, 2017 • • Attachment C BID SCHEDULE CITY OF FEDERAL WAY S 356th Street Improvements Pacific Hwy S to Enchanted Parkway S SCHEDULE B - LAKEHAVEN WATER AND SEWER All unit prices in Bid Schedule B shall not include applicable sales tax. ITEM NO.. SPEC SECTION ITEM DESCRIPTION UNIT APPROX. QUANTITY UNIT PRICE DOLLARS CENTS AMOUNT DOLLARS CENTS B1 1 -10 Flaggers and Spotters HRS 320 B2 2 -02 Removal of Structures and Obstructions, Schedule B LS 1 B3 2 -02 Remove AC Water Main LF 1,030 B4 2 -02 Remove Ductile Iron /Cast Iron Water Main LF 140 B5 2 -02 Remove Existing Gate Valve EA 6 B6 2 -02 Remove Existing Hydrant Assembly EA 2 B7 2 -02 Remove Existing Water Service Connection EA 4 B8 2 -09 Structure Excavation Class B Incl. Haul for Schedule B CY 910 B9 2 -09 Shoring or Extra Excavation Cl. B for Water Main SF 6,610 B10 5 -04 Temporary Pavement TN 40 B11 7 -09 Ductile Iron Pipe for Water Main 8 In. Diam. LF 1,350 B12 7 -09 Additional Cast Iron Fittings LB 1,000 B13 7 -09 Connect to Existing Water Main 8 In. Diam. EA 5 B14 7 -09 Removal and Replacement of Unsuitable Foundation Material CY 70 B15 7 -09 Gravel Base For Trench Backfill CY 850 B16 7 -09 Concrete for Thrust Blocking CY 10 B17 7 -09 Trench Safety System LS 1 B18 7 -10 Construction Sequencing and Temporary Water Service LS 1 B19 7 -12 Gate Valve, 8 In. EA 10 B20 7 -14 Hydrant Assembly, 6 In. EA 4 B21 7 -15 Service Connection 5/8 x 3/4 In. Setter (2 In. Service Pipe) EA 1 B22 7 -15 Service Connection 1 In. Setter (2 In. Service Pipe) EA 2 B23 7 -15 Service Connection 2 in. Setter (2 In. Service Pipe) EA 1 B24 7 -15 Customer Supply Line LF 10 B25 8 -01 Seeding, Fertilizing and Mulching SY 200 City of Federal Way South 356th Street Improvements 28 RFB # 17 -001 January, 2017 SCHEDULE B - LAKEHAVEN WATER AND SEWER All unit prices in Bid Schedule B shall not include applicable sales tax. ITEM NO. SPEC SECTION ITEM DESCRIPTION UNIT APPROX. QUANTITY UNIT PRICE DOLLARS CENTS AMOUNT DOLLARS CENTS B26 8 -02 Topsoil Type A CY 15 B27 8 -31 Resolution of Utility Conflict EST 1 $ 5,000.00 $ 5,000.00 B28 8 -31 Potholing EST 1 $ 3,000.00 $ 3,000.00 B29 8 -35 Adjust Existing Sewer Manhole to Grade EA 2 B30 8 -35 Reconstruct Manhole EA 3 B31 1 -04 Unexpected Site Changes EST 1 $ 5,000.00 $ 5,000.00 BID SCHEDULE B SUBTOTAL $ SALES TAX (9.5 %) $ TOTAL SCHEDULE B $ City of Federal Way RFB # 17 -001 South 356th Street Improvements 29 January, 2017 • • 1 visa c MC O co , a %. a) co a) CD w 0 LL L tts >+ v Et2 V � CL LL • MPROVEMENTS SOUTH 356th STREET >- ce 0 W H z •ct 0 z W 0 u_ c.5 0 JANUARY 2017 RFB NO. 17 -001 SCHEDULE OF DRAWINGS If-- Z � 0 0 N S 3AV ISlS ' p _ Oe pQ 0. y U P N F- 1 \►� iA MEI PUGET SOUND 0 0 .IMH O13IOVd S 3AV Hlbl >S 3AV IS ' ▪ F - 1 / MS 1d H\ Z Po MS 3M 1S lZ J_,i CV 0 = �� i 2c") d 0 / – o- //'/Q(/ Q RD J 1 oi I- Q J ~ W W 0 Z - N °b 0 < J 0 W ▪ 17- Z 0 = N (1) N d 3 4 N I- W N 3 az W 0 OO O N H �J-I ¢ O =0 0� 4 CJ < 0 5 UJ Z °� Q J Z LL m Q�� J J J d r N N J > O m 0 4 J J o 0 `J` r o- Q a w di z o a= LL,,--"7( a z Q N Q, Hr¢z03wQ. 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C7 1 I W 1 I ci r6 v, M co r; W of J I 1 u GRIND & OVERLAY UMITS bZ 133HS 00 +OZZ VIS 3NIl H01VW REMOVE CEMENT CONC. SIDEWALK AND /OR PAVEMENT REMOVE ASPHALT PAVEMENT CATCH BASIN INSERT PER WSDOT STD PLAN 1- 40.20.00. CONSTRUCTION NOTES 4i a: Na. 4 m o z o o m o6 0: e w \ ID F a a CI z 41 < g <I 8 < < o m N F = 0 o z w f fi O < I- co o 1°.I G�i a o iii N 41 W c= K m 5. 2 m < 3 0 I Ma Q 2: w F z d 0 0 w Q a LA a CC O a Z IX a a w< 0000000000 SITE PREPARATION & TESC PLAN STA 216 +00 TO STA 220 +00 LL 0 CITY OF FEDERAL WAY 0 u S 356TH ST IMPROVEMENTS 1- z W G 2 D O O 0=21 3 0 , R gMAal a ZZ 133HS 00 +91Z VIS 3NI1 H31VW a m 0 O Q CL rc a w QO z Z NGINEERING MANAGER 8 6 PROJECT ENGINEER 0 • • Vld LZ:£ LIOZ /6l /t 6MP.O dSZ80 £l \laoJluoo \s6wMoJp \NOIS30 \ls ylgg£ s Z80£l Vom papa \S103r08d \:N • GENERAL NOTES > 0 3 m < • Nz M0 < tl o O U a� N O U W w Fm m < FM a E 0d m O N Z Z < O 6Ra N a2 WO co co 6a R * F N 0 = N O O L K W Z NVi a < <1- O cr cr a O ao < °S CCM 0 O > N 6 < g. 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Q 2 w i 2 PROJECT ENGINEER a G 8 N • • Wd OE :1 LIOZ /6l /l NW' 1013O1VMZOO £l \looJluo3 \s &uumoJO \NOIS30 \ls 4195£ s Z80£l \LDM \S1O3f021d \:N • ,"'.g CENTER BOLT & BAR, WITH DUAL CAM LOCKING STYLE VALVE BOX LID WATER TRENCH SECTION CONSTRUCTION NOTES: r� (0)) (BINGHAM & TAYLOR 15LBFSPL, OR 0 1 APPROVED EQUAL) FLUSH WITH GRADE EXISTING GROUND FINISH GRADE 1. SURFACE RESTORATION, AS SHOWN ON THE PLANS. 2 SECTION A -A a SURFACE © 1 2. PAVEMENT AND SIDEWALK RESTORATION AS SPECIFIED, PER ROADWAY SECTIONS SHEET 4 & 5. PLAN VIEW WWI 07 TRENCH RII� I ® DRIVEWAY RESTORATION PER DRIVEWAY DETAILS, SHEET 75. RESTORATION PER ROADWAY BACKFlLL n° a _= 'r; „n, 3. SEE SECTION 7- 09.3(7), AND WATER TRENCH SECTION (THIS SHEET) FOR MEASUREMENT OF I TYPICAL SECTIONS, SHEETS 4-5. WATER MAIN == ry=a- "d=lir� "ilf e = _ar'1!�_ -`_; _,- ��= C. NEAT LINE TRENCH WIDTH. E'� ' ?) FINISHED GRADE i,N /io /i %;, ir -,Y> ' ' *Vv O6 PIPE ZONE BACKFILL } -' " =` 4. UNSUITABLE FOUNDATION MATERIAL - SEE STD SPEC. SECTION 7- 09.1(1)B AND SPECIAL 6" MIN :� =`�'�&t-It PROVISION SECTION 7- 09.3(8) (ASPHALT PAVEMENT) •I;e: -;. °�” .�N. w W 9" MAX HIGH- FUINGE STYLE TOP SECTION 05 PIPE ZONE BEDDING }.'•?�i;.y. a° �,. ,.:, ao d 5. GRAVEL BACKFlLL FOR PIPE ZONE BEDDING, COMPACTED TO 95% MAX. DENSITY. 2 (BINGHAM &TAYLOR OOPS SECTION OR SEE SPECIAL PROVISION SECTION 7- 09.3(9) AND STD SPEC. SECTION 9- 03.12(3). DEPTH FROM FINISHED �, APPROVED EQUAL) o _ SURFACE TO TOP OF �I 04 FOUNDATIO 6. GRAVEL BACKFlLL FOR PIPE ZONE BEDDING, COMPACTED TO 90% MAX. DENSITY. BASE SECTION, OR SEE SPECIAL PROVISION SECTION 7- 09.3(10), AND STD SPEC. SECTION 9- 03.12(3). BASE EXTENSION POLYTAPE BETWEEN TOP AND BASE SECTIONS RIGID PIPE WATER MAIN (UNPAVED AREA) 7. "GRAVEL BASE FOR TRENCH BACKFlLL" COMPACTED TO 95% MAX DENSITY IN ROADWAYS, DRIVEWAYS, SIDEWALKS, AND UNPAVED AREAS. SEE STD SPEC. SECTION 9- 03.12(3). 8. 3 -INCH DEPTH TOPSOIL TYPE A WITH SEEDING, FERTILIZING, AND MULCHING INCLUDING TACKIFlER „ VALVE BOX BASE SECTION S (3' MIN. WIDTH) (TYp) RESTORATION 1' MIN. TO SMOOTH GRADED AND PREPARED TOPSOIL POLYETHYLENE PAD (2" THICK) -- WITH EXTENSION SECTIONS AS REQUIRED 9. COMPACT AGGREGATE COURSES PER ROADWAY SECTIONS, SHEETS 4 -5. 0 © © 10. 3.5 -FT. MIN. COVER UNLESS OTHERWISE NOTED IN THE PLANS/PROFILES, AND EXCEPT SIDEWALK HMA SAWCUT cm) AT TRANSITIONS / CONNECTIONS TO EXISTING WATER MAIN. me* AREA AREA 4 SEAL JOINT (TYP) OF 11. EXCAVATE BELL HOLES TO PROVIDE CONTINUOUS SUPPORT UNDER PIPE. I ■MII% FINISH GRADE EXIST PAVEMENT NOTES: EXISTING HMA GENERAL TRENCH SECTION NOTES: 1.) ALL PARTS SHALL BE CAST OR DUCTILE IRON 1115110441=- ,ym g_;= uy -;i EXISTING AGGREGATE BASE (IF ANY) AND COATED WITH ASPHALTIC VARNISH 07 TRENCH BACKFILL ..11 . ...T 1 e • EXCAVATION MORE THAN 4-FT. DEEP SHALL COMPLY WITH WAC 296 -55, PART N. r "-F' NATIVE MATERIAL SUBGRADE tiffs a.,- W.,• --, nLi WATER MAIN I �„ ra =�a!'��= `r�� =i • RECYCLED CONCRETE AGGREGATE MAY BE INCORPORATED INTO PIPE ZONE BEDDING OR TRENCH BACKFILL 2. VALVE BOX & TOP SECTION SHALL ._ 1.7.41 •-.:t BINGHAM & TAYLOR. OPIPE ZONE BACKFlLL �t� ""-Z��14 � W w ON SCHEDULE B WORK, HOWEVER, OTHER TYPES OF RECYCLED MATERIAL IDENTIFIED IN SECTION 9 -03.21 t =eie., - ME a 0 OF THE STANDARD SPECIFICATIONS MAY NOT BE USED. WATER GATE VALVE BOX 05 PIPE ZONE BEDDING . „ z o • • UPPER LIMITS OF TRENCH EXCAVATION MEASUREMENT SHALL BE TO EXISTING GROUND OR NTS it «. •. „•.-I IS EXCAVATION BH NE E EXISTING GROUND SURFACE OFOUNDAiION O L DWA W PRISM. NEAT -LINE TRENCH WIDTH PIPF IIINNFCTI(lN N(7TFS. tri NZ FW • 15 a I- 3 . z M O N Ce M Z Z N 05 0 OI O O Oj ? m Z_ FA FZ cn < Z Q O = Y m o i F pN •p� O Fww < N < N o Wl' y N 3 Q 3 U N < vi c3 CL < z �_ 3 LL� N pp2 Z v O JJ poW< 3 co ce W 8 0 J> I CO I m I M a z ^ U Id W ON F ON F m = < d iii WW W a a 0 Z a LLJJ p � NO O a Z (9, W N W N < p < O O W W W C) a' Y N 27S m U m V m 0 e,_ � N o 6 < I CO 0) 0 w a > K co o r N 0 3 ? zz go oZ e 3 w w N am o_ zwZ_ w z i . w n N o „ d = � Q < Or p CO g U 3 z m z ( W < N 41 Z K a Or < ce d F w a Lo 0 ZZ a 6 CL N W W m OZ CC W Z W < > } z< Z U w N F xX K C) O 1+-1 j W W O o a 1 o W -' < W I- W U N Z as W Y u' K O N O 0 W W p �y = W 1 d' 3 UZZ m Q 0 D _ H Z p D J O O Wm a F V-- Z U Q Z (j c-).(000 = .0 .. w N' o LL, F < wW W m g N O Z xOx W Z W d m S U W 0 0= N N d • •• D.I. LONG PATTERN SI FFVE COUPLING (MJ) GATE VALVE PER PLAN 2' LOCATION ' I!I� ■ :MU II. Ii-I • NEW DUCTILE EXISTING DUCTILE IRON PIPE IRON PIPE CONNECT NEW DI INSTALL DI SPACER PIPE TO EXISTING (WEDDING BAND OR DUTCHMAN) USING RESTRAINED WHEN CONNECTING DI TO DI MECHANICAL JOINT TYPICAL CONNECTION TO EXISTING DI WATER MAIN DETAIL NTS a- • d z 0 U Liu V) U z w re c W t` Q C- O a V) z W I z 2 re W e N LL O 0 LIJ z J CO W V) V) z_ re W >- re Q 0 a w z LL O GENERAL WATER DETAILS CITY OF FEDERAL WAY S 356TH ST IMPROVEMENTS r z W 0 a r a C 0 w a ❑ ENGINEERING MANAGER 0 w U O Z 0 w N 7 z tZI pO w z n • Wd Od l LIOZ /60- 6MP 101301VMZ80Cl \1Di uoG \s6u!MOJO \NOIS30 \Ts 4195c. s Z80£l \tom 'DAP \S1O3road \:)1 • z J a EXISTING MANHOLE SNY1d 33S '3ONVH0 3aYNO F- 1HO13H 9NIa 3aYiIO a CA gF 4 U ¢ r K N U Q is nw� .5 yO.dLi N Z d N 1.0 LAJ m�3"�=Q o a 0 W= W' 0 rQuz(Z _ 0 Z GRADE (ADJUSTMENT) RINGS, AND RISERS SHALL BE SET IN 3 NON- SHRINK GROUT, PLASTER SMOOTH INSIDE AND OUT. FINAL COVER DIRECTION SHALL MATCH THE EXISTING COVER DIRECTION. PRECAST GRADE RINGS AND RISERS MUST BE CAST `MTh GROOVE TO ALLOW FIELD INSTALLATION OF SAFETY STEP. SEE PLANS FOR EX GRADE RING HEIGHT, EXISTING RIM ELEVATION AND FINAL RIM ELEVATION. cV rM 4 5. INSTALL LOCKING FRAME & COVERS TO BE FURNISHED BY LAKEHAVEN WATER & SEWER DISTRICT. C N O N 00 Ti) 0 m W wa J ZU b O 6 Z >- a� U) w mw Iz N N ce N K ¢ g a_d O.0 m 41 a L m O � W CL 3E a 5 Y 6 � J ri Q Z 0 ce U c ce m I- cc z 0 o U 5° re EuE g J o� O m N Q • c FFFFFF <---- W o W = m a W Z C/) >- a re c N z We_ o° as d tG N n IV W3 a O 0 0Z yy Y U n EO OW yQQ< 0 ° U Y CD a: 0 W N Z � Eg GENERAL WATER DETAILS (/) 2 J w w ^� w LL LL — LL ~ O( 1,c,)) H z w GI 2 U 0 O m w P§ r6i c 00 a) 0 Q Q 2 3 A PROJECT ENGINEER 0 I 0 a C N 0 • • Vic] OZ :I LIOZ /6l /t 6MP101301VMZBO £l \1oaJluoo \s6wMOJ0 \NOIS30 \ls 4195£ s Z80£1\IIDM 'awe \s103ro d \:j • GENERAL NOTES SEE SHEET 51. O O 1 i )■NECTIONS METER SIZE OFFSET I- u8i 1 56.95' LT 48.50' LT z 0 M M O 2 6 ,s..0.. O H V% A N N 4 N S w�- / 292104 -9049 PARCEL / 292104 -9049 O' L 335 335 11M -d i i- 6•££r wore 6'a Gin ids aOC rat WATER & SEWER PLAN & PROFILE STA 212 +50 TO STA 216 +00 0 KPG PROJECT No. 13082 CITY OF FEDERAL WAY S 356TH ST IMPROVEMENTS 5 O� V U. I— z o2 m U 0 4 SNVid S ViJAO 031 3AQN139 831VM 0W „9 1SIX3 { a 111 1331.1 a NI 33S co 0§ as a�a o 6 U S 6 O; v01 £'61Z o 1 coo • • Wd lZ l LIOZ /6l /l 6Mp' LO211VMZ80 £1\13DJ1uo3 \s6wMoi0 \N0IS30 \ls y}gg£ s Z80£l \ADM loiapa \S133P0NJd\ I • GENERAL NOTES SEE SHEET 51. a.WWZZZZ E }z F-w00 < y�NZ 0 VI w C-7 U Z P z O 0 3 • N 0 O < Z Z V = S UO = J O N a , z �.3w y m w ki ; aN 41 wwy0J Z 26 Z <CO >I-Igg ij 3F O p -Ea O �ZU = <O WS W a' z C.7 a Vi = 00 , CY J(~= a? O E 12 M ~ _ = 8 U o .a 00-5 FN =ac> W< W sg SCJ .� Z88 =gam gQ ryO W uiw d a <- < <� Z N 706 NCOOU w O6< ZNU F- F- ?a J w JM JU2 co W I— O CONSTRUCTION O O O 99 133HS 5L +611 VIS 3N11 H31VY1 L 30 O N Z F U ce o CL UJ CL w F N N N b5 133HS 00+911 V.S 3NIl H31VN CO N N 0n a WATER LEGEND N z i REMOVE WATER LINE X X X >C >C X X X X X X X JC SERVICE CONNECTIONS N N LU w N Ce 6 Id— N CD t N CO 2 N PARCEL 1 292104-9036 PARCEL / 292104 -9002 0 N 9L$Z L'o5i.._ WATER & SEWER PLAN & PROFILE STA 216 +00 TO STA 219 +75 U- 0 0 1- z ca 2 0 I a LT 2 Wa W 0 D 8 O S O 0 N a z Z N • • Wd ZZ:1 LIOZ /6l /I 6MP1o21VMZ80 £l \1aoJ1uo0 \s6u!MoJo \N9Is3a \1s 4195£ s Z80£1\XoM 'warm \S1O3rOdd \:I • GENERAL NOTES SEE SHEET 51. CONSTRUCTION NOTES & SEWER DISTRICT. CC AND CONNECTION DEPTH XL" Z CD / §§ / k§ -' CD 0\ § a ▪ °h VI ® ® WATER LEGEND zuj 2/ ° ; WATER & SEWER PLAN & PROFILE STA 219 +75 TO STA 224 -00 CO KPG PROJECT No. CITY OF FEDERAL WAY S 356TH ST IMPROVEMENTS k R\ \k m0 k ) CO 0 ca. § ( z k §§ § § ) k § \ ( § k � • k =aL2AW6 # £9O o m6m ,S\ 1119g,Z80£1,\A-iwa \520 \4 • WATER FITTING DETAILS CITY OF FEDERAL WAY S 356TH ST IMPROVEMENTS LL 0 • • Wd FZ :l LIOZ /6111. 6MP'LO CO W a) 0 0. 0. N z O 5 a z w LL$ z z Qa m ❑w 3o ❑ y a� m o� PROJECT MANAGER w U 301VMZ80Fl \looaluo0 \s6gmoia \NOIS30 \1s 1.119SF s Z80cl \LoM Iolapa \S103rOad \:1 GENERAL NOTES WATER LEGEND WATER FITTING DETAILS LL 0 0 r z W G 2 m � 0 A J p S ❑ N O � Q Z O W0 W CD 0) O L Q. Q ENGINEERING MANAGER PROJECT MANAGER Q O N MIN K O Z • • YVd £Z l LIOZ /6t /l 6MP' 1013Q1VMd80�1 \1oo�luo3 \s6uiMOJQ \N91S3Q \ls 4195£ s ZgQ£1 \ADM oJapa \S1D3PQad\ I • GENERAL NOTES RI SHEET 51. CONSTRUCTION NOTES ---r- -,--•-*-.....-.—.------ - - – S 21CROSSING UTILITY CROSSING. PROVIDE 1' MIN VERTICAL CLEARANCE EXCEPT AS TA 3 CO MAY BE SHOWN (TYP). INSTALL HIGH DENSITY POLYETHYLENE FOAM 0 PAD WITH A MIN DENSITY OF 9 PCF, WHERE SEPARATION BETWEEN UllUTIES IS LESS THAN C. POTHOLE (EX. UTILITIES ONLY) TO 240 . 240 _ 0 . 'Al DI.' 1 . A , ! LOWE'S WATER E-W CONNECTIOI 1 c..). 1 i ink' i ri 230 LOWE'S WATER N-S CONNECTION 1 1 X _ 230 265 265 DOSING GROUNO 7 142' RESTRAINED AT WATERIAA1N a JOINT LENGTH 260 ._______..... •APPROX. ----•-,-----•-----------------; --AP-- 1 , 220 I + _I:IMPOSED !ROWEL ! i 220 i AT WATERMAN-4i- .; ; , E.6 AT..WAIERWJN EO•AT-WATERMAIN't -1 30'..RESTRAINED• Acta 260_ 1 260 FIRE HYDRAWITII-' - :_- I EXIST le RCP --.AT.WATERMAINA I • 1 LENGTH .1. I 213+02.90, 88.53' L1 ler 1 • 1 • •APPROL• R. ,N... p I. . .1.2 .DU?. 1 .255 I Tr'SD -- .- ; 255 i ,, . E AT WATERMAN t ; • -1- --- ED .t v. 1 ------if..iiiiiroTaiiiitakiii. - i z.c., - , _ _ _ : 210 I 1 ; . — - --i 210. , ___ - ''' " -14r-CTh : , --------! I ,,- - - - ! ....STA.219+77.74. .76.69' LT 255 '-' . - - I 255 : CL.52 I 8" 90' ROLLED BEND , EXIST-C.-SS r r- 1..,..- p — I i • 8!-Dt • TO .DE CONNECTION Er DIP TO r DIP CONNECTION 1 .1rxe TEE ' EXIST • 12 SD '''' I C.D . 213+05.02, 95.39' LT FO CONC DUCT I STA .212+891k 40V .1.1 nan .? ..°......--.1 _I ----....3: 11 25!--VER.T.J3END-4-------.Y--.. EXIST 12 1. 44. STA 220+2377 73.20' LT 15" TALL TOP LOF.S" DI -WATERUNE-MP). ! : ; t STA.-219+78.56,..75.53' IT 200 i i 200 EW WATERMAN 1 . Jo0 ----- - • - - ; ••----••-•-•-i----•-•---------••-E0-4400-PIPE--ALia4MENT-(P143).---\ I --7-FG-410t4a-PIPT-----4- EE PROFILE, SHEET'56- NEW WATERMAIN 250 .1..4 . , 250 , ALIGNIENT .fryp) 1 FIRE. HYDRANT TEE . ..... .' ...... ...... ...97.11.2_5!..VERT..BEND -,1 STA 212458.16, 35.98' RT OXIST Tr- SIT SEE PROFILE, SHEET St. --- o ..1.0 „,,I STA. 219+87.52,..62.80.. LT I : r.4.5, ROLLED VERT BEND di h: 1,,,: ril,,..ori .--1, c•ii 245 . i I_ 245 CV! trx8" TEE 1 2 ,--41 ni N o.1 I ir,i CM t's11 174 . • . - I-------------------- - - --- . -7■PPROVIcrlinr-01F-C1:3?-- : STA 22071.08,24753.76' LT 190 ! ! i 190 ...),A . 219+88.36, 43.00' LT i ' I • . • EXIST C SS I INSTALL. Er ' LONG. SUIVE. COUPLING 8" x8" TEE -- '-••••- - ..-.-- ---- : •-•• .----- 55—Rts9127i8ED—,10-841 PROFILE i SEE"orrAL-SHEEr 52 219+92.75, 54.88' LT LOOKING SOUTHEAST 240 i 1 240 LENGTH :''xr'-fEE INSTALL 8" LONG SLEEVE COUPLING SEE PROFILE DETAIL, THIS SHEET SEE LOWE'S E–W CONNECTION STA 219+9275, 54.88' LT PROFILE, THIS SHEET SEE DETAIL, SHEET 52 PROFILE PROFILE C C 11.25' VERT BEND LOWES CONNECTION – E/W LOWES CONNETION – N/S 220+07.21, 64.54' LT LOOKING NORTH LOOKING WEST SEE PROFILE DETAIL THIS SHEET SEE PROFILE DETAIL THIS SHEET 1-8"xe TEE (FLAJ) 1-61-OATE-VAL-E-(ax1k)-(E)- 1-HYDRANT ASSEMBLY (E) CONNECT TO EXISTING 8" DIP WITH MJ -INSTALL 8- LONG SLEEVE COUPUNG A OF ROLLED 45' VERT BEND (MJxMJ) SEE DETAIL, SHEET 52 1-e 45' ROLLED VERT BEND (MJx1L1) 1-8"x8" TEE (FUEL) ROLL 45' BEND TO MEET PROFILE 3-e GATE VALVE (FLxFL) (N,E,S) 1-THRUST BLOCK __-- __ __ __ __ -1£31." 212.51 HORZ ) ( ,S) t°R•ZT BENID ((k4MAJxn-FL) (NE) , _so --cx. r DIP 1-8"x8" TEE (FLxFL) ._ EX tr• - - - - _ . _ _ _ _ _ INSTALL 8" LONG SLEEVE COUPUNG --1... pc 523--- 1-e GATE VALVE (FLxMJ) (W) - - ...... -13:DIP- Dp - Ji.s . SEE DETAIL, SHEET 52 1-8" GATE VALVE (FLxFL) (E) Dr 52 8- a —2--""••• 3-11141.11/11-E'••■ vi .,,,,..............____ w --]H ) 2-8" 11.25' HORZ. BEND (RAJ) (NE) . 1-8 11.25' VERT BEND (MJxMJ) DIP ■•■......■■•■• GT 1-8" 225' HORZ. BEND (FLAJ) (E) 1-e 90' ROLLED HORZ BEND (MJxMJ) 1-8"xr TEE (FLAW) 1 -8"x8" TEE (FLxFL) INSTALL 8° LONG SLEEVE COUPUNG ROLL 90' BEND TO MEET PRORLE 1-8" 11.25' HORZ BEND (FLxFL) (N) CONNECT TO EXISTING B" DIP WITH I 2-8" GATE VALVE (FLxMJ) (N,E) SEE DETAIL, SHEET 52 1-THRUST BLOCK 1-8" 22.5' HORZ BEND (FLIL) (N) _ _QFir 11.25' VERT BEND (MJxMJ) 1-8' 45' HORZ. BEND (FLAJ) (W) CONNECT MJ OF 90' BEND TO EX. 8" • . 1-THRUST BLOCK NOTE: RESTRAIN All JOINTS/FIT11NGS . . DIP IN CONFIGURATION 1-8" BUND FLANGE (FL) (S) J 1-HYDRANT ASSEMBLY (W) - - - - - - ------ 111 lit \ %j"-i-8 8' DIP VERT BEND (MJxMJ) LOWES E-W CONNECTION PROFILE DETAIL NOTE: RESTRAIN ALL 2 0- 1-THRUST BLOCK LOOKING NORTH JOINTS/FITTINGS IN CONFIGURATION 1-8"x8" TEE (FLxFL) NTS 2-Er GATE VALVE (FLxMJ) (N,E) 1-8" 11.25' VERT BEND (MJxMJ) 1-e 11.25' HORZ. BEND (FLxMJ) (Vi) 1-THRUST BLOCK WATER LEGEND STA 212+75 PROFILE DETAIL LOOKING SOUTHEAST NOTE: RESTRAIN ALL JOINTS/FITTINGS 04 GATE VALVE ■••■•■■ W i•■•• WATER MAIN NTS IN CONFIGURATION ill( LONG SLEEVE COUPLER REMOVE WATER UNE xxxxxxxxxxxxxxxxxxx i--i 11 Y4' BEND (PLAN VIEW) LOWES N-S CONNECTION PROFILE DETAIL I-y 22 )1' BEND RESTRAINED JOINT LOOKING NEST 45' BEND IIMMI.111.11.11.11" UNITS (PRORLE MEW) NTS I_Li TEE SAWCUT ii. REDUCER C; • ii FLANGE JOINT (FL) C RESTRAINED MECHANICAL JOINT (RJ, km --"--..■ NO. DATE BY APPR. REVISIONS Approved By 13082WATDETOtchn 0.03E Do& It.roCi. 4 1/17 SOD Ni) ADDENDUM #2 FILENAME SOD 12/16 i T.,, Interdiscnary Design BID A CITY OF CITY OF FEDERAL WAY WATER PLAN & PROFILE — ENGINEERING MANAGER DATE DESIGNED BY DATE 31 Hid Ave 2502 Jefferson Ave Federal Way ADDITIONAL WATER PROFILES SOD 12/16 LI/ ' . fi PROJECT MANAGER DATE DRAWN BY DATE 0,,,,. Q.,. Sule 483 Twoma. WA 98402 -r, . DOCUMENT S 356TH ST IMPROVEMENTS NJD 12/16 Seattle, WA 98121 (2.53) 6F-0720 'wics.,,,,, o'oc's' lej PROJECT ENGINEER DATE CHECKED BY DATE •■ (206)2881640 onv.kpg.com KPG PROJECT No. 13082 I SHT 59 OF 111 • • Wd bZ,l LIOZ /6I /L 6MP1013011VMZB0 £L \laoiluo0 \s &uiMOJO \NOlS30 \ls 419S£ s Z80£L \XoM papa \S103f0ad \:)I TEMPORARY WATER BYPASS CONSTRUCTION NOTES CONNECT 2 -INCH BYPASS UNE TO EXISTING METER. CONNECT 2 -INCH SERVICE UNE TO EX. WATER SERVICE UNE TEMPORARY WATER BYPASS GENERAL NOTES , IF NECESSARY, r 3 K. Z w m �d a NC Q wm 0 god- 38Z = Mu CL z CIO z z Qax 30 -, Z m Q N o F m 0 w5u0 MI- 66wo wL-bzaHz x � F m N (no QwSO_ WaQ 060 N2'�,7 a� FD cezvy, www Q°FW Jj o oL» L D U l-- H% Z5�� �3 CC3 �cO KK Q6KO3 W N CF L Z mW g0Zm WiZe CCM N.v U8 j dW M 5 F z QQ 3 a X °a M m X W w, o m o =NHZA! mHuJi w o�oa� Nwoo3 ads ��a�,,II <LTj ZZN m JFZ; z �� 6/,i N 0 8 N 22,6g6 Z 1� N O z mz wxNl#1F WQ b � I �° wa zNF I zlX� =z CL a< U z w ce o O F N a o m ao3 onz�a,mm <t$n °_ a9a�`c5 wwmc)xQ6w E3 e5 Q N O Y ~ N O W U d N 3 Z O d O m� m z S m O� O N> 0 om F(n ,a H° E ¢ z g w z* a o- m d0 UO 8 U ..„.N 0 N O m O a Q Y LW °aWMw ZO koZsQ Npk. �' W es== z -�a ?aJUW . z a_ 00 = w w� ', N Q F < .,< wF .ZOVi Nm °a w0 3c)NLa oS con F� W� o� I La I C)UU Q\� THE BYPASS PIPE SHALL BE PRESSURE TESTED AND DISINFECTED PER SPECIFICATIONS. v; r od 0 0 z o l .N 0 �ma M 0a UNW3 OZ $}10 6" CC w ‹ 0 3z *vi 0�< o p- p X 6 LU N U cjz <5m o Z ZN U n O O 3Fw„f N NRNT • N TEMPORARY WATER BYPASS LEGEND l9 133HS 00 +61Z V1S 3NI1 H31VVI EXISTING WATER UNE PROPOSED WATER UNE SEE SHEETS 51 -59 WATER PLAN & PROFILE TEMPORARY WATER BYPASS 0 CD CITY OF FEDERAL WAY S 356TH ST IMPROVEMENTS I z w n U 0 LIEnZL. f d ez ff PM c U g a _0, A. 1 W I +61t d1S 3N H01tlW 113314S SIHl 00 � gw h OCCC :4 a v 0 U T 0) 0 O Q. PROJECT MANAGER w z w 0 Wd SZ l LIOZ /6l /l bmp' SSVdadiymdtN31Z80 £t \laoi }w0 \soupauci \N01S30 \ }s 4194£ s Z90£t \�toM aapal \S133r021d \:'I • LI� DBM CONSTRUCTION CO MURPHY DONALD B CONTRACTORS \1 STAGE 1 u. 1 I • PROPOSED WATER UNE SEE SHEETS 51 -59 WATER PLAN & PROFILE TEMPORARY WATER BYPASS 0 CD CITY OF FEDERAL WAY S 356TH ST IMPROVEMENTS I z w n U 0 LIEnZL. f d ez ff PM c U g a _0, A. 1 W I +61t d1S 3N H01tlW 113314S SIHl 00 � gw h OCCC :4 a v 0 U T 0) 0 O Q. PROJECT MANAGER w z w 0 Wd SZ l LIOZ /6l /l bmp' SSVdadiymdtN31Z80 £t \laoi }w0 \soupauci \N01S30 \ }s 4194£ s Z90£t \�toM aapal \S133r021d \:'I • TEMPORARY WATER BYPASS GENERAL NOTES TEMPORARY WATER BYPASS CONSTRUCTION NOTES CONNECT TEMPORARY BYPASS PIPE TO EX. FIRE HYDRANT. TEMPORARY WATER BYPASS LEGEND A 133HS SIH1 Vw 3N11 WWI i EXISTING WATER LINE II 3 F ( / G 0 \ \ LOWS / ''(�� / / c�'1+ STAGE 1A ' \ STAGE 3A LOW'S HOME CENTERS / / _ tn 3 / / \� \ STAGE 3A DBM CO 'UCTION CO / MURPHDTRACTOR\ 4'2' / ,4/ T 1 T r T ('1 / 0 _ 'jam/ A o MIP' GE 1B ©' \ ► STAGE 2C e-r. r n a. •■•Ipii2piy. v.--- . 2LWAPTIEM am �I-�f4"�"E7�- l�-"�-�F1"f"��f� 1� �ff" �4-4- �f-{-14fT+4"�-f�-�Ml'rrr'�I ' Z °, STAGE 2A k 213 22' c4 w I STAGE 1C ' 220+00 221 +00 Q > r z S 356TH ST. STAGE 2A J , ._.— ._._.— .— ._.— .— .— ._. —. I — _.-11ARk16APA- TS EXPRESS TOWING PARK 16 GRAHAM REAL VENTURES LLC PLAN y -4- 1 iiiii 1 14' O CO NI 16TH AVE S 8 V7 - N i WATER PLAN & PROFILE TEMPORARY WATER BYPASS U- 0 CITY OF FEDERAL WAY S 356TH ST IMPROVEMENTS r z W 2 Ed on 0 C V73 hrpl 04gMBE.I 4221:1 W pp u N p�p N ao 63 0 U O Q iZ C w z C U w 0 C z 0 N S R fL 4 z 2 Wd SZ :I LIOZ /6I /1 6MP'SSVdA8211VMd1131Z60£I \poi) \s5wMOJG \ NOISY] \}s y}ggc s Zg0£Mom ID' pa \S103f021d\ • GENERAL NOTES N 0 Z 0 68 Q w o° W co N Z om 00 N Z 6z VI A. CONTRACTOR SHALL EXCAVATE JOINT TRENCH B. CONTRACTOR SHALL FURNISH AND PLACE BEDDING MATERIAL N U = o rzw o N m N H 3 F Y L66 X F_0 Q� TR 1= OU X O p (Qj aWa Z N Nd' Z R8 W< 2 W W C7 < < CC CD • �anW °z =0 °z�Q NOU�OZ va zo ' c. -CC Z °sQ xo o Q, Z == Qaa 0 pZZ= N O p ? W W� N Z V W O< U vi W C9 O CC CC LLI -F- UNm 20 z O~ d O�K�N Ca U'QOFd �OpQZ fW�/ 7 W y Z zNZ Q W d a wZ Z O 100 F a O Z Q W Zw ? U ��Fa6 �UZ CO W oUO 4ow Z= ,c I.° N zQ W OJ V f F o o W= hPG i 0 Q W= N Z U 00 m Z in F w�U['F -F ZZO� <g F Og �cc cc W <Q ��j 20 xU u I.o.. i Vj V 3so�QN Q < E 2525 25& oP5Z `ts<S1F c�gE5 �X � k`'�5a boa a 1-Q �¢� °z��zz 6N �c~ico�n- Q Qza aQ o azF ��Q�9c -8 az°—°� atilty ?o W T U p2o Q z =U' Q N 0 ce 0 QN0 0 O zrO= C.) ao 6!� F'SZ om OOU OFOF0 awrn�t Nww�w Om UP CD cia<Q�C)6U 0> W(.) L0Q FFLJ D?6 ��CC0Z C53 Fl Olt 1331-IS 00 +OZZ VlS 3■I1 H01VV O_ N W O z Q U 0 CO o z I- O Z U a=_ 6 0 w cn �z FOR JOINT UTILITY TRENCH TYPICAL SECTION SEE SHEET 111. z w w w^ , CONSTRUCTION NOTES JOINT UTILTY TRENCH APOLE TO REMAIN. SERVICE CONVERSION UNE PSE JUNCTION BOX e BY OTHERS AFTER CONVERSION IS COMPLETED. DUITS; FOR SIZE, PSE TRANSFORMER * PSE HANDHOLE PSE SNITCH VAULT PSE PULL VAULT COMCAST VAULT COMCAST PEDESTAL JOINT UTILITY TRENCH PLAN STA 215 +50 TO STA 220 -00 0 U, KPG PROJECT No. CITY OF FEDERAL WAY S 356TH ST IMPROVEMENTS z LL /252 0 05, y 90L 133HS 09 +SLZ VlS 3NI1 H31YIN a) O Q Q 0 0 Z O) PROJECT MANAGER • • Wd £l £ LIOZ /61/1- 6M131f 1rZ80 £1.\130)luo0 \s6wnwo \N91S30\ls 4195£ s Z80£1\ADM ID)epa \s103road \:1 • GENERAL NOTES w_ Ice zN =0 f T W ow w_ F = Wm H wo O m o8 z= od oz 61 1 A. CONTRACTOR SHALL EXCAVATE JOINT TRENCH. CONTRACTOR SHALL FURNISH AND PLACE BEDDING MATERIAL m o r N0 z z W �" z W F vv, m ZO vn F-- 3 F J FO Pi <„,„ VN 3 a O� Ua'z Az • iki S'C' 0- �-w xmWW oaf$ a. 0z W Z < mQ apU W 0��TT55 (naz0 O W pa =O K in p� 0 W= (z'6- �rJU W �Q' G O P W wU W Z = N VI G Z LL W • O W W NZU W S Ulai W CO �UOM< U �Zd OZ Z W UNW KO Z d�- 0 W,, V) C.'J Za J?� O OOQ�Q�j ce 205,2z 054VI C�O �F �O NaoOj zU,8F= <zz z �W Fa'g �cFi = mF a0 ° O � dz m Ix, N X <zy a ?d' ZZci fnz a C '-- o u,0 a gW �Qp 3 �Z Fp � f� ZZ w • {WyO i 8,, �lgWy Vxi g6� .�I. U qW D a ZZ VV)i Z Uz FF 2 g Z8= W Kjaj m Z i=aU W w z a zK co W F 1,1 RU-' Z mtrg. '-'60 W W 6 ce � JaJ S� a� W yO. xNx O w u< m -" = K W O Li " UNL W <�q¢ U6ZO W p'pQ Vl �4' W °W�� °oa oZ a Z '-'Kci-MI-ez �N � N� 0,0 p5 s0 m0> -0 p5 'c N p .c F6FZ 6Wce Ogga Z0Z "3: cia oSS0 8 >F LJO uJm zF��waSg6 Fx X0,02, 6P�a 5 P d a. cn cn m 6o Z F Q U m H Z 00 Z rz Z alb O 5o Z FL- z DM FOR JOINT UTIUTY TRENCH TYPICAL SECTION SEE SHEET 111. CONSTRUCTION NOTES PSE JUNCTION BOX a PSE TRANSFORMER 0 PSE HANDHOLE PSE SWITCH VAULT PSE PULL VAULT COMCAST VAULT COMCAST PEDESTAL JOINT UTILITY TRENCH PLAN STA 220 +00 TO STA 223 +50 LL 0 CITY OF FEDERAL WAY S 356TH ST IMPROVEMENTS § $ as 03 a 0 U CO a, 0 0 2 2 a a ADDENDUM 12 >i a z 2 8 Of Z � • • Yid £l £ LIOZ /6l /I 6Mp1lfZ90 £l \1ooiluo0 \s6u!MwU \NOIS30 \ls 4195£ s l90£I \XDM loiapa \S133f021d \:)I • 0 z W 0 W J C � W O 0) c w Z W > ( W F K p W O R Z p V K z OW O Z w z m 0.z r I- O O 7 7 7 o W O C7 (� 0) 0 > Z §§%'§ Z Z H W w 8 O 0 O LL N rii ¢ (=9 ¢ W 62 Q o 0 d 0- 0 0 0 O 0 o H w 0- w w a] 6 O W C7 O O O W W C7 W (9 O Z Z O m? C7 J} Z 0) z Z Z Z 0 0 Z D Z O Z z Z Z V F 2 X_yX N Nx 3 N N N N 0 0 N 0 0_0) 0 x 0) fA U C N Z 2_ W W W z w w w w a a w 0 w m Z W o O >,L Op U10 o N C W N • C $ m O d « U C 0 O N y N N Ill 1O ;Ain O ' E§ 2 a a a w W N k • °C• oE@ o E 102 8.-. y rodcmi > o N N a m a) ro v E auy � @ � � O O d N > O m 2 �.- = 0.S E 2 N 2; 0 =- � E-0 N r m 3 o • c - o • O. o m > m e m 8£ o0A-0A E --000 .m_8 0NaU'E0o a; m y 2' m U C C C m a a E � t 9 m � -o' o m y m C a C O N N w m J m 'a N@ £ o 2 m- m o - E o o w 22 o L O-= 0, C O >@ N ] m. 8-.E.2 V 'y N € o -b' EL-T03.41 c m 4,-02;25: £ N um£ N E 0. n a£ L °rno =c m�t «Q , SrEaadom g0212? JaT pc N @ m 2 -F' n 0) o E m °o o- C 3 o 00 d, roN O C y N E °n o rE= 0. C p o, • N b m O N£ fo N t 2v 0. 0 v v a� > 2m€ w U N a a ` On m O m« d b 0 L n > b O O N 1n _ 0 > m• @ C a-2« O m YY g U m w i. myy�aY;o>7 =y 3o£ c` -2= 0 w E c E0 c .0 c 0 W« @ m 4]5;,A p .g- 9 6 m 0' 0 00' . m 0.-' ''--T' ., ▪ U Cb Ob Ob 20) N' 2W, 82° ,1=_ C « C C N U O o N W U C W N N N m 8 w n:11- Hai n � _ �� ro m a rnm Q CO N=a3a 8o 5 0)1 -81 5�o PSE GENERAL SPECIFICATIONS m d 0 o Q 7 b a o Ta- n o co to y 0 Li, 0 E II_ • a 0)0) 3 lli W 'CO 0) 4 m °O, y °R N m d O O d @ £ O o a E 26 >, N O L t N .0 6 I. 2 @ O a C e N O .6 O m N U €; 4 D 76 ' - Q' a m A 0. 0 C 2 N r , b a b °-? h m 0 >' m 3 a `mm >d b N '0 O tll ro 0))N 0.0 E 0 0 d 0) 2 EsN ,(3.2-1-`-.1 m m e- O - 0.8 0. o a b 8 ES- L a C a b m y ▪ n N= _ 0) G N Y r N m N a@ O > N co E b 30) -x Daum, 2 Qm 2i n(r80 0. Pre - Construction RESPONSIBILITIES OF THE CITY - The city and their contractor shall attend a pre - construction meeting specifically for installation of bare duct and vault system. - PSE will provide to the city contractor with construction plans for the installation of PSE duct and vault system. - All installations shall conform to specifications contained in this document and all relevant PSE standards. Notify customers of all outages 48 hours in advance. s & Documents m C 0) s 101096119 -a ; , • 0 01 IV CC S S� Ir Owner / Developer Contact Info CRY OF FEDERAL WAY 33325 8TH AVE S FEDERAL WAY. WA 98003 ATM NAVEEN CHANDRA 253 -835 -27299 oW,y,,,.tl A U K O O o cl r 5840403E5 I L _ 594109725 ❑ Indioab cone FUSE SIZE on A,-OVA 8 VERIFY p ❑ DeRROns raged on Me As-0WI rd their reason. ❑ I candy Rtm Rm wk pettommed meets PSE's stand and Bat aR Rums requnems¢ ate met Foreman's Scrotum 11208772 (PROJECT PHASE ' 11111 O» YI • F iy Vi mpp� QQ' 05 o t m b y � « j l . N - Un t N 'On v N o ' 0)m arnz . OowC H oQ Ai o v On c m C N o y y N 0 G wwm C O M wm M w U a w O N . O W ro C 0- o oaa 8 t75 momma w-wm c • m o 00 m m > w o E'C « o N --- m E 0 m i ° N flag O E y C - @ .o a,@ m O 3 n 2C0) 8 0. e o E0m - o° Oam 0x0 �nTN r w y O 0) N Y O = C C b U 7 N vAs, t d _ o F N O e E✓ i V E a a • c , 282F N« C 0- m a a > bm » t0 m a Ea N 2 ro- nw c ~ @ U o4 • a 78'-§ £" ro E n o m> n v 0. ,,,0:13 3 ✓ " w i' yoN m°'001- EE0t 0, E cm u N« a 082 5w as °£ cEO).E cm'Ec3> >> 0. m > a 4,£E Ev ° > • _ • a� o r or 0 n)0. •mD a am >c mE @ a .O« m m m m oNOEBL =�� a 0. N C= L,9 « O Vg-5 N > . m > N j f° O O . Oa N ('' 'cN � �' .� E C C « . U £ -85-20 ono aE-s>wyomOEt8 @ 'LIOo`a 4T ca c m Zm . 0. E m ao 5 - f° v > . o nc d No0 >oco %=o 3O ;om C mga O N W m mQ aC m N 1' O C a .w N O« ,t N O 5N5 ENNN NNC'a A3y 224-a22 5_ U tl g aPaa;-a `w ro $= 0 m 0w N ac- ° F- U H c o Q a > c U Q � c E Q E y 0. y F- N :F- F- o c - . . . s. E m a O m 0 • N C U 0 o a c0 82 m a 1542 m 0) m c m - m a^ N 2 y a . 0 a w • r N `o 3 O m O N 0 00 N a -8 ro v d E 2 d m 0 0 w . C � O m E i= ec 0 A A U w 9 c ro Lm G £ o 37? C 022 . 00. g28 Sw C 2Q N U N E2,2, .E N « O 3 �0 _ :f74 N O O N U T N b E /9 o C r -3m o. 22858 c= 8 0 «0 0)b u6 N @ m N m O y M( O a m m 000)0 a'oro a) V y o OJ 0 2 « o£ >b'61r0 ON N Eo o- 0 fu >p con a C.5. m0) ^ m N n43 80an- m'°n5o2' u N m m .0'._../ 2 N p a m N .2. -0 mwy8 F-- 8{L- E¢troa ax' c mU > .N. (=j 8 5 C ro = m a) a) ,� '0.3' a C N C m V y 0 0) CI O W N N E a E' 0' 2 ,o C m C 1 c 0 Q. a m € o U F5 ° = N 0..E O @ @ £ 9 N a _0 m , 3 m >• a m 0 « @ cn N c N 0 o E a Cr ro N C "O G' U« N U C ro 2 C C C c Cl, o G E E � 0( 0� 8 CU m m y @ J 00 V N 1n O O` 0, 08) N > £ Y e .E O 8 O N i' S U E C c U U£ a 0 o y .1-7; m O N « �° m d t o m N co 5, a n 0)n 8 4C-4 0) = 2 n N ) m> 'j co L , g 00 v N N m o m c E c m c E 0a; o N� 2 A ro m o .o !,c c w 0)g W v m 13 a ama 0)o ' m m. « U0 b J d « 0. L @ 3 > = N m C I r 0.00 0.a �� U , , , O) N 7 U b m3 a) m o E • LT, L N c > ° 0 a N 2t 28 m m > m T 22 C $ @ N C O UU t6 E0 z2 060)50 a, b 0 O C t t> C N n 7 9rn8@ roo N 0) `) N C C dC .0)C N- r -c0.Nm C =w0 ro- p£ 0) U V j; C N,C eL.43 1`>°vEmm 2 c£in • 0-0 d 0.w .5^0.1": 0)D 8 °-' °a o `OraCSo£ 0)00`' .c 'o 00. o c c c Y a 3�'c. -0.'L'« v. = =3rEoo3 maw c c = 0) s c E 0 z`m'S0m3.5'3La0 N V 0) c CN � 2 9 0 7 O U 2 O U O d« ' r !O N b 0 2 0 5 E'° W 02 '° _ Oj O �' j O ova,�c5aW °0)c O O N A ` E C "N'f0 @ C.� U oint Facilities Coordinate with Communication Companies for transfers. OVERHEAD CONSTRUCTION Poles & Structures C a N C > F U 2 S Sy O ssz 0 N 2 OM _ 25 Sil g I) 0 U) 0 a 8 au0 0) 0) y3U .-§ �5it 6 V 0 3 0 0) 0) $= 3 o 150. o 0) a 1558 7 U bN 0 o d 0. m c 08 -0 v o' o y = o c 40) c c N 8� m 0 0 ,c ,� =E c w m 0= 0 ) AI o f`0) «N w 0) C N @ 88 O N moo. m E 0) o U)U ' m Y v °° E w o 0 p E v 0. 9 w o 0 0) o O o 2 m 0)E 00) 0.v mm Y� 0 0' amc M C V @ m N= O O t0 'O 2 a) o f 0) E Y= .E'w c Z. o c 0@ j .X C E d p Y> 0 .O 41 ti co ra Lrin S @ 14 « W =.0 O N l0 > N C O O C 000. am 'an 1>'0€ 3c+ C wy2 m a' 0 m w= n w w 0 0 'o co.: 0) 3 a m o o t m m o o w ,0 'C 3 0c N a) N U 8 U y 5 0- N m m c m a w b o (1.2 >16 N E N F 2 0 U c « m ma « «uwi m C a 8 ° E- 5 88 0' d &.g-,3.8 30. i,E a E • a `b 2'9 0) 3 N N 0 la N 0, U @ O -2 N ' E E 0.pp P m C y N w C O C N P,',1 p m O N m U Yj d- n O V% U n C a) w 8 • C b= 2 m m am Ica' o 4, c$ C 8«o a s.25 y 1=/1 �O O m 2 F.=-4. =3' N C W O- N �> @8og,3c mm <3TA o =a�c o= �m� `o0) �`'_ moo' - O�c E. > 0= m � 10. 51 E N y e a) 0 o a' > m vo m a N a E m fw/) G N D C G� 1j to C a N N 2-_.,..T. ,...-.-87),T, ( a do °_ cy - o °onayc y X Y C C O C m b O U O« m lO b N N a J a 2] c O'o0)0) ro o> E c 0)n -- _m0-- Or.mo Oa ->mc5 0))�p$v =ter m- J�'C =00- C0' >a)N NUO7CNmNL 5.2528 n�F- 2 m m a, m w E ' 1:0:40:::3' 0) 0'-o w O1 �• j N E O C m OO O U> oaa o,O'Z 8 oUm ma m > Qn<lo~ o _oQ , . . 0 , , 0 3 2 2 g 0 8. N - T • O • E N ✓ 0 ''k)2 o O 23 U N N Y 2 p O g N 2, 02 0 O = U 0 r L ....§ C O U 3 y 3 N • Y N (0 b = o 2 N C 0) 17, O a N y N N C • O a N N1N = b a O a m y C O3 n m t-Y a a C m O 0 N L N � C m . N b 4 - - o On N m d - ° c cu m 0. c N 3 6. 0E .0m 0L m U fa o @ . N N U v 0) 0 N .c' C @ y 00 U la ),-).._°).f 0) O 0) N L C a C N V m =5°o v F a -v.= m 0,m 0 m y m N N• a 0) C _m 'm @ 0) 5 y � N ap E ¢o CN 5 i F- cod preservative. ro C.2 b 0) Cl ,S° 2 O a N O m N E m N m 0 N m 3 , c> 3 C C O 0 a 2 O C o 2m= m E c0 • 0 ? O . m @ 8 N 0) p U 0 0)0 v Z 8 or12?aU • b' N c£ m a$ U 0) 0 m UD C O 2:i O O N _ 13 £ o Z, 0 a' °'§ F? a m 0) U O 01 O 0) 00 0 'c 0c to 0rnt 1 a cm C3 C> 12- I ' a' 3 O 0' _m 0)r .52-70 y d O N m v 3 m 01-0 8-7-66, o E y n E 5:2 C .N "2;02 W O • a N «Q E C' p (n u O 3 8Q Z = a i 2. 47, >O EV N N O p v a C y G > 4 a O "> E° m N 11 5 o` ff c o F-rnH D @w wa3 ct o U - All neutral connections to be made with solid compression connectors. Connect all pole grounds to common neutral. - Use Load - interrupter cutouts (with arc shields) on all primary overheads and underground taps with fused protection above 40T. - Install Wildlife Protectors on all transformers. 5/up L 400 4795£ 47 ^oS 6/1960)0) \GCVO \'(uy� 7ulapad uorslanuoo 6L 4oS 4790) 47005 61196010) \4L 4oS \47oog swua0 \GCV3\do)gsa5 \1apu5\sias0 EROSION & SEDIMENT CONTROL REQUIREMENTS EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150 3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL & ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) PZl - 9109 ')Z ,00N 101096119 0 a� 8 0 O C, W 4!e 0 ❑ S 8 11 11 H E 1I hAVE$ 53AY,w I 3 F, a EE a S d 8 i g U t. 1' i ❑ ec 8 z r V 3 'x J ..1 Qs �' 5 14V t ? w 0 N a J W Z bSP'bL 80S 1.09gr 47^oS 611960101 \OOVL \.(oM laapod uo!sJanuoo *L yoS 4799£ 47noS 611960101 \bL 4oS \wooe sluueO \ppy0 \dopisap\iapu6 \sJesO \ l:Zl — 9105 '£Z ^oN W r C ASBUILT INFORMATION Foreman - Complete Iii Install Primary Bushings 0 im n mm Type & Size Equipment In Vault 25KVA 120/240 MP TRF Matid: 6247000 INSTALL (3) SECONDARY CONNECTOR LUGS: 6-HOLE - 5/8" ADAPTER MID 4842001 CONN TRF 515 STUD MID 4842000 It 4 361X42 -X38" Unietn6 HH MINU1SR (RADIAL) OR 1SL (LOOP) PER STD 6045.1010 Approximate Station & Offset From VII Center WIRE REM Wire Sire & Type N 1-N 7X �\ ^L73 "lam\ M'p SITE SPECIFIC NOTES OVAL TABLE Total Feet 440 (397 AAC I Total Feet 440 (4/0 ACSR NE Total Feet 140 (1 /0 OH 1 WIRE REM Wire Sire & Type Loa From re U. 2 h 1 O TEMP TRANSFERS POLE RETIREMENT TABLE 0 gay S O Y3SVd 3S 3NI1HOIWJ N O OU -3o c�v Q NZ /NQ a I I / 101096119 w C � ta U 0 6 425-448 -8596 I 4/7/16 s 8 rc w A 0 3 Ci 0 8 Ci 1 0 U 0a I U n 0 N i Ci N E a F ? � o a W U M W 4A.N ❑ Z N -f' lU N 6Mp'4L 4aS 4195£ 41^oS 611960101 \auto \XDM lwepeo uolsienuoa yL 40S 4195£ 41^°S 611960101 \bL 415 \41oog sluuea \pato \do)HseQ \Jepu6 \Siam PZl - 910Z '£Z ^0N z 0 la K E Oo LL = CC m 'if . LL 4 _c E- " c �i E ,oS Install Primary Bushings O.r N mJi7. 1 . .p 'a as, FW J -Box below grade wl (3) 4 pos bus Mabd: 7625900 37.5kVA 120/240 MP TRF Matid: 6247050 INSTALL (3) SECONDARY CONNECTOR LUGS: 6-HOLE - 5/8" ADAPTER MID 4842001 CONN TRF 5/8" STUD MID 4842000 Install (3) 750 Splices Matid: SPL750 PER STD 60412000 4 tS� 4'8"X7'X5' Vault ad 2-3' Sq Anti-Skid doors JBOX3AS PER STD 6055.1030 36"X42"X38" UnistM HH MINU1SR PER STD 6045.1010 5'10"X11'4'7(5'0" VAULT W/3:3' Sq A S Doors SVD5AS (PER STD 6051.2000) gi z EI8 g. n . n kli 1-5E R O C .12 a 05 8 - m h '8 y � N. ac• F N K .“--, N rIn § Y a _LASE NMd ONIlSIX3 4 'Ft - SITE NOTES -+ — -iF -t— - +— "iif--F — —t- Ct .1110 1.12012 0■LLSIX3 J a r- 2 SITE NOTES SECONDARY HH TABLE 6 N Vault Size 8 Cover WIRE REMOVAL TABLE 101096119 1 E 8 3 d fn I U I a LL 8 8 9 CABLE REMOVAL SCHEDULE 1 2 RUNS OF 350 UG TPX m O 4 8 ig n 8 PI 8 LL S C $T � 2 g S CO V 2 K c3 9 aV m PC V s n p O CO gi � 3 U n z 3 JOINT FACILITIES A EW ro � ra- j d A 4 m MATCH LINE SEE PAGE 5 _O 0 U 0 P U 0 w U ti Service Notes TO BE CUTOVER E Z N ID NUMBER c o > m a 1m vp O a. Meter Number A015272552 0 0 0 Meter Location NAME AND ADDRESS 1215 S 356TH ST POLE RETIREMENT TABLE 0 0 8 8 UU 8 S ron 0 0 310697- 183189 6 8 TRANSFORMER REMOVAL Foreman to redline the following information // M • / - >> N\ // 0 4 N // 1' N .f W £30Vd33S 3NI1HOIYIN • • fin.n rnr• innrn rnnne er rnen rnr \nnvn ,fiicnn \.fnn In.nnu runic• moan, A., rr," unnrr, rn nnr dunce el \i, it -sr\innnn cri irro. i\ \ \ 101096119 g o 8 W T. t a � W U N W a Dannla Booth I 425 - 417.9188 I 4/7/18 0 8 U Ems+ n i w U a U 2 0 we a U C O W`§ ASBUILT INFORMATION Foreman - Complete SPLICE NEW CABLES ONTO EXISTING AOAEH303, BOAEH304, COAEH305. MAINTAIN EXISTING CABLE NUMBERS r I 750 MCM -- _ C C � 9 l c Z z 1 A � U O F- 1/0 SOL CONCENTRIC NEUTRAL 11 PASE Install Primary Bushings o=. N$Q 2 f2 !Il m v ii M ') N Type 8 Size Equipment In Vault EXISTING EXISTING EXISTING Inatat (3) 750 SplIces MaBd: SPL750 PER STD 8041.2000 RETURN PM SWITCH TO PSE SW SUB4SW 2 Sw 2 Fu 15kV INSTALL (1) TARP (Matid: 9997955) EXISTING ',. EXISTING EXISTING 0 8'87.8'8"X8'10' VAULT W/SW Reds 8 Anti-Skid SUBV22S (PER STD 8058.2000) E ; z ill 91 l n� `10, $1m i.,§ 40 QNg 5 zz N 2 yN W X 0 W 0 N W gi N $ Y>== N gP SITE NOTES w 1 I Total Feet 405 (750 MCM) ACTUAL Removed Total Feet 815 (1/0 JKT) ACTUAL Removed r I 750 MCM -- _ 750 MCM 1/0 SOL CONCENTRIC NEUTRAL II 1/0 SOL CONCENTRIC NEUTRAL 11 PASE I EGP705, 708, 707 AEH303, 304, 305 EGP708, 709, 710 I EGP714, 715, 718 6Mp'4L 4aS tiMS 611960101 \GCVO \COM 'papal UOJJGAUOO *L 4PS 4194£ LOOS 6!!960101 \4L 40S \47 °°9 s! UUeO \00VO\dO1'POO \iapu6 \aias0 \., Z :L - 910E '6Z ON Yo, O? 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'90 unr 45.P iq 4.5 4195f ganoS St ,96010, \QQ utloseo\Aom toJapaj uowanuos 4iggr yinOS g960,0, \woe .!...0\00,3\pepts.avap,■6\....sny3 - 9O5 .90 flf 1 • • • • BID AND CONTRACT DOCUMENTS AND SPECIFICATIONS FOR South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway 5) RR; # 17 -001 Bids Accepted Until 10:00 a.m., Thursday, January 26, 2017 Bids Opened 10:10 a.m., Thursday, January 26, 2017 AT: City of Federal Way City Council Chambers in Federal Way City Hall 33325 Eighth Avenue South Federal Way, WA 98003 Prepared By: KPG 3131 Elliot Avenue Suite 400 Seattle, WA 98121 The above mentioned Bid Contract Documents and Specifications have been reviewed and approved for advertisement. Such review includes ail contract documents, - cations, a ;;, associated with the project. Checked by: Approved by: Systems Manager 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 13 NO BID RESPONSE FORM (Attachment A) 19 BID FORM (Attachment B) 21 BID SCHEDULE (Attachment C) 23 BID SIGNATURE PAGE (Attachment D) 33 BID BOND FORM (Attachment E) 35 SUBCONTRACTOR LIST (Attachment F) 37 • COMBINED AFFIDAVIT AND CERTIFICATION FORM (Attachment G) 39 CONTRACTOR'S COMPLIANCE STATEMENT AND PROPOSAL FOR INCORPORATING RECYCLED MATERIALS INTO THE PROJECT (Attachment H) 41 • PUBLIC WORKS CONTRACT (Attachment I) 43 (with Exhibits A -H and Appendices as attached) Exhibit A Exhibit B Exhibit C Exhibit D Exhibit E Exhibit F Exhibit G Exhibit H Notice of Completion Contract Change Order Agreement Contractor's Retainage Agreement Retainage Bond to the City of Federal Way Notice to Labor Unions of Other Employment Organizations Nondiscrimination in Employment Certificate(s) of Insurance Form Performance /Payment Bond Title VI Assurances AMENDMENTS TO THE STANDARD SPECIFICATIONS GREEN PAGES SPECIAL PROVISIONS BLUE PAGES City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page i RFB # 17 -001 RFB Ver. 4 -16 January 2017 TABLE OF CONTENTS (Cont'd) PAGE PREVAILING WAGES AND BENEFIT CODE KEY (Appendix A) PINK PAGES CONSTRUCTION STORM WATER GENERAL PERMIT (Appendix B) WHITE PAGES WSDOT STANDARD PLANS (Appendix C) WHITE PAGES FEDERAL WAY STANDARD DETAILS (Appendix D) WHITE PAGES LAKEHAVEN UTILITY DISTRICT WATERLINE STANDARDS (Appendix E)WHITE PAGES GEOTECHNICAL BORING LOGS (Appendix F) YELLOW PAGES ASBESTOS HANDLING DOCUMENTATION(Appendix G) WHITE PAGES TEMPORARY WATER BYPASS AND STAGING PLANS (Appendix H) BLUE PAGES PUGET SOUND ENERGY CONSTRUCTION STANDARDS (Appendix I) WHITE PAGES City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page ii RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • CITY OF FEDERAL WAY REQUEST FOR BIDS South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) RFB # 17 -001 SUBMITTAL OF SEALED BIDS: Notice is hereby given that the City of Federal Way, Washington, will receive sealed bids through Thursday, January 26, 2017, until 10:00 a.m., at the Purchasing Office, City Hall, 33325 8th Avenue South, Federal Way, Washington 98003 -6325. Proposals received after 10:00 a.m. on said date will not be considered. BID OPENING: All bids will be opened and read publicly aloud at 10:10 a.m. on Thursday, January 26, 2017, at the City Council Chambers in Federal Way City Hall, 33325 8th Avenue South, Federal Way, Washington, for this RFB. All bid proposals shall be accompanied by a bid deposit by a cashier's or certified check, or Bid Bond in an amount equal to five percent (5 %) of the amount of such bid proposal. Should the successful bidder fail to enter into a contract and furnish satisfactory Performance Bond within the time stated in the specifications, the bid deposit or bond shall be forfeited to the City of Federal Way. DESCRIPTION OF WORK: This project shall consist of: The improvement of South 356th Street from Pacific Highway South to Enchanted Parkway South including construction of new asphalt concrete pavement, curb, gutter, sidewalk and planters, drainage & water improvements, retaining walls, utility undergrounding, traffic signal modifications, illumination, landscaping, and other work. The Contractor shall complete all work within 150 working days. The bidder is urged to check the plans and contract provisions carefully. (Revised by Addendum #1) All bid proposals shall be in accordance with the Instructions to Bidders and all other contract documents.. Any questions concerning the description of the work contained in the contract documents must be directed to Naveen Chandra, P.E., Street Systems Project Engineer, by facsimile at (253) 835 -2709, or by letter addressed to Naveen Chandra, P.E., Street Systems Project Engineer prior to bid opening date. BID DOCUMENTS: Free -of- charge access to project bid documents (plans, specifications, addenda, and Bidders List) is provided to Prime Bidders, Subcontractors, and Vendors by going to www.bxwa.com and clicking on "Posted Projects," "Public Works," and "City of Federal Way." This online plan room provides Bidders with fully usable online documents with the ability to: download, view, print, order full /partial plan sets from numerous reprographic sources, and a free online digitizer /take- off tool. It is recommended that Bidders "Register" in order to receive automatic e -mail City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 1 RFB # 17 -001 RFB Ver. 4 -16 January 2017 off tool. It is recommended that Bidders "Register" in order to receive automatic e-mail notification of future addenda and to place themselves on the "Self- Registered Bidders List." Bidders that do not register will not be automatically notified of addenda and will need to periodically check the on -line plan for addenda issued on this project. Contact Builders Exchange of Washington at (425) 258 -1303 should you require assistance with access or registration. An informational copy of plans, specifications, and addenda are also available for viewing only at the Public Works Department, Federal Way City Hall, 33325 8th Avenue South, Federal Way, Washington. The City, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d -4 and Title 49 C.F.R., Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally- assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. 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 within the specified working days. 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 5th day of January, 2017. Dates of Publication: Daily Journal of Commerce: January 5, 2017 January 12, 2017 Federal Way Mirror: January 6, 2017 January 13, 2017 City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 2 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • • BIDDER'S CHECKLIST The bidder's attention is especially called to the following forms, which must be executed in full as required and submitted as part of the bid. Failure to comply shall result in rejection of any bid not so complying. Bid Form (Attachment B) The Bid Form shall be completed and fully executed, including filling in the total bid amount. Bid Schedule (Attachment C) The unit prices shall be set forth in the space provided. Bid Signature Page (Attachment D) The Bid Signature Page shall be filled in and fully executed by the bidder. Bid Bond Form (Attachment E) This form is to be executed by the bidder and the surety company unless a certified check is submitted with the bid. The amount of this bond or certified check shall not be less than five percent (5 %) of the total bid amount and shall be shown in both words and figures. t%r Subcontractor List (Attachment F) The Subcontractor List shall be filled in by the bidder. (This section may /may not apply) I2 Combined Affidavit and Certification Form (Attachment G) This form must be subscribed to and sworn before a Notary Public and notarized. 1� Contractor's Compliance Statement (Attachment H) The Contractor's Compliance Statement shall be filled in and fully executed by the bidder. Proposal for Incorporating Recycled Materials into the Project The bidder shall propose the total percent of construction aggregate and concrete materials to be incorporated into the project that are recycled materials. This form shall be filled in and fully executed by the bidder. IVf Contractor's Certificate of Registration The bidder shall provide a copy of Contractor's current registration with the State of Washington. I/ Contractor's State Identification Numbers The bidder shall provide a copy of Contractor's current state unified business identifier number and, as applicable, an employment security department number and state excise tax registration number. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 3 RFB # 17 -001 RFB e'er. 4 -16 January 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • SUCCESSFUL BIDDER'S CHECKLIST The following documents are to be executed and delivered to the City within ten (10) calendar days after the Bid is awarded: Public Works Contract (Attachment I) The successful bidder will fully execute and deliver to the City the South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway 5) Public Works Contract ("Contract ") from these Bid Documents. Contractor's Retainage Agreement or Retainage Bond (Exhibit C or D) The successful bidder will fully execute and deliver to the City the Contractor's Retainage Agreement or Retainage Bond. Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment (Exhibit E) If this applies, the successful bidder will sign and post copies of this Notice in conspicuous places available to employees or applicant for employment. Certificate of Insurance (Exhibit F) • The successful bidder will provide a Certificate of Insurance evidencing the insurance requirement set forth in the Contract. • Performance /Payment Bond (Exhibit G) The successful bidder will provide a fully executed Performance /Payment Bond as appropriate. Business License The successful bidder will provide a copy of a current Business License with the City of Federal Way. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 4 RFB # 17 -001 RFB Ver. 4 -16 January 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • • SECTION 1: INSTRUCTIONS TO BIDDERS 1 -1 Time and Place for Submission and Opening of Bids Sealed bids must be submitted by 10:00 a.m. local time on Thursday, January 26, 2017, 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, and will be publicly opened and read aloud in the City Council Chambers in Federal Way City Hall on Thursday, January 26, 2017, at 10:10 a.m. local time. The City's Purchasing Coordinator must receive the sealed bid before the time and date specified in order to be considered. Telex or facsimile bids will not be accepted. The bidder accepts all risks of late delivery of mailed bids or of misdelivery regardless of fault. Late bids will be returned unopened. If, after reviewing this document the bidder chooses not to submit a bid, the bidder may complete and return the "No Bid Response Form" provided as Attachment "A" by the date and time indicated above. 1 -2 Bid Form Bids shall be made on the "Bid Form" (Attachment "B ") issued by the City as part of these contract documents, without reservation or amendment. Bids must be typewritten or printed in ink. Upon completion, the Bid Form and the bid bond or certified check and any requested information shall be placed in a sealed envelope. On the outside of the envelope, place the bid name, bid number and the time bids are due. 1 -3 Bid Signature All bids shall give the total bid price and shall be signed in ink by the bidder or their authorized representative, with the address. If the bid is made by an individual, the name, signature, and address must be shown. If the bid is made by a firm or partnership, the name and address of the firm or partnership and the signature of at least one of the general partners must be shown. If the bid is made by a corporation, the bid shall show the title of the person authorized to sign on behalf of the corporation, his or her title and the address. The City reserves the right to request documentation showing the authority of the individual signing the bid to execute contracts on behalf of anyone, or any entity, other than himself /herself. Refusal to provide such information upon request may cause the bid to be rejected as nonresponsive. 1 -4 Bid Withdrawal Due to Error Bids may not be withdrawn due to a claim of error in a bid unless written notice of such claim and supporting evidence for such claim including cost breakdown sheets are delivered to the City within forty-eight (48) hours prior to the opening of bids. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 5 RFB # 17 -001 RFB Ver. 4 -16 January 2017 1 -5 Modification of Bid A modification of a bid already received will be considered only if the modification is received prior to the time announced for bid opening. All modifications shall be made in writing, executed, and submitted in the same form and manner as the original bid. 1 -6 Examination of Bid and Contract Documents — Bidder Responsibilities The submission of a bid shall constitute an acknowledgment upon which the City may rely that the bidder has thoroughly examined and is familiar with the bid and contract documents and has reviewed and inspected all applicable federal, state and local statutes, regulations, ordinances and resolutions dealing with or related to the equipment and /or services to be provided herein. The failure or neglect of a bidder to examine such documents, statutes, regulations, ordinances or resolutions shall in no way relieve the bidder from any obligations with respect to the bidder's bid or the contract documents. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any contract documents, statutes, regulations, ordinances or resolutions. Bidders shall visit delivery and service locations(s) as required. Bidders shall become familiar with and verify any environmental factors, which may impact current or future prices for this requirement. 1 -7 Interpretation of Bid and Contract Documents No oral interpretations will be made to any bidder as to the meaning of the bid or contract documents and no oral communications will be binding upon the City. Requests for an interpretation shall be made by facsimile, or by mail, and delivered to the Purchasing Coordinator of the City at the address indicated in Section 1 -1, at least ten (10) days before the date announced for opening the bids. Any interpretation deemed necessary by the City will be in the form of an addendum to the bid documents and when issued will be sent as promptly as is practical to all parties to whom the bid documents have been issued. All such addenda shall become part of the bid. 1 -8 Addenda Each bid shall include acknowledgment of receipt and review of all addenda issued during the bidding period on the Bid Form. 1 -9 Bid Price The bid price shall include everything necessary for the completion of the contract including, but not limited to, furnishing all materials, equipment, tools, freight charges, facilities and all management, superintendence, labor and service, except as may be provided otherwise in the contract documents. All Washington State sales tax and all other government taxes, assessments and charges shall be included in the various Bid item prices as required by law. The offer shall remain in effect ninety (90) days after the bid opening. In the event of a discrepancy between a unit price and an extended amount and /or the total price, the unit price will govern and the extended City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 6 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • 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. 1 -10 Postponement of Bid Opening The City reserves the right to postpone the date and time for the opening of bids by announcing such postponement at any time prior to the date and time announced in these documents. 1 -11 Rejection of Bids A. The City reserves the right to reject any bid for any reason including, but not limited to, the following: any bid which is incomplete, obscure, irregular or lacking necessary detail and specificity; any bid which omits a price on any one or more items on the Bid Form and Bid Schedule; any bid in which prices are unbalanced in the opinion of the City; any bid accompanied by insufficient or irregular bid bond; any bid from bidders who (in the sole judgment of the City) lack the qualifications and /or responsibility necessary to perform the work after considering the elements in Section 1 -14.B; any bid for which a bidder fails or neglects to complete and submit any qualifications information within the time specified by the City and as may be otherwise required herein; and, any bid submitted by a bidder who is not registered or licensed as may be required by the laws of the State of Washington. B. The city further reserves the right to reject any portion of any bid and /or to reject all bids. In consideration for the City's review and evaluation of its bid, the bidder waives and releases any claims against the City arising from any rejection of any or all bids. 1 -12 Alterations to Documents Prohibited Any addition, limitation or provision attached to the bid may render it informal or nonresponsive and cause its rejection. Alteration by erasure or interlineations must be explained or noted in the bid form over the signature of the bidder. No oral, telegraphic or telephonic bids or modifications will be considered. 1 -13 Disqualification of Bidder If, in the opinion of the City, there is reason to believe that collusion exists among bidders, none of the bids of the participants in such collusion will be considered. All bidders are required to submit the Affidavit of Non - Collusion (Attachment G) with their bids. 1 -14 Evaluation of Bids It is the intent of City to award a contract to the lowest responsive bid by a responsible bidder as evaluated by the City. The bidder may be required by the City to submit documentation demonstrating compliance with the criteria. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 7 RFB # 17 -001 RFB Ver. 4 -16 January 2017 A. Responsiveness — The bidder must complete all required forms and bid documents and provide all required and requested information. Refusal to provide such information may cause the bid to be rejected. The City will consider all the material submitted by the bidder to determine whether the bid is in compliance with the bid terms and documents and responsive to the requested work. B. Responsibility — The City will consider all the material submitted by the bidder, and other evidence it may obtain including information from previous project owners, to determine whether the bidder is responsible. The bidder must meet the following bidder responsibility criteria and supplemental bidder responsibility criteria to be considered a responsible bidder: • 1. Mandatory Bidder Responsibility Criteria a. Have a current certificate of registration as a contractor in compliance with Chapter 18.27 RCW, which must have been in effect at the time of bid submittal; b. Have a current Washington Unified Business Identifier (UBI) number; c. If applicable: i. Have Industrial Insurance (workers' compensation) coverage for the bidder's employees working in Washington, as required in Title 51 RCW; ii. Have a Washington Employment Security Department number, as required in Title 50 RCW; iii. Have a Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW; • d. Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). 2. Supplemental Bidder Responsibility Criteria a. The bidder shall not have a record of excessive claims filed against the retainage, payment, or performance bonds for public works projects during the previous three years, that demonstrate a lack of effective management by the bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances acceptable to the City. b. The bidder shall have a reasonable history of successfully completed projects of a similar size and scope as required by the contract documents for this project. The City will evaluate whether the projects were "successfully completed" and of a "similar size and scope." c. The bidder shall have evidence that it is able to begin and complete the work, and complete it in a timely fashion. 3. As evidence that the bidder meets the supplemental bidder responsibility criteria in paragraph (B)(2) above, the apparent low bidder must submit the following documentation to the City within 48 hours of the bid opening. The City reserves the right to request such documentation from other bidders also. Refusal to provide such information upon request may cause the bid to be rejected. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 8 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • a. The bidder shall submit a list of the public works projects completed within the previous three years and include for each project the following information; the owner and contact information for the owner; a list of claims filed against the retainage, payment, or performance bond for any of the projects listed; a written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. b. The bidder shall submit a list of projects of similar size and scope to this project and include information about each project, including the following: the owner and contact information for the owner; the awarded contract amount; the final contract amount; a description of the scope of the project and how the project is similar to this project; the bidder's assessment of its performance of each project. The information should include any information regarding performance in the following areas; quality control; safety record; timeliness of performance; use of skilled personnel; management of subcontractors; availability of and use of appropriate equipment; compliance with contract documents; management of submittals process, change orders, and close -out. c. The bidder shall furnish acceptable evidence of the bidder's current ability to perform, such as firm commitments by subcontractors, equipment, supplies and facilities, and the bidder's ability to obtain the necessary personnel. 4. If the City determines the bidder does not meet the bidder responsibility criteria in paragraph (B)(2) above and is therefore not a responsible bidder, the City shall notify the bidder in writing with the reasons for its determination. If the bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the City's determination by presenting additional information to the City and meeting the requirements of section 1- 20(B). The City will consider the additional information before issuing its final determination. If the final determination affirms that the bidder is not responsible, the City will not execute a contract with any other bidder until two business days after the bidder determined to be not responsible has received the final determination. C. Lowest Bid — The lowest bid shall be determined as set forth on the Bid Form. The acceptance of a bid will be evidenced by a Notice of Award. No other act of the City shall constitute acceptance of a bid. Within ten (10) days after receipt of Notice of Award, the bidder whose bid is accepted, shall furnish the required performance bond, certificate of insurance, execute the contract and perform all other acts required by the bid and contract documents as conditions precedent to formation of the contract. 1 -15 Procedures When Only One Bid is Received In the event only a single responsive bid is received, the City reserves the right to conduct a price and /or cost analysis of such bid. The sole bidder shall provide such information, data and other documentation as deemed necessary by the City for such analysis. The City reserves the right to reject such bid. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 9 RFB # 17 -001 RFB Ver. 4 -16 January 2017 1 -16 Bid Documents Bidders are required to submit with the bid package the following: A. AttachmentA — No Bid Response Form, if applicable. B. Attachment B— Bid Form. C. Attachment C— Bid Schedule. D. Attachment D— Bid Signature Page. E. Attachment E— Bid Bond Form. F. Attachment F— Subcontractor List. (May Not Apply) G. Attachment 6— Combined Affidavit and Certification Form. H. Attachment H— Contractor's Compliance Statement. I. Proposal for Incorporat /ng Recycled Materials into Project (Revised by Addendum #2) J. Contractor's Certificate of Registration (Revised by Addendum #2) K. Contractor's State Identification Numbers (Revised by Addendum #2) 1 -17 Conflicts of Interest and Noncompetitive Practices By submitting a bid, the Contractor agrees as follows: A. Conflict of Interest — That it has no direct or indirect pecuniary or proprietary interest, that it shall not acquire any interest which conflicts in any manner or degree with the work, services, equipment or materials required to be performed and /or provided under this contract and that it shall not employ any person or agent having any such interests. In the event that the Contractor or its agents, employees or representatives hereafter acquires such a conflict of interest, it shall immediately disclose such interest to the City and take action immediately to eliminate the conflict or to withdraw from this contract, as the City may require. B. Contingent Fees and Gratuities 1. That no person or selling agency except bona fide employees or designated agents or representatives of the Contractor have been employed or retained to solicit or secure this contract with an agreement or understanding that a commission, percentage, brokerage, or contingent fee would be paid; and 2. That no gratuities in the form of entertainment, gifts or otherwise, were offered or given by the Contractor or any of its agents, employees or representatives, to any official, member or employee of the City or other governmental agency with a view toward securing this contract or securing favorable treatment with respect to the awarding or amending, or the making of any determination with respect to the performance of this contract. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 10 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • 1 -18 Bid Security No bid will be considered unless accompanied by either a cashier's or certified check in an amount equal to five percent (5 %) of the Total Bid Price as indicated on Attachment B, "Bid Form," or a bid bond in the form of Attachment E or a letter of credit for a like amount. The check or bond shall be payable to the City; it shall be forfeited as fixed and liquidated damages in case the bidder fails, neglects or refuses to enter into a contract for the faithful performance of said work (including the providing of any evidence of insurance and /or performance bond required herein), in the event the contract is awarded to them, within ten (10) days after the award is made. If a bid bond is submitted in lieu of a check, it shall be executed by a corporate surety authorized to transact business in the State of Washington and in the form prescribed in Attachment E, "Bid Bond." If a letter of credit is offered in lieu of a check or bidder's bond, it shall be issued as an irrevocable documentary letter of credit drawn on a banking institution licensed to do business in the State of Washington. The letter of credit shall include instruction and provisions prescribed in Attachment E, "Bid Bond." Any questions as to the qualification of the banking institution or instruction shall be submitted to the City at least ten (10) days prior to the bid submittal date. The check, bidder's bond or letter of credit shall be attached to the bid form. The City further reserves the right to hold all bids (and the accompanying bid security) from the date of the bid opening until the contract and any performance /payment bond are executed, provided that such period does not exceed ninety (90) days, and each bid shall remain effective during that period. 1 -19 Performance /Payment Bond The bidder to whom the City has awarded this Contract will remove the Performance /Payment Bond (Exhibit G) attached to the Public Works Contract and deliver it to the City fully executed by the bidder and a surety company in the amount of one hundred percent (100 %) of the contract price as security for the faithful performance of the work including the payment of all persons furnishing materials and performing labor on the work and all payments arising from the performance of the work due the State of Washington pursuant to Titles 50 and 51 RCW. Such bond must be executed by a duly licensed surety company, which is registered with the Washington State Insurance Commissioner, and the surety's name shall appear in the current Authorized Insurance Company List in the State of Washington, published by the Office of the Insurance Commissioner. The scope of the Performance /Payment Bond (Exhibit G) shall in no way affect or alter the liabilities of the Contractor to the City under Section 8 "Indemnification" of the Public Works Contract. The City may require the surety company to appear and qualify itself upon the bond. If, at any time, the City determines in its sole judgment that the surety company is insufficient, the City may require the Contractor to furnish additional surety in form and arrangement satisfactory to the City and in an amount not exceeding that originally required. The Contractor shall submit a performance bond complying with the requirements of this paragraph within ten (10) days after the award is made. Payments will not be made on the Contract until sufficient surety as required is furnished. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 11 RFB # 17 -001 RFB Ver. 4 -16 January 2017 1 -20 Bid Dispute A. Any actual or prospective bidder, including sub - contractors and suppliers showing a substantial economic interest in this contract who is aggrieved in connection with the solicitation or award of this contract, may protest to the City in accordance with the procedures set forth herein. Protests based on the specifications or other terms in the contract documents, which are apparent prior to the date established for submittal of bids, shall be submitted not later than ten (10) calendar days prior to said date, or shall be deemed waived. All other protests shall be accepted only from actual bidders and shall be submitted within five (5) calendar days after the aggrieved person knows or should have known of the facts and circumstances upon which the protest is based; provided, however, that in no event shall a protest be considered if all bids are rejected or after the award of this contract. B. In order to be considered, a protest shall be in writing and shall include: (1) the name and address of the aggrieved person; (2) the RFB number and contract title under which the protest is submitted; (3) a detailed description of the specific grounds for protest and any supporting documentation; and (4) the specific ruling or relief requested. The written protest shall be addressed to: City of Federal Way Public Works Department 33325 Eighth Avenue South Federal Way, Washington 98003 Attention: Bid Protest — S 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) 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. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 12 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS 41) 2 -1 Administration • This contract will be between the City and the Contractor who will be responsible for delivering all equipment and performing all work and services described herein. The City is not party to defining the division of work between the Contractor and the Contractor's subcontractors, if any, and the specifications have not been written with this intent. The Contractor represents that it has or will obtain all personnel and equipment required to perform the services hereunder. Such personnel shall not be employees of the City. The Contractor's performance under this contract will be monitored and reviewed by Naveen Chandra, 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 Naveen Chandra, 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. 2 -3 Contract Documents and Precedence The documents embodying the legally binding obligations between the City and the Contractor for completion of the work consist of the following: The City's Request for Bid, Bid Form, Bid Signature Page, Instructions to Bidders, Bid Bond, S 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Contract, which include without limitation, this Contract, Request for Bids, Bidder's Checklist, Instructions to Bidders, General Contractual Terms and Conditions, Bid Form, Bid Signature Page, Bid Bond, Combined Affidavit and Certification Form, Contractor's Compliance Statement, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Contractor's Retainage Agreement attached as Exhibit C, Retainage Bond to City of Federal Way attached as Exhibit D, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit E, Certificate(s) of Insurance Form attached hereto as Exhibit F, Performance / Payment Bond attached hereto as Exhibit G, Title VI Assurances attached hereto as Exhibit H, 2016 WSDOT / APWA Standard Specifications for Road, Bridge and Municipal Construction, Amendments to the Standard Specifications, contract Special Provisions, current Prevailing Wage Rates attached as Appendix A, Construction Storm Water General Permit attached as Appendix B, WSDOT Standard Plans attached as Appendix C, Federal Way Standard Details attached as Appendix D, Lakehaven Utility District Water Line Standards attached as Appendix E, Geotechnical Boring Logs attached as Appendix F, Asbestos Handling Documentation attached as Exhibit G, Temporary Water Bypass and Staging Plans attached as Appendix H, Puget Sound Energy Construction Standards attached as Exhibit I, and all other Appendices attached hereto and incorporated by this reference, (collectively the "Contract Documents "). The contract documents are City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 13 RFB # 17 -001 RFB Ver. 4 -16 January 2017 intended to be complementary so that what is required by any one of them shall be as binding as if called for by all of them. In the event of any conflicting provisions or requirements within the several parts of the contract documents, the City will issue an interpretation regarding the controlling provision, which interpretation shall be binding. 2 -4 Charges to Contractor Charges which are the obligation of the Contractor under the terms of the contract shall be paid by the Contractor to the City on demand and may be deducted by the City from any money due or to become due to the Contractor under the contract and may be recovered by the City from the Contractor or its surety. 2 -5 Change Orders The City may, at any time, without notice to the sureties, by written order designated or indicated to be a change order, make any change in the specifications within the scope of this contract. Oral orders will not be binding on the City unless confirmed in writing by the City. Except as provided herein, no order, statement, or conduct of the City will be treated as a change hereunder or will entitle the Contractor to an equitable adjustment. If any change hereunder causes an increase or decrease in the Contractor's cost of, or time required for, the performance or any part of the work under this contract, an equitable adjustment will be made and the contract modified in writing accordingly. However, no claim will be allowed for any costs incurred more than five (5) days before the Contractor gives written notice as required. If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall, within five (5) days after receipt of a written change order form from the City or after giving the City the written notice required above, as the case may be, submit to the City a written statement setting forth the general nature and monetary extent of such claim; provided the City, in its sole discretion, may extend such five (5) day submittal period upon request by the Contractor. The Contractor shall supply such supporting documents and analysis for the claims as the City may require to determine if the claims and costs have merit. No claim by the Contractor for an equitable adjustment hereunder will be allowed if asserted after final payment under this contract. 2 -6 Work and Materials Omitted The Contractor shall, when directed in writing by the City, omit work, services and materials to be furnished under the contract and the value of the omitted work and materials will be deducted from the contract price and the delivery schedule will be reviewed if appropriate. The value of the omitted work, services and materials will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 14 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • 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 Contractor to be free from defects in materials or workmanship for a period of at least one (1) year from date of delivery and installation; provided, however, that this warranty may extend beyond this time period pursuant to any attached warranties. If the merchandise sold or work performed hereunder is defective on account of workmanship or materials, the Contractor agrees to replace the merchandise or, at the City's sole option, repair the defective merchandise. All defects in work or materials shall be promptly corrected. 2 -10 No Waiver of Warranties and Contract Rights Conducting of tests and inspections, review of specifications or plans, payment for goods or services, or acceptance by the City does not constitute a waiver, modification or exclusion of any express or implied warranty or any right under this contract or in law. 2 -11 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. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 15 RFB # 17 -001 RFB Ver. 4 -16 January 2017 2 -13 Hazardous Chemical Communication In order to comply with WAC 296 -62 -054, Hazard Communication, the Contractor shall submit with each shipment a Material Safety Data Sheet (MSDS) for all products containing any toxic products that may be harmful to the end user. The MSDS Sheet is to accompany the toxic product(s) to the specified delivery sites. Include the 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 Contractor, any liquidated damages, which may be incurred by the Contractor pursuant to this paragraph. 2 -15 Force Majeure The Contractor's or City's failure to perform any of its obligations under this contract shall be excused if due to causes beyond the control and without the fault or negligence of the Contractor or City, respectively, including, but not restricted to, acts of God, acts of public enemy, acts of any government, fire, floods, epidemics, and strikes. 2 -16 Patents, Copyrights and Rights in Data Any patentable result or material suitable for copyright arising out of this contract shall be owned by and made available to the City for public use, unless the City shall, in a specific case where it is legally permissible, determine that it is in the public interest that it not be so owned or available. The Contractor agrees that the ownership of any plans, drawings, designs, specifications, computer programs, technical reports, operating manuals, calculations, notes and other work submitted or which is specified to be delivered under this contract, whether or not complete (referred to in this subsection as "Subject Data "), shall be City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 16 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • vested in the City or such other local, state or federal agency, if any, as may be provided by separate contract with the City. All such Subject Data furnished by the Contractor pursuant to this contract, other than documents exclusively for internal use by the City, shall carry such notations on the front cover or a title page (or in such case of maps, in the same block) as may be requested by the City. The Contractor shall also place their endorsement on all Subject Data furnished by them. All such identification details shall be subject to approval by the City prior to printing. The Contractor shall ensure that substantially the foregoing paragraphs are included in each subcontract for the work on the project. 2 -17 Patents and Royalties The costs involved in license fees, royalties or in defending claims for any patented invention, article, process or method that may be used in or connected with the work under this contract or with the use of complete work by the City, shall be paid by the Contractor. The Contractor and the Contractor's sureties shall, at their own cost, defend, indemnify and hold the City, together with its officers and employees, harmless against any and all demands made for such fees, royalties or claims brought or made by the holder of any invention or patent. Before final payment is made on the account of this contract, the Contractor shall, if requested by the City, furnish acceptable proof of a proper release of the City, its officers, agents and employees from all such fees or claims. Should the Contractor, its agent, servants or employees, or any of them be enjoined from furnishing or using any invention, article, material, computer programs or equipment supplied or required to be supplied or used under the contract, the Contractor shall promptly substitute other articles, materials, computer programs or equipment in lieu thereof of equal efficiency, quality, finish, suitability and market value, and satisfactory in all respects to the City. 2 -18 Disagreements, Disputes, Claims, and Appeals If any disagreements occur with anything required in a change order, another written order, or an oral order from the Project Engineer, including any direction, instruction, interpretation, or determination by the Project Engineer, the Contractor shall follow the procedures outlined in Standard Specification Sections 1 -04.5 and 1- 09.11, which are incorporated by this reference. By failing to follow the procedures of Sections 1 -04.5 and 1- 09.11, the Contractor completely waives any claims for protested Work. Any claims or causes of action shall be brought only in the Superior Court for King County, Washington. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 17 RFB # 17 -001 RFB Ver. 4 -16 January 2017 2 -19 Recycled Products The Contractor shall use recycled paper for proposals and for any printed or photocopied material created pursuant to a contract with the City whenever practicable and use both sides of paper sheets for reports submitted to the City whenever practicable. In the event this RFB covers the sale of product to the City that is capable of containing recycled materials, Contractor is hereby advised that the City intends to procure products with recycled content, pursuant to the recycled content notice delivered with these bid documents. Contractor shall certify the percentage of recycled content and products sold to the City, including a percentage of post- consumer waste that is in the product. This certification is required to be in the form of a label on the product or a statement by the Contractor attached to the bid documents. The certification on multi - component or multi - material products shall verify the percentage and type of post - consumer waste and recycled content by volume contained in the major constituents of the product. The Contractor agrees to grant the City, as a procuring agency, permission to verify the certification of recycled content by review of the bidder's or manufacturer's records as a condition of any bid award, in the event of a bidder's protest, or other challenge to the bid accepted. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 18 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • • Attachment A NO BID RESPONSE FORM When submitting a "No Bid ", mail this completed form to City of Federal Way, Public Works Department, 33325 Eighth Avenue South, Federal Way, WA 98003. Be sure the form is in a sealed envelope with the bid number and bid title indicated on the outside of the envelope. The form must be received by the date and time specified for the bid opening as indicated in Section 1 -1. Failure to return this form if not submitting a formal bid, may result in your firm being removed from the City's master bidder's mailing list. Bid Number: RFB No. 17 -001 Bid Title: S 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) u Cannot comply with specifications. ❑ Cannot meet delivery requirement. ❑ Do not regularly manufacture or sell the type of commodity involved. u Other (please specify). Explanation of reason(s) checked: Check one of the following: ❑ WE DO ❑ WE DO NOT desire to be retained on the mailing list for future procurements of this commodity. Firm Name: Address: Phone: Signature Name (Type or Print) Date Title City of Federal Way South 356`x' Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 19 RFB # 17 -001 RFB Ver. 4 -16 January 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 20 RFB # 17 -001 RFB Ver. 4 -16 January 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Seal • • • Attachment B BID FORM CITY OF FEDERAL WAY S 356T" STREET IMPROVEMENTS (PACIFIC HWY S TO ENCHANTED PARKWAY S) SCI INFRASTRUCTURE, LLC Bidder: Date: ' ti 1 ITEM BID AMOUNT A) Schedule A Roadway Improvements $ 361 S63 , 2. $ 2, 0 5, B — $ ZB, /c / "- $ 313/90/ ' B) Schedule B Lakehaven Water and Sewer Washington State Sales Tax TOTAL SCHEDULE B C) Schedule C Puget Sound Energy Undergrounding $ Z9/ 9 /3 D) Schedule D Comcast Undergrounding $ 7/ 921 8f TOTAL BID AMOUNT (including Washington State sales tax, all other government taxes, assessments and charges) $ p? A4q iv ■� i To City Council Members • City of Federal Way 33325 Eighth Ave South Federal Way, Washington 98003 • Pursuant to and in compliance with your advertisement for bids for construction of S 356th Street Improvements (Pacific Hwy S to Enchanted Parkway 5), 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 S 356t`' Street Improvements (Pacific Hwy S to Enchanted Parkway S), and hereby proposes to furnish all labor, materials and perform all work as required in strict accordance with the contract documents, for the above - referenced amount, inclusive of Washington State sales tax and all other government taxes, assessments and charges as required by law. The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (5 %) of the total amount bid is attached hereto, which it is agreed shall be collected and retained by the City as liquidated damages in the event this bid is accepted by the City within forty-five (45) calendar days after the day of the bid opening and the undersigned fails to execute the S 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Public Works Contract and to provide the required certificate of insurance to the City, under the conditions thereof, within ten (10) calendar days after the Notice of Award; otherwise said Bid Security will be returned to the undersigned. Bond or Certified Check Q ON 9 Dollars($ 5� D ) The Bidder shall complete this entire Bid Form or this bid may be considered non - responsive. The City may correct obvious mathematical errors. City of Federal Way South 356`x' Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 21 RFB ft 17 -001 RFB Ver. 4 -16 January 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • • • 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. Receipt of the following Addendums is hereby acknowledged: Addendum No. 1 Date Issued: 0 (-0 9 --11 Addendum No. 2- Date Issued: 0 1-19 --1, 7 Addendum No. Date Issued: �� ( c�MPnr�Y I INFRASTRUCTURE, LLC /,�giL1— Corporation/ Firm Name De %te Two)) hl � �Kgl�1Y C,CttiParr� SCI Nit-4 y'4JA Bidder's State License No. Signature 602 x-O, +--557 Bidder's State Tax No. Title ('itv of Federal Way South 356`h Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 22 RFB '-' 17 -001 RFB e'er 4 -16 January 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • • • Attachment C BID SCHEDULE CITY OF FEDERAL WAY S 356th Street Improvements Pacific Hwy S to Enchanted Parkway S SCHEDULE A - ROADWAY IMPROVEMENTS All unit prices in Bid Schedule A shall include applicable sales tax. ITEM NO. ITEM DESCRIPTION UNIT APPROX. QUANTITY UNIT PRICE DOLLARS CENTS AMOUNT DOLLARS CENTS Al Unexpected Site Changes EST 1 $ 25 000.00 $ 25.000 00 A2 Construction Surveying LS 1 3giOAD- 3B,Dflo- A3 As -Built Survey and Record Drawings LS 1 /2,1)0.0- 12/ ODli r A4 SPCC Plan LS 1 850- 950 A5 Type B Progress Schedule (Min. Bid $5,000) LS 1 L,500 - 6,540 A6 Mobilization LS 1 ; /5.. 2J1 $ 000 — A7 Field Office Building LS 1 34, PO— 34- I WO .- A8 Traffic Control Supervisor LS 1 64 00 4,6 MO '-" A9 Off -Duty Uniformed Police Officer EST 1 $ 5.000 00 $ 5.000 00 A10 Flaggers and Spotters HR 3,600 SZ / g 7 2 00 A11 Other Traffic Control Labor HR 2.400 52-- / 2¢ gal �' Al 2 Other Temporary Traffic Control LS 1 2.5, DO- 25- OOP-- Al 3 Construction Signs Class A SF 200 2 -.'''. YON '— A14 Sequential Arrow Sign HR 1,200 2, 5"d- 3,000 A15 Portable Changeable Message Sign HR 7.200 4- - 28,$06 — A16 Business Access Sign EA 6 46d - 2� 4-1Q —' A17 Clearing and Grubbing LS 1 444 AMA-- 414 l(/ A18 Timber Processing LS 1 750 — l ? 506 A19 Roadside Cleanup EST 1 $ 5 000.00 $ 5 000 00 A20 Removal of Structures and Obstructions, Schedule A LS 1 h2/ pa ZZ YUO �-- A21 Sawcuttng SF 4,200 / %� /1 /7-D A22 Remove Existing Catch Basin EA 8 446 — 3, 20 P A23 Remove Exsting Storm Sewer Pipe LL 440 / S� g 5j Bo — A24 Remove Fence LF 820 31 r 3, e-15- A25 Gravel Borrow Incl. Haul TN 7,200 /9 -- / 36. .r 8Q0 City of Federal Way South 356th Street Improvements 23 RFB # 17 -001 January . 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • SCHEDULE A - ROADWAY IMPROVEMENTS All unit prices in Bid Schedule A shall include applicable sales tax. ITEM NO. ITEM DESCRIPTION UNIT APPROX. QUANTITY UNIT PRICE DOLLARS CENTS AMOUNT DOLLARS CENTS A26 Gravel Borrow for Trench Backfill Incl. Haul TN 1.810 /4' -- Z8 . 96O — A27 Roadway Excavation Incl Haul CY 2500 25= 42! Sat A28 Unsuitable Foundation Excavation Incl. Haul CY 560 Z.2 1202O-- A29 Structure Excavation Class B Ind Haul for Undergrounding of Overhead Utilities CY 1 060 36 5l 38/6 /O '' A30 Structure Excavation Class B Inca Haul for Structural Earth Walls CY 1,300 25"-- 3Z, 5aD -- A31 Shoring or Extra Excavation Class B SF 19,200 — - SD // &DO -- A32 Shoring or Extra Excavation for Structural Earth Walls LS 1 cal 000— 50 1 000 A33 Controlled Density Fill CY 50 120 — Cpt O0t '— A34 Crushed Surfacing Base Course TON 3,510 /19.-- 65 /60 "— A35 Temporary Pavement TON 200 ZD — 4, 000— A36 HMA Cl. 1/2" PG 64 -22 TON 3,080 67— 206, 3 6o -- A37 HMA for Preleveling Cl. 1/2" PG 64 -22 TON 235 7z— /4, 92O — A38 HMA Cl. 1" PG 64 -22 TON 1,950 47 75- / 32/ //252 A39 Commercial HMA PG 64-22 TON 140 1 Z5 1 7 5-60 — A40 Planing Bituminous Pavement SY 4,890 2�� 1/, 73k — A41 Cement Conc. Pavement CY 80 QO — 4 B/ otm -- A42 Structural Earth Wall SF 7.160 2 — 17/, 8O A43 Modular Block Wall SF 830 24- — it', 924 A44 Backfill for Structural Earth Wall Incl Haul CY 2,260 25-- 54, Sov A45 Shaft - 30 Inch Diameter LF 415 '75-- 3 Iii, 2.5 A46 Furnishing Soldier Pile - W14x48 Wide Flange Beams LF 465 .g----- /// `Z 5 - A47 Timber Lagging SF 870 2 4. ---' 2.Z (.2 — A48 Prefabricated Drainage Mat SY 50 / 5 .-7 co •-- A49 Concrete Fascia Panel SF 870 'SQ s 7 g/ 3 9 r A50 Removing Soldier Pile Shaft Obstructions EST 1 $ 10.000.00 $ 10 000.00 A51 Reconnect Existing Misc. Drainage EST 1 $ 5 000.00 $ 5.000 00 A52 Dram Pipe, 6 ;n. Dom. LI 1C0 9 0 t 3 DOO --' 1 A53 Ductile Iron Storm Sewer Pipe 12 In. Diam. LF 250 45--- //2 40 -- A54 Class IV Rent Conc. Storm Sewer Pipe 12 In Diam LF 1 575 50 — 7 9 . City of Federal Way South 356th Street Improvements 24 RFB # 17 -001 January . 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • SCHEDULE A - ROADWAY IMPROVEMENTS All unit prices in Bid Schedule A shall include applicable sales tax. ITEM NO. ITEM DESCRIPTION UNIT APPROX. QUANTITY UNIT PRICE DOLLARS CENTS AMOUNT DOLLARS CENTS A55 Class IV Reinf Conc Storm Sewer Pipe 18 In Diam. LF 485 '75-- 3 L13 7 A56 Class IV Reinf Conc Storm Sewer Pipe 24 In Diam LF 25 (I D — 2 75o — i A57 Catch Basin Type 1 EA 17 / 2 2.5.--- / 2 D, B74 — A58 Catch Basin Type 1L EA 6 / 3 2 S 7 950 '-' A59 Catch Basin Type 2, 48 In. Diam EA 13 2.3-50 ^ 333/ 50 A60 Catch Basin Type 2, 60 In Diam. with Flow Restnctor EA 1 6.17 CO -- f. 11 St' '--' A61 Adjust Existing Storm Drainage Structure EA 13 45-49 .-- 59 56 A62 Connection to Existing Drainage Structure EA 6 500 — 3, 0 D A63 Install Solid Cover on Existing Structure EA 3 90 — C 2, 6Sa A64 Reconstruct Drainage Structure EA 2 2, 41 DV— 4, t1)6' *- A65 Relocate Existing Stormwater Treatment Vault EA 1 !D Dm-- /13 j AO 69 -- A66 Stormwater Detention Pond LS 1 Way to 00 -- 74 coo - A67 Catch Basin Insert for Oil Control EA 1 2 5D ^ 27 0 A68 Stormwater Media Filter EA 4 / 9 7 1 _ #7 /1 .06 A69 Modular Wetland System Linear 4 X 13 EA 1 i 4/ 2.7 `j - 4,2 ^' A70 Modular Wetland System Linear 4 X 17 EA 1 10 J DDQ / ,b >' ODD- A71 Erosion Control and Water Pollution Prevention LS 1 2.-c4000'- 2.4160 A72 Seeding, Fertilizing and Mulching SY 2.200 /• 2 2, 75D '' A73 Topsoil Type A CY 485 33 5b ! Li 2'17 Sp- A74 Bark Mulch CY 55 4� 52- 2947 A75 PSIPE. Acer Saccharum'Green Mountain' / Green Mountain Maple, 2 1/2" Cal , 12' -14' Ht. EA 20 �G� -- / 2 DO' A76 PSIPE, Tilia Tomentosa 'PNI 6051' / Green Mountain Linden, 2 1/2" Cal , 12' -14' Ht. EA 36 444 ^� 5.60 A77 PSIPE, Fraxinus latifolia / Oregon Ash. 5 Gal Cont. EA 18 4!D -- 7 3 Ss D - A78 PSIPE, Acer circunatum / Vine Maple. 5 Gal Cont. EA 21 2>5 – � 5j 27 .^ A79 PSIPE. Pseudotsuga menziesii / Douglas fir, 5 Gal Cont. EA 21 Z 3 4. 85 A80 PSIPE, Symphoricarpus albus / Snowberry, 1 Gal Cont. EA 235 8 25- / g 3$ 71- A31 PSIPE, Iris tenax / Oregon Iris, 1 Gal. Cont. EA 430 g 2S 3 5'47 SD A82 PSIPE. Deschampsia cespitosa / Tufted Hair Grass. 1 Gal. Cont. EA 980 9 22 9o45- ''.- A83 Sod Installation SY 1 605 5- (2/ got City of Federal Way South 356th Street Improvements 25 RFB # 17 -001 January , 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • • • SCHEDULE A - ROADWAY IMPROVEMENTS All unit prices in Bid Schedule A shall include applicable sales tax. ITEM A ITEM DESCRIPTION U UNIT Q APPROX. U UNIT PRICE A AMOUNT A84 W Water Quality Grass Seed Mix S SY 8 830 3 3/- 2 2 5-73 - A85 A Automatic Irrigation System Complete L LS 1 1 6 6. 2, 00 e — 6 6 Z1 0D 6 A86 L Lakehaven Utility District Connection Fee E EST 1 1 $ $ 11,000 00 $ $ 11 000.00 A87 I Integral Curb S SF 2 240 4 4 — / //j 5Z0 — A88 E Extruded Curb. Type 6 L LF 4 40 2 2 5--- / // OM "— A89 C Cement Conc Traffic Curb and Gutter L LF 3 3,770 / / 2. 1S" 4 44 936 A90 R Reinforced Cement Conc. Traffic Curb & Gutter L LF 1 170 2 2 8 - T Tj 76 — A91 C Cement Conc Pavement Approach 3 -Day S SY 9 910 6 60 — 5 5-4, 600 A92 R Reinforced Cement Conc. Industrial Pavement Approach, 3 -Day S SY 2 250 9 90 - 2 22., Soo — A93 R Raised Pavement Markers. Type 2 H HUN 4 4 4 44° ' 1 1, 74J— A94 B Beam Guardrail Type 1 L LF 2 210 4 46- / / 2 t b A95 B Black Vinyl Coated Chain Link Fence - 4 Ft. L LF 2 2.230 2 22. 0 6 611 (7 S- A96 R Retrofit Black Vinyl Coated Chain Link Fence Top Rail L LF 6 680 g g - S SLQ — A97 D Double 20 Ft Chain Link Gate E EA 2 2 / / 7 - 2 2' L 0o A98 S Single 6 Ft. Chain Link Gate E EA 1 1 & &Da' A99 R Remove and Reset Chain Link Fence L LF 4 420 3 3 D — / / 2, 4 e' ^- A100 R Remove and Reset Chain Link Gate E EA 1 1 K KS. ( (SS''.—. A101 A Adjust Monument Case and Cover E EA 4 4 5 5-00- Z ZI 00C ' A102 T Thickened Edge Sidewalk L LF 1 1.170 4 49 - s s7, 13o — A103 C Cement Conc Sidewalk S SY 3 3,000 Z Z,58r 7 77 550 — A104 C Cement Conc Single Direction Curb Ramp E EA 2 2 / /860 ' 3 3 `t a — A105 Q Quarry Spalls C CY 3 3 / / 00 �- % %�QD A106 R Relocate Mailbox E EA 1 1 t tj'j) -- 1 1 SD "— A107 I Illumination System, Complete L LS 1 1 / / 2 S Olt — / /2. 0, --� A108 T Traffic Signal System Modifications at S 356th St & Pacific L LS 1 1 / / 3 ova- / /3,0•90 — A109 I Interconnect System, Complete L LS 1 1 2 221 oDo- 2 22, D00• A110 M Modification of Existing Private Luminaire CondudNViring E EST 1 1 S S 5,000.00 S S 5,000 00 A111 P Permanent Signing L LS 1 1 4 4 no-- - -df, Soo — A112 P Plastic Stop Line Type A L LF 1 13 Z - 4 41b- City of Federal Way South 356th Street Improvements 26 RFB # 17 -001 January . 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • • • SCHEDULE A - ROADWAY IMPROVEMENTS All unit prices in Bid Schedule A shall include applicable sales tax. ITEM NO. ITEM DESCRIPTION UNIT APPROX. QUANTITY UNIT PRICE DOLLARS CENTS AMOUNT DOLLARS CENTS A113 Profiled Plastic Line Type D LF 16.600 / CO 2 1, 57po — A114 Profiled Plastic Wide Line Type D LF 500 4•1 ZS 3 2S'— 1 A115 Profiled Plastic Dotted Wide Line Type D LF 140 te• Z) S 75_ A116 Paint Bicycle Lane Symbol Type A EA 9 Uhl — 7 Zb A117 Plastic Traffic Arrow Type A EA 15 / 30 --- !9 5-4 d / A118 Temporary Paint Stripe LF 12,000 -- . 2 5.--- 3/ i 3 -- A119 Resolution of Utility Conflicts EST 1 $ 20.000 00 $ 20 000 00 A120 Potholing EST 1 $ 10 000.00 $ 10.000 00 A121 Pitrun Sand CY 250 -3 j -- gtod — J A122 Excavation for Retraining PSE Conduit EST 1 $ 5.000 00 $ 5.000 00 TOTAL SCHEDULE A (bid items include sales tax) ,,� // c"--7. .3 - ,Z (— $ 316/ c, City of Federal Way RFB # 17 -001 South 356th Street Improvements 27 January. 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • • • Attachment C BID SCHEDULE CITY OF FEDERAL WAY S 356th Street Improvements Pacific Hwy S to Enchanted Parkway S SCHEDULE B - LAKEHAVEN WATER AND SEWER All unit prices in Bid Schedule B shall not include applicable sales tax. ITEM NO. SPEC SECTION ITEM DESCRIPTION UNIT APPROX. QUANTITY UNIT PRICE DOLLARS CENTS AMOUNT DOLLARS CENTS B1 1 -10 Flaggers and Spotters HRS 320 51-- / d, 440-- B2 2 -02 Removal of Structures and Obstructions, Schedule B LS 1 Mt 000 — / 0, Doe — B3 2 -02 Remove AC Water Main LF 1,030 35-- 34 050 — B4 2 -02 Remove Ductile Iron /Cast Iron Water Main LF 140 2 0 -- 2.600 " B5 2 -02 Remove Existing Gate Valve EA 6 460 - 2-, 4-O6- 136 2 -02 Remove Existing Hydrant Assembly EA 2 300— COO — B7 2 -02 Remove Existing Water Service Connection EA 4 3 OO - 1, 2 DQ B8 2 -09 Structure Excavation Class B Incl. Haul for Schedule B CY 910 16 - / OP — B9 2 -09 Shoring or Extra Excavation Cl. B for Water Main SF 6,610 /• 50 9, 9 /5- 1310 5 -04 Temporary Pavement TN 40 30 - !I 2DO — B11 7 -09 Ductile Iron Pipe for Water Main 8 In. Diam. LF 1,350 SZ• 50 7b, $75- B12 7 -09 Additional Cast Iron Fittings LB 1,000 375' 3i 750 - B13 7 -09 Connect to Existing Water Main 8 In. Diam. EA 5 19 SD — 9 750 — B14 7 -09 Removal and Replacement of Unsuitable Foundation Material CY 70 4g - 31 360 B15 7 -09 Gravel Base For Trench Backfill CY 850 30 - 25, 560 B16 7 -09 Concrete for Thrust Blocking CY 10 l 5 0- % 5O0 -- B17 7 -09 Trench Safety System LS 1 4 DQ1 - ¢ DDO -- B18 7 -10 Construction Sequencing and Temporary Water Service LS 1 / _/ 5d0 - 14 .5 D — B19 7 -12 Gate Valve, 8 In. EA 10 /, es-D— l f) 560 B20 7 -14 Hydrant Assembly, 6 In. EA 4 412-75"-- / 7 I DO B21 7 -15 Service Connection 5/8 x 3/4 In. Setter (2 In Service Pipe) EA 1 2,400- 2,4-0P- B22 7 -15 Service Connection 1 In. Setter (2 In. Service Pipe) EA 2 3 l D0 " 6 , 200 — B23 7 -15 Service Connection 2 In. Setter (2 In. Service Pipe) ` EA 1 3, OOP- 3, Oat B24 7 -15 Customer Supply Line LF 10 7• — 700 — B25 8 -01 Seeding, Fertilizing and Mulching SY 200 / • 25- 256 - City of Federal Way South 356th Street Improvements 28 RFB # 17 -001 January, 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal All unit prices in Bid Schedule B shall not include applicable sales tax. ITEM NO. SPEC SECTION ITEM DESCRIPTION UNIT APPROX. QUANTITY UNIT PRICE DOLLARS CENTS AMOUNT DOLLARS CENTS B26 8 -02 Topsoil Type A CY 15 5-0 " 7S0 -- B27 8 -31 Resolution of Utility Conflict EST 1 $ 5,000.00 $ 5,000.00 828 8 -31 Potholing EST 1 $ 3,000.00 $ 3,000.00 B29 8 -35 Adjust Existing Sewer Manhole to Grade EA 2 429Q— 000 B30 8 -35 Reconstruct Manhole EA 3 1500- 4)-541) -- B31 1 -04 Unexpected Site Changes EST 1 J $ 5,000.00 $ 5,000.00 • • • SCHEDULE B - LAKEHAVEN WATER AND SEWER BID SCHEDULE B SUBTOTAL $ cgs too 2 /G1 SALES TAX (9.5%) $ TOTAL SCHEDULE B $ 3231901- City of Federal Way RFB # 17 -001 South 356th Street Improvements 29 January, 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • • • Attachment C BID SCHEDULE CITY OF FEDERAL WAY S 356th Street Improvements Pacific Hwy S to Enchanted Parkway S SCHEDULE C - PUGET SOUND ENERGY UNDERGROUNDING All unit prices in Bid Schedule C shall include applicable sales tax. ITEM NO. ITEM DESCRIPTION UNIT APPROX. QUANTITY UNIT PRICE DOLLARS CENTS AMOUNT DOLLARS CENTS 01 Install Conduit 2 In. LF 420 3 i- � /141'1. C2 Install Conduit 0 if72- .. //�/64— C4 Install PSE Junction :. 7C- C5 1� Soa C6 Install PSE .. bST-- ,3V- 36d-- Unexpected Site Changes 0000 $ 5 000 00 TOTAL SCHEDULE C (bid items include sales tax) n� $ `J) i / 3 City of Federal Way RFB # 17 -001 South 356th Street Improvements 30 January, 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • • • Attachment C BID SCHEDULE CITY OF FEDERAL WAY S 356th Street Improvements Pacific Hwy S to Enchanted Parkway S SCHEDULE D - COMCAST UNDERGROUNDING All unit prices in Bid Schedule D shall include applicable sales tax. ITEM NO. ITEM DESCRIPTION UNIT APPROX. QUANTITY UNIT PRICE DOLLARS CENTS AMOUNT DOLLARS CENTS 01 Install Conduit 2 In. LF 263 7, r )/ r ii D2 Install Conduit 4In. LF 1357 G S . '' g D3 Install Vault SGLB 2436 EA 1 9 75 97r- D4 Unexpected Site Changes EST 1 S 2 500 00 $ 2 500 00 TOTAL SCHEDULED (bid items include sales tax) q 921 $f $ City of Federal Way RFB # 17 -001 South 356th Street Improvements 31 January, 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com Always Verify Scal • • • City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 32 RFB # 17 -001 RFB Ver. 4 -16 January 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • Attachment D BID SIGNATURE PAGE Date: D1 --1 "7 The undersigned bidder hereby proposes and agrees to deliver the equipment and /or services pursuant to the South 356`h Street Improvements (Pacific Hwy 5 to Enchanted Parkway S) and comply with all other terms and conditions of the contract and bid documents of RFB No. 17 -001. No bidder may withdraw his /her bid for a period of ninety (90) days after the day of bid opening. The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (5 %) of the total amount will be delivered to the City. The undersigned individual represents and warrants that he or she is dully authorized to execute the bid and all bid documents on behalf of any partnership, joint venture or corporation. t4110-1? L117 compirwf SCI INFRASTRUCTURE, LLC Corporation /Pa1ti.CIsl lip/Ii IJiv;dudl- Company • (Delete Two) By: • (Signature) ( Printed Name) Its: M M l A J fci'W (Title) Z£ZS S S-7 (Address) z -aC -3 (Telephone Number) City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 33 RFB # 17 -001 RFB Ver. 4 -16 January 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • • • City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 34 RFB # 17 -001 RFB Ver. 4 -16 January 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • • Attachment E BID BOND FORM Herewith find deposit in the form of a certified check, cashiers check, cash, or bid bond in the amount of $ , which amount is not less than five percent (5 %) of the total bid. BID BOND KNOW ALL PERSONS BY THESE PRESENTS that we, SCI Infrastructure, LLC as Principal, and North American Specialty Insurance Company , as Surety, are held and firmly bound unto the City of Federal Way, as Obligee, in the penal sum of Five Percent of Total Bid Amount and 00 /100 dollars ($ 5% of Total bid Amt. ), for the payment of which the Principal and the Surety bond themselves, their heirs and executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for: South 356th Street Improvements (Pacific Hwy South to Enchanted Parkway 5) According to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise, it shall be, and remain in full force and effect, and the Surety shall forthwith pay and forfeit to the Obligee as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS 26th DAY OF January , 20 17 SCI Infrast uc , LLC Principal merican Specialty Insurance company ...cC, �jurfty Joanne Reinkensmeyer, Attorney -in -Fact , / e;'•. -; . i C, 0 ",I, M2 Date: , 20_. ° - rn Received return of deposit in the sum of $ City of Federal Way South 356th Street Improvements (Pacific Hwy S to Rnchanted Parkway S) Page 35 RFB # 17 -001 RFB Ver 4 -16 January 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: THOMAS P. HENTSCHELL, BRADLEY A. ROBERTS, JULIE, A. CRAKER, KAREN J. SMITH and JOANNE REINKENSMEYER JOINTLY OR SEVERALLY Its true and lawful Attorney(s) -in -Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9`s of May, 2012: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." By Steven P. Anderson, Senior Vice President of Washington International Insurance Company & Senior Vice President of North American Specialty Insurance Company Michael A. itto, Senior Vice President of Washing�International Insurance Company & Senior Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 1st day of May , 2015 State of Illinois County of Cook ss: North American Specialty Insurance Company Washington International Insurance Company On this 1st day of May , 2015 , before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Michael A. Ito Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly swom, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OFFICIAL SEAL M KENNY NOTARY PUBLIC. STATE OF ILLINOIS MY COMMISSION EXPIRES 12/04/2017 M. Kenny, Notary Public I, Jeffrey Goldberg • the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect. r • IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this' "� day of L�� (�' : *CA� • J t1J; c-s Jeffrey Goldberg, Vice President & AssistantSe0t taryR6 +•. Washington International Insurance Company & Nfit y6• Alne"44 Specialty curance Company / 1. • • • City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 36 RFB # 17 -001 RFB Ver. 4 -16 January 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • Attachment F SUBCONTRACTOR LIST Prepared in Compliance with RCW 39.30.060 South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Failure to list subcontractors who are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW, or identify the bidder for the work will result in your bid being non- responsive and therefore void. Subcontractors that are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW, must be named below, or name the bidder for the work. The bidder verifies that each first tier subcontractor, and every subcontractor of any tier that hires other subcontractors, has a current certificate of registration in compliance with chapter 18.27 RCW; a current Washington Unified Business Identifier (UBI) number; has Industrial Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW, if applicable; has a Washington Employment Security Department number, as required in Title 50 RCW, if applicable; has a Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW, if applicable; has an electrical contractor license, if required by Chapter 19.28 RCW, if applicable; has an elevator contractor license, if required by Chapter 70.87 RCW. The following listed bid items (listed in numerical sequence) for this project have been proposed for subcontracting to subcontractors as indicated. SUBCONTRACTOR NAME ITEM NUMBERS ESTIMATED AMOUNT WMBE QUALIFIED? (Y /N) 4?-1- V Ac- C, N-` P- pt vrw� t '�j t % — '$ O boa ---• kt 1 lD-1 -- %k O / et; 000 - kl.4 4ifnix,t/ Y/c.i., (; S'F ri-ss City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 37 RFB # 17 -001 RFB Ver. 4 -16 January 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • • City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 38 RFB # 17 -001 RFB Ver. 4 -16 January 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • Attachment G City of Federal Way COMBINED AFFIDAVIT AND CERTIFICATION FORM Non - Collusion, Anti - Trust, Prevailing Wage (Non - Federal Aid), Debarment, Eligibility, and Certification of Lawful Employment NON - COLLUSION AFFIDAVIT Being first duly sworn, deposes and says, that he /she is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself /herself or to any other person any advantage over other Bidder or Bidders; and NOTICE TO ALL BIDDERS ON PROJECTS INVOLVING THE U.S. DEPARTMENT OF TRANSPORTATION (USDOT) To report bid rigging activities call: 1- 800 - 424 -9071 The U.S. Department of Transportation (USDOT) operates the above toll -free hotline Monday through Friday, 8:00 a.m. to 5:00 p.m., Eastern Time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the hotline to report such activities. The hotline is part of USDOTs continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected; and CERTIFICATION RE: ASSIGNMENT OF ANTI -TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice, overcharges resulting from anti -trust violations are, in fact, usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from anti -trust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception; and PREVAILING WAGE AFFADAVIT I, the undersigned, having duly sworn, deposed say and certify that in connection with the performance of the work of this project, will pay each classification of laborer, workperson, or mechanic employed in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have City of Federal Way South 356'h Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 39 RFB # 17 -001 RFB e'er. 4 -16 January 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • read the above and forgoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief; and DEBARMENT AFFIDAVIT I certify that, except as noted below, the firm, association or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past three (3) years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past three (3) years. AFFIDAVIT OF ELIGIBILITY The Contractor certifies that it is properly licensed and registered under the laws of the State of Washington and has not been determined to have been in violation of RCW 50.12.070(1)(b), RCW 51.16.070(1)(b), or RCW 82.32.070(2) within the last two years. The Contractor further certifies that it has not been determined, within the last one year, to have committed any combination of two of the following violations or infractions within a five -year period: (1) Violated RCW 51.48.020(1) or 51.48.103; or (2) Committed an infraction or violation under chapter 18.27 RCW. CERTIFICATION OF LAWFUL EMPLOYMENT The contractor hereby certifies that it has complied with all provisions of the Immigration and Nationality Act, now or as herein after amended, 8 USC Section 1101 et. seq., and that all employees, including subcontractor employees, are lawfully permitted to perform work in the United States as provided in this agreement with the City of Federal Way. FOR: Non - Collusion Affidavit, Assignment of Anti -Trust Claims to Purchaser, Prevailing Wage Affidavit, Debarment Affidavit, Affidavit Of Eligibility, and Certification of Lawful Employment. South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) INFRASTRUCTURE, LLB' Name idder'sfirm Signature of Authorized Representative of Bidder Subscribed and sworn to before me Tr`f . - �%0`�� J EN ''1, 49,c /1., ati• 'C0M Zi!tl)V .a2 —.�n -•1 c O . •y'. (printed /typed name of notary) Notary Public in and for the State of Washington My commission expires: OT —7-413 City of Federal Way South 356'1' Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 40 RFB 17 -001 RFB e'er 4 -16 January 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • Attachment H CONTRACTOR'S COMPLIANCE STATEMENT (President's Executive Order #11246) Date: 01-1-6 —I1 This statement relates to a proposal contract with the City of Federal Way named SOUTH 356T" STREET IMPROVEMENTS (PACIFIC HWY S TO ENCHANTED PARKWAY S) I am the undersigned bidder or prospective contractor. I represent that: I have, n 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. By: Its: '''"?ASTRUCTURE, =, Name of Bidder Signature M Zc3 - S 1S474 Sf S 9 Address City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 41 RFB # 17 -001 RFB Ver. 4 -16 January 2017 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal • APWA -WA Division 1 Committee rev. 1/8/2016 Proposal for Incorporating Recycled Materials into the Project In compliance with a new law that went into effect January 1, 2016 (SHB1695), the Bidder shall propose below, the total percent of construction aggregate and concrete materials to be incorporated into the Project that are recycled materials. Calculated percentages must be within the amounts allowed in Section 9- 03.21(1)E, Table on Maximum Allowable Percent (By Weight) of Recycled Material, of the Standard Specifications. Proposed total percentage: ecz. percent. Note: Use of recycled materials is highly encouraged within the limits shown above, but does not constitute a Bidder Preference, and will not affect the determination of award. unless two or more lowest responsive Bid totals are exactly equal. in which case proposed recycling percentages will be used as a tie - breaker, per the APWA GSP in Section 1 -03.1 of the Special Provisions. Regard less. the Bidder's stated proposed percentages will become a goal the Contractor should do its best to accomplish. Bidders will be required to report on recycled materials actually incorporated into the Project. in accordance with the APWA GSP in Section 1 -06.6 of the Special Provisions. Bidder: Signature of Authorized Official: Date: INFRASTRUCTURE, fib.`. p (- 2(d —i7 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal Department of Labor and Industries PO Box 44450 Olympia, WA 98504 -4450 S C I INFRASTRUCTURE LLC 2825 SOUTH 154TH STREET SEATAC WA 981882034 52 S C 1 INFRASTRUCTURE LLC Reg CC SCCiNL *993JA TUBI: 602- 094 -857 Registered as provided by Law as Construction Contractor (CC01) - GENERAL Effective Date_ 1 /2001 Expiration Date- 4/3/2018 RECEIVED AN0821116 00000010 - 10-062900- E00000175 Employment Security Department WASHINGTON STATE Tax Rate Notice 6290 SCI INFRASTRUCTURE LLC 2825 SOUTH 154TH ST SEATAC, WA 98188 -2034 ESD number: 000 - 148451 -00 -0 UBI number: 602 -094 -857 Mailing date: December 12, 2016 If you want us to review your tax rate, the law says you must send us a request in writing by January 11, 2017. Your tax rate for 2017 will be 5.72 %. Your new tax rate is the same as last year. Your tax rate is a regular taxable employer experience rate calculation. You pay tax on an employee's wages only up to the 2017 taxable wage base: 845,000 Unemployment Insurance (UI) tax rate based on experience UI social cost rate UI Trust Fund solvency surcharge UI limit deduction (This deduction reduces your rate to the maximum rate.) Subtotal of unemployment insurance rate Employment Administrative Fund (EAF) Total of the above tax rates 5.40% 0.30% 0.00% 0.00% 5.70% 0.02% 5.72% Your tax rate for 2017 is based on the following benefit charges and taxable wages. Experience Year 07/01/15 - 06/30/16 07/01/14 - 06/30/15 07/01/13 - 06/30/14 07/01/12 - 06/30/13 Benefit Charges* $288,509.41 $223,274.09 $188,685.80 $136,124.92 Taxable Wages ** $3,759,467.84 $3,458,358.11 $3,355,396.11 $2,748,956.08 Total $836,594.22 $13,322,178.14 = 0.062797 Benefit Charges divided by Taxable Wages equals Benefit Ratio Based on your benefit ratio, you were assigned rate class 40. *Benefit charges are your share of unemployment benefits that we paid to your former employees. * *Taxable wages are the total amount of your employees' wages on which you paid taxes. Please contact us if we can assist you. To learn more about how your tax rate is determined, please visit esd.wa.gov/ta x- rates. For tax rate questions and corrections: Employment Security Department Experience Rating Unit P.O. Box 9046 Olympia, WA 98507 -9046 360 -902 -9670 360 - 902 -9202 fax ID 1028 (12/31/09) EMS 174 Tax rate notice For account questions: Employment Security Department AMC Olympia (Seattle) PO Box 9046 Olympia, WA 98507 -9046 855- 829 -9243 800 - 794 -7657 fax =ks ez STATE OF WASHINGTON SCI INFRASTRUCTURE, L.L.C. 2825 S 154TH ST SEATAC, WA 98188 LEGAL ENTITY REGISTRATION Domestic Limited Liability Company Renewed by Authority of Secretary of State By accepting this document the recipient certifies that information provided on the annual report was complete, true, and accurate to the best of his or her knowledge, and that the company will stay in compliance with all applicable Washington State regulations. Office of the Secretary of State Corporations Division Unified Business ID #: 602094857 Expiration: Jan -31 -2018 cretary of State UBI NO. 602094857 EXPIRATION Jan -31 -2018 SCI INFRASTRUCTURE, L.L.C. C/O MARK SCOCCOLO 2825 S 154TH ST SEATAC WA 98188 Please tear off this section and keep it with your records. Note: This is not a Washington business license. The expiration date indicates when you will need to renew your corporation, limited liability company or Massachusetts trust in Washington State. Please read the information printed on the back side of this document. For Business license information go to business.wa.govJBLS or 1- 800 - 451 -7985. • • Attachment 1 PUBLIC WORKS CONTRACT FOR SOUTH 356TH STREET IMPROVEMENTS (PACIFIC HWY S TO ENCHANTED PARKWAY S) THIS PUBLIC WORKS CONTRACT ( "Contract ") is dated effective this 2 Mkday of , 2017 and is made by and between the City of Federal Way, a Washington municipal corporation ( "City or Owner "), and SCI Infrastructure, LLC a Washington limited liability company ( "Contractor "). A. The City desires to retain an independent contractor to furnish all labor and materials necessary to perform work necessary to complete the South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) project in Federal Way, located at Federal Way, Washington ( "Property'); and B. The Contractor has the requisite skill and experience to perform such work. NOW, THEREFORE, the parties ( "Parties ") agree to the following terms and conditions: 1. SERVICES BY CONTRACTOR 1.1 Description of Work. Contractor shall perform all work and furnish all tools, materials, supplies, equipment, labor and other items incidental thereto necessary for the construction and completion of the work, more particularly described as the South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) project, including without limitation: new asphalt concrete pavement, curb, gutter, sidewalk and planters, drainage improvements, retaining walls, utility undergrounding, traffic signal modifications, illumination, landscaping and other work, ( "Work "), in accordance with and as described in the Contract Documents, which include without limitation, this Contract, Request for Bids, Bidder's Checklist, Instructions to Bidders, General Contractual Terms and Conditions, Bid Form, Bid Signature Page, Bid Bond, Combined Affidavit and Certification Form, Contractor's Compliance Statement, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Contractor's Retainage Agreement attached as Exhibit C, Retainage Bond to City of Federal Way attached as Exhibit D, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit E, Certificate(s) of Insurance Form attached hereto as Exhibit F, Performance / Payment Bond attached hereto as Exhibit G, Title VI Assurances attached hereto as Exhibit H, 2016 WSDOT / APWA Standard Specifications for Road, Bridge and Municipal Construction, Amendments to the Standard Specifications, contract Special Provisions, current Prevailing Wage Rates attached as Appendix A, Construction Storm Water General Permit attached as Appendix B, WSDOT Standard Plans attached as Appendix C, Federal Way Standard Details attached as Appendix D, Lakehaven Utility District Water Line Standards attached as Appendix E, Geotechnical Boring Logs attached as Appendix F, Asbestos Handling Documentation attached as Exhibit G, Temporary Water Bypass and Staging Plans attached as Appendix H, Puget Sound Energy Construction Standards attached as Exhibit I, and all other Appendices attached hereto and incorporated by this reference, (collectively the "Contract Documents "), which Work shall be completed to the City's City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 43 RFB # 17 -001 RFB Ver. 4 -16 January 2017 satisfaction, within the time period prescribed by the City and pursuant to the direction of the City Manager or his or her designee. 1.2 Completion Date. The Work shall be commenced within ten (10) days of receipt by the Contractor of the City's Notice to Proceed. The Work shall be completed within 150 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 Contract. Delays inconvenience the public and cost taxpayers undue sums of money, adding time needed for administration, inspection, and supervision. It is impractical for the City to calculate the actual cost of delays. Accordingly, the Contractor agrees to pay liquidated damages calculated on the following formula for its failure to complete this Contract on time: (1) To pay (according to the following formula) liquidated damages for each working day beyond the number of working days established for completion, and (2) To authorize the City to deduct these liquidated damages from any money due or coming due to the Contractor. LIQUIDATED DAMAGES FORMULA LD = 0.15C T Where: LD = Liquidated damages per working day (rounded to the nearest dollar). C = Original Contract amount. T = Original time for completion. When the Work is completed to the extent that the City has full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint, the City may determine the Work is complete. Liquidated damages will not be assessed for any days for which an extension of time is granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor from further obligations and liabilities to complete this entire Contract. 1.4 Performance Standard. Contractor shall perform the Work in a manner consistent with accepted practices for other properly licensed contractors. 1.5 Compliance with Laws. Contractor shall perform the Work in accordance with all applicable federal, state and City laws, including but not limited to all City ordinances, resolutions, standards or policies, as now existing or hereafter adopted or amended, and obtain all necessary permits and pay all permit, inspection or other fees, at its sole cost and expense. 1.6 Change Orders. The City may, at any time, without notice to sureties, order changes within the scope of the Work. Contractor agrees to fully perform any such alterations or City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 44 RFB # 17 -001 RFB Ver. 4 -16 January 2017 additions to the Work. All such change orders shall be in the form of the Contract Change Order Agreement attached hereto as Exhibit "B," which shall be signed by both the Contractor and the City, shall specifically state the change of the Work, the completion date for such changed Work, and any increase or decrease in the compensation to be paid to Contractor as a result of such change in the Work. Oral change orders shall not be binding upon the City unless confirmed in writing by the City. If any change hereunder causes an increases or decrease in the Contractor's cost of, or time required for, the performance or any part of the Work under this Contract, an equitable adjustment will be made and the Contract modified in writing accordingly. If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall, within five (5) days after receipt of a written change order from the City or after giving the written notice required above, as the case may be, submit to the City a written statement setting forth the general nature and monetary extent of such claim; provided the City, in its sole discretion, may extend such five (5) day submittal period upon request by the Contractor. The Contractor shall supply such supporting documents and analysis for the claims as the City may require to determine if the claims and costs have merit. No claim will be allowed for any costs incurred more than five (5) days before the Contractor gives written notice as required. No claim by the Contractor for an equitable adjustment hereunder will be allowed if asserted after final payment under this Contract. 1.7 Work and Materials Omitted. The Contractor shall, when directed in writing by the City, omit work, services and materials to be furnished under the Contract and the value of the omitted work and materials will be deducted from the Total Compensation and the delivery schedule will be reviewed if appropriate. The value of the omitted work, services and materials will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. 1.8 Utility Location. Contractor is responsible for locating any underground utilities affected by the Work and is deemed to be an excavator for purposes of Chapter 19.122 RCW, as amended. Contractor shall be responsible for compliance with Chapter 19.122 RCW, including utilization of the "one call" locator system before commencing any excavation activities. 1.9 Air Environment. Contractor shall fully cover any and all loads of loose construction materials including without limitation, sand, dirt, gravel, asphalt, excavated materials, construction debris, etc., to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City of Federal Way. 2. TERM This Contract shall commence on the effective date of this Contract and continue until the completion of the Work, which shall be no later than 150 working days to complete, and the expiration of all warranties contained in the Contract Documents ( "Term "). City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 45 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • 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. 4. COMPENSATION 4.1 Total Compensation. In consideration of the Contractor performing the Work, the City agrees to pay the Contractor an amount not to exceed Three Million Eight- Hundred Ninety Thousand Two - Hundred Ninety -Nine and 10/100 Dollars ($3,890,299.10), which amount shall constitute full and complete payment by the City ( "Total Compensation "). 4.2 Contractor Responsible for Taxes. The Contractor shall be solely responsible for the payment of any taxes imposed by any lawful jurisdiction as a result of the performance and payment of this Contract. 4.3 Nonpayment. The City shall have the right to withhold payment to the Contractor for any of the Work not completed in a satisfactory manner, in the City's sole discretion, which shall be withheld until such time as Contractor modifies or repairs the Work so that the Work is acceptable to the City. 4.4 Method of Payment. The basis of payment will be the actual quantities of work performed according to the contract and as specified for payment. Payments will be made for work and labor performed and materials furnished under the contract according to the price in the proposal unless otherwise provided. Partial payments will be made once each month, based on partial estimates prepared by the Engineer and signed by the Contractor. Failure to perform any obligation under this Contract may be adequate reason for the City to withhold payments until the obligation is performed. Upon completion of all work and after final inspection, the amount due the Contractor under the contract will be paid based upon the final estimate made by the Engineer and signed by the Contractor. Payment to the Contractor for partial estimates, final estimates, and retained percentages shall be subject to controlling laws. 4.5 Retainage. Pursuant to Chapter 60.28 RCW, five percent (5 %) of the Total Compensation shall be retained by the City to assure payment of Contractor's state sales tax as City of Federal Way South 356`h Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 46 RFB # 17 -001 RFB Ver. 4 -16 January 2017 well as payment of subcontractors, suppliers and laborers. Upon execution of this Contract, Contractor shall complete, execute and deliver to the City the Contractor Retainage Agreement attached hereto as Exhibit "C" or execute the Retainage Bond attached hereto as Exhibit "D." No payments shall be made by the City from the retained percentage fund ("Fund ") nor shall the City release any retained percentage escrow account to any person, until the City has received from the Department of Revenue a certificate that all taxes, increases, and penalties due from the Contractor and all taxes due and to become due with respect to the Contract have been paid in full or that they are, in the Department's opinion, readily collectible without 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. 5. EQUAL OPPORTUNITY EMPLOYER In all Contractor services, programs or activities, and all Contractor hiring and employment made possible by or resulting from this Contract, there shall be no discrimination by Contractor or by Contractor's employees, agents, subcontractors or representatives against any person because of sex, age (except minimum age and retirement provisions), race, color, creed, national origin, marital status or the presence of any disability, including sensory, mental or physical handicaps, unless based upon a bona fide occupational qualification in relationship to hiring and employment, advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. Contractor shall 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 OF INTEREST 6.1 It is the intention and understanding of the Parties that the Contractor shall be an independent contractor and that the City shall be neither liable nor obligated to pay Contractor sick leave, vacation pay or any other benefit of employment, nor to pay any social security or other tax which may arise as an incident of employment. The Contractor shall pay all income and other taxes due. Industrial or any other insurance that is purchased for the benefit of the City, regardless of whether such may provide a secondary or incidental benefit to the Contractor, shall not be deemed to convert this Agreement to an employment contract. It is recognized that Contractor may or will be performing professional services during the Term for other parties; provided, however, that such performance of other services shall not conflict with or interfere with Contractor's ability to perform the Services. Contractor agrees to resolve any such conflicts of interest in favor of the City. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 47 RFB # 17 -001 RFB Ver. 4 -16 January 2017 6.2 If the Contractor is a sole proprietorship or if this is a contract with an individual, the contractor agrees to notify the City and complete any required form if the Contractor retired under a State of Washington retirement system and agrees to indemnify any losses the City may sustain through the Contractor's failure to do so. 7. CITY'S RIGHT TO TERMINATE CONTRACT 7.1 Termination Without Cause. Prior to the expiration of the Term, this Contract may be terminated without cause upon oral or written notice delivered to Contractor from the City. Upon termination, all supplies, materials, labor and /or equipment furnished prior to such date shall, at the City's option, become its property. In the event Contractor is not in breach of any of the provisions of this Contract, Contractor will be paid for any portion of the Work which has been completed to the City's satisfaction, calculated by the percentage amount that portion of the Work completed and accepted by the City bears to the Total Compensation. 7.2 Termination For Cause. The City may immediately terminate this Contract, take possession of the Property and all materials thereon and finish the Work by whatever methods it may deem expedient, upon the occurrence of any one or more of the following events: (1) If the Contractor should be adjudged a bankrupt. (2) If the Contractor should make a general assignment for the benefit of its creditors. (3) If a receiver should be appointed on the account of insolvency of Contractor. (4) If Contractor should persistently or repeatedly refuse or fail to supply a sufficient number of properly skilled workmen or proper materials for completion of the Work. (5) If the Contractor should fail to complete the Work within the time specified in this Contract. (6) If the Contractor should fail to complete the Work in compliance with the plans and specifications, to the City's satisfaction. (7) If the Contractor should fail to make prompt payment to subcontractors or for material labor. (8) If Contractor should persistently disregard laws, ordinances or regulations of federal, state, or municipal agencies or subdivisions thereof. (9) If Contractor should persistently disregard instructions of the Mayor or his or her representative. (10) If Contractor shall be in breach or violation of any term or provision of this Contract, or City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 48 RFB # 17 -001 RFB Ver. 4 -16 January 2017 (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. (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 attorney fees) to or by any and all persons or entities, including, without limitation, their respective agents, licensees, or representatives, arising from, resulting from, or connected with this Contract to the extent caused by the negligent acts, errors or omissions of the Contractor, its partners, shareholders, agents, employees, or by the Contractor's breach of this Contract. Contractor waives any immunity that may be granted to it under the Washington State Industrial Insurance Act, Title 51 RCW. Contractor's indemnification shall not be limited in any way by any limitation on the amount of damages, compensation or benefits payable to or by any third party under workers' compensation acts, disability benefit acts or any other benefits acts or programs. 8.2 City Indemnification. The City agrees to indemnify, defend, and hold the Contractor, its officers, directors, shareholders, partners, employees, and agents harmless from any and all claims, demands, losses, actions and liabilities (including costs and attorney fees) to or by any and all persons or entities, including without limitation, their respective agents, licenses, or representatives, arising from, resulting from or connected with this Contract to the extent solely caused by the negligent acts, errors, or omissions of the City, its employees or agents. 8.3 Survival. The provisions of this Section shall survive the expiration or termination of this Contract with respect to any event occurring prior to such expiration or termination. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 49 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • • 9. INSURANCE 9.1 Minimum Limits. The Contractor agrees to carry as a minimum, the following insurance, in such forms and with such carriers who have a rating which is satisfactory to the City: (1) Workers' compensation and employer's liability insurance in amounts sufficient pursuant to the laws of the State of Washington; (2) Commercial general liability insurance with combined single limits of liability not less than $5,000,000 for bodily injury, including personal injury or death, products liability and property damage. (3) Automobile liability insurance with combined single limits of liability not less than $2,000,000 for bodily injury, including personal injury or death and property damage. (4) If any structures are involved in the Contract, the Contractor shall maintain an All Builder's Risk form at all times in an amount no less than the value of the structure until final acceptance of the project by the City. 9.2 Endorsements. Each insurance policy shall contain, or be endorsed to contain, the following provisions: (1) The City, its officers, officials, employees, volunteers and agents shall each be named as additional insured. (2) Coverage may not be terminated or reduced in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, to the City. (3) Coverage shall be primary insurance as respects the City, its officials, employees and volunteers. Any insurance or self- insurance maintained by the City, its officials, employees or volunteers shall be in excess of Contractor's insurance. (4) Coverage shall apply to each insured separately against whom claim is made or suit is brought. (5) Coverage shall be written on an "occurrence" form as opposed to a "claims made" or "claims paid" form. 9.3 Verification. Contractor shall furnish the City with certificates of insurance evidencing the coverage required by the Section, in compliance with the Certificate(s) of Insurance Form attached hereto as Exhibit "F," which certificate must be executed by a person authorized by the insurer to bind coverage on its behalf. The City reserves the right to require complete certified copies of all required insurance policies, at any time. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 50 RFB # 17 -001 RFB Ver. 4 -16 January 2017 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. 10. PERFORMANCE /PAYMENT BOND Pursuant to RCW 39.08.010, Contractor shall post a Performance /Payment Bond in favor of the City, in the form attached to this Contract as Exhibit "G" and incorporated by this reference, in a dollar amount satisfactory to the City; to guarantee Contractor's performance of the Work to the City's satisfaction; to insure Contractor's performance of all of the provisions of this Contract; and to guarantee Contractor's payment of all laborers, mechanics, subcontractors and material persons. Contractor's obligations under this Contract shall not be limited to the dollar amount of the bond. 11. 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. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 51 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • • 12. PREVAILING WAGES 12.1 Wages of Employees. This contract is subject to the minimum wage requirements of Chapter 39.12 RCW and Chapter 49.28 RCW (as amended or supplemented). On Federal -aid projects, Federal wage laws and rules also apply. The Hourly minimum rates for wages and fringe benefits are listed in Appendix B. When Federal wage and fringe benefit rates are listed, the rates match those identified by the U.S. Department of Labor's "Decision Number" shown in Appendix B. The Contractor, any subcontractor, and all individuals or firms required by Chapter 39.12 RCW, Chapter 296 -127 WAC, or the Federal Davis -Bacon and Related Acts (DBRA) to pay minimum prevailing wages, shall not pay any worker less than the minimum hourly wage rates and fringe benefits required by Chapter 39.12 RCW or the DBRA. Higher wages and benefits may be paid. When the project is subject to both State and Federal hourly minimum rates for wages and fringe benefits and when the two rates differ for similar kinds of labor, the Contractor shall not pay less than the higher rate unless the state rates are specifically preempted by Federal law. The Contractor shall ensure that any firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions of Chapter 39.12 RCW because of the definition "Contractor" in Chapter 296 -127 -010 WAC, complies with all the requirements of Chapter 39.12 RCW. 12.2 Exemptions to Prevailing Wage. The prevailing wage requirements of Chapter 39.12 RCW, and as required in this Contract do not apply to: (1) Sole owners and their spouses; (2) Any partner who owns at least 30% of a partnership; (3) The President, Vice President and Treasurer of a corporation if each one owns at least 30% of the corporation. 12.3 Reporting Requirements. On forms provided by the Industrial Statistician of State L &I, the Contractor shall submit to the Engineer the following for itself and for each firm covered under Chapter 39.12 RCW that provided work and materials of the contract: (1) A copy of an approved "Statement of Intent to Pay Prevailing Wages" State L&I form number F700- 029 -000. The City will make no payment under this contract for the work performed until this statement has been approved by State L&I and a certified copy of the approved form has been submitted to the City. (2) A copy of an approved "Affidavit of Prevailing Wages Paid," State L&I form number F700- 007 -000. The City will not release to the contractor any funds retained under Chapter 60.28.011 RCW until all of the "Affidavit of Prevailing Wages Paid" forms have been approved by State L&I and a certified copy of all the approved forms have been submitted to the City. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 52 RFB # 17 -001 RFB Ver. 4 -16 January 2017 The Contractor shall be responsible for requesting these forms from the State L&I and for paying any approval fees required by State L&I. Certified payrolls are required to be submitted by the Contractor to the City, for the Contractor and all subcontractors or lower tier subcontractors. 12.4 Disputes. In the event any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be resolved by the City and the Contractor, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State of Washington and the decision therein shall be final and conclusive and binding on all parties involved in the dispute. 13. FAILURE TO PAY SUBCONTRACTORS In the event the Contractor shall fail to pay any subcontractors or laborers, fail to pay for any materials, or fail to pay any insurance premiums, the City may terminate this Contract and /or the City may withhold from the money which may be due the Contractor an amount necessary for the payment of such subcontractors, laborers, materials or premiums. 14. OWNERSHIP OF DOCUMENTS All originals and copies of work product, including plans, sketches, layouts, designs, design specifications, records, files, computer disks, magnetic media, all finished or unfinished documents or material which may be produced or modified by Contractor while performing the Work shall become the property of the City and shall be delivered to the City at its request. 15. CONFIDENTIALITY Any records, reports, information, data or other documents or materials given to or prepared or assembled by the Contractor under this Contract will be kept as confidential and shall not be made available to any individual or organization by the Contractor without prior written approval of the City. 16. BOOKS AND RECORDS The Contractor agrees to maintain books, records, and documents which sufficiently and properly reflect all direct and indirect costs related to the performance of this Contract and such accounting procedures and practices as may be deemed necessary by the City to assure proper accounting of all funds paid pursuant to this Contract. These records shall be subject at all reasonable times to inspection, review or audit by the City, its authorized representative, the State Auditor, or other governmental officials authorized by law to monitor this Contract. 17. CLEAN UP At any time ordered by the City and immediately after completion of the Work, the Contractor shall, at its own expense, clean up and remove all refuse and unused materials of any kind resulting from the Work. In the event the Contractor fails to perform the necessary clean up, the City may, but in no event is it obligated to, perform the necessary clean up and City of Federal Way South 3566 Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 53 RFB # 17 -001 RFB Ver. 4 -16 January 2017 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 RCW, if applicable; and possesses an elevator contractor license as required by Chapter 70.87 RCW, if applicable. 18.2 Subcontractor Contracts. The Contractor shall include the language of this section in each of its first tier subcontracts, and shall require each of its subcontractors to include the same language of this section in each of their subcontracts, adjusting only as necessary the terms used for the contracting parties. Upon request of the Owner, the Contractor shall promptly provide documentation to the Owner demonstrating that the subcontractor meets the subcontractor responsibility criteria below. The requirements of this section apply to all subcontractors regardless of tier. 18.3 Subcontractor Verification. At the time of subcontract execution, the Contractor shall verify that each of its first tier subcontractors meets the following bidder responsibility criteria: Have a current certificate of registration in compliance with chapter 18.27 RCW, which must have been in effect at the time of subcontract bid submittal; Have a current Washington Unified Business Identifier (UBI) number; Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3); Have Industrial Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW, if applicable; A Washington Employment Security Department number, as required in Title 50 RCW, if applicable; A Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW, if applicable; An electrical contractor license, if required by Chapter 19.28 RCW, if applicable; An elevator contractor license, if required by Chapter 70.87 RCW. 19. GENERAL PROVISIONS 19.1 Entire Contract. The Contract Documents contain all of the agreements of the Parties with respect to any matter covered or mentioned in this Contract and no prior agreements or understandings pertaining to any such matters shall be effective for any purpose. 19.2 Modification. No provisions of this Contract, including this provision, may be amended or added to except by agreement in writing signed by the Parties or their respective successors in interest. 19.3 Full Force and Effect. Any provision of this Contract, which is declared invalid, void or illegal, shall in no way affect, impair, or invalidate any other provision hereof and such other provisions shall remain in full force and effect. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 54 RFB # 17 -001 RFB Ver. 4-16 January 2017 19.4 Assignment. The Contractor shall not transfer or assign, in whole or in part, any or all of its obligations and rights hereunder without the prior written consent of the City. In the event the City consents to any such assignment or transfer, such consent shall in no way release the Contractor from any of its obligations or liabilities under this Contract. 19.5 Successors In Interest. Subject to the preceding Subsection, this Contract shall be binding upon and inure to the benefit of the Parties' successors in interest, heirs and assigns. 19.6 Attorney Fees. In the event the City or the Contractor defaults on the performance of any terms in this Contract, and the Contractor or City places the enforcement of the Contract or any part thereof, or the collection of any monies due, or to become due hereunder, or recovery of possession of any belongings, in the hands of an attorney, or file suit upon the same, each Party shall pay all its own attorneys' fees, costs and expenses. The venue for any dispute related to this Contract shall be King County, Washington. 19.7 No Waiver. Failure of the City to declare any breach or default immediately upon occurrence thereof, or delay in taking any action in connection with, shall not waive such breach or default. Failure of the City to declare one breach or default does not act as a waiver of the City's right to declare another breach or default. 19.8 Governing Law. This Contract shall be made in and shall be governed by and interpreted in accordance with the laws of the State of Washington. 19.9 Authority. Each individual executing this Contract on behalf of the City and Contractor represents and warrants that such individuals are duly authorized to execute and deliver this Contract on behalf of the Contractor or City. 19.10 Notices. Any notices required to be given by the City to Contractor or by the Contractor to the City shall be delivered to the Parties at the addresses set forth below. Any notices may be delivered personally to the addressee of the notice or may be deposited in the United States mail, postage prepaid, to the address set forth herein. Any notice so posted in the United States mail shall be deemed received three (3) days after the date of mailing. 19.11 Captions. The respective captions of the Sections of this Contract are inserted for convenience of reference only and shall not be deemed to modify or otherwise affect in any respect any of the provisions of this Contract. 19.12 Performance. Time is of the essence of this Contract and each and all of its provisions in which performance is a factor. Adherence to completion dates is essential to the Contractor's performance of this Contract. 19.13 Compliance with Ethics Code. If a violation of the City's Ethics Resolution No. 91- 54, as amended, occurs as a result of the formation and /or performance of this Contract, this Contract may be rendered null and void, at the City's option. 19.14 Conflicting Provisions. In the event of a conflict between the terms and provisions of any of the Contract Documents, the Mayor or his or her designee shall issue an interpretation of the controlling document, which interpretation shall be final and binding. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 55 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • DATED the day and year set forth above. ATTEST: °ALL L erk, Stephanie Cou ney, CMC APPROVED AS TO FORM: /A1 City Attorney i STATE OF WASHINGTON ) ) ss. COUNTY OF 1-11'-1 (1( ) Fer ell, Mayor 3325 8th Avenue South Federal Way, WA 98003 -6325 SCI Infrastructure, LLC Mirk Scoccolo, Manager 2825 S 154th Street Seattle, WA 98188 (206) 242-0633 On this day personally appeared before me Mark Scoccolo, to me known to be the Manager of SCI Infrastructure, LLC that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. 7rt GIVEN my hand and official seal this �S day of 12--J/ 12 1' , 2017 ``��kilmoil Notary's signature �, .:! =. `��.` JENN��!c,� Notary's printed name -< 17' ..),>.....' �..coMM•:c'': � ^T1 : v, G Z • co atp c :0 i otary Public in and for the State o — Washington. My commission expires OS ' 2 4 -1,7 City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 56 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • THIS PAGE IS INTENTIONALLY LEFT BLANK City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 57 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • THIS PAGE IS INTENTIONALLY LEFT BLANK City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 58 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • • Date: EXHIBIT A NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT ❑ Original ❑ Revised # NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Contractor's UBI Number: Name & Mailing Address of Agency Number: ep 0 Assigned to: Date Assigned: Notice is hereby given relative to the comnleteon of contract or nroiect described below Project Name Contract Number Job Order Contracting ❑ Yes • No Description of Work Done /Include Jobsite Address(es) Federally funded transportation project? ❑ No (if yes, provide Contract Bond Statement below) 1 Yes Contractor's Name E -mail Address Affidavit ID* Contractor Address Te ephone # If Retainage is not withheld, please select one of the following and List Surety's Name & >iond Number. ❑ Contract/Payment bond (valid for federally funded transportation projects) • Retainage Bond Name: ond Number: B Date Contract Awarded Date Work Commenced Date Wor Completed Date Work Accepted Were Subcontracters used on this project? If so, please complete Addendum A. ❑Yes ❑ No Affidavit ID* - No L &I release will be granted until all affidavits are listed. Contract Amount Additions (+ ) Reductions (- ) Sub -Total Sales Tax Rate (If various rates apply, please send a breakdown) Sales Tax Amount $ 0.00 TOTAL $ 0 00 Liquidated Damages $ Amount Disbursed $ Amount Retained $ NOTE: These two totals must be equal TOTAL $ 0.00 Comments: Note: The Disbursing Officer must submit this completed notice immediately after acceptance of the work done under this contract. NO PAYMENT SHALL BE MADE FROM RETAINED FUNDS until receipt of all release certificates. Submitting Form: Please submit the completed form by email to all three agencies below. Contact Name: Email Address: Department of Revenue CPublic Works Section (360) 704-5650 PWC@dor.wa.gov REV 31 0020e (10/26/15) F215 -038 -000 10 -2014 Washington stark °apartment of Labor & Industries Contract Release (855) 545 -8163, option # 4 ContractRelease@LNI. WA.GOV Title: Phone Number: Employment Security Department Registration, Inquiry, Standards & Coordination Unit (360) 902-9450 publicworks@esd.wa.gov City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 59 RFB # 17 -001 RFB Ver. 4 -16 January 2017 Addendum A: Please List all Subcontractors and Sub -tiers Below This addendum can be submitted in other formats. Provide known affidavits at this time. No L &I release will be eranted until all affidavits are listed. Subcontractor's Name: UBI Number: (Required) Affidavit ID* For tax assistance or to request this document in an alternate format, please call 1- 800 - 647 -7706. Teletype (TTY) users may use the Washington Relay Service by calling 711. REV 31 0020e Addendum (10/26/ 15) F215- 038 -000 10 -2014 City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 60 RFB # 17 -001 RFB Ver. 4 -16 January 2017 EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT PROJECT CHANGE ORDER NUMBER NUMBER EFFECTIVE DATE PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: The time provided for completion in the Contract is Unchanged 1 1 Increased 1 I 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? 11 11 Yes Yes No No PRICE CHANGE LUMP SUM: INCREASE $ DECREASE $ UNIT PRICE: THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO. ITEM QUANTITY UNIT PRICE ADD OR DELETE TOTAL NET CONTRACT: INCREASE $ DECREASE $ STATEM ENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. CONTRACTOR'S DEPT. DIRECTOR /MANAGER DATE SIGNATURE SIGNATURE City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 61 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • • DEPARTMENT RECAP TO DATE: *Adjustments: ORIGINAL CONTRACT AMOUNT $ PREVIOUS CHANGE ORDERS $ THIS CHANGE ORDER $ *ADJUSTMENTS $ NEW CONTRACT AMOUNT $ ADJUSTMENTS CHANGE ORDER ESTIMATE IS HEREBY PAY THIS ADJUSTED AMOUNT INCREASED $ DECREASED $ DEPARTMENT DIRECTOR'S SIGNATURE City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 62 RFB # 17 -001 RFB Ver. 4 -16 January 2017 EXHIBIT C CONTRACTOR'S RETAINAGE AGREEMENT City of Federal Way 33325 8th Avenue South Federal Way, WA 98003 253 - 835 -7000 Bid /Contract Number RFB 17 -001 IDENTIFICATION AND DESCRIPTION Project Title South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Contractor SCI Infrastructure, LLC Representative Mark Scoccolo Bid No. RFB # 17 -001 Date 2/21/17 Administering Department City Representative Funding Source City of Federal Way Project Authority RETAINAGE FORMULA In accordance with applicable State Statutes, the following provisions will be made for the disposition of the retainage held for investment: 1. All investments selected below are subject to City approval. 2. Retainage under this agreement will be held in escrow by the Bank of the West (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 /not to invest the retainage withheld under the terms of this contract. If the investment option is selected, please provide the following information: Name of Bank, Mutual Fund, or Savings & Loan Association: Address: Account #: Contact Person: Contractor: Date: By: Title: Address: Phone: Fed ID #: Est. Completion Date: CITY APPROVAL Approval of Investment Program and Retainage Agreement Finance Director Date CERTIFICATION FOR RELEASE OF CONTRACT RETAINAGE Contract No. Project Title: South 356th Street Improvements (Pacific Hwy S to Enchanted Prkwy 5) 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 City was granted on I also certify that no liens have been received within 30 days from the above date from any person, persons, mechanics, subcontractors or materialman who has performed any work or provided any material of subject contract. Contract Administrator Director of Administering Department Also, please find attached certifications by the applicable state agencies of the receipt of: 1) Washington State 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 South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 63 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • THIS PAGE IS INTENTIONALLY LEFT BLANK City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 64 RFB # 17 -001 RFB Ver. 4 -16 January 2017 EXHIBIT D RETAINAGE BOND TO CITY OF FEDERAL WAY SOUTH 356TH STREET IMPROVEMENTS (PACIFIC HIGHWAY S TO ENCHANTED PARKWAY S) KNOW ALL PERSONS BY THESE PRESENTS that we, the undersigned, SCI Infrastructure, LLC, as principal ( "Principal "), and , a Corporation organized and existing under the laws of the State of , as a surety Corporation, and qualified under the laws of the State of Washington to become surety upon bonds of Contractors with Municipal Corporations, as surety ( "Surety"), are jointly and severally held and firmly bonded to the City of Federal Way ( "City") in the penal sum of: One Hundred Ninety-Four Thousand Five Hundred Fourteen and 96/100 Dollars ($194,514.96) for the payment of which sum we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. A. This obligation is entered into in pursuant to the statutes of the State of Washington and the ordinances, regulations, standards and policies of the City, as now existing or hereafter amended or adopted. B. Pursuant to proper authorization, the Mayor is authorized to enter into a certain contract with the Principal, providing for the South 356th Street Improvements (Pacific Highway S to Enchanted Parkway S) 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 five 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 Title 82 RCW which may be due from said Principal. Every person performing labor or furnishing supplies towards completion of said improvement or work shall have a lien on said monies so reserved, provided that such notice of the lien of such claimant shall be given in the manner and within the time provided in RCW 39.08.030 as now existing and in accordance with any amendments that may hereafter be provided thereto; and D. State law further provides that with the consent of the City, the Principal may submit a bond for all or any portion of the amount of funds retained by the public body in a form acceptable to the public body conditioned upon such bond any proceeds therefrom being made subject to all claims and liens and in the same manner and priority as set forth retained percentages pursuant to Chapter 60.28 RCW; and 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 Three Million Eight Hundred Ninety Thousand Two Hundred Ninety-Nine and 10 /100 Dollars ($3,890,299.10); 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, subcontractors and material men or women, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work, and if the Principal shall pay to the State all taxes imposed pursuant to Title 82 RCW which may be due from such Principal as a result of this contract then and in the event this obligation shall be void; but otherwise it shall be and remain in full force and effect. And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any change, extension of time, alterations or additions to the terms of the Contract or to the Work. City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 65 RFB # 17 -001 RFB Ver. 4-16 January 2017 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 Principal shall automatically increase the obligation of the Surety on this Retainage Bond in a like amount, such increase, however, not to exceed twenty-five percent (25 %) of the original amount of this bond without consent of the Surety. Within forty-five (45) days of receiving notice that the Principal has defaulted on all or part of the terms of the Contract, the Surety shall make written commitment to the City that it will either: (a) cure the default itself within a reasonable time period, or (b) tender to the City, the amount necessary for the City to remedy the default, including legal fees incurred by the City, or (c) in the event that Surety's evaluation of the dispute is not complete or in the event the Surety disputes the City's claim of default, the Surety shall notify the City of its finding and its intent, if any, to interplead. The Surety 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. In the event a dispute should arise between the Parties to this Bond with respect to the City's declaration of default by the Principal, the Parties agree to participate in at least four hours of mediation in accordance with the mediation procedures of United States Arbitration and Mediation ( "USA &M "). The Parties shall proportionately share in the cost of the mediation. The mediation shall be administered by the Seattle USA &M office, 4300 Two Union Square, 601 Union Street, Seattle, Washington 98101 -2327. The Surety shall not interplead prior to completion of the mediation. The parties have executed this instrument under their separate seals this day of 20 , the name and corporate seal of each corporate party hereto affixed, and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. CORPORATE SEAL: CORPORATE SEAL: PRINCIPAL By: Mark Scoccolo, Manager 2825 S 154th St Seattle, WA 98188 SURETY By: Attorney -in -Fact (Attach Power of Attorney) Title: Address: City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 66 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • • CERTIFICATES AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within bond; that , who signed the said bond on behalf of the Principal, was of said Corporation; that I know his or her signature thereto is genuine, and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. Secretary of Assistant Secretary I hereby certify that I am the (Assistant) Secretary of the Corporation named as Surety in the within bond; that , who signed the said bond on behalf of the Surety, was of the said Corporation; that I know his or her signature thereto is genuine, and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. Secretary of Assistant Secretary APPROVED AS TO FORM: Mark Orthmann, Acting City Attorney City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 67 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • THIS PAGE IS INTENTIONALLY LEFT BLANK City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 68 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • EXHIBIT E NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGANIZATIONS NONDISCRIMINATION IN EMPLOYMENT TO: ALL EMPLOYEES AND TO: Carpenters of Western Washington; Laborers Local 440; Operating Engineers Local 302/612; Teamsters Local 174 (Name of Union or Organization) The undersigned currently holds contract(s) with City of Federal Way involving funds or credit of the City of Federal Way, Washington, or (a) subcontract(s) with a prime contractor holding such contract(s). You are advised that, under the provisions of the above contract(s) or subcontract(s) and in accordance with Section 202 of Executive Order 11246 dated September 24, 1965, the undersigned is obliged not to discriminate against any employee or applicant of employment because of race, color, creed or national origin. This obligation not to discriminate in employment includes, but is not limited to, the following: EMPLOYMENT, UPGRADING, TRANSFER OR DEMOTION RECRUITMENT AND ADVERTISING RATES OF PAY OR OTHER FORMS OF COMPENSATION • SELECTION FOR TRAINING INCLUDING APPRENTICESHIP, LAYOFF OR TERMINATION • This notice is furnished to you pursuant to the provisions of the above contract(s) or subcontractor(s) and Executive Order 11246. Copies of this Notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment. Complaints may be submitted to: Naveen Chandra, P.E. City of Federal Way 33325 8th Avenue South Federal Way, WA 98003 SCI Infrastructure, LLC (Contractor or subcontractor) 2/28/2017 Date City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 69 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • THIS PAGE IS INTENTIONALLY LEFT BLANK City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 70 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • • EXHIBIT F CERTIFICATE OF INSURANCE City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 71 RFB # 17 -001 RFB Ver. 4 -16 January 2017 Exhibit F CERTIFICATE OF LIABILITY INSURANCE DATE (MM /DD/YYYY) 02/24/2017 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 OLEPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. PORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Parker, Smith & Feek, Inc. 2233 112th Avenue NE Bellevue, WA 98004 INSURED SCI Infrastructure, LLC 2825 South 154th Street Seattle, WA 98188 CONTACT NAME: PHONE (A/C. No. Ext E -MAIL ADDRESS: .425- 709 -3600 AX No):425- 709 -7460 (A/C. INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Transportation Ins. Co. INSURER B : National Fire Ins. Hartford INSURER C : Continental Casualty Company INSURER D : INSURER E : Indian Harbor Insurance Company INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY 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 LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MM /DD /YYYY) POLICY EXP (MM /DD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY X 04016281533 4/1/2016 4/1/2017 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 500,000 MED EXP (Any one person) $ 15,000 CLAIMS -MADE X OCCUR PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP /OP AGG $ 2,000,000 GE 'L AGGREGATE POLICY X LIMIT APPLIES TCOT- X PER: LOC $ AUTOMOBILE X — _ LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS X C4016281516 4/1/2016 4/1/2017 COMBINED SINGLE LIMIT (Ea accident) 1,000,000 $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ C _ J X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE X C5091288088 4/1/2016 4/1/2017 EACH OCCURRENCE $ 4,000,000 AGGREGATE $ 4,000,000 $ DED X RETENT ON $ 10,000 A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y/N N / A 04016281533 �� Washington Stop Gap 4/1 /2016 4/1 /2017 WC STATU- TORY LIMITS X OTH- ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT 1 000,0 00 $ , D Pollution Liability x PEC004562501 4/1/2016 4/1/2017 $5,000,000 Each Pollution Condition /Aggregate DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) Project - South 356th St Improvements - Pacific Hwy S to Enchanted Parkway S - Project RFB 17 -001. The City of Federal Way, and its officers, elected officals, employees, agents and volunteers and KPG, PS, and its officers, employees, agents and Exeltech Consulting, Inc. are additional insureds on the general liability, automobile, excess liability and pollution (Liability policies per the attached endorsements/forms. (See Attached Description) CERTIFICATE HOLDER CANCELLATION City of Federal Way 33325 8th Ave S Federal Way, WA 98003 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 ACORD 25 (2010/05) © 1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD DESCRIPTIONS (Continued from Page 1 ) Coverage is primary and non - contributory on the general liability, automobile and excess liability policies per the attached endorsement /form. Per project aggregate applies on the General Liability per the attached endorsement/forms. • • • POLICY NUMBER: 04016281516 COMMERCIAL AUTO CA 20 48 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: SCI Infrastructure, LLC Endorsement Effective Date: 04/01/2016 SCHEDULE Name Of Person(s) Or Organization(s): ANY PERSON OR ORGANIZATION THAT THE NAMED INSURED IS OBLIGATED TO PROVIDE INSURANCE WHERE REQUIRED BY A WRITTEN CONTRACT OR AGREEMENT IS AN INSURED, BUT ONLY WITH RESPECT TO LEGAL RESPONSIBILITY FOR AGTS OR OMISSIONS OF A PERSON OR ORGANIZATION FOR WHOM LIABILITY COVERAGE IS AFFORDED UNDER THIS POLICY. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1. of Section II — Covered CA20481013 Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section 1 — Covered Autos Coverages of the Auto Dealers Coverage Form. Copyright, Insurance Services Office, Inc., 2011 Page 1 of 1 • • • CNA CNA71527XX (Ed. 10/12) ADDITIONAL INSURED - PRIMARY AND NON - CONTRIBUTORY It is understood and agreed that this endorsement amends the BUSINESS AUTO COVERAGE FORM as follows: SCHEDULE Name of Additional Insured Persons Or Organizations Any person or organization, but only if you are required by written contract or written agreement to make that person or organization an additional insured under this policy. 1. In conformance with paragraph A.1.c. of Who Is An Insured of Section II — LIABILITY COVERAGE, the person or organization scheduled above is an insured under this policy. 2. The insurance afforded to the additional insured under this policy will apply on a primary and non - contributory basis if you have committed it to be so in a written contract or written agreement executed prior to the date of the "accident" for which the additional insured seeks coverage under this policy. All other terms and conditions of the Policy remain unchanged. CNA71527XX (10/12) Page 1 of 1 Insured Name: SCI Infrastructure, LLC Copyright CNA All Rights Reserved. Policy No: C4016281516 Endorsement No: Effective Date: 04/01/2016 CNA Blanket Additional Insured - Owners, Lessees or Contractors - with Products - Completed Operations Coverage Endorsement This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART It is understood and agreed as follows: I. The WHO IS AN INSURED section is amended to add as an Insured any person or organization whom the Named Insured is required by written contract to add as an additional insured on this coverage part, including any such person or organization, if any, specifically set forth on the Schedule attachment to this endorsement. However, such person or organization is an Insured only with respect to such person or organization's liability for: A. unless paragraph B. below applies, 1. bodily injury, property damage, or personal and advertising injury caused in whole or in part by the acts or omissions by or on behalf of the Named Insured and in the performance of such Named Insured's ongoing operations as specified in such written contract; or 2. bodily injury or property damage caused in whole or in part by your work and included in the products - completed operations hazard, and only if a. the written contract requires the Named Insured to provide the additional insured such coverage; and b. this coverage part provides such coverage. B. bodily injury, property damage, or personal and advertising injury arising out of your work described in such written contract, but only if: 1. this coverage part provides coverage for bodily injury or property damage included within the products completed operations hazard; and 2. the written contract specifically requires the Named Insured to provide additional insured coverage under the 11 -85 or 10 -01 edition of CG2010 or the 10 -01 edition of CG2037. II. Subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: A. coverage broader than required by the written contract; or B. a higher limit of insurance than required by the written contract. III. The insurance granted by this endorsement to the additional insured does not apply to bodily injury, property damage, or personal and advertising injury arising out of: A. the rendering of, or the failure to render, any professional architectural, engineering, or surveying services, including: 1. the preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and 2. supervisory, inspection, architectural or engineering activities; or B. any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this coverage part. IV. Notwithstanding anything to the contrary in the section entitled COMMERCIAL GENERAL LIABILITY CONDITIONS, the Condition entitled Other Insurance, this insurance is excess of all other insurance available to the additional insured whether on a primary, excess, contingent or any other basis. However, if this insurance CNA75079XX (1 -15) Page 1 of 2 Policy No: C4016281533 Endorsement No: Effective Date: 04/01/2016 Insured Name: SCI INFRASTRUCTURE, LLC Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Blanket Additional Insured - Owners, Lessees or Contractors - with Products - Completed Operations Coverage Endorsement is required by written contract to be primary and non - contributory, this insurance will be primary and non- contributory relative solely to insurance on which the additional insured is a named insured. V. Solely with respect to the insurance granted by this endorsement, the section entitled COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: The Condition entitled Duties In The Event of Occurrence, Offense, Claim or Suit is amended with the addition of the following: Any additional insured pursuant to this endorsement will as soon as practicable: 1. give the Insurer written notice of any claim, or any occurrence or offense which may result in a claim; 2. except as provided in Paragraph IV. of this endorsement, agree to make available any other insurance the additional insured has for any loss covered under this coverage part; 3. send the Insurer copies of all legal papers received, and otherwise cooperate with the Insurer in the investigation, defense, or settlement of the claim; and 4. tender the defense and indemnity of any claim to any other insurer or self insurer whose policy or program applies to a Toss that the Insurer covers under this coverage part. However, if the written contract requires this insurance to be primary and non - contributory, this paragraph (4) does not apply to insurance on which the additional insured is a named insured. The Insurer has no duty to defend or indemnify an additional insured under this endorsement until the Insurer receives written notice of a claim from the additional insured. VI. Solely with respect to the insurance granted by this endorsement, the section entitled DEFINITIONS is amended to add the following definition: Written contract means a written contract or written agreement that requires the Named Insured to make a person or organization an additional insured on this coverage part, provided the contract or agreement: A. is currently in effect or becomes effective during the term of this policy; and B. was executed prior to: 1. the bodily injury or property damage; or 2. the offense that caused the personal and advertising injury for which the additional insured seeks coverage. Any coverage granted by this endorsement shall apply solely to the extent permissible by law. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA75079XX (1 -15) Page 2 of 2 Policy No: C4016281533 Endorsement No: Effective Date: 04/01/2016 Insured Name: SCI INFRASTRUCTURE, LLC Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. ENDORSEMENT #011 • This endorsement, effective 12:01 a.m., April 1, 2015 forms a part of Policy No. PEC0045625 issued to SCI INFRASTRUCTURE, LLC by Indian Harbor Insurance Company. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED ENDORSEMENT — VICARIOUS LIABILITY — JOB SITE, TRANSPORTATION AND NON -OWNED DISPOSAL SITE This endorsement modifies insurance provided under the following: PROFESSIONAL AND CONTRACTOR'S POLLUTION LEGAL LIABILITY POLICY Section II. Definitions, I. INSURED, is amended to include the following: With regard to coverage that may be afforded under Section I. Insuring Agreements, Coverage B.1. — JOB SITE - Occurrence, Coverage B.4 — TRANSPORTATION and Coverage B.5 — NON -OWNED DISPOSAL SITE only, any person or organization, other than a CLIENT, as required by a written contract signed by the NAMED INSURED, but only for: 1. a POLLUTION CONDITION caused by CONTRACTING SERVICES; and 2. the vicarious liability of the person or organization that results from the performance of CONTRACTING SERVICES, provided that such written contract is signed by the NAMED INSURED prior to the commencement of the • POLLUTION CONDITION. Section IV. Exclusions, K. Insured versus Insured does not apply to a CLAIM by any person or organization that qualifies as an INSURED under this endorsement. • All other terms and conditions remain the same. PCPoc209i 1012 Page 1 of 1 © 2012 X.L. America, Inc. WALT 04/07/2015 © 2012 XL Insurance Company Limited. All Rights Reserved. May not be copied without permission. 20020004340241362436636 MEE MIN s s- No person or organization is an insured with respect to the conduct of any current or past limited liability company that is not shown as a Named Insured in the Declarations. e. A corporation or organization, other than partnerships, joint ventures or limited liability companies, that you form, acquire or gain control of during the policy period, but only with respect to "bodily injury," "property damage" or "personal and advertising injury" taking place after you form, acquire or gain control of such corporation or organization. 2. Insured means the Named Insured and: a. Your "volunteer workers" only while performing duties related to the conduct of your business, or your employees, other than your executive officers and directors (if you are an organization other than a partnership, joint venture or limited liability company) or your members (if you are a limited liability company ) but only for acts within the scope of their employment by you or while performing duties related to the conduct or your business. However, none of these employees or "volunteer workers" is an insured for: (1) "Bodily injury" or "personal and advertising injury": (a) To you; to your partners or members (if you are a partnership or joint venture) to your members (if you are a limited liability company) or to a co- employee while in the course of his or her employment or performing duties related to the conduct of your business, or to your other "volunteer workers" while performing duties related to the conduct of your business; (b) To the spouse, child, parent, brother or sister of that co- employee or "volunteer worker" as a consequence of Paragraph (1)(a) above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1)(a) or (b) above; or (d) Arising out of his or her providing or failing to provide professional health care services. (2) "Property damage" to property: (a) Owned, occupied or used by; (b) Rented to, in the care, custody or control or, or over which physical control is being exercised for any purpose by G 15057 -C (Ed. 06/05) G- 15057 -C (Ed. 06/05) you, any of your employees, "volunteer workers" any partner or member (if you are a partnership or joint venture) or any member (if you are a limited liability company). b. A person or organization for whom you are required, by virtue of a written contract entered into prior to the "bodily injury," "property damage" or "personal and advertising injury" occurring or being committed, to provide the insurance that is afforded by this policy. This insurance applies only with respect to operations by you or on your behalf or to facilities you own or use, but only to the extent of the limits of insurance required by such contract, not to exceed the limits of insurance in this policy. c. Any other persons or organizations included as an insured under the provisions of the "scheduled underlying insurance" shown in the Declarations of this policy and then only for the same coverage, except for limits of insurance, afforded under such "scheduled underlying insurance." However, If a blanket additional insured endorsement is attached to the general liability "scheduled underlying insurance" pursuant to a written or oral contract or agreement between you and another person or organization (called additional insured), this insurance is excess over such insurance provided to the additional insured subject to the following conditions: (1) If the limits specified in the written contract or agreement are less than the limits provided by the "scheduled underlying insurance," then no coverage is provided to the additional insured under this policy. (2) If the limits specified in the written contract or agreement are greater than the limits provided by the "scheduled underlying insurance," then this insurance is excess over the insurance provided by the "scheduled underlying insurance." The limits of insurance for the additional insured are the lesser of: (i) The limits specified in the written contract; or (ii) The limits of the "scheduled underlying insurance" plus the limits of this policy. SECTION 01— LIMITS OF INSURANCE 1. The Limits of Insurance shown in the Declarations and the rules below fix the most we will pay regardless of the number of: a. b. c. Insureds; Claims made or "suits" brought; Persons or organizations making claims or bringing "suits." Page 7 of 17 • • • CNA G- 300429 -A (Ed. 11/07) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CHANGES - OTHER INSURANCE This endorsement modifies insurance provided under the following: COMMERCIAL UMBRELLA PLUS COVERAGE PART Solely with respect to the coverage afforded under this insurance to any person or organization which qualifies as an additional insured pursuant to paragraph 2. b. or c. of SECTION II — WHO IS AN INSURED, the Other Insurance Condition of SECTION IV — CONDITIONS is deleted and replaced with the following: 4. Other Insurance This insurance is excess over any other insurance available to the additional insured G- 300429 -A (Ed. 11/07) whether primary, excess, contingent or on any other basis except that this insurance shall be either primary to, or primary to and noncontributing with, such other insurance if so required by written contract or agreement with the additional insured. This condition does not apply to insurance purchased specifically to apply in excess of this insurance. Page 1 of 1 • • THIS PAGE IS INTENTIONALLY LEFT BLANK City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 72 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • • Bond No. 2250131 EXHIBIT G CITY OF FEDERAL WAY PERFORMANCE /PAYMENT BOND KNOW ALL PEOPLE BY THESE PRESENTS: North American Specialty Insurance Company We, the undersigned SCI Infrastructure, LLC, ( "Principal ") and the undersigned corporation organized and existing under the laws of the State of New Hampshire 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 corporation ( "City") in the penal sum of _Three Million Eight Hundred Ninety Two Hundred Ninety-Nine Dollars and 10/100 ($3,890,299.10) for the payment of which we firmly bind ourselves and our legal representatives, heirs, successors and assigns, jointly and severally. This obligation is entered into 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. The Principal has entered into an Agreement with the City dated 20 11 for South 356`h Street Improvement (Pacific Highway S to Enchanted Parkway S). NOW, THEREFORE, if the Principal shall perform all the provisions of the Agreement in the manner and within the time period prescribed by the City, or within such extensions of time as may be granted under the Agreement, and shall pay all laborers, mechanics, subcontractors and material men or women, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold the City, their officials, agents, employees and volunteers harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of the Principal, or any subcontractor in the performance of said work, and shall Indemnify and hold the City harmless from any damage or expense by reason of failure of performance as specified in the Agreement within a period of one (1) year after its final acceptance thereof by the City, then and in the event this obligation shall be void; but otherwise, it shall be and remain in full force and effect. And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any change, extension of time, alterations or additions to the terms of the Agreement or to the Work. The Surety hereby agrees that modifications and changes may be made in terms and provisions of the Agreement without notice to Surety, and any such modifications or changes increasing the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this Performance Bond in a like amount, such increase, however, not to exceed twenty-five percent (25 %) of the original amount of this bond without the consent of the Surety. Within forty-five (45) days of receiving notice that the Principal has defaulted on all or part of the terms of the Agreement, the Surety shall make a written commitment to the City that it will either: (a) cure the default itself within a reasonable time period, or (b) tender to the city, the amount necessary for the City to remedy the default, including legal fees incurred by the City, or (c) in the event that Surety's evaluation of the dispute is not complete or in the event the Surety disputes the City's claim of default, the Surety shall notify the City of its finding and its intent, if any, to interplead. The Surety shall 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 City of Federal Way South 356th Street [mprovements (Pacific Hwy S to Enchanted Parkway S) Page 73 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • necessary work, the City shall notify the Surety of its actual costs. The City shall return, without interest, any overpayment made by the Surety and the Surety shall pay to the City any actual costs which exceed the City estimate, limited to the bond amount. Should the Surety elect option (c), the Parties shall first complete participation in mediation, described in the below paragraph, prior to any interplead action. In the event a dispute should arise between the Parties to this Bond with respect to the City's declaration of default by the Principal, the Parties agree to participate in at least four hours of mediation in accordance with the mediation procedures of United States Arbitration and Mediation ( "USA &M "). The Parties shall proportionately share in the cost of the mediation. The mediation shall be administered by 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. DATED this 24th day of February , 2017 CORPORATE SEAL OF PRINCIPAL: PRINCIPAL SCI Infrastructure, LLC By: Its: STATE OF WASHINGTON ) )ss. COUNTY OF k-t N ) Mark Scoccolo Manager 2825 S 154th Street Seattle, WA 98188 (206) 242 -0633 On this day personally appeared before me Mark Scoccolo, to me known to be Infrastructure, LLC that executed the foregoing instrument, and acknowledged the the free and voluntary act and deed of said limited liability company, for the uses mentioned, and on oath stated that he was authorized to execute said instrument. GIVEN my hand and official seal this /--(-' day of Notary's signature Notary's printed name Notary Public in and My commission e -res the Manager of SCI said instrument to be and purposes therein r the State of Washington. OC-7-4-11 City of Federal Way South 356`h Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 74 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • By: APPROVED AS TO FORM: 11/4 City Attorney roe AT,,, Lail North AmREerican Specialty Insurance Company UTY 2zthL/L16t) Attorney L(n -Fact (Attach Power of Attorney) Julie A. Craker (Name of Person Executing Bond) c/o Hentschell & Associates, Inc. 1436 S. Union Avenue Tacoma, WA 98405 (Address) (253) 272 -1151 (Phone) City of Federal Way South 356'x' Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 75 RFB # 17 -001 RFB Ver. 4 -16 January 2017 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: THOMAS P. HENTSCHELL, BRADLEY A. ROBERTS, JULIE, A. CRAKER, KAREN J. SMITH and JOANNE REINKENSMEYER JOINTLY OR SEVERALLY Its true and lawful Attorney(s) -in -Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9th of May, 2012: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President. any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." QIc1l TYit tclY SEAL 11= = a .& 1973 n' By L- 1 —. -- SIt, en P. Anderson, Senior Vice President of Washington International Insurance Company & Senior Vice President of North American Specialty Insurance Company By Michael A. Ito, Senior Vice President of ashington International Insurance Company & Senior Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 1st day of May , 2015 State of Illinois County of Cook ss: North American Specialty Insurance Company Washington International Insurance Company On this 1st day of May , 2015 , before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Michael A. Ito Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OR AAL SEAL M KENNY NOTARY PUBLIC, STATE OF ILLINOIS MY COMMISSION EXPIRES 1210412017 , M. Kenny, Notary Public I, Jeffrey Goldberg , the duly elected Assistant Secretary of North American Specialty Insurance Company and yam},, n International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of gq i n� North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force an$ tli ct. if my Companies sjL) tf �P6 Q :i0 7 ::•: IN WITNESS WHEREOF, I have set m hand and affixed the seals of the Com anies thi y of ro r ' f — LC o,a h Jeffrey Goldberg, Vice President & Assistant Slitaa-fy of Washington International Insurance Company & North Am6.60 • • tylWffice 'Company • • • THIS PAGE IS INTENTIONALLY LEFT BLANK City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 76 RFB # 17 -001 RFB Ver. 4 -16 January 2017 EXHIBIT H TITLE VI ASSURANCES During the performance of this contract, the contractor /consultant, for itself, its assignees and successors in interest (hereinafter referred to as the "contractor ") agrees as follows: 1. Compliance with Regulations The contractor shall comply with the Regulations relative to non - discrimination in federally assisted programs of United States Department of Transportation (USDOT), Title 49, Code of Federal Regulations, part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Non - discrimination The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, sex, or national origin in the selection and retention of sub - contractors, including procurement of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Sub - contracts, Including Procurement of Materials and • Equipment In all solicitations either by competitive bidding or negotiations made by the contractor for work to be performed under a sub - contract, including procurement of materials or leases of equipment, each potential sub - contractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to non - discrimination on the grounds of race, color, sex, or national origin. 4. Information and Reports The contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the contracting agency or the appropriate federal agency to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify to WSDOT or the USDOT as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Non - compliance In the event of the contractor's non - compliance with the non - discrimination provisions of this contract, the contracting agency shall impose such contract sanctions as it or the USDOT City of Federal Way South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 77 RFB # 17 -001 RFB Ver. 4 -16 January 2017 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. 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 contracting agency or USDOT may direct as a means of enforcing such provisions including sanctions for non - compliance. 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 South 356th Street Improvements (Pacific Hwy S to Enchanted Parkway S) Page 78 RFB # 17 -001 RFB Ver. 4 -16 January 2017 • • • AMENDMENTS TO THE STANDARD SPECIFICATIONS INTRO.AP1 INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2016 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. 1- 01.AP1 Section 1 -01, Definitions and Terms August 1, 2016 1 -01.3 Definitions The following new term and definition is inserted after the eighth paragraph: Cold Weather Protection Period — A period of time 7 days from the day of concrete placement or the duration of the cure period, whichever s longer. 1- 02.AP1 Section 1 -02, Bid Procedures and Conditions April 4, 2016 1- 02.4(1) General The first sentence of the last paragraph is revised to read: Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall request the explanation or interpretation in writing by close of business on the Thursday preceding the bid opening to allow a written reply to reach all prospective Bidders before the submission of their Bids. 1 -02.9 Delivery of Proposal The last sentence of the third paragraph is revised to read: The Contracting Agency will not open or consider any Proposal when the Proposal or Bid deposit is received after the time specified for receipt of Proposals or received in a location other than that specified for receipt of Proposals unless an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be received. The following new paragraph is inserted before the last paragraph: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be received at the office designated for receipt of bids as specified in Section 1 -02.12 the time specified for receipt of the Proposal 41) will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which the normal work processes of the Contracting Agency resume. 1 -02.12 Public Opening of Proposals This section is supplemented with the following new paragraph: If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be opened at the time indicated in the call for Bids the time specified for opening of Proposals will be deemed to be extended to the same time of day on the first work day on which the normal work processes of the Contracting Agency resume. 1- 04.AP1 Section 1 -04, Scope of the Work January 3, 2017 1 -04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda The following new paragraph is inserted before the second to last paragraph: Whenever reference is made in these Specifications or the Special Provisions to codes, rules, specifications, and standards, the reference shad be construed to mean the code, rule, specificatioi, or standard that is in effect on the Bid advertisement date, unless otherwise stated or as required by law. 1 -04.3 Reference Information This section is supplemented with the following new sentence: If a document that is provided as reference information contains material also included as a part of the Contract, that portion of the document shall be considered a part of the Contract and not as Reference Information. 1- 06.AP1 Section 1 -06, Control of Material January 4, 2016 This section is supplemented with the following new section and subsections: 1 -06.6 Recycled Materials The Contractor shall make their best effort to utilize recycled materials in the construction of the project; the use of recycled concrete aggregate as specified in Section 1- 06.6(1)A is a requirement of the Contract. The Contractor shall submit a Recycled Material Utilization Plan as a Type 1 Working Drawing within 30 calendar days after the Contract is executed. The plan shall provide the Contractor's anticipated usage of recycled materials for meeting the requirements of these AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • Specifications. The quantity of recycled materials will be provided in tons and as a percentage of the Plan quantity for each material listed in Section 9- 03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled Material. When a Contract does not include Work that requires the use of a material that is included in the requirements for using materials the Contractor may state in their plan that no recycled materials are proposed for use. Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9- 03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. utilization of on -site material and aggregates from concrete returned to the supplier). The Contractor's report shall be provided on DOT Form 350 -075 Recycled Materials Reporting. 1- 06.6(1) Recycling of Aggregate and Concrete Materials 1- 06.6(1)A General The minimum quantity of recycled concrete aggregate shall be 25 percent of the total quantity of aggregate that is incorporated into the Contract for those items listed in Section 9- 03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled Material that allow the use of recycled concrete aggregate. The percentage of recycled material incorporated into the project for meeting the required percentage will be calculated in tons based on the quantity of recycled concrete used on the entire Contract and not as individual items. If the Contractor's total cost for Work with recycled concrete aggregate is greater than without the Contractor may choose to not use recycled concrete aggregate. When the Contractor does not meet the minimum requirement of 25 percent recycled concrete aggregate for the Contract due to costs or any other reason the following shall be submitted: 1. A cost estimate for each material listed in Section 9- 03.21(1)E that is utilized on the Contract. The cost estimate shall include the following: a. The estimated costs for the Work for each material with 25 percent recycled concrete aggregate. The cost estimate shall include for each material a copy of the price quote from the supplier with the lowest total cost for the Work. b. The estimated costs for the Work for each material without recycled concrete aggregate. The Contractor's cost estimates shall be submitted as an attachment to the Recycled Materials Reporting form. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 1- 07.AP1 Section 1 -07, Legal Relations and Responsibilities to the Public January 3, 2017 1 -07.1 Laws to be Observed In the second to last sentence of the third paragraph, "WSDOT" is revised to read "Contracting Agency ". 1- 07.2(2) State Sales Tax: WAC 458 -20 -170 — Retail Sales Tax The last three sentences of the first paragraph are deleted and replaced with the following new sentence: The Contractor (Prime or Subcontractor) shall include sales or use tax on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project, in the unit bid prices. 1- 07.3(1) Forest Fire Prevention This section is supplemented with the following new subsections: 1- 07.3(1)A Fire Prevention Control and Countermeasures Plan The Contractor shall prepare and implement a project- specific fire prevention, control, and countermeasures plan (FPCC Plan) for the duration of the project. The Contractor shall submit a Type 2 Working Drawing no later than the date of the preconstruction conference. 1- 07.3(1)A1 FPCC Plan Implementation Requirements The Contractor's FPCC Plan shall be fully implemented at all times. The Contractor shall update the FPCC Plan throughout project construction so that the plan reflects actual site conditions and practices. The Contractor shall update the FPCC Plan at least annually and maintain a copy of the updated FPCC Plan that is available for inspection on the project site. Revisions to the FPCC Plan and the Industrial Fire Precaution Level (IFPL) shall be discussed at the weekly project safety meetings. 1- 07.3(1)A2 FPCC Plan Element Requirements The FPCC Plan shall include the following: 1. The names, titles, and contact information for the personnel responsible for implementing and updating the plan. 2. The names and telephone numbers of the Federal, State, and local agencies the Contractor shall notify in the event of a fire. 3. All potential fire causing activities such as welding, cutting of metal, blasting, fueling operations, etc. 4. The location of fire extinguishers, water, shovels, and other firefighting equipment. 5. The response procedures the Contractor shall follow in the event of a fire. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Most of Washington State is covered under the IFPL system which, by law, is managed by the Department of Natural Resources (DNR). It is the Contractor's responsibility to be familiar with the DNR requirements and to verify whether or not IFPL applies to the specific project. If the Contractor wishes to continue a work activity that is prohibited under an industrial fire precaution level, the Contractor shall obtain a waiver from the DNR and provide a copy to the Engineer prior to continuation of work on the project. If the IFPL requirements prohibit the Contractor from performing Work the Contractor may be eligible for an unworkable day in accordance with Section 1 -08.5. The Contractor shall comply with the requirements of these provisions at no additional cost to the Contracting Agency. 1 -07.8 High - Visibility Apparel The last paragraph is revised to read: High - visibility garments shall be labeled as, and in a condition compliant with the ANSI /ISEA 107 (2004 or later version) and shall be used in accordance with manufacturer recommendations. 1- 07.8(1) Traffic Control Personnel In this section, references to "ANSI /ISEA 107 - 2004" are revised to read "ANSI /ISEA 107 ". 1- 07.8(2) Non - Traffic Control Personnel In this section, the reference to "ANSI /ISEA 107 - 2004" is revised to read "ANSI /ISEA 107 ". 1- 07.9(2) Posting Notices Items 1 and 2 are revised to read: 1. EEOC - P /E -1 (revised 11/09, supplemented 09/15) — Equal Employment Opportunity IS THE LAW published by US Department of Labor. Post for projects with federal -aid funding. 2. FHWA 1022 (revised 05/15) — NOTICE Federal -Aid Project published by Federal Highway Administration (FHWA). Post for projects with federal -aid funding. Items 5, 6 and 7 are revised to read: 5. WHD 1420 (revised 02/13) — Employee Rights and Responsibilities Under The Family And Medical Leave Act published by US Department of Labor. Post on all projects. 6. WHD 1462 (revised 01/16) — Employee Polygraph Protection Act published by US Department of Labor. Post on all projects. 7. F416- 081 -909 (revised 09/15) — Job Safety and Health Law published by Washington State Department of Labor and Industries. Post on all projects. Items 9 and 10 are revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 9. F700- 074 -909 (revised 06/13) — Your Rights as a Worker in Washington State by Washington State Department of Labor and Industries (L &I). Post on all projects. 10. EMS 9874 (revised 10/15) — Unemployment Benefits published by Washington State Employment Security Department. Post on all projects. 1- 07.15(1) Spill Prevention, Control, and Countermeasures Plan The second sentence of the first paragraph is deleted. The first sentence of the second paragraph is revised to read: The SPCC Plan shall address all fuels, petroleum products, hazardous materials, and other materials defined in Chapter 447 of the WSDOT Environmental Manual M 31 -11. Item number four of the fourth paragraph (up until the colon) is revised to read: 4. Potential Spill Sources — Describe each of the following for all potentially hazardous materials brought or generated on -site, including but not limited to materials used for equipment operation, refueling, maintenance, or cleaning: The first sentence of item 7e of the fourth paragraph is revised to read: BMP methods and locations where they are used to prevent discharges to ground or water during mixing and transfer of hazardous materials and fuel. The last paragraph is deleted. 1- 08.AP1 Section 1 -08, Prosecution and Progress January 3, 2017 1 -08.1 Subcontracting The second sentence of the second to last paragraph is revised to read: Whenever the Contractor withholds payment to a Subcontractor for any reason including disputed amounts, the Contractor shall provide notice within 10 calendar days to the Subcontractor with a copy to the Contracting Agency identifying the reason for the withholding and a clear description of what the Subcontractor must do to have the withholding released. The fourth sentence of the second to last paragraph is revised to read: The Monthly Payment Summary shall include all Subcontractors that performed work that was paid on the progress estimate by the Contracting Agency. 1- 08.1(1) Prompt Payment, Subcontract Completion and Return of Retainage Withheld In item number 5 of the first paragraph, "WSDOT" is revised to read "Contracting Agency ". The last sentence in item number 11 of the first paragraph is revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 The Contractor may also require any documentation from the Subcontractor that is required by the subcontract or by the Contract between the Contractor and Contracting Agency or by law such as affidavits of wages paid, and material acceptance certifications to the extent that they relate to the Subcontractor's Work. Item number 12 of the first paragraph is revised to read: 12. If the Contractor fails to comply with the requirements of the Specification and the Subcontractor's retainage or retainage bond is wrongfully withheld, the Contractor will be subject to the actions described in No. 7 listed above. The Subcontractor may also seek recovery against the Contractor under applicable prompt pay statutes in addition to any other remedies provided for by the subcontract or by law. 1 -08.5 Time for Completion In item 2c of the last paragraph, "Quarterly Reports" is revised to read "Monthly Reports ". 1- 09.AP1 Section 1 -09, Measurement and Payment April 4, 2016 1 -09.6 Force Account The second sentence of item number 4 is revised to read: A "specialized service" is a work operation that is not typically done by worker classifications as defined by the Washington State Department of Labor and Industries and by the Davis Bacon Act, and therefore bills by invoice for work in road, bridge and municipal construction. 1- 10.AP1 Section 1 -10, Temporary Traffic Control January 3, 2017 1- 10.1(2) Description The first paragraph is revised to read: The Contractor shall provide flaggers and all other personnel required for labor for traffic control activities that are not otherwise specified as being furnished by the Contracting Agency. In the third paragraph, "Project Engineer" is revised to read "Engineer ". The following new paragraph is inserted after the third paragraph: The Contractor shall keep lanes, on- ramps, and off - ramps, open to traffic at all times except when Work requires closures. Ramps shall not be closed on consecutive interchanges at the same time, unless approved by the Engineer. Lanes and ramps shall be closed for the minimum time required to complete the Work. When paving hot mix asphalt the Contractor may apply water to the pavement to shorten the time required before reopening to traffic. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 1- 10.3(2)C Lane Closure Setup /Takedown The following new paragraph is inserted before the last paragraph: Channelization devices shall not be moved by traffic control personnel across an open lane of traffic. If an existing setup or staging of traffic control devices require crossing an 41) open lane of traffic, the traffic control devices shall be taken down completely and then set up in the new configuration. 2- 03.AP2 Section 2 -03, Roadway Excavation and Embankment August 1, 2016 2- 03.3(7)C Contractor - Provided Disposal Site The second paragraph is revised to read: The Contractor shall acquire all permits and approvals required for the use of the disposal sites before any waste is hauled off the project. The Contractor shall submit a Type 1 Working Drawing consisting of copies of the permits and approvals for any disposal sites to be used. The cost of any such permits and approvals shall be included in the Bid prices for other Work. The third paragraph is deleted. 2- 06.AP2 Section 2 -06, Subgrade Preparation January 3, 2017 2- 06.3(2) Subgrade for Pavement The second sentence in the first paragraph is revised to read: The Contractor shall compact the Subgrade to a depth of 6 inches to 95 percent of maximum density as determined by the compaction control tests for granular materials. 3- 04.AP3 Section 3 -04, Acceptance of Aggregate January 3, 2017 3 -04.5 Payment In Table 1, the Contingent Unit Price Per Ton value for the item HMA Aggregate is revised to read "$15.00 ". 4- 04.AP4 Section 4 -04, Ballast and Crush Surfacing January 3, 2017 4- 04.3(5) Shaping and Compaction The first sentence is revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • Immediately following spreading and final shaping, each layer of surfacing shall be compacted to at least 95 percent of maximum density determined by the requirements of Section 2- 03.3(14)D before the next succeeding layer of surfacing or pavement is placed. 5- 01.AP5 Section 5 -01, Cement Concrete Pavement Rehabilitation January 3, 2017 In this section, "portland cement" is revised to read "cement ". 5 -01.2 Materials In the first paragraph, the following item is inserted after the item "Joint Sealants ": Closed Cell Foam Backer Rod 9- 04.2(3)A 5- 01.3(1)A Concrete Mix Designs This section, including title, is revised to read: 5- 01.3(1)A Mix Designs The Contractor shall use either concrete patching materials or cement concrete for the rehabilitation of cement concrete pavement. Concrete patching materials shall be used for spall repair and dowel bar retrofitting and cement concrete shall be used for concrete panel replacement. 5- 01.3(1)A1 Concrete Patching Materials Item number 1 is revised to read: 1. Materials — The prepackaged concrete patching material and the aggregate extender shall conform to Section 9 -20. 5- 01.3(1)A2 Portland Cement Concrete This section, including title, is revised to read: 5- 01.3(1)A2 Cement Concrete for Panel Replacement Cement concrete for panel replacement shall meet the requirements of Sections 5- 05.3(1) and 5- 05.3(2) and be air entrained with a design air content of 5.5 percent. Cement concrete for panel replacement may use rapid hardening hydraulic cement meeting the requirements of Section 9- 01.2(2). Rapid hardening hydraulic cement will be considered a cementitious material for the purpose of calculating the water /cementitious materials ratio and the minimum cementitious materials requirement. 5- 01.3(1)B Equipment This section's title is revised to read: Equipment for Panel Replacement 5- 01.3(2)B Portland Cement Concrete This section's title is revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Cement Concrete for Panel Replacement This section is supplemented with the following new subsection: 5- 01.3(2)81 Conformance to Mix Design Acceptance of cement concrete pavement for panel replacement shall be in accordance with Section 5- 01.3(2)B. The cement, coarse, and fine aggregate weights shall be within the tolerances of the mix design in accordance with Section 5- 05.3(1). 5- 01.3(2)B1 Rejection of Concrete This section is renumbered as follows: 5- 01.3(2)82 Rejection of Concrete 5- 01.3(4) Replace Portland Cement Concrete Panel This section's title is revised to read: Replace Cement Concrete Panel 5- 01.3(8) Sealing Existing Transverse and Longitudinal Joints This section's title is revised to read: Sealing Existing Longitudinal and Transverse Joint The first paragraph is revised to read: The Contractor shall clean and seal existing longitudinal and transverse joints where shown in the Plans or as marked by the Engineer. The first sentence of the second paragraph is revised to read: Old sealant and incompressible material shall be completely removed from the joint to the depth of the new reservoir with a diamond blade saw in accordance with the detail shown in the Standard Plans. The fifth paragraph is revised to read: Immediately prior to sealing, the cracks shall be blown clean with dry oil -free compressed air. If shown in the Plans, a backer rod shall be placed at the base of the sawn reservoir. The joints shall be completely dry before the sealing installation may begin. Immediately following the air blowing and backer rod placement, if required, the sealant material shall be installed in conformance to manufacturer's recommendations and in accordance with Section 5- 05.3(8)B. 5- 01.3(9) Portland Cement Concrete Pavement Grinding This section's title is revised to read: Cement Concrete Pavement Grinding 5- 01.3(11) Concrete Slurry and Grinding Residue The last sentence of the first paragraph is revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Slurry shall not be allowed to drain into an area open to traffic, off of the paved surface, into any drainage structure, water of the state, or wetlands. The following new sentence is inserted at the end of the second paragraph: The Contractor shall submit copies of all disposal tickets to the Engineer within 5 calendar days. 5 -01.4 Measurement The fourth paragraph is revised to read: Sealing existing longitudinal and transverse joint will be measured by the linear foot, measured along the line of the completed joint. 5 -01.5 Payment The Bid item "Sealing Transverse and Longitudinal Joints ", per linear foot and the paragraph following Bid item are revised to read: "Sealing Existing Longitudinal and Transverse Joint ", per linear foot. The unit Contract price per linear foot for "Sealing Existing Longitudinal and Transverse Joint ", shall be full payment for all costs to complete the Work as specified, including removing incompressible material, preparing and sealing existing transverse and longitudinal joints where existing transverse and longitudinal joints are cleaned and for all incidentals required to complete the Work as specified. 5- 02.AP5 Section 5 -02, Bituminous Surface Treatment April 4, 2016 5- 02.3(2) Preparation of Roadway Surface This section is supplemented with the following new subsection: 5- 02.3(2)E Crack Sealing Where shown in the Plans, seal cracks and joints in the pavement in accordance with Section 5- 04.3(4)A1 and the following: 1. Cracks 1/4 inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width — fill with sand slurry. 5- 04.AP5 Section 5 -04, Hot Mix Asphalt January 3, 2017 This section (and all subsections) is revised to read: This Section 5 -04 is written in a style which, unless otherwise indicated, shall be interpreted as direction to the Contractor. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 5 -04.1 Description This Work consists of providing and placing one or more layers of plant -mixed hot mix asphalt (HMA) on a prepared foundation or base, in accordance with these Specifications and the lines, grades, thicknesses, and typical cross - sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. HMA shall be composed of asphalt binder and mineral materials as required, and may include reclaimed asphalt pavement (RAP) or reclaimed asphalt shingles (RAS), mixed in the proportions specified to provide a homogeneous, stable, and workable mix. 5 -04.2 Materials Provide materials as specified in these sections: Asphalt Binder 9- 02.1(4) Cationic Emulsified Asphalt 9- 02.1(6) Anti - Stripping Additive 9 -02.4 Warm Mix Asphalt Additive 9 -02.5 Aggregates 9 -03.8 Reclaimed Asphalt Pavement (RAP) 9- 03.8(3)B Reclaimed Asphalt Shingles (RAS) 9- 03.8(3)B Mineral Filler 9- 03.8(5) Recycled Material 9 -03.21 Joint Sealants 9 -04.2 Closed Cell Foam Backer Rod 9- 04.2(3)A 5- 04.2(1) How to Get an HMA Mix Design on the QPL Comply with each of the following: • Develop the mix design in accordance with WSDOT SOP 732. • Develop a mix design that complies with Sections 9- 03.8(2) and 9- 03.8(6). • Develop a mix design no more than 6 months prior to submitting it for QPL evaluation. • Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including WSDOT Form 350 -042. • Include representative samples of the materials that are to be used in the HMA production as part of the mix design submittal. • Identify the brand, type, and percentage of anti - stripping additive in the mix design submittal. • Include with the mix design submittal a certification from the asphalt binder supplier that the anti - stripping additive is compatible with the crude source and the formulation of asphalt binder proposed for use in the mix design. • Do not include warm mix asphalt (WMA) additives when developing a mix design or submitting a mix design for QPL evaluation. The use of warm mix AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • asphalt (WMA) additives is not part of the process for obtaining approval for listing a mix design on the QPL. Refer to Section 5- 04.2(2)B. The Contracting Agency's basis for approving, testing, and evaluating HMA mix designs for approval on the QPL is dependent on the contractual basis for acceptance of the HMA mixture, as shown in Table 1. Table 1 Basis for Contracting Agency Evaluation of HMA Mix Designs for Approval on the QPL Contractual Basis for Acceptance of HMA Mixture (see Section 5- 04.3(9)) Basis for Contracting Agency Approval of Mix Design for Placement on QPL Contracting Agency Materials Testing for Evaluation of the Mix Design Statistical Evaluation WSDOT Standard Practice QC -8 The Contracting Agency will test the mix design materials for compliance with Sections 9- 03.8(2) and 9- 03.8(6). Visual Evaluation Review of Form 350 -042 for compliance with Sections 9- 03.8(2) and 9-03.8(6) The Contracting Agency may elect to test the mix design materials, or evaluate in accordance with WSDOT Standard Practice QC -8, at its sole discretion. If the Contracting Agency approves the mix design, it will be listed on the QPL for 12 consecutive months. The Contracting Agency may extend the 12 month listing provided the Contractor submits a certification letter to the Qualified Products Engineer verifying that the aggregate source and job mix formula (JMF) gradation, and asphalt binder crude source and formulation have not changed. The Contractor may submit the certification no sooner than three months prior to expiration of the initial 12 month mix design approval. Within 7 calendar days of receipt of the Contractor's certification, the Contracting Agency will update the QPL. The maximum duration for approval of a mix design and listing on the QPL will be 24 months from the date of initial approval or as approved by the Engineer. 5- 04.2(1)A Mix Designs Containing RAP and /or RAS Mix designs are classified by the RAP and /or RAS content as shown in Table 2. Table 2 Mix Design Classification Based on RAP /RAS Content RAP /RAS Classification RAP /RAS Content' Low RAP /No RAS 0% <_ RAP% <_ 20% and RAS% = 0% High RAP /Any RAS 20% < RAP% <_ Maximum Allowable RAP2 and /or 0% < RAS% <_ Maximum Allowable RAS2 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 'Percentages in this table are by total weight of HMA 'See Table 4 to determine the limits on the maximum amount RAP and /or RAS. 5- 04.2(1)A1 Low RAP /No RAS — Mix Design Submittals for Placement on QPL For Low RAP /No RAS mix designs, comply with the following additional requirements: 1. Develop the mix design with or without the inclusion of RAP. 2. The asphalt binder grade shall be the grade indicated in the Bid item name or as otherwise required by the Contract. 3. Submit samples of RAP if used in development of the mix design. 4. Testing RAP or RAS stockpiles is not required for obtaining approval for placing these mix designs on the QPL. 5- 04.2(1)A2 High RAP /Any RAS - Mix Design Submittals for Placement on QPL For High RAP /Any RAS mix designs, comply with the following additional requirements: 1. For mix designs with any RAS, test the RAS stockpile (and RAP stockpile if any RAP is in the mix design) in accordance with Table 3. • 2. For High RAP mix designs with no RAS, test the RAP stockpile in • accordance with Table 3. 3. For mix designs with High RAP /Any RAS, construct a single stockpile for RAP and a single stockpile for RAS and isolate (sequester) these stockpiles from further stockpiling before beginning development of the mix design. Test the RAP and RAS during stockpile construction as required by item 1 and 2 above. Use the test data in developing the mix design, and report the test data to the Contracting Agency on WSDOT Form 350 -042 as part of the mix design submittal for approval on the QPL. Account for the reduction in asphalt binder contributed from RAS in accordance with AASHTO PP 78. Do not add to these stockpiles after starting the mix design process. Table 3 Test Frequency of RAP /RAS During RAP /RAS Stockpile Construction For Approving a High RAP /Any RAS Mix Design for Placement on the QPL Test Frequency' Test for Test Method • 1/1000 tons of RAP (minimum of 10 per mix design) and Asphalt Binder Content and Sieve Analysis of Fine FOP for AASHTO T 308 and AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1 /3/17 RFB #17 -001 January 2017 • • 1/100 tons of and Coarse FOP for WAQTC T RAS (minimum of 10 per mix design) Aggregate 27/T 11 1 "tons ", in this table, refers to tons of the reclaimed material before being incorporated into HMA. 4. Limit the amount of RAP and /or RAS used in a High RAP /Any RAS mix design by the amount of binder contributed by the RAP and /or RAS, in accordance with Table 4. Table 4 Maximum Amount of RAP and /or RAS in HMA Mixture Maximum Amount of Binder Contributed from: RAP RAS 40 %1 minus contribution of binder from RAS 20002 1 Calculated as the weight of asphalt binder contributed from the RAP as a percentage of the total weight of asphalt binder in the mixture. 2 Calculated as the weight of asphalt binder contributed from the RAS as a percentage of the total weight of asphalt binder in the mixture. 5. Develop the mix design including RAP, RAS, recycling agent, and new binder. 6. Extract, recover, and test the asphalt residue from the RAP and RAS stockpiles to determine the percent of recycling agent and /or grade of new asphalt binder needed to meet but not exceed the performance grade (PG) of asphalt binder required by the Contract. a. Perform the asphalt extraction in accordance with AASHTO T 164 or ASTM D 2172 using reagent grade solvent. b. Perform the asphalt recovery in accordance with AASHTO R 59 or ASTM D 1856. c. Test the recovered asphalt residue in accordance with AASHTO R 29 to determine the asphalt binder grade in accordance with Section 9- 02.1(4). d. After determining the recovered asphalt binder grade, determine the percent of recycling agent and /or grade of new asphalt binder in accordance with ASTM D 4887. e. Test the final blend of recycling agent, binder recovered from the RAP and RAS, and new asphalt binder in accordance with AASHTO R 29. The final blended binder shall meet but not exceed the performance grade of asphalt binder required by the Contract and comply with the requirements of Section 9- 02.1(4). AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 7. Include the following test data with the mix design submittal: a. All test data from RAP and RAS stockpile construction. b. All data from testing the recovered and blended asphalt binder. 8. Include representative samples of the following with the mix design submittal: a. RAP and RAS. b. 150 grams of recovered asphalt residue from the RAP and RAS that are to be used in the HMA production. 5- 04.2(1)B Commercial HMA - Mix Design Submittal for Placement on QPL For HMA used in the Bid item Commercial HMA, in addition to the requirements of 5- 04.2(1) identify the following in the submittal: 1. Commercial HMA 2. Class of HMA 3. Performance grade of binder 4. Equivalent Single Axle Load (ESAL) The Contracting Agency may elect to approve Commercial HMA mix designs without evaluation. 5- 04.2(1)C Mix Design Resubmittal for QPL Approval Develop a new mix design and resubmit for approval on the QPL when any of the following changes occur. When these occur, discontinue using the mix design until after it is reapproved on the QPL. 1. Change in the source of crude petroleum used in the asphalt binder. 2. Changes in the asphalt binder refining process. 3. Changes in additives or modifiers in the asphalt binder. 4. Changes in the anti -strip additive, brand, type or quantity. 5. Changes to the source of material for aggregate. 6. Changes to the job mix formula that exceed the amounts as described in item 2 of Section 9- 03.8(7), unless otherwise approved by the Engineer. 7. Changes in the percentage of material from a stockpile, when such changes exceed 5% of the total aggregate weight. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 a. For Low RAP /No RAS mix designs developed without RAP, changes to the percentage of material from a stockpile will be calculated based on the total aggregate weight not including the weight of RAP. b. For Low RAP /No RAS mix designs developed with RAP, changes to the percentage of material from a stockpile will be calculated based on the total aggregate weight including the weight of RAP. c. For High RAP /Any RAS mix designs, changes in the percentage of material from a stockpile will be based on total aggregate weight including the weight of RAP (and /or RAS when included in the mixture). Prior to making any change in the amount of RAS in an approved mix design, notify the Engineer for determination of whether a new mix design is required, and obtain the Engineer's approval prior to implementing such changes. 5- 04.2(2) Mix Design — Obtaining Project Approval Use only mix designs listed on the Qualified Products List (QPL). Submit WSDOT Form 350 -041 to the Engineer to request approval to use a mix design from the QPL. Changes to the job mix formula (JMF) that have been approved on other contracts may be included. The Engineer may reject a request to use a mix design if production of HMA using that mix design on any contract is not in compliance with Section 5- 04.3(11)D, E, F, and G for mixture or compaction. 5- 04.2(2)A Changes to the Job Mix Formula The approved mix design obtained from the QPL will be considered the starting job mix formula (JMF) and shall be used as the initial basis for acceptance of HMA mixture, as detailed in Section 5- 04.3(9). During production the Contractor may request to adjust the JMF. Any adjustments to the JMF will require approval of the Engineer and shall be made in accordance with item 2 of Section 9- 03.8(7). After approval by the Engineer, such adjusted JMF's shall constitute the basis for acceptance of the HMA mixture. 5- 04.2(2)B Using Warm Mix Asphalt Processes The Contractor may, at the Contractor's discretion, elect to use warm mix asphalt (WMA) processes for producing HMA. WMA processes include organic additives, chemical additives, and foaming. The use of WMA is subject to the following: Do not use WMA processes in the production of High RAP /Any RAS mixtures. Before using WMA processes, obtain the Engineer's approval using WSDOT Form 350 -076 to describe the proposed WMA process. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 5 -04.3 Construction Requirements 5- 04.3(1) Weather Limitations Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31st of the following year, without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified in Table 5, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Table 5 Minimum Surface Temperature for Paving Compacted Thickness (Feet) Wearing Course Other Courses Less than 0.10 55 °F 45 °F 0.10 to 0.20 45 °F 35 °F More than 0.20 35 °F 35 °F 5- 04.3(2) Paving Under Traffic These requirements apply when the Roadway being paved is open to traffic. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. During paving operations, maintain temporary pavement markings throughout the project. Install temporary pavement markings on the Roadway prior to opening to traffic. Temporary pavement markings shall comply with Section 8 -23. 5- 04.3(3) Equipment 5- 04.3(3)A Mixing Plant Equip mixing plants as follows. 1. Use tanks for storage and preparation of asphalt binder which: • Heat the contents by means that do not allow flame to contact the contents or the tank, such as by steam or electricity. • Heat and hold contents at the required temperatures. • Continuously circulate contents to provide uniform temperature and consistency during the operating period. • Provide an asphalt binder sampling valve, in either the storage tank or the supply line to the mixer. 2. Provide thermometric equipment: In the asphalt binder feed line near the charging valve at the mixer unit, capable of detecting temperature ranges expected in the HMA and in a location convenient and safe for access by Inspectors. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • At the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates, and situated in full view of the plant operator. 3. When heating asphalt binder: • Do not exceed the maximum temperature of the asphalt binder recommended by the asphalt binder supplier. • Avoid local variations in heating. • Provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25 °F. 4. Provide a mechanical sampler for sampling mineral materials that: • Meets the crushing or screening requirements of Section 1 -05.6. 5. Provide HMA sampling equipment that complies with WSDOT SOP T -168. • Use a mechanical sampling device installed between the discharge of the silo and the truck transport, approved by the Engineer, or • Platforms or devices to enable sampling from the truck transport without entering the truck transport for sampling HMA. 6. Provide for setup and operation of the Contracting Agency's field testing: • As required in Section 3- 01.2(2). 7. Provide screens or a lump breaker: • When using any RAP or any RAS, to eliminate oversize RAP or RAS particles from entering the pug mill or drum mixer. 5- 04.3(3)B Hauling Equipment Provide HMA hauling equipment with tight, clean, smooth metal beds and a cover of canvas or other suitable material of sufficient size to protect the HMA from adverse weather. Securely attach the cover to protect the HMA whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45 °F. Prevent HMA from adhering to the hauling equipment. Spray metal beds with an environmentally benign release agent. Drain excess release agent prior to filling hauling equipment with HMA. Do not use petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA. For hopper trucks, operate the conveyer during the process of applying the release agent. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 5- 04.3(3)C Pavers Use self- contained, power - propelled pavers provided with an internally heated vibratory screed that is capable of spreading and finishing courses of HMA in lane widths required by the paving section shown in the Plans. When requested by the Engineer, provide written certification that the paver is equipped with the most current equipment available from the manufacturer for the prevention of segregation of the coarse aggregate particles. The certification shall list the make, model, and year of the paver and any equipment that has been retrofitted to the paver. • Operate the screed in accordance with the manufacturer's recommendations and in a manner to produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. Provide a copy of the manufacturer's recommendations upon request by the Contracting Agency. Extensions to the screed will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. In the Travelled Way do not use extensions without both augers and an internally heated vibratory screed. Equip the paver with automatic screed controls and sensors for either or both sides of the paver. The controls shall be capable of sensing grade from an outside reference line, sensing the transverse slope of the screed, and providing automatic signals that operate the screed to maintain the desired grade and transverse slope. Construct the sensor so it will operate from a reference line or a mat referencing device. The transverse slope controller shall be capable of maintaining the screed at the desired slope within plus or minus 0.1 percent. Equip the paver with automatic feeder controls, properly adjusted to maintain a • uniform depth of material ahead of the screed. Manual operation of the screed is permitted in the construction of irregularly shaped and minor areas. These areas include, but are not limited to, gore areas, road approaches, tapers and left -turn channelizations. When specified in the Contract, provide reference lines for vertical control. Place reference lines on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line is permitted. Automatically control the grade and slope of intermediate lanes by means of reference lines or a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross - section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • Furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1 -08.6. 5- 04.3(3)D Material Transfer Device or Material Transfer Vehicle Use a material transfer device (MTD) or material transfer vehicle (MTV) to deliver the HMA from the hauling equipment to the paving machine for any lift in (or partially in) the top 0.30 feet of the pavement section used in traffic lanes. However, an MTD /V is not required for HMA placed in irregularly shaped and minor areas such as tapers and turn lanes, or for HMA mixture that is accepted by Visual Evaluation. At the Contractor's request the Engineer may approve paving without an MTD /V; the Engineer will determine if an equitable adjustment in cost or time is due. If a windrow elevator is used, the Engineer may limit the length of the windrow in urban areas or through intersections. To be approved for use, an MTV: 1. Shall be a self - propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. To be approved for use, an MTD: 1. Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5- 04.3(3)E Rollers Operate rollers in accordance with the manufacturer's recommendations. When requested by the Engineer, provide a Type 1 Working Drawing of the manufacturer's recommendation for the use of any roller planned for use on the project. Do not use rollers that crush aggregate, produce pickup or washboard, AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 unevenly compact the surface, displace the mix, or produce other undesirable results. 5- 04.3(4) Preparation of Existing Paved Surfaces • Before constructing HMA on an existing paved surface, the entire surface of the pavement shall be clean. Entirely remove all fatty asphalt patches, grease drippings, and other deleterious substances from the existing pavement to the satisfaction of the Engineer. Thoroughly clean all pavements or bituminous surfaces of dust, soil, pavement grindings, and other foreign matter. Thoroughly remove any cleaning or solvent type liquids used to clean equipment spilled on the pavement before paving proceeds. Fill all holes and small depressions with an appropriate class of HMA. Level and thoroughly compact the surface of the patched area. Apply a uniform coat of asphalt (tack coat) to all paved surfaces on which any course of HMA is to be placed or abutted. Apply tack coat to cover the cleaned existing pavement with a thin film of residual asphalt free of streaks and bare spots. Apply a heavy application of tack coat to all joints. For Roadways open to traffic, limit the application of tack coat to surfaces that will be paved during the same working shift. Equip the spreading equipment with a thermometer to indicate the temperature of the tack coat material. Do not operate equipment on tacked surfaces until the tack has broken and cured. Repair tack coat damaged by the Contractor's operation, prior to placement of the HMA. Unless otherwise approved by the Engineer, use cationic emulsified asphalt CSS -1, CSS -1 h, STE -1, or Performance Graded (PG) asphalt for tack coat. The CSS -1 and CSS -1 h may be diluted with water at a rate not to exceed one part water to one part emulsified asphalt. Do not allow the tack coat material to exceed the maximum temperature recommended by the asphalt supplier. When shown in the Plans, prelevel uneven or broken surfaces over which HMA is to be placed by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. 5- 04.3(4)A Crack Sealing 5- 04.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks 1/4 inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS -1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the crack. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer's recommendations. Furnish a Type 1 Working Drawing of the manufacturer's product information and recommendations to the Engineer prior to the start of work, including the manufacturer's recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor's method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5- 04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5- 04.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: 1. Cracks 1/4 inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width — fill with sand slurry. 5- 04.3(4)B Soil Residual Herbicide Where shown in the Plans, apply one application of an approved soil residual herbicide. Comply with Section 8- 02.3(3)B. Complete paving within 48 hours of applying the herbicide. Use herbicide registered with the Washington State Department of Agriculture for use under pavement. Before use, obtain the Engineer's approval of the herbicide and the proposed rate of application. Include the following information in the request for approval of the material: 1. Brand Name of the Material, 2. Manufacturer, 3. Environmental Protection Agency (EPA) Registration Number, 4. Material Safety Data Sheet, and 5. Proposed Rate of Application. 5- 04.3(4)C Pavement Repair Excavate pavement repair areas and backfill these with HMA in accordance with the details shown in the Plans and as staked. Conduct the excavation operations in a manner that will protect the pavement that is to remain. Repair pavement not designated to be removed that is damaged as a result of the Contractor's operations to the satisfaction of the Engineer at no cost to the Contracting AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Agency. Excavate only within one lane at a time unless approved otherwise by the Engineer. Do not excavate more area than can be completely backfilled and compacted during the same shift. Unless otherwise shown in the Plans or determined by the Engineer, excavate to • a depth of 1.0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, sawcut the perimeter of the pavement area to be removed unless the pavement in the pavement repair area is to be removed by a pavement grinder. Excavated materials shall be the property of the Contractor and shall be disposed of in a Contractor - provided site off the Right of Way or used in accordance with Sections 2- 02.3(3) or 9- 03.21. Apply a heavy application of tack coat to all surfaces of existing pavement in the pavement repair area, in accordance with Section 5- 04.3(4). Place the HMA backfill in lifts not to exceed 0.35 -foot compacted depth. Thoroughly compact each lift by a mechanical tamper or a roller. 5- 04.3(5) Producing /Stockpiling Aggregates, RAP, & RAS Produce aggregate in compliance with Section 3 -01. Comply with Section 3 -02 for preparing stockpile sites, stockpiling, and removing from stockpile each of the following: aggregates, RAP, and RAS. Provide sufficient storage space for each size of aggregate, RAP and RAS. Fine aggregate or RAP may be uniformly blended with the RAS as a method of preventing the agglomeration of RAS particles. Remove the aggregates, RAP and RAS from stockpile(s) in a manner that ensures minimal segregation when being moved to the HMA plant for processing into the final mixture. Keep different aggregate sizes separated until they have been delivered to the HMA plant. 5- 04.3(5)A Stockpiling RAP or RAS for High RAP /Any RAS Mixes Do not place any RAP or RAS into a stockpile which has been sequestered for a High RAP /Any RAS mix design. Do not incorporate any RAP or RAS into a High RAP /Any RAS mixture from any source other than the stockpile which was sequestered for approval of that particular High RAP /Any RAS mix design. RAP that is used in a Low RAP /No RAS mix is not required to come from a sequestered stockpile. 5- 04.3(6) Mixing The asphalt supplier shall introduce anti - stripping additive, in the amount designated on the QPL for the mix design, into the asphalt binder prior to shipment to the asphalt mixing plant. Anti -strip is not required for temporary work that will be removed prior to Physical Completion. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • Use asphalt binder of the grade, and from the supplier, in the approved mix design. Prior to introducing reclaimed materials into the asphalt plant, remove wire, nails, and other foreign material. Discontinue use of the reclaimed material if the Engineer, in their sole discretion, determines the wire, nails, or other foreign material to be excessive. Size RAP and RAS prior to entering the mixer to provide uniform and thoroughly mixed HMA. If there is evidence of the RAP or RAS not breaking down during the heating and mixing of the HMA, immediately suspend the use of the RAP or RAS until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, RAS, new asphalt binder and recycling agent have been introduced into the mixer, mix the HMA until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, RAP and RAS is ensured. Upon discharge from the mixer, ensure that the temperature of the HMA does not exceed the optimum mixing temperature shown on the approved Mix Design Report by more than 25 °F, or as approved by the Engineer. When a WMA additive is included in the manufacture of HMA, do not heat the WMA additive (at any stage of production including in binder storage tanks) to a temperature higher than the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, reduce the moisture content. During the daily operation, HMA may be temporarily held in approved storage facilities. Do not incorporate HMA into the Work that has been held for more than 24 hours after mixing. Provide an easily readable, low bin -level indicator on the storage facility that indicates the amount of material in storage. Waste the HMA in storage when the top level of HMA drops below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Dispose of rejected or waste HMA at no expense to the Contracting Agency. 5- 04.3(7) Spreading and Finishing Do not exceed the maximum nominal compacted depth of any layer in any course, as shown in Table 6, unless approved by the Engineer: Table 6 Maximum Nominal Compacted Depth of Any Layer HMA Class Wearing Course Other than Wearing Course 1 inch 0.35 feet 0.35 feet % and 'A inch 0.30 feet 0.35 feet 3/s inch 0.15 feet 0.15 feet AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Use HMA pavers complying with Section 5- 04.3(3) to distribute the mix. On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, place the material produced for each JMF with separate spreading and compacting equipment. Do not intermingle HMA produced from more than one JMF. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF. 5- 04.3(8) Aggregate Acceptance Prior to Incorporation in HMA Sample aggregate for meeting the requirements of Section 3 -04 prior to being incorporated into HMA. (The acceptance data generated for the Section 3 -04 acceptance analysis will not be commingled with the acceptance data generated for the Section 5- 04.3(9) acceptance analysis.) Aggregate acceptance samples shall be taken as described in Section 3 -04. Aggregate acceptance testing will be performed by the Contracting Agency. Aggregate contributed from RAP and /or RAS will not be evaluated under Section 3 -04. For aggregate that will be used in HMA mixture which will be accepted by Statistical Evaluation, the Contracting Agency's acceptance of the aggregate will be based on: 1. Samples taken prior to mixing with asphalt binder, RAP, or RAS; 2. Testing for the materials properties of fracture, uncompacted void content, and sand equivalent; 3. Evaluation by the Contracting Agency in accordance with Section 3 -04, including price adjustments as described therein. For aggregate that will be used in HMA which will be accepted by Visual Evaluation, evaluation in accordance with items 1, 2, and 3 above is at the discretion of the Engineer. 5- 04.3(9) HMA Mixture Acceptance The Contracting Agency will evaluate HMA mixture for acceptance by one of three methods as determined from the criteria in Table 7. Table 7 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Basis of Acceptance for HMA Mixture Visual Evaluation Statistical Evaluation Criteria for Selecting the Evaluation Method • • Commercial HMA placed at any location Any HMA placed in: o sidewalks o road approaches o ditches o slopes • • All HMA mixture other than that accepted by Visual Evaluation AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 1 Temporary pavement is HMA that will be removed before Physical Completion of the Contract. 5- 04.3(9)A Test Sections This Section applies to HMA mixture accepted by Statistical Evaluation. A test section is not allowed for HMA accepted by Visual Evaluation. The purpose of a test section is to determine whether or not the Contractor's mix design and production processes will produce HMA meeting the Contract requirements related to mixture. Construct HMA mixture test sections at the beginning of paving, using at least 600 tons and a maximum of 1,000 tons or as specified by the Engineer. Each test section shall be constructed in one continuous operation. 5- 04.3(9)A1 Test Section — When Required, When to Stop Use Tables 8 and 9 to determine when a test section is required, optional, or not allowed, and to determine when performing test sections may end. Each mix design will be evaluated independently for the test section requirements. If more than one test section is required, each test section shall be evaluated separately by the criteria in table 8 and 9. Table 8 Criteria for Conducting and Evaluating HMA Mixture Test Sections (For HMA Mixture Accepted by Statistical Evaluation) o paths o trails o gores o prelevel o temporary pavement' o pavement repair Low RAP /No RAS Is Mixture Test Section Optional or Mandatory? Mandatory' • Other nonstructural applications of HMA as approved by the 4 calendar days2 4 calendar days2 What Must Happen to Stop Performi ng Test Sections? Meet "Results Required to Stop Performing Test Sections" in Table 9 for High RAP /Any RAS. Engineer 1 Temporary pavement is HMA that will be removed before Physical Completion of the Contract. 5- 04.3(9)A Test Sections This Section applies to HMA mixture accepted by Statistical Evaluation. A test section is not allowed for HMA accepted by Visual Evaluation. The purpose of a test section is to determine whether or not the Contractor's mix design and production processes will produce HMA meeting the Contract requirements related to mixture. Construct HMA mixture test sections at the beginning of paving, using at least 600 tons and a maximum of 1,000 tons or as specified by the Engineer. Each test section shall be constructed in one continuous operation. 5- 04.3(9)A1 Test Section — When Required, When to Stop Use Tables 8 and 9 to determine when a test section is required, optional, or not allowed, and to determine when performing test sections may end. Each mix design will be evaluated independently for the test section requirements. If more than one test section is required, each test section shall be evaluated separately by the criteria in table 8 and 9. Table 8 Criteria for Conducting and Evaluating HMA Mixture Test Sections (For HMA Mixture Accepted by Statistical Evaluation) High RAP /Any RAS Low RAP /No RAS Is Mixture Test Section Optional or Mandatory? Mandatory' At Contractor's Option Waiting period after paving the test section. 4 calendar days2 4 calendar days2 What Must Happen to Stop Performi ng Test Sections? Meet "Results Required to Stop Performing Test Sections" in Table 9 for High RAP /Any RAS. Provide samples and respond to WSDOT test results required by Table 9 for Low RAP /No RAS. 'If a mix design has produced an acceptable test section on a previous contract (paved in the same calendar year, from the AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 same plant, using the same JMF) the test section may be waived if approved by the Engineer. 2This is to provide time needed by the Contracting Agency to complete testing and the Contractor to adjust the mixture in response to those test results. Paving may resume when this is done. Table 9 Results Required to Stop Performing HMA Mixture Test Sections' (For HMA Mixture Accepted by Statistical Evaluation) Test Property Type of HMA High RAP /Any RAS Low RAP /No RAS Gradation Minimum PF; of 0.95 based on the criteria in Section 5- 04.3(9)B42 None4 Asphalt Binder Minimum PF; of 0.95 based on the criteria in Section 5- 04.3(9)B42 None4 Va Minimum PF; of 0.95 based on the criteria in Section 5- 04.3(9)B42 None4 Hamburg Wheel Track Indirect Tensile Strength Meet requirements of Section 9-03.8(2).3 These tests will not be done as part of Test Section. Aggregates Sand Equivalent Uncompacted Void Content Fracture Nonstatistical Evaluation in accordance with the requirements of Section 3 -043 None3 11n addition to the requirements of this table, acceptance of the HMA mixture used in each test section is subject to the acceptance criteria and price adjustments for Statistical Evaluation (see Table 9a). 2Divide the test section lot into three sublots, approximately equal in size. Take one sample from each sublot, and test each sample for the property in the first column. 3Take one sample for each test section lot. Test the sample for the properties in the first column. 4Divide the test section lot into three sublots, approximately equal in size. Take one sample from each sublot, and test each sample for the property in the first column. There are no criteria for discontinuing test sections for these mixes; however, the contractor must comply with Section 5- 04.3(11)F before resuming paving. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 5- 04.3(9)A2 Test Section — Evaluating the HMA Mixture in a Test Section The Engineer will evaluate the HMA mixture in each test section for rejection, acceptance, and price adjustments based on the criteria in Table 9a using the data generated from the testing required by Table 9. Each test section shall be considered a separate lot. Table 9a Acceptance Criteria for HMA Mixture Placed in a Test Section (For HMA Mixture Accepted by Statistical Evaluation) Test Property Type of HMA High RAP /Any RAS Low RAP /No RAS Gradation Asphalt Binder Va Statistical Evaluation Statistical Evaluation Hamburg Wheel Track Indirect Tensile Strength Pass /Fail for the requirements of Section 9- 03.8(2)1 N/A HMA Aggregate Sand Equivalent Uncompacted Void Content Nonstatistical Evaluation in accordance with the requirements of Section 3 -04 Nonstatistical Evaluation in accordance with the requirements of Section 3 -04 'Failure to meet the specifications for Hamburg and /or IDT will cause the mixture in the test section to be rejected. Refer to Section 5- 04.3(11). 5- 04.3(9)B Mixture Acceptance — Statistical Evaluation 5- 04.3(9)B1 Mixture Statistical Evaluation — Lots and Sublots HMA mixture which is accepted by Statistical Evaluation will be evaluated by the Contracting Agency dividing that HMA tonnage into mixture lots, and each mixture lot will be evaluated using stratified random sampling by the Contracting Agency sub - dividing each mixture lot into mixture sublots. All mixture in a mixture lot shall be of the same mix design. The mixture sublots will be numbered in the order in which the mixture (of a particular mix design) is paved. Each mixture lot comprises a maximum of 15 mixture sublots, except: • The final mixture lot of each mix design on the Contract will comprise a maximum of 25 sublots. • A mixture lot for a test section will consist of three sublots. Each mixture sublot shall be approximately uniform in size with the maximum mixture sublot size as specified in Table 10. The quantity of material represented by the final mixture sublot of the project, for each mix design on the project, may be increased to a maximum of two times the mixture sublot quantity calculated. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Table 10 Maximum HMA Mixture Sublot Size For HMA Accepted b Statistical Evaluation HMA Original Plan Quantity (tons)1 Maximum Sublot Size (tons)2 < 20,000 1,000 20,000 to 30,000 1,500 >30,000 2,000 "Plan quantity" means the plan quantity of all HMA of the same class and binder grade which is accepted by Statistical Evaluation. 2 The maximum sublot size for each combination of HMA class and binder grade shall be calculated separately. • For a mixture lot in progress with a mixture CPF less than 0.75, a new mixture lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. See also Section 5- 04.3(11)F. • If, before completing a mixture lot, the Contractor requests a change to the JMF which is approved by the Engineer, the mixture produced in that lot after the approved change will be evaluated on the basis of the changed JMF, and the mixture produced in that lot before the approved change will be evaluated on the basis of the unchanged JMF; however, the mixture before and after the change will be evaluated in the same lot. Acceptance of subsequent mixture lots will be evaluated on the basis of the changed JMF. 5- 04.3(9)B2 Mixture Statistical Evaluation — Sampling Comply with Section 1- 06.2(1). Samples of HMA mixture which is accepted by Statistical Evaluation will be randomly selected from within each sublot, with one sample per sublot. The Engineer will determine the random sample location using WSDOT Test Method T 716. The Contractor shall obtain the sample when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with FOP for WAQTC T 168. 5- 04.3(9)B3 Mixture Statistical Evaluation — Acceptance Testing Comply with Section 1- 06.2(1). The Contracting Agency will test the mixture sample from each sublot (including sublots in a test section) for the properties shown in Table 11. Table 11 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Testing Required for each HMA Mixture Sublot • Test Procedure Performed by Va WSDOT SOP 731 Engineer AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Asphalt Binder Content FOP for AASHTO T 308 Engineer Gradation: Percent Passing 11/2' 1", % ", 1/2 ", 3/8 ", No. 4, No. 8, No. 200 FOP for WAQTC T 27/T 11 Engineer The mixture samples and tests taken for the purpose of determining acceptance of the test section (as described in Section 5- 04.3(9)A) shall also be used as the test results for acceptance of the mixture described in 5- 04.3(9)B3, 5- 04.3(9)B4, 5- 04.3(9)B5, and 5- 04.3(9)B6. 5- 04.3(9)B4 Mixture Statistical Evaluation — Pay Factors Comply with Section 1- 06.2(2). The Contracting Agency will determine a pay factor (PF;) for each of the properties in Table 11, for each mixture lot, using the quality level analysis in Section 1- 06.2(2)D. For Gradation, a pay factor will be calculated for each of the sieve sizes listed in Table 11 which is equal to or smaller than the maximum allowable aggregate size (100 percent passing sieve) of the HMA mixture. The USL and LSL shall be calculated using the Job Mix Formula Tolerances (for Statistical Evaluation) in Section 9- 03.8(7). If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 5- 04.3(9)B5 Mixture Statistical Evaluation — Composite Pay Factors (CPF) Comply with Section 1- 06.2(2). In accordance with Section 1- 06.2(2)D4, the Contracting Agency will determine a Composite Pay Factor (CPF) for each mixture lot from the pay factors calculated in Section 5- 04.3(9)B4, using the price adjustment factors in Table 12. Unless otherwise specified, the maximum CPF for HMA mixture shall be 1.05. Table 12 HMA Mixture Price Adjustment Factors Constituent Factor "f" All aggregate passing: 11/2 ", 1 ", 3/4', h /2', 3/8" and No.4 sieves 2 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) 20 5- 04.3(9)B6 Mixture Statistical Evaluation — Price Adjustments For each HMA mixture lot, a Job Mix Compliance Price Adjustment will be determined and applied, as follows: JMCPA = [0.60 x (CPF — 1.00)] x Q x UP AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Where JMCPA = Job Mix Compliance Price Adjustment for a given lot of mixture ($) CPF = Composite Pay factor for a given lot of mixture (maximum is 1.05) Q = Quantity in a given lot of mixture (tons) UP = Unit price of the HMA in a given lot of mixture ($ /ton) 5- 04.3(9)B7 Mixture Statistical Evaluation — Retests The Contractor may request that a mixture sublot be retested. To request a retest, submit a written request to the Contracting Agency within 7 calendar days after the specific test results have been posted to the website or emailed to the Contractor, whichever occurs first. The Contracting Agency will send a split of the original acceptance sample for testing by the Contracting Agency to either the Region Materials Laboratory or the State Materials Laboratory as determined by the Engineer. The Contracting Agency will not test the split of the sample with the same equipment or by the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and Va, and the results of the retest will be used for the acceptance of the HMA mixture in place of the original mixture sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $250 per sample. 5- 04.3(9)C Vacant 5- 04.3(9)D Mixture Acceptance — Visual Evaluation Visual Evaluation of HMA mixture will be by visual inspection by the Engineer or, in the sole discretion of the Engineer, the Engineer may sample and test the mixture. 5- 04.3(9)D1 Mixture Visual Evaluation — Lots, Sampling, Testing, Price Adjustments HMA mixture accepted by Visual Evaluation will not be broken into lots unless the Engineer determines that testing is required. When that occurs, the Engineer will identify the limits of the questionable HMA mixture, and that questionable HMA mixture shall constitute a lot. Then, the Contractor will take samples from the truck, or the Engineer will take core samples from the roadway at a minimum of three random locations from within the lot, selected in accordance with WSDOT Test Method T 716, taken from the roadway in accordance with WSDOT SOP 734, and tested in accordance with WSDOT SOP 737. The Engineer will test one of the samples for all constituents in Section 5- 04.3(9)B3. If all constituents from that test fall within the Job Mix Formula Tolerances (for Visual Evaluation) in Section 9- 03.8(7), the lot will be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside those tolerance limits, the other samples will be tested for all constituents in Section 5- 04.3(9)B3, AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • and a Job Mix Compliance Price Adjustment will be calculated in accordance with Table 13. Table 13 Visual Evaluation — Out of Tolerance Procedures Comply with the Following Pay Factors' Section 5- 04.3(9)B4 Composite Pay Factors2 Section 5- 04.3(9)B5 Price Adjustments Section 5- 04.3(9)B6 'The Visual Evaluation tolerance limits in Section 9- 03.8(7) will be used in the calculation of the PFi. 2The maximum CPF shall be 1.00. 5- 04.3(9)E Mixture Acceptance — Notification of Acceptance Test Results The results of all mixture acceptance testing and the Composite Pay Factor (CPF) of the lot after three sublots have been tested will be available to the Contractor through The Contracting Agency's website. The Contracting Agency will endeavor to provide written notification (via email to the Contractor's designee) of acceptance test results through its web -based materials testing system Statistical Analysis of Materials (SAM) within 24 hours of the sample being made available to the Contracting Agency. However, the Contractor agrees: 1. Quality control, defined as the system used by the Contractor to monitor, assess, and adjust its production processes to ensure that the final HMA mixture will meet the specified level of quality, is the sole responsibility of the Contractor. 2. The Contractor has no right to rely on any testing performed by the Contracting Agency, nor does the Contractor have any right to rely on timely notification by the Contracting Agency of the Contracting Agency's test results (or statistical analysis thereof), for any part of quality control and /or for making changes or correction to any aspect of the HMA mixture. 3. The Contractor shall make no claim for untimely notification by the Contracting Agency of the Contracting Agency's test results or statistical analysis. 5- 04.3(10) HMA Compaction Acceptance For all HMA, the Contractor shall comply with the General Compaction Requirements in Section 5- 04.3(10)A. The Contracting Agency will evaluate all HMA for compaction compliance with one of the following - Statistical Evaluation, Visual Evaluation, or Test Point Evaluation - determined by the criteria in Table 14: Table 14 Criteria for Determining Method of Evaluation for HMA Compaction' AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Statistical Evaluation of HMA Compaction is Required For: Visual Evaluation of HMA Compaction is Required For: Test Point Evaluation of HMA Compaction is Required For: • Any HMA for which the specified course thickness is greater than 0.10 feet, and the HMA is in: o traffic lanes, including but not limited to: • ramp lanes • truck climbing lanes • weaving lanes • speed change lanes • "HMA for Preleveling..." • "HMA for Pavement Repair..." • Any HMA not 1 meeting the criteria for Statistical Evaluation or Visual Evaluation 'This table applies to all HMA, and shall be the sole basis for determining the acceptance method for compaction. The Contracting Agency may, at its sole discretion, evaluate any HMA for compliance with the Cyclic Density requirements of Section 5- 04.3(10)B. 5- 04.3(10)A HMA Compaction — General Compaction Requirements Immediately after the HMA has been spread and struck off, and after surface irregularities have been adjusted, thoroughly and uniformly compact the mix. The completed course shall be free from ridges, ruts, humps, depressions, objectionable marks, and irregularities and shall conform to the line, grade, and cross - section shown in the Plans. If necessary, alter the JMF in accordance with Section 9- 03.8(7) to achieve desired results. Compact the mix when it is in the proper condition so that no undue displacement, cracking, or shoving occurs. Compact areas inaccessible to large compaction equipment by mechanical or hand tampers. Remove HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective. Replace the removed material with new HMA, and compact it immediately to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided the specified densities are attained. An exception shall be that pneumatic tired rollers shall be used for compaction of the wearing course beginning October 1st of any year through March 31st of the following year. Coverage with a steel wheel roller may precede pneumatic tired rolling. Unless otherwise approved by the Engineer, operate rollers in the static mode when the internal temperature of the mix is less than 175 °F. Regardless of mix temperature, do not operate a roller in a mode that results in checking or cracking of the mat. On bridge decks and on the five feet of roadway approach immediately adjacent to the end of bridge /back of pavement seat, operate rollers in static mode only. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 5- 04.3(10)B HMA Compaction — Cyclic Density Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer's discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500 -foot section with two or more density readings below 90 percent of the theoretical maximum density. 5- 04.3(10)C HMA Compaction Acceptance — Statistical Evaluation HMA compaction which is accepted by Statistical Evaluation will be based on acceptance testing performed by the Contracting Agency, and statistical analysis of those acceptance tests results. This will result in a Compaction Price Adjustment. 5- 04.3(10)C1 HMA Compaction Statistical Evaluation — Lots and Sublots HMA compaction which is accepted by Statistical Evaluation will be evaluated by the Contracting Agency dividing the project into compaction lots, and each compaction lot will be evaluated using stratified random sampling by the Contracting Agency sub - dividing each compaction lot into compaction sublots. All mixture in any individual compaction lot shall be of the same mix design. The compaction sublots will be numbered in the order in which the mixture (of a particular mix design) is paved. Each compaction lot comprises a maximum of 15 compaction sublots, except for the final compaction lot of each mix design on the Contract, which comprises a maximum of 25 sublots. Each compaction sublot shall be uniform in size as shown in Table 15, except that the last compaction sublot of each day may be increased to a maximum of two times the compaction sublot quantity calculated. Minor variations in the size of any sublot shall not be cause to invalidate the associated test result. Table 15 HMA Compaction Sublot Size HMA Original Plan Quantity (tons)1 Compaction Sublot Size (tons) <20,000 100 20,000 to 30,000 150 >30,000 200 11n determining the plan quantity tonnage, do not include any tons accepted by test point evaluation. The following will cause one compaction lot to end prematurely and a new compaction lot to begin: • For a compaction lot in progress with a compaction CPF Tess than 0.75, a new compaction lot will begin at the Contractor's request after the Engineer is satisfied that material conforming AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 to the Specifications can be produced. See also Section 5- 04.3(11)F. All HMA which is paved on a bridge and accepted for compaction by • Statistical Evaluation will compose a bridge compaction lot. If the contract includes such HMA on more than one bridge, compaction will be evaluated on each bridge individually, as separate bridge compaction lots. Bridge compaction sublots will be determined by the Engineer subject to the following: • All sublots on a given bridge will be approximately the same size. • Sublots will be stratified from the lot. • In no case will there be less than 3 sublots in each bridge compaction lot. • No sublot will exceed 50 tons. • Compaction test locations will be determined by the Engineer in accordance with WSDOT FOP for AASHTO T166. 5- 04.3(10)C2 HMA Compaction Statistical Evaluation — Acceptance Testing Comply with Section 1- 06.2(1). The location of HMA compaction acceptance tests will be randomly selected by the Contracting Agency from within each sublot, with one test per sublot. The Contracting Agency will determine the random sample location using WSDOT Test Method T 716. Use Table 16 to determine compaction acceptance test procedures and to allocate compaction acceptance sampling and testing responsibilities between the Contractor and the Contracting Agency. HMA cores shall be taken or nuclear density testing shall occur after completion of the finish rolling, prior to opening to traffic, and on the same day that the mix is placed. Table 16 HMA Compaction Acceptance Testing Procedures and Responsibilities When Contract Includes Bid Item "HMA Core — Roadway" or "HMA Core — Bridge "4 When Contract Does Not Include Bid Item "HMA Core — Roadway" or "HMA Core — Bridge "4 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • Basis for Test: Cores Cores3 Nuclear Density Gauge3 In -Place Density Determined by: Contractor shall take cores' using WSDOT SOP 7342 Contracting Agency will take cores' using WSDOT SOP 734 Contracting Agency, using WSDOT FOP for AASHTO T 355 Contracting Agency will determine core density using FOP for AASHTO T 166 Contracting Agency will determine core density using FOP for AASHTO T 166 Theoretical Maximum Density Determined by: Contracting Agency, using FOP for AASHTO T 209 Rolling Average of Theoretical Maximum Densities Determined by: Contracting Agency, using WSDOT SOP 729 Percent Compaction in Each Sublot Determined by: Contracting Agency, using WSDOT SOP 736 Contracting Agency, using WSDOT SOP 736 Contracting Agency, using WSDOT FOP for AASHTO T 355 'The core diameter shall be 4- inches unless otherwise approved by the Engineer. 2The Contractor shall take the core samples in the presence of the Engineer, at locations designated by the Engineer, and deliver the core samples to the Contracting Agency. 3The Contracting Agency will determine, in its sole discretion, whether it will take cores or use the nuclear density gauge to determine in- place density. Exclusive reliance on cores for density acceptance is generally intended for small paving projects and is not intended as a replacement for nuclear gauge density testing on typical projects. 4The basis for test of all compaction sublots in a bridge compaction lot shall be cores. These cores shall be taken by the Contractor when the Proposal includes the bid item "HMA Cores — Bridge ". When there is no bid item for "HMA Cores — Bridge ", the Engineer will be responsible for taking HMA cores for all compaction sublots in a bridge compaction lot. In either case, the Engineer will determine core location, in -place density of the core, theoretical maximum density, rolling average of theoretical maximum density, and percent compaction using the procedure called for in this Section. When using the nuclear density gauge for acceptance testing of pavement density, the Engineer will follow WSDOT SOP 730 for correlating the nuclear gauge with HMA cores. When cores are required AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 for the correlation, coring and testing will be by the Contracting Agency. When a core is taken for gauge correlation at the location of a sublot, the relative density of the core will be used for the sublot test result and is exempt from retesting. 5- 04.3(10)C3 HMA Statistical Compaction — Price Adjustments For each HMA compaction lot (that is accepted by Statistical Evaluation) which has less than three compaction sublots, for which all compaction sublots attain a minimum of 91 percent compaction determined in accordance with WSDOT FOP for AASHTO T 355 (or WSDOT SOP 736 when provided by the Contract), the HMA will be accepted at the unit Contract price with no further evaluation. For each HMA compaction lot (that is accepted by Statistical Evaluation) which does not meet the criteria in the preceding paragraph, the compaction lot shall be evaluated in accordance with Section 1- 06.2(2) to determine the appropriate Compaction Price Adjustment (CPA). All of the test results obtained from the acceptance samples from a given compaction lot shall be evaluated collectively. Additional testing by either a nuclear density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For the statistical analysis in Section 1 -06.2, use the following values: x = Percent compaction of each sublot USL = 100 LSL= 91 Each CPA will be determined as follows: CPA = [0.40 x (CPF — 1.00)] x Q x UP Where CPA = CPF = Q= UP = Compaction Price Adjustment for the compaction lot ($) Composite Pay Factor for the compaction lot (maximum is 1.05) Quantity in the compaction lot (tons) Unit price of the HMA in the compaction lot ($ /ton) 5- 04.3(10)C4 HMA Statistical Compaction — Requests for Retesting For a compaction sublot that has been tested with a nuclear density gauge that did not meet the minimum of 91 percent of the theoretical maximum density in a compaction lot with a CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor may request that a core, taken at the same location as the nuclear density test, be used for determination of the relative density of the compaction sublot. The relative density of the core will replace the relative density determined by the nuclear density gauge for the compaction sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 the test results for the compaction sublot have been provided or made available to the Contractor. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for retesting. When the CPF for the compaction lot based on the results of the cores is less than 1.00, the Contracting Agency will deduct the cost for the coring from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5- 04.3(10)D HMA Compaction — Visual Evaluation Visual Evaluation will be the basis of acceptance for compaction of the Bid items "HMA for Pavement Repair Cl. PG "and "HMA for Prelevelling Class PG ". This HMA shall be thoroughly compacted to the satisfaction of the Engineer. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller. 5- 04.3(10)E HMA Compaction — Test Point Evaluation When compaction acceptance is by Test Point Evaluation, compact HMA based on a test point evaluation of the compaction train. Perform the test point evaluation in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. 5- 04.3(10)F HMA Compaction Acceptance — Notification of Acceptance Test Results The obligations and responsibilities for notifying the Contractor of ccmpaction acceptance test results are the same as for mixture acceptance test results. See Section 5- 04.3(9)E. 5- 04.3(11) Reject Work This Section applies to HMA and all requirements related to HMA (except aggregates prior to being incorporated into HMA). For rejection of aggregate prior to its incorporation into HMA refer to Section 3 -04. 5- 04.3(11)A Reject Work — General Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. 5- 04.3(11)B Rejection by Contractor The Contractor may, prior to acceptance sampling and testing, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance. 5- 04.3(11)C Rejection Without Testing (Mixture or Compaction) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests the rejected material to be tested. If the Contractor requests testing, acceptance will be by Statistical Evaluation, and a minimum of three samples will be obtained and tested. When uncompacted material is required for testing but not available, the Engineer will determine random sample locations on the roadway in accordance with WSDOT Test Method T 716, take cores in accordance with WSDOT SOP 734, and test the cores in accordance with WSDOT SOP 737. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. 5- 04.3(11)D Rejection —A Partial Sublot (Mixture or Compaction) In addition to the random acceptance sampling and testing, the Engineer may also isolate from a mixture or compaction sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. The Contracting Agency will obtain a minimum of three random samples of The suspect material and perform the testing. When uncompacted material is - equired for testing but is not available, the Engineer will select random sample locations on the roadway in accordance with WSDOT Test Method T 716, take cores samples in accordance with WSDOT SOP 734, and test the material in accordance with WSDOT SOP 737. The material will then be statistically evaluated as an independent lot in accordance with Section 1- 06.2(2). 5- 04.3(11)E Rejection —An Entire Sublot (Mixture or Compaction) An entire mixture or compaction sublot that is suspected of being defective may be rejected. When this occurs, a minimum of two additional random samples from this sublot will be obtained. When uncompacted material is required for the additional samples but the material has been compacted, the Contracting Agency will take and test cores from the roadway as described in Section 5- 04.3(11)D. The additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1- 06.2(2). 5- 04.3(11)F Rejection - A Lot in Progress (Mixture or Compaction) The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced when: 1. the Composite Pay Factor (CPF) of a mixture or compaction lot in progress drops below 1.00 and the Contractor is taking no corrective action, or AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 2. the Pay Factor (PF;) for any constituent of a mixture or compaction lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. either the PFi for any constituent (or the CPF) of a mixture or compaction lot in progress is less than 0.75. 5- 04.3(11)G Rejection —An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5- 04.3(12) Joints 5- 04.3(12)A HMA Joints 5- 04.3(12)A1 Transverse Joints Conduct operations such that placement of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed, but the roller may pass over the unprotected end of the freshly laid HMA only when the placement of the course is discontinued for such a length of time that the HMA will cool below compaction temperature. When the Work is resumed, cut back the previously compacted HMA to produce a slightly beveled edge for the full thickness of the course. Construct a temporary wedge of HMA on a 50H:1V where a transverse joint as a result of paving or planing is open to traffic. Separate the HMA in the temporary wedge from the permanent HMA upon which it is placed by strips of heavy wrapping paper or other methods approved by the Engineer. Remove the wrapping paper and trim the joint to a slightly beveled edge for the full thickness of the course prior to resumption of paving. Waste the material that is cut away and place new HMA against the cut. Use rollers or tamping irons to seal the joint. 5- 04.3(12)A2 Longitudinal Joints Offset the longitudinal joint in any one course from the course immediately below by not more than 6 inches nor less than 2 inches. Locate all longitudinal joints constructed in the wearing course at a lane line or an edge line of the Traveled Way. Construct a notched wedge joint along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not Tess than the maximum aggregate size nor more than 1/2 of the compacted lift thickness, and then taper down on a slope not steeper than 4H:1V. Uniformly compact the sloped portion of the HMA notched wedge joint. On one -lane ramps a longitudinal joint may be constructed at the center of the traffic lane, subject to approval by the Engineer, if: 1. The ramp must remain open to traffic, or 2. The ramp is closed to traffic and a hot -lap joint is constructed. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 a. Two paving machines shall be used to construct the hot - lap joint. b. The pavement within 6 inches of the hot -lap joint will not be excluded from random location selection for compaction testing. c. Construction equipment other than rollers shall not operate on any uncompacted HMA. When HMA is placed adjacent to cement concrete pavement, construct longitudinal joints between the HMA and the cement concrete pavement. Saw the joint to the dimensions shown on Standard Plan A- 40.10 and fill with joint sealant meeting the requirements of Section 9- 04.2. 5- 04.3(12)B Bridge Paving Joint Seals 5- 04.3(12)B1 HMA Sawcut and Seal Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint sealsto be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the HMA overlay. Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application procedure. Construct the bridge paving joint seal as specified in the Plans and in • accordance with the detail shown in the Standard Plans. Construct the sawcut in accordance with Section 5- 05.3(8). Apply the sealant in accordance with Section 5- 05.3(8)B and the manufacturer's application procedure. 5- 04.3(12)B2 Paved Panel Joint Seal Construct the paved panel joint seal in accordance with the requirements specified in Section 5- 04.3(12)B1 and the following requirement: 1. Clean and seal the existing joint between concrete panels in accordance with Section 5- 01.3(8) and the details shown in the Standard Plans. 5- 04.3(13) Surface Smoothness The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than 1/8 inch from the lower edge of a 10 -foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than 1/4 inch in 10 feet from the rate of transverse slope shown in the Plans. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • When deviations in excess of the above tolerances are found that result from a high place in the HMA, correct the pavement surface by one of the following methods: 1. Remove material from high places by grinding with an approved grinding machine, or 2. Remove and replace the wearing course of HMA, or 3. By other method approved by the Engineer. Correct defects until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When portland cement concrete pavement is to be placed on HMA, the surface tolerance of the HMA shall be such that no surface elevation lies above the Plan grade minus the specified Plan depth of portland cement concrete pavement. Prior to placing the portland cement concrete pavement, bring any such irregularities to the required tolerance by grinding or other means approved by the Engineer. When utility appurtenances such as manhole covers and valve boxes are located in the Traveled Way, pave the Roadway before the utility appurtenances are adjusted to the finished grade. 5- 04.3(14) Planing Bituminous Pavement Plane in such a manner that the underlying pavement is not torn, broken, or otherwise damaged by the planing operation. Delamination or raveling of the underlying pavement will not be construed as damage due to the Contractor's operations. Pavement outside the limits shown in the Plans or designated by the Engineer that is damaged by the Contractor's operations shall be repaired to the satisfaction of the Engineer at no additional cost to the Contracting Agency. For mainline planing operations, use equipment with automatic controls and with sensors for either or both sides of the equipment. The controls shall be capable of sensing the grade from an outside reference line, or a mat - referencing device. The automatic controls shall have a transverse slope controller capable of maintaining the mandrel at the desired transverse slope (expressed as a percentage) within plus or minus 0.1 percent. Remove all loose debris from the planed surface before opening the planed surface to traffic. The planings and other debris resulting from the planing operation shall become the property of the Contractor and be disposed of in accordance with Section 2- 03.3(7)C, or as otherwise allowed by the Contract. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 5- 04.3(15) Sealing Pavement Surfaces Apply a fog seal where shown in the Plans. Construct the fog seal in accordance 0 with Section 5 -02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 5- 04.3(16) HMA Road Approaches Construct HMA approaches at the locations shown in the Plans or where staked by the Engineer, in accordance with Section 5 -04. 5 -04.4 Measurement HMA Cl. PG , HMA for Cl. PG , and Commercial HMA will be measured by the ton in accordance with Section 1 -09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the HMA. If the Contractor elects to remove and replace HMA as allowed by Section 5- 04.3(11), the material removed will not be measured. Roadway cores will be measured per each for the number of cores taken. Crack Sealing -LF will be measured by the linear foot along the line of the crack. Soil residual herbicide will be measured by the mile for the stated width to the nearest 0.01 mile or by the square yard, whichever is designated in the Proposal. Pavement repair excavation will be measured by the square yard of surface marked prior to excavation. Asphalt for fog seal will be measured by the ton, as provided in Section 5 -02.4. Longitudinal joint seals between the HMA and cement concrete pavement will be measured by the linear foot along the line and slope of the completed joint seal. HMA sawcut and seal, and paved panel joint seal, will be measured by the linear foot along the line and slope of the completed joint seal. Planing bituminous pavement will be measured by the square yard. Temporary pavement marking will be measured by the linear foot as provided in Section 8- 23.4. Water will be measured by the M gallon as provided in Section 2 -07.4. 5 -04.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: "HMA Cl. PG ", per ton. "HMA for Approach Cl. PG ", per ton. "HMA for Preleveling Cl. PG ", per ton. "HMA for Pavement Repair Cl. PG ", per ton. "Commercial HMA ", per ton. The unit Contract price per ton for "HMA Cl. PG ", "HMA for Approach Cl. PG ", "HMA for Preleveling Cl. PG ", "HMA for Pavement Repair Cl. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • PG ", and "Commercial HMA" shall be full compensation for all costs, including anti - stripping additive, incurred to carry out the requirements of Section 5 -04 except for those costs included in other items which are included in this Subsection and which are included in the Proposal. "Crack Sealing -FA ", by force account. "Crack Sealing -FA" will be paid for by force account as specified in Section 1 -09.6. 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. "Crack Sealing -LF ", per linear foot. The unit Contract price per linear foot for "Crack Sealing -LF" shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3(4)A. "Soil Residual Herbicide ft. Wide ", per mile, or "Soil Residual Herbicide ", per square yard. The unit Contract price per mile or per square yard for "Soil Residual Herbicide" shall be full payment for all costs incurred to obtain, provide and install herbicide in accordance with Section 5- 04.3(4)B. "Pavement Repair Excavation Incl. Haul ", per square yard. The unit Contract price per square yard for "Pavement Repair Excavation Incl. Haul" shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3(4)C with the exception, however, that all costs involved in the placement of HMA shall be included in the unit Contract price per ton for "HMA for Pavement Repair Cl. PG ", per ton. "Asphalt for Fog Seal ", per ton. Payment for "Asphalt for Fog Seal" is described in Section 5 -02.5. "Longitudinal Joint Seal ", per linear foot. The unit Contract price per linear foot for "Longitudinal Joint Seal" shall be full payment for all costs incurred to construct the longitudinal joint between HMA and cement concrete pavement, as described in Section 5- 04.3(12)B. "HMA Sawcut And Seal ", per linear foot. The unit Contract price per linear foot for "HMA Sawcut And Seal" shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3(12)B1. "Paved Panel Joint Seal ", per linear foot. The unit Contract price per linear foot for "Paved Panel Joint Seal" shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3(12)B2. "Planing Bituminous Pavement ", per square yard. The unit Contract price per square yard for "Planing Bituminous Pavement" shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3(14). "Temporary Pavement Marking ", per linear foot. Payment for "Temporary Pavement Marking" is described in Section 8 -23.5. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 "Water ", per M gallon. Payment for "Water" is described in Section 2 -07.5. "Job Mix Compliance Price Adjustment ", by calculation. "Job Mix Compliance Price Adjustment" will be calculated and paid for as described in Section 5- 04.3(9)B6 and 5- 04.3(9)D1. "Compaction Price Adjustment ", by calculation. "Compaction Price Adjustment" will be calculated and paid for as described in Section 5- 04.3(10)C3. "HMA Core — Bridge ", per each. The unit Contract price per each for "HMA Core — Bridge" shall be full payment for all costs, including traffic control, associated with taking HMA density cores in pavement that is on a bridge deck. "HMA Core — Roadway ", per each. The unit Contract price per each for "HMA Core — Roadway" shall be full payment for all costs, including traffic control, associated with taking HMA density cores in pavement that is not on a bridge deck. "Cyclic Density Price Adjustment ", by calculation. "Cyclic Density Price Adjustment" will be calculated and paid for as described in Section 5- 04.3(10)B. 5- 05.AP5 Section 5 -05, Cement Concrete Pavement January 3, 2017 5- 05.3(1) Concrete Mix Design for Paving In last sentence of the second paragraph of item number 1, the reference to "Section 9- 01.2(4)" is revised to read "Section 9- 01.2(1)B ". The following is inserted after item number 2: 3. Mix Design Modifications - The Contractor may initiate adjustments to the aggregate proportions of the approved mix design. An adjustment in both the fine and coarse aggregate batch target weights of plus or minus 200 pounds per cubic yard will be allowed without resubmittal of the mix design. The adjusted aggregate weights shall become the new batch target weights for the mix design. Item number 3 is renumbered to 4 and revised (up until the table) to read: 4. Conformance to Mix Design - Cement and coarse and fine aggregate weights shall be within the following tolerances of the batch target weights of the mix design: Portland Cement Concrete Batch Weights Cement +5% -1% Coarse Aggregate +2% -2% Fine Aggregate +2% -2% AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • 5- 05.3(3)B Mixing Equipment The last sentence of item number 4 is revised to read: Plant -mixed concrete may be transported in nonagitated vehicles provided that the concrete is in a workable condition when placed and: a. discharge is completed within 45 minutes after the introduction of mixing water to the cement and aggregates, or b. discharge is completed within 60 minutes after the introduction of mixing water to the cement and aggregates, provided the concrete mix temperature is 70 °F or below during placement, or c. discharge is completed within 60 minutes after the introduction of mixing water to the cement and aggregates, provided the mix contains an approved set retarder at the manufacturer's minimum dosage rate. 5- 05.3(6) Subgrade This section, including title, is revised to read: 5- 05.3(6) Surface Preparation The Subgrade surface shall be prepared and compacted a minimum of 3 feet beyond each edge of the area which is to receive concrete pavement in order to accommodate the slip - form equipment. Concrete shall not be placed during a heavy rainfall. Prior to placing concrete: 1. The surface shall be moist; 2. Excess water (e.g., standing, pooling or flowing) shall be removed from the surface. 3. The surface shall be clean and free of any deleterious materials. 4. The surface temperature shall not exceed 120 °F or be frozen. 5- 05.3(7)A Slip -Form Construction The second sentence of the first paragraph is revised to read: The alignment and elevation of the paver shall be regulated from outside reference lines established for this purpose, or by an electronic control system capable of controlling the line and grade within required tolerances. 6- 02.AP6 Section 6 -02, Concrete Structures January 3, 2017 6- 02.3(2) Proportioning Materials In the sixth paragraph, the reference to "Section 9- 01.2(4)" is revised to read "9- 01.2(1)B ". AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 6- 02.3(2)A Contractor Mix Design The following new sentence is inserted after the first sentence of the third paragraph: The mix design submittal shall also include test results no older than one year showing that the Aggregates do not contain Deleterious Substances in accordance with Section 9- 03. 6- 02.3(2)A1 Contractor Mix Design for Concrete Class 4000D The following new sentence is inserted after the second sentence of the last paragraph: Mix designs using shrinkage reducing admixture shall state the specific quantity required. The following new sentence is inserted before the last sentence of the last paragraph: Testing samples of mixes using shrinkage reducing admixture shall use the admixture amount specified in the mix design submittal. 6- 02.3(2)B Commercial Concrete The last sentence of the first paragraph is revised to read: Commercial concrete does not require mix design or source approvals for cement, aggregate, and other admixtures. 6- 02.3(6)A1 Hot Weather Protection This section is revised to read: The Contractor shall provide concrete within the specified temperature limits. Cooling of the coarse aggregate piles by sprinkling with water is permitted provided the moisture content is monitored and the mixing water is adjusted for the free water in the aggregate. Shading or cooling aggregate piles (sprinkling of fine aggregate piles with water is not allowed). If sprinkling of the coarse aggregates is to be used, the piles moisture content shall be monitored and the mixing water adjusted for the free water in the aggregate. In addition, when removing the coarse aggregate, it shall be removed from at least 1 foot above the bottom of the pile. Refrigerating mixing water; or replacing all or part of the mixing water with crushed ice, provided the ice is completely melted by placing time. If air temperature exceeds 90 °F, the Contractor shall use water spray or other accepted methods to cool all concrete - contact surfaces to less than 90 °F. These surfaces include forms, reinforcing steel, steel beam flanges, and any others that touch the mix. 6- 02.3(6)A2 Cold Weather Protection This section is revised to read: Concrete shall be maintained at or above a temperature of 40 °F during the first seven days of the Cold Weather Protection Period and at or above a temperature of 35 °F during the remainder of the Cold Weather Protection Period. Cold weather protection requirements do not apply to concrete placed below the ground line. Prior to placing concrete in cold weather, the Contractor shall submit a Type 2 Working Drawing with a written procedure for cold weather concreting. The procedure shall detail how the Contractor will adequately cure the concrete and prevent the concrete temperature from falling below the minimum temperature. Extra protection shall be AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 provided for areas especially vulnerable to freezing (such as exposed top surfaces, corners and edges, thin sections, and concrete placed into steel forms). Concrete placement will only be allowed if the Contractor's cold weather protection plan has been accepted by the Engineer. Prior to concrete placement, the Contractor shall review the 7 -day temperature predictions for the job site from the Western Region Headquarters of the National Weather Service (www.wrh.noaa.gov). When temperatures below 35 °F are predicted, the Contractor shall: 1. Install temperature data loggers in each concrete pour. One data logger shall be installed for every 100 yards of concrete placed. Data loggers shall be installed at locations directed by the Engineer, and shall be placed 1.5 inches from the face of concrete. 2. Immediately after concrete placement, temperature data loggers shall be installed on the concrete surface at locations directed by the Engineer. One data logger shall be installed for every 100 yards of concrete placed. The data loggers shall be operated continuously during the Cold Weather Protection Period. Temperatures shall be measured, recorded and stored a minimum of every 30 minutes. Temperature date shall be submitted to the Engineer as a Type 1 Working Drawing within three days following the end of the Cold Weather Protection Period. If the concrete temperature falls below 40 °F during the first seven days of the Cold Weather Protection Period, no curing time is awarded for that day and the Cold Weather Protection Period is extended for one additional day. If the concrete temperature falls below 35 °F during Cold Weather Protection Period, the concrete may be rejected by the Engineer. 6- 02.3(17)K Concrete Forms on Steel Spans In the last paragraph, "ASTM A325" is revised to read "ASTM F3125 Grade A325 ". 6- 02.3(17)N Removal of Falsework and Forms The fifth paragraph is deleted. 6- 02.3(25)J Horizontal Alignment The first paragraph (up until the colon) is revised to read: The Contractor shall check and record the horizontal alignment (sweep) of each girder at the following times: The second and third paragraphs are revised to read: Horizontal alignment of the top and bottom flanges shall be checked and recorded. Alternatively, the Contractor may check and record the horizontal alignment of the web near mid - height of the girder. Each check shall be made by measuring the maximum offset at mid -span relative to a chord that starts and stops at the girder ends. The Contractor shall check and record the alignment at a time when the girder is not influenced by temporary differences in surface temperature. Records for the initial check (item 1 above) shall be included in the Contractor's prestressed concrete certificate of compliance. Records for all other checks shall be submitted as a Type 1 Working Drawing. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Immediately after the girder is removed from the casting bed, the alignment shall not be offset more than 1/8 inch for each 10 feet of girder length. Any girder that exceeds an offset of inch for each 10 feet of girder length shall be corrected at the job site to the 1/8 inch maximum offset per 10 feet of girder length before concrete is placed into the diaphragms 6- 02.3(25)0 Girder to Girder Connections The first sentence of item number 2 in the second paragraph is revised to read: Intermediate diaphragms shall be placed and weld ties shall be welded in accordance with Section 6- 03.3(25). 6- 02.3(26)D2 Test Block Dimensions The first sentence is revised to read: The dimensions of the test block perpendicular to the tendon in each direction shall be the smaller of twice the minimum edge distance or the minimum spacing specified by the special anchorage device manufacturer, with the stipulation that the concrete cover over any confining reinforcing steel or supplementary skin reinforcement shall be appropriate for the project- specific application and circumstances. 6- 02.3(26)E2 Ducts for External Exposed Installation In the first paragraph, "ASTM D3350" is revised to read "ASTM D3035 ". In the fourth paragraph, "ASTM D3505" is revised to read "ASTM D3035 ". 6- 02.3(26)G Tensioning Item number 1 of the second paragraph is revised to read: 1. All ccncrete has reached a compressive strength of at least 4,000 psi or the strength 4, specified in the Plans. When tensioning takes place prior to 28 -day compressive strength testing on concrete sampled in accordance with Section 6- 02.3(25)H, compressive strength shall be verified on field cured cylinders in accordance with the FOP for AASHTO T23. 6- 02.3(27)A Use of Self- Consolidating Concrete for Precast Units Item number 2 of the first paragraph is revised to read: 2. Precast reinforced concrete three -sided structures, box culverts and split box culverts in accordance with Section 7- 02.3(6). 6- 03.AP6 Section 6 -03, Steel Structures January 3, 2017 6- 03.3(33) Bolted Connections In this section, "AASHTO M253" is revised to read "ASTM F3125 Grade A490 ", "ASTM F1852" is revised to read "ASTM F3125 Grade F1852 ", and "ASTM A325" is revised to read "ASTM F3125 Grade A325 ". In the headings of Table 3, "A 325" is revised to read "ASTM F3125 Grade A325 ". AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • In the headings of Table 3, "M 253" is revised to read "ASTM F3125 Grade A490 ". 6- 05.AP6 Section 6 -05, Piling August 1, 2016 In this section, the words "capacity" and "capacities" are replaced with "resistance" and "resistances ", respectively. 6- 05.3(1) Piling Terms The third paragraph is revised to read: Overdriving — Over - driving of piles occurs when the ultimate bearing resistance calculated from the equation in Section 6- 05.3(12), or the wave equation driving criteria if applicable, exceeds the ultimate bearing resistance required in the Contract in order to reach the minimum tip elevation specified in the Contract, or as required by the Engineer. The first sentence of the last paragraph is revised to read: Minimum Tip Elevation — The minimum tip elevation is the elevation to which the pile tip shall be driven. 6- 05.3(3)A Casting and Stressing The last sentence of the third paragraph is revised to read: If the corrective action is not acceptable to the Engineer, the piling(s) will be subject to rejection by the Engineer. 6- 05.3(5) Manufacture of Steel Piles This section is supplemented with the following new paragraph: At least 14 -days prior to the start of production of the piling, the Contractor shall advise the Engineer of the production schedule. The Contractor shall give the Inspector safe and free access to the Work. If the Inspector observes any nonspecification Work or unacceptable quality control practices, the Inspector will advise the plant manager. If the corrective action is not acceptable to the Engineer, the piling(s) will be subject to rejection by the Engineer. 6- 05.3(9)A Pile Driving Equipment Approval The first sentence of the second paragraph is revised to read: The Contractor shall submit Type 2E Working Drawings consisting of a wave equation analysis for all pile driving systems used to drive piling with required maximum driving resistances of greater than 300 tons. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 6- 07.AP6 Section 6 -07, Painting August 1, 2016 6- 07.3(10)A Containment The first sentence of the fourth paragraph is replaced with the following two new sentences: The containment system shall ensure no discharge into waters of the state. When there is no threat to discharging to the waters of the state, emissions shall not exceed the Level 2 Emissions standard in SSPC Technology Guide No. 6, Section 5.5, and assessed by Method A, Visible Emissions. 6- 07.3(10)F Collecting, Testing, and Disposal of Containment Waste The third, fourth and fifth paragraphs are deleted and replaced with the following two new paragraphs: Containment waste is defined as all paint chips and debris removed from the steel surface and all abrasive blast media, as contained by the containment system. After all waste from the containment system has been collected, the Contractor shall collect representative samples of the components that field screening indicates are lead- contaminated material. The Contractor shall collect at least one representative sample from each container. The Contractor may choose to collect a composite sample of each container, but the composite sample must consist of several collection points (a minimum of 3 random samples) that are representative of the entire contents of the container and representative of the characteristics of the type of waste in the container. In accordance with WAC 173- 303 -040, a representative sample means "a sample which can be expected to exhibit the average properties of the sample source." The debris shall be tested for metals using the Toxicity Characteristics Leaching Procedure (TCLP) and EPA Methods 1311 and 6010. At a minimum, the materials should be analyzed for the Resource Conservation and Recovery Act (RCRA) 8 Metals (arsenic, barium, cadmium, chromium, lead, mercury, selenium, and silver). Pursuant to the Dangerous Waste (DW) Regulations Chapter 173 - 303- 90(8)(c) WAC, "Any waste that contains contaminants which occur at concentrations at or above the DW threshold must be designated as DW." All material within each individual container or containment system that designates as DW shall be disposed of at a legally permitted Subtitle C Hazardous Waste Landfill. All material within each individual container or containment system that designate below the DW threshold, will be designated as "Solid Waste" and shall be disposed of at a legally permitted Subtitle D Landfill. Disposal shall be in accordance with WAC 173 -303 for waste designated "Dangerous Waste" and pursuant to WAC 173 -350 for waste designated as "Solid Waste ". 6- 08.AP6 Section 6 -08, Waterproofing January 3, 2017 This section and all subsections, including title, is revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 6 -08 Bituminous Surfacing on Structure Decks 6 -08.1 Description This Work consists of removing and placing Hot Mix Asphalt (HMA) or Bituminous Surface Treatment (BST) directly on or over a Structure. This Work also includes performing concrete bridge deck repair, applying waterproofing membrane, and sealing paving joints. 6 -08.2 Materials Materials shall meet the requirements of the following sections: Bituminous Surface Treatment Hot Mix Asphalt Joint Sealants Closed Cell Foam Backer Rod Waterproofing Membrane (Deck Seal) Bridge Deck Repair Material 5 -02.2 5 -04.2 9 -04.2 9- 04.2(3)A 9 -11 9 -20.5 6 -08.3 Construction Requirements 6- 08.3(1) Definitions Adjusted Removal Depth — the Bituminous Pavement removal depth specified by the Engineer to supersede the Design Removal Depth after review of the Contractor survey of the existing Bituminous Pavement grade profile. Bituminous Pavement — the surfacing material containing an asphalt binder. Design Removal Depth — the value shown in the "pavement schedule" or elsewhere in the Plans to indicate the design thickness of Bituminous Pavement to be removed. Final Grade Profile — the compacted finished grade surface of completed Bituminous Pavement surfacing consisting of a vertical profile and superelevation cross - slope, developed by the Engineer for Grade Controlled Structure Decks based on the Contractor survey. Grade Controlled — a Structure Deck requiring restriction of Bituminous Pavement work, including restriction of pavement removal methods and restriction of overlay pavement thicknesses. Structure Deck — the bridge deck (concrete or timber), bridge approach slab, top of concrete box culvert, or other concrete surfaces over or upon which existing Bituminous Pavement is removed and new Bituminous Pavement is applied. 6- 08.3(2) Contractor Survey for Grade Controlled Structure Decks Prior to removing existing Bituminous Pavement from a Grade Controlled Structure Deck, the Contractor shall complete a survey of the existing surface for use in establishing the existing cross section and grade profile elevations. When removal of Bituminous Pavement is to be achieved by rotary milling /planing, the Contractor's survey shall also include the depths of the existing surfacing at each survey point. The Contractor is responsible for all calculations, surveying, installation of control points, and measuring required for setting, maintaining and resetting equipment AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 and materials necessary for the construction of the overlay to the Final Grade Profile. 6- 08.3(2)A Survey Requirements The Contractor shall establish at least two primary survey control points for controlling actual Bituminous Pavement removal depth and the Final Grade Profile. Horizontal control shall be by station and offset which shall be tied to either the Roadway centerline or the Structure centerline. Vertical control may be an assumed datum established by the Contractor. Primary control points shall be described by station or milepost and offset on the baseline selected by the Contractor. The Contractor may expand the survey control information to include secondary horizontal and vertical control points as needed for the project. Survey information collected shall include station or milepost, offset, and elevation for each lane line and curb line. Survey information shall be collected at even 20 foot station intervals, and along the centerline of each bridge expansion joint. The survey shall extend 300' -0" beyond the bridge back of pavement seat or end of Structure Deck. The survey information shall include the top of Bituminous Pavement elevation and, when rotary milling /planing equipment is used, the corresponding depth of Bituminous Pavement to the Structure Deck. The Contractor shall ensure a surveying accuracy to within ± 0.01 feet for vertical control and ± 0.2 feet for horizontal control. Voids in HMA created by the Contractor's Bituminous Pavement depth measurements shall be filled by material conforming to Section 9 -20 or another material acceptable to the Engineer. 6- 08.3(2)B Survey Submittal The Contractor's survey records shall include descriptions of all survey control points including station /milepost, offset, and elevations of all secondary control points. The Contractor shall maintain survey records of sufficient detail to allow the survey to be reproduced. The Contractor shall submit a Type 2 Working Drawing consisting of the compiled survey records and information. Survey data shall be submitted as an electronic file in Microsoft Excel format. 6- 08.3(2)C Final Grade Profile and Adjusted Removal Depth Based on the results of the survey, the Engineer may develop a Final Grade Profile and Adjusted Removal Depth. If they are developed, the Final Grade Profile and Adjusted Removal Depth will be provided to the Contractor within three working days after receiving the Contractor's survey information. When provided, the Adjusted Removal Depth supersedes the Design Removal Depth to become the Bituminous Pavement removal depth for that Structure Deck. 6- 08.3(3) General Bituminous Pavement Removal Requirements The Contractor shall remove Bituminous Pavement and associated deck repair material from Structure Decks to the horizontal limits shown in the Plans and to AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 either the specified or adjusted Bituminous Pavement removal depth as applicable. Removal of Bituminous Pavement within 12- inches of existing permanent features that limit the reach of the machine or the edge of the following items shall be by hand or by hand operated (nominal 30- pounds class) power tools: existing bridge expansion joint headers; steel expansion joint assemblies; concrete butt joints between back of pavement seats and bridge approach slabs, bridge drain assemblies; thrie beam post steel anchorage assemblies fastened to the side or top of the Structure Deck. When removing Bituminous Pavement with a planer, Section 5- 04.3(14) shall apply. If the planer contacts the Structure Deck in excess of the specified planing depth tolerance, or contacts steel reinforcing bars at any time, the Contractor shall immediately cease planing operations and notify the Engineer. Planing operations shall not resume until completion of the appropriate adjustments to the planing machine and receiving the Engineer's concurrence to resume. 6- 08.3(4) Partial Depth Removal of Bituminous Pavement from Structure Decks The depth of surfacing removal, as measured to the bottom of the lowest milling groove generated by the rotary milling /planing machine shall be +0.01, -0.02 -feet of the specified or Adjusted Removal Depth as applicable. 6- 08.3(5) Full Depth Removal of Bituminous Pavement from Structure Decks 6- O8.3(5)A Method of Removal The Contractor shall perform full depth removal by a method that does not damage or remove the Structure Deck in excess of the specified Bituminous Pavement removal tolerance. The Contractor shall submit a Type 2 Working Drawing consisting of the proposed methods and equipment to be used for full depth removal. 6- O8.3(5)B Planer Requirements for Full Depth Removal The final planed surface shall have a finished surface with a tolerance of +0.01, -0.02 feet within the planed surface profile, as measured from a 10- foot straight edge. Multiple passes of planing to achieve smoothness will not be allowed. In addition to Section 6- 08.3(3), the planing equipment shall conform to the following additional requirements: 1. The cutting tooth spacing on the rotary milling head shall be less than or equal to 1/4 inch. 2. The rotary milling /planing machine shall have cutting teeth that leave a uniform plane surface at all times. All teeth on the mill head shall be kept at a maximum differential tolerance of 3/ -inch between the shortest and longest tooth, as measured by a straight edge placed the full width of the rotary milling head. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 3. Cutting tips shall be replaced when 30 percent of the total length of the cutting tip material remains. Prior to each day's Bituminous Pavement removal operations, the Contracto shall confirm to the satisfaction of the Engineer that the rotary head cutting teeth are within the specified tolerances. 6- 08.3(5)C Structure Deck Cleanup after Bituminous Pavement Removal Waterproofing membrane that is loose or otherwise not firmly bonded to the Structure Deck shall be removed as an incidental component of the Work of surfacing removal. Existing waterproofing membrane bonded to the Structure Deck need not be removed. 6- 08.3(6) Repair of Damage due to Bituminous Pavement Removal Operations All concrete bridge deck, pavement seat, and steel reinforcing bar damage due to the Contractor's surfacing removal operations shall be repaired by the Contractor in accordance with Section 1- 07.13, and as specified below. Damaged concrete in excess of the specified Bituminous Pavement removal tolerance shall be repaired in accordance with Section 6- 08.3(7), with the bridge deck repair material placed to the level of the surrounding bridge deck and parallel to the final grade paving profile. Damaged steel reinforcing bar shall be repaired as follows: 1. Damage to steel reinforcing bar resulting in a section loss less than 20- percent of the bar with no damage to the surrounding concrete shall be left in place and shall be repaired by removing the concrete to a depth 3/4- inches around the top steel reinforcing bar and placing bridge deck repair material accepted by the Engineer to the level of the bridge deck and parallel to the final grade paving profile. 2. Damage to steel reinforcing bar resulting in a section loss of 20- percent or more in one location, bars partially or completely removed from the bridge deck, or where there is a lack of bond to the concrete, shall be repaired by removing the adjacent concrete and splicing a new bar of the same size. Concrete shall be removed to provide a % -inch minimum clearance around the bars. The splice bars shall extend a minimum of 40 bar diameters beyond each end of the damage. 6- 08.3(7) Concrete Deck Repair This Work consists of repairing the concrete deck after Bituminous Pavement has been removed. 6- 08.3(7)A Concrete Deck Preparation The Contractor, with the Engineer, shall inspect the exposed concrete deck to establish the extent of bridge deck repair in accordance with Section 6- 09.3(6), except item 4 in Section 6- 09.3(6) does not apply. Areas of Structure Deck left with existing well bonded waterproof membrane after full AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • depth Bituminous Pavement removal are exempt from this inspection requirement. All loose and unsound concrete within the repair area shall be removed with jackhammers or chipping hammers no more forceful than the nominal 30 pounds class, or other mechanical means acceptable to the Engineer, and operated at angles less than 45 degrees as measured from the surface of the deck to the tool. If unsound concrete exists around the existing steel reinforcing bars, or if the bond between concrete and steel reinforcing bar is broken, the Contractor shall remove the concrete to provide a 3/4 inch minimum clearance to the bar. The Contractor shall take care to prevent damage to the existing steel reinforcing bars and concrete to remain. After removing sufficient concrete to establish the limits of the repair area, the Contractor shall make 3/4 inch deep vertical saw cuts and maintain square edges at the boundaries of the repair area. The exposed steel reinforcing bars and concrete in the repair area shall be abrasive blasted and blown clean just prior to placing the bridge deck repair material. 6- 08.3(7)B Ultra -Low Viscosity, Two -Part Liquid, Polyurethane- Hybrid Polymer Concrete The ultra -low viscosity, two -part liquid, polyurethane- hybrid polymer concrete shall be mixed in accordance with the manufacturer's recommendations. Aggregate shall conform to the gradation limit requirements recommended by the manufacturer. The aggregate and the ultra -low viscosity, two -part liquid, polyurethane- hybrid polymer concrete shall be applied to the repair areas in accordance with the sequence and procedure recommended by the manufacturer. All repairs shall be float finished flush with the surrounding surface within a tolerance of inch of a straight edge placed across the full width and breadth of the repair area. 6- 08.3(7)C Pre - Packaged Cement Based Repair Mortar The Contractor shall mix the pre - packaged cement based repair mortar using equipment, materials and proportions, batch sizes, and process as recommended by the manufacturer. All repairs shall be float finished flush with the surrounding surface within a tolerance of inch of a straight edge placed across the full width and breadth of the repair area. 6- 08.3(7)D Cure All bridge deck repair areas shall be cured in accordance with the manufacturer's recommendations and attain a minimum compressive strength of 2,500 psi before allowing vehicular and foot traffic on the repair and placing waterproofing membrane on the bridge deck over the repair. 6- 08.3(8) Waterproof Membrane for Structure Decks This work consists of furnishing and placing a waterproof sheet membrane system over a prepared Structure Deck prior to placing an HMA overlay. The AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 waterproof membrane system shall consist of a sheet membrane adhered to the Structure Deck with a primer. The Contractor shall comply with all membrane manufacturer's installation recommendations. 6- 08.3(8)A Structure Deck Preparation The Structure Deck and ambient air temperatures shall be above 50 °F and the Structure Deck shall be surface -dry at the time of the application of the primer and membrane. All areas of a Structure Deck that have fresh cast bridge deck concrete less than 28 days old (not including bridge deck repair concrete placed in accordance with Section 6- 08.3(7)) shall cure for a period of time recommended by the membrane manufacturer, or as specified by the Engineer, before application of the membrane. The entire Structure Deck and the sides of the curb and expansion joint headers to the height of the HMA overlay shall be free of all foreign material such as dirt, grease, etc. Prior to applying the primer or sheet membrane, all dust and loose material shall be removed from the Structure Deck with compressed air. All surface defects such as spalled areas, cracks, protrusions, holes, sharp edges, ridges, etc., and other surface imperfections greater than 1/4 inch in width shall be corrected prior to application of the membrane. 6- 08.3(8)B Applying Primer The primer shall be applied to the cleaned deck surfaces at the rate according to the procedure recommended by the membrane manufacturer. All surfaces to be covered by the membrane shall be thoroughly and uniformly coated with primer. Structure Deck areas left with existing well bonded waterproof membrane after bituminous surfacing removal shall receive an application of primer in accordance with the membrane manufacturer's recommendations. Precautionary measures shall be taken to ensure that pools and thick layers of primer are not left on the deck surface. The membrane shall not be applied until the primer has cured or volatile material has substantially dissipated, in accordance with the membrane manufacturer's recommendations. The primer and waterproof membrane shall extend from the bridge deck up onto the curb face and expansion joint header face the thickness of the HMA overlay. The membrane shall adhere to the vertical surface. 6- 08.3(8)C Placing Waterproof Membrane Membrane application shall begin at the low point on the deck, and continue in a lapped shingle pattern. The overlap shall be a minimum of six inches or greater if recommended by the membrane manufacturer. Membrane seams shall be sealed as recommended by the membrane manufacturer. Hand rollers or similar tools shall be used on the applied membrane to assure firm and uniform contact with the primed Structure surfaces. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 The fabric shall be neatly cut and contoured at all expansion joints and drains. The cuts at bridge drains shall be two right angle cuts made to the inside diameter of the bridge deck drain outlet, after which the corners of the waterproof membrane shall be turned down into the drains and laid in a coating of primer. 6- 08.3(8)D Membrane Repair and Protection The waterproof membrane will be visually inspected by the Engineer for uniformity, tears, punctures, bonding, bubbles, wrinkles, voids and other defects. All such deficiencies shall be repaired in accordance with the membrane manufacturer's recommendations prior to placement of the HMA overlay. The membrane material shall be protected from damage due to the paving operations in accordance with the membrane manufacturer's recommendations. No traffic or equipment except that required for the actual waterproofing and paving operations will be permitted to travel or rest on the membrane until it is covered by the HMA overlay. The use of windrows is not allowed for laydown of HMA on a membrane. Where waterproofing membrane is placed in stages or applied at different times, a strip of temporary paper shall be used to protect the membrane overlap from the HMA hand removal methods. 6- 08.3(9) Placing Bituminous Pavement on Structure Decks HMA overlay shall be applied on Grade Controlled Structure Decks using reference lines for vertical control in accordance with Section 5- O4.3(3)C. The compacted elevation of the HMA overlay on Structure Decks shall be within ± 0.02 feet of the specified overlay thickness or Final Grade Profile as applicable. Deviations from the final grade paving profile in excess of the specified tolerance and areas of non - conforming surface smoothness shall be corrected in accordance with Section 5- 04.3(13). Final grade Roadway transitions to a Structure Deck with Bituminous Pavement shall not exceed a 0.20 percent change in grade in accordance with the bridge deck transition for HMA overlay Standard Plan, unless shown otherwise in the Plans. Final grade compacted HMA elevations shall be higher than an adjacent concrete edge by 1/4 inch ± 1/8 inch at all expansion joint headers and concrete butt joints as shown in the concrete to asphalt butt joint details of the bridge paving joint seals Standard Plan. This also applies to steel edges within the limits of the overlay such as bridge drain frames and steel joint riser bars at bridge expansion joints. 6- 08.3(9)A Protection of Structure Attachments and Embedments The Contractor is responsible for protecting all Structure attachments and embedments from the application of BST and HMA. Drainage inlets that are to remain open, and expansion joints, shall be cleaned out immediately after paving is completed. Materials passing AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 through expansion joints shall be removed from the bridge within 10 working days. All costs incurred by the Contractor in protective measures and clean up shall be included in the unit Contract prices for the associated Bid items of Work. 6- 08.3(10) HMA Compaction on Structure Decks Compaction of HMA on Structure Decks shall be in accordance with Section 5- 04.3(10). • Work rejected in accordance with Section 5- 04.3(11) shall include the materials, work, and incidentals to repair an existing waterproof membrane damaged by the removal of the rejected work. 6- 08.3(11) Paved Panel Joint Seals and HMA Sawcut and Seal Bridge paving joint seals shall be installed in accordance with Section 5- 04.3(12)B and the details shown in the Plans and Standard Plans. When concrete joints are exposed after removal of Bituminous Pavement, the joints shall be cleaned and sealed in accordance with Section 5- 01.3(8) and the paved panel joint seal details of the bridge paving joint seals Standard Plan, including placement of the closed cell backer rod at the base of the cleaned joint. If waterproofing membrane is required, the membrane shall be slack or folded at the concrete joint to allow for Structure movements without stress to the membrane. After placement of the HMA overlay, the second phase of the paved panel joint seal shall be completed by sawing the HMA and sealing the sawn joint in accordance with Section 5- 04.3(12)B2. 6 -08.4 Measurement Removing existing Bituminous Pavement from Structure Decks will be measured by the square yard of Structure Deck surface area with removed overlay. Bridge deck repair will be measured by the square foot surface area of deck concrete removed with the measurement taken at the plane of the top mat of steel reinforcing bars. Waterproof membrane will be measured by the square yard surface area of Structure Deck and curb and header surface area covered by membrane. 6 -08.5 Payment Payment will be made for each of the following Bid items when they are included in the Proposal: "Structure Surveying ", lump sum. "Removing Existing Overlay From Bridge Deck ", per square yard. The unit Contract price per square yard for "Removing Existing Overlay From Bridge Deck ", shall be full pay for performing the Work as specified for full removal of Bituminous Pavement on Structure Decks, including the removal of existing waterproof membrane and disposing of materials. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • • "Bridge Deck Repair Br. No. ", per square foot. The unit Contract price per square foot for "Bridge Deck Repair Br. No. " shall be full pay for performing the Work as specified, including removing and disposing of the concrete within the repair area and furnishing, placing, finishing, and curing the repair concrete. "Waterproof Membrane Br. No. ", per square yard. The unit Contract price per square yard for "Waterproof Membrane Br. No. shall be full pay for performing the Work as specified, including repairing any damaged or defective waterproofing membrane and repair of damaged HMA overlay. 6- 09.AP6 Section 6 -09, Modified Concrete Overlays April 4, 2016 6- 09.3(8)A Quality Assurance for Microsilica Modified and Fly Ash Modified Concrete Overlays The first sentence of the first paragraph is revised to read the following two new sentences: The Engineer will perform slump, temperature, and entrained air tests for acceptance in accordance with Section 6- 02.3(5)D and as specified in this Section after the Contractor has turned over the concrete for acceptance testing. Concrete samples for testing shall be supplied to the Engineer in accordance with Section 6- 02.3(5)E. The last paragraph is deleted. • 6- 09.3(8)B Quality Assurance for Latex Modified Concrete Overlays • The first two paragraphs are deleted and replacec with the following: The Engineer will perform slump, temperature, and entrained air tests for acceptance in accordance with Section 6- 02.3(5)D and as specified in this Section after the Contractor has turned over the concrete for acceptance testing. The Engineer will perform testing as the concrete is being placed. Samples shall be taken on the first charge through each mobile mixer and every other charge thereafter. The sample shall be taken after the first 2 minutes of continuous mixer operation. Concrete samples for testing shall be supplied to the Engineer in accordance with Section 6- 02.3(5)E. The second to last sentence of the last paragraph is revised to read: Recommendations made by the technical representative on or off the jobsite shall be adhered to by the Contractor. 6- 10.AP6 Section 6 -10, Concrete Barrier August 1, 2016 6- 10.3(5) Temporary Concrete Barrier This section title is revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Temporary Barrier The first paragraph is revised to read: For temporary barrier, the Contractor may use precast concrete barrier or temporary steel barrier. Temporary concrete barrier shall comply with Standard Plan requirements and cross - sectional dimensions, except that: (1) it may be made in other lengths than those shown in the Standard Plan, and (2) it may have permanent lifting holes no larger than 4 inches in diameter or lifting loops. Temporary steel barrier shall be certified that it meets NCHRP 350 or MASH crash test requirements and shall be installed in accordance with the manufacturer's recommendations. 6 -10.4 Measurement The first sentence of the second paragraph is revised to read: Temporary barrier will be measured by the linear foot along the completed line and slope of the barrier, one time only for each setup of barrier protected area. 6 -10.5 Payment The Bid item "Temporary Conc. Barrier ", per linear foot, and the paragraph following this Bid item, is revised to read: "Temporary Barrier ", per linear foot. The unit Contract price per linear foot for "Temporary Barrier" shall be full pay for all costs, including furnishing, installing, connecting, anchoring, maintaining, temporary storage, and final removal of the temporary barrier. 6- 12.AP6 Section 6 -12, Noise Barrier Walls January 3, 2017 6- 12.3(9) Access Doors and Concrete Landing Pads The first sentence of the last paragraph is revised to read: The Contractor shall construct concrete landing pads for each access door location as shown in the Plans. 6 -12.5 Payment In the paragraph following the bid item "Noise Barrier Wall Access Door ", per each, "concrete landing pad" is revised to read "concrete landing pads ". 6- 14.AP6 Section 6 -14, Geosynthetic Retaining Walls January 3, 2017 6- 14.3(2) Submittals The first sentence of the first paragraph is revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 The Contractor shall submit Type 2E Working Drawings consisting of detailed plans for each wall. 6 -14.5 Payment The bid item "Concrete Fascia Panel ", per square foot, and the paragraph following this bid item are revised to read: "Concrete Fascia Panel For Geosynthetic Wall ", per square foot. All costs in connection with constructing the concrete fascia panels as specified shall be included in the unit Contract price per square foot for "Concrete Fascia Panel For Geosynthetic Wall ", including all steel reinforcing bars, premolded joint filler, polyethylene bond breaker strip, joint sealant, PVC pipe for weep holes, exterior surface finish, and pigmented sealer (when specified), constructing and placing the concrete footing, edge beam, anchor beam, anchor rod assembly, and backfill. 6- 19.AP6 Section 6 -19, Shafts January 3, 2017 6 -19.3 Construction Requirements This section is supplemented with the following new subsection: 6- 19.3(10) Engineer's Final Acceptance of Shafts The Engineer will determine final acceptance of each shaft, based on the nondestructive QA test results and analysis for the tested shafts, and will provide a response to the Contractor within 3 working days after receiving the test results and analysis submittal. 6- 19.3(1)B Nondestructive Testing of Shafts This section's content is deleted and replaced with the following new subsections: 6- 19.3(1)B1 Nondestructive Quality Assurance (QA) Testing of Shafts Unless otherwise specified in the Special Provisions, the Contractor shall perform nondestructive QA testing of shafts, except for those constructed completely in the dry. Either crosshole sonic log (CSL) testing in accordance with ASTM D 6760 or thermal integrity profiling (TIP) testing in accordance with ASTM D 7949 shall be used. 6- 19.3(1)B2 Nondestructive Quality Verification (QV) Testing of Shafts The Contracting Agency may perform QV nondestructive testing of shafts that have been QA tested by the Contractor. The Contracting Agency may test up to ten percent of the shafts. The Engineer will identify the shafts selected for QV testing and the testing method the Contracting Agency will use. The Contractor shall accommodate the Contracting Agency's nondestructive testing. 6- 19.3(2) Shaft Construction Submittal This section is revised to read: The shaft construction submittal shall be comprised of the following four components: construction experience; shaft installation narrative; shaft slurry technical assistance; and AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 nondestructive QA testing personnel. The submittals shall be Type 2 Working Drawings, except the shaft slurry technical assistance and nondestructive QA testing personnel submittals shall be Type 1. This section is supplemented with the following new subsection: 6- 19.3(2)D Nondestructive QA Testing Organization and Personnel The Contractor shall submit the names of the testing organizations, and the names of the personnel who will conduct nondestructive QA testing of shafts. The submittal shall include documentation that the qualifications specified below are satisfied. For TIP testing, the testing organization is the group that performs the data analysis and produces the final report. The testing organizations and the testing personnel shall meet the following minimum qualifications: 1. The testing organization shall have performed nondestructive tests on a minimum of three deep foundation projects in the last two years. 2. Personnel conducting the tests for the testing organization shall have a minimum of one year experience in nondestructive testing and interpretation. 3. The experience requirements for the organization and personnel shall be consistent with the testing methods the Contractor has selected for nondestructive testing of shafts. 4. Personnel preparing test reports shall be a Professional Engineers, licensed under Title 18 RCW, State of Washington, and in accordance with WAC 196 -23- 020. 6- 19.3(3) Shaft Excavation The second paragraph is revised to read: Shaft excavation shall not be started until the Contractor has received the Engineer's acceptance for the reinforcing steel centralizers required when the casing is to be pulled during concrete placement. This section is supplemented with the following: Except as otherwise noted, the Contractor shall not commence subsequent shaft excavations until receiving the Engineer's acceptance of the first shaft, based on the results and analysis of the nondestructive testing for the first shaft. The Contractor may commence subsequent shaft excavations prior to receiving the Engineer's acceptance of the first shaft, provided the following condition is satisfied: The Engineer permits continuing with shaft construction based on the Engineer's observations of the construction of the first shaft, including, but not limited to, conformance to the shaft installation narrative in accordance with Section 6- 19.3(2)B, and the Engineer's review of Contractor's daily reports and Inspector's daily logs concerning excavation, steel reinforcing bar placement, and concrete placement. 6- 19.3(5)B Steel Reinforcing Bar Cage Centralizers This section is supplemented with the following new sentence: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 The Contractor shall furnish and install additional centralizers as required to maintain the specified concrete cover throughout the length of the shaft. 6- 19.3(5)C Concrete Cover Over Steel Reinforcing Bars In the table, the second column (including heading) is revised to read: Minimum Concrete Cover, and Concrete Cover Tolerance, Except at Permanent Slip Casing (Inches) 3, -1'/2 4, -2 4, -2 6, -3 The following new paragraph is inserted after the table: The concrete cover tolerances specified above apply to the concrete cover specified in the Plans, even if it exceeds the minimum concrete cover. 6- 19.3(6) Access Tubes for Crosshole Sonic Log (CSL) Testing This section title is revised to read: 6- 19.3(6) Contractor Furnished Accessories for Nondestructive QA Testing This section is supplemented with the following three new subsections: 6- 19.3(6)D Shafts Requiring Thermal Wire The Contractor shall furnish and install thermal wire in all shafts receiving the thermal wire method of TIP testing, except as otherwise noted in Section 6- 19.3(1)B1. 6- 19.3(6)E Thermal Wire and Thermal Access Points (TAPs) The thermal wire and associated couplers shall be obtained from the source specified in the Special Provisions. The Contractor shall securely attach the thermal wire to the interior of the reinforcement cage of the shaft in conformance with the supplier's instructions. At a minimum, one thermal wire shall be furnished and installed for each foot of shaft diameter, rounded to the nearest whole number, as shown in the Plans. The number of thermal wires for shaft diameters specified as "X feet 6 inches" shall be rounded up to the next higher whole number. The thermal wires shall be placed around the shaft, inside the spiral or hoop reinforcement, and tied to the vertical reinforcement with plastic "zip" ties at a maximum spacing of 2 -feet. Steel tie wire shall not be used. The thermal wire shall be installed in straight alignment and taut, but with enough slack to not be damaged during reinforcing cage lofting. The wires shall be as near to parallel to the vertical axis of the reinforcement cage as possible. The thermal wire shall extend from the bottom of the reinforcement cage to the top of the shaft, with 15 -feet of slack wire provided above the top of shaft. Care shall be taken to prevent damaging the thermal wires during reinforcement cage installation and concrete placement operations in the shaft excavation. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 After completing shaft reinforcement cage fabrication at the site and prior to installation of the cage into the shaft excavation, the Contractor shall install and connect thermal access points (TAPs) to the thermal wires. The TAPs shall record data for at least one hour after the cage is placed in the excavation to measure the slurry temperature and enable the steel and slurry temperatures to equilibrate prior to placing concrete in the shaft. The TAPs shall record and store data every 15 minutes. The TAPs shall remain active for a minimum of 36 hours. Prior to beginning concrete placement the TAPs shall be checked to ensure they are recording data and that the wires have not been damaged. If a TAP unit is not functioning due to a damaged wire, the Contractor shall repair or replace the wire. If a TAP unit fails or a wire breaks after concrete placement has started, the Contractor shall not stop the concrete placement operation to repair the wire. 6- 19.3(6)F Use of Access Tubes for TIP Testing Under the Thermal Probe Method The Contractor may use access tubes for TIP testing under the thermal probe method. Access tubes shall be cared for in accordance with Section 6- 19.3(6)C. Prior to TIP testing under the thermal probe method, the water in each tube shall be removed, collected, and stored in an insulated container. The access tube shall be blown dry and swabbed to remove residual water. After TIP testing, the collected and stored tube water shall be introduced back into the access tube. New potable water may be used, provided the water temperature is not more than 10 °F cooler than the average concrete temperature measured by the probe. 6- 19.3(6)A Shafts Requiring CSL Access Tubes This section, including title, is revised to read: 6- 19.3(6)A Shafts Requiring Access Tubes The Contractor shall furnish and install access tubes in all shafts receiving CSL testing or the thermal probe method of TIP testing, except as otherwise noted in Section 6- 19.3(1)B1. 6- 19.3(6)B Orientation and Assembly of the CSL Access Tubes This section's title is revised to read: 6- 19.3(6)B Orientation and Assembly of the Access Tubes 6- 19.3(6)C Care for CSL Access Tubes from Erection through CSL Testing This section's title is revised to read: 6- 19.3(6)C Care for Access Tubes from Erection Through Nondestructive QA Testing The second sentence is revised to read: The Contractor shall keep all of a shaft's access tubes full of water through the completion of nondestructive QA testing of that shaft. 6- 19.3(7)A Concrete Class for Shaft Concrete This section is revised to read: Shaft concrete shall be Class 5000P conforming to Section 6 -02. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • 6- 19.3(7)B Concrete Placement Requirements The last sentence of the last paragraph is revised to read: The Section 6- 02.3(6) restriction for 5 feet maximum free fall shall not apply to placement of concrete into a shaft. 6- 19.3(7)1 Requirements for Placing Concrete Above the Top of Shaft This section is revised to read: Concrete shall not be placed above the top of shaft (for column splice zones, columns, footings, or shaft caps) until the Contractor receives the Engineer's acceptance of nondestructive QA testing, if performed at that shaft, and acceptance of the shaft. 6- 19.3(9) Nondestructive Testing of Shafts (Crosshole Sonic Log (CSL) Testing) This section, including title, is revised to read: 6- 19.3(9) Nondestructive QA Testing of Shafts The Contractor shall provide nondestructive QA testing and analysis on all shafts with access tubes or thermal wires and TAPs facilitating the testing (See Section 6- 19.3(1)B). The testing and analysis shall be performed by the testing organizations identified by the Contractor's submittal in accordance with Section 6- 19.3(2)D. The Engineer may direct that additional testing be performed at a shaft if anomalies or a soft bottom are detected by the Contractor's testing. If additional testing at a shaft confirms the presence of a defect(s) in the shaft, the testing costs and the delay costs resulting from the additional testing shall be borne by the Contractor in accordance with Section 1 -05.6. If the additional testing indicates that the shaft has no defect, the testing costs and the delay costs resulting from the additional testing will be paid by the Contracting Agency in accordance with Section 1 -05.6, and, if the shaft construction is on the critical path of the Contractor's schedule, a time extension equal to the delay created by the additional testing will be granted in accordance with Section 1 -08.8. 6- 19.3(9)A Schedule of CSL Testing This section, including title, is revised to read: 6- 19.3(9)A TIP Testing Using Thermal Probes or CSL Testing If selected as the nondestructive QA testing method by the Contractor, TIP testing using thermal probes, or CSL testing shall be performed after the shaft concrete has cured at least 96 hours. Additional curing time prior to testing may be required if the shaft concrete contains admixtures, such as set retarding admixture or water - reducing admixture, added in accordance with Section 6- 02.3(3). The additional curing time prior to testing required under these circumstances shall not be grounds for additional compensation or extension of time to the Contractor in accordance with Section 1 -08.8. 6- 19.3(9)B Inspection of CSL Access Tubes This section's title is revised to read: 6- 19.3(9)B Inspection of Access Tubes AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 6- 19.3(9)C Engineer's Final Acceptance of Shafts This section, including title, is revised to read: 6- 19.3(9)C TIP Testing With Thermal Wires and TAPs If selected as the nondestructive QA testing method by the Contractor, TIP testing with thermal wires and TAPs (See Section 6- 19.3(6)E) shall be performed. The TIP testing shall commence at the beginning of the concrete placement operation, recording temperature readings at 15- minute intervals until the peak temperature is captured in the data. Additional curing time may be required if the shaft concrete contains admixtures, such as set retarding admixture or water - reducing admixture, added in accordance with Section 6- 02.3(3). The additional curing time required under these circumstances shall not be grounds for additional compensation or extension of time to the Contractor in accordance with Section 1 -08.8. TIP testing shall be conducted at all shafts in which thermal wires and TAPs have been installed for thermal wire analysis (Section 6- 19.3(6)A). 6- 19.3(9)D Requirements to Continue Shaft Excavation Prior to Acceptance of First Shaft This section, including title, is revised to read: 6- 19.3(9)D Nondestructive QA Testing Results Submittal The Contractor shall submit the results and analysis of the nondestructive QA testing for each shaft tested. The Contractor shall submit the test results within three working days of testing. Results shall be a Type 1 Working Drawing presented in a written report. TIP reports shall include: 1. A map or plot of the wire /tube location within the shaft and their position relative qo to a known and identifiable location, such as North. 2. Graphical displays of temperature measurements versus depth of each wire or tube for the analysis time selected, overall average temperature with depth, shaft radius or diameter with depth, concrete cover versus cage position with depth, and effective radius. 3. The report shall identify unusual temperatures, particularly significantly cooler local deviations from the overall average. 4. The report shall identify the location and extent where satisfactory or questionable concrete is identified. a. Satisfactory (S) - 0 to 6% Effective Radius Reduction and Cover Criteria Met b. Questionable (Q) - Effective Local Radius Reduction > 6 %, Effective Local Average Diameter Reduction > 4 %, or Cover Criteria Not Met 5. Variations in temperature between wire /tubes (at each depth) which in turn correspond to variations in cage alignment. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • 6. Where shaft specific construction information is available (e.g. elevations of the top of shaft, bottom of casing, bottom of shaft, etc.), these values shall be noted on all pertinent graphical displays. CSL reports shall include: 1. A map or plot of the tube location within the shaft and their position relative to a known and identifiable location, such as North. 2. Graphical displays of CSL Energy versus Depth and CSL signal arrival time versus depth or velocity versus depth. 3. The report shall identify the location and extent where good, questionable, and poor concrete is identified, where no signal was received, or where water is present. a. Good (G) - No signal distortion and decrease in signal velocity of 10% or less is indicative of good quality concrete. b. Questionable (Q) - Minor signal distortion and a lower signal amplitude with a decrease in signal velocity between 10% and 20 %. c. Poor (P) - Severe signal distortion and much lower signal amplitude with a decrease in signal velocity of 20% or more. d. No Signal (NS) - No signal was received. e. Water (W) - A measured signal velocity of nominally V = 4,800 to 5,000 fps. All QA test reports will provide a recommendation to accept the shaft as -is, recommendation for further review by the Engineer, or will provide a plan for further testing, investigation or repair to address any deficiencies identified by the testing. 6- 19.3(9)E Additional CSL Testing This section, including title, is revised to read: 6- 19.3(9)E Vacant 6- 19.3(9)1 Requirements for CSL Access Tubes and Cored Holes After CSL Testing This section's title is revised to read: 6- 19.3(9)1 Requirements for Access Tubes and Cored Holes After CSL Testing 6 -19.4 Measurement This section is revised to read: Constructing shafts will be measured by the linear foot. The linear foot measurement will be calculated using the top of shaft elevation and the bottom of shaft elevation for each shaft as shown in the Plans. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Rock excavation for shaft, including haul, will be measured by the linear foot of shaft excavated. The linear feet measurement will be computed using the top of the rock line, defined as the highest bedrock point within the shaft diameter, and the bottom elevation shown in the Plans. QA shaft test will be measured once per shaft tested. 6 -19.5 Payment This section is revised to read: Payment will be made for the following Bid items when they are included in the Proposal: "Constructing Diam. Shaft ", per linear foot. The unit Contract price per linear foot for "Constructing pay for performing the Work as specified, including: Diam. Shaft" shall be full 1. Soil excavation for shaft, including all costs in connection with furnishing, mixing, placing, maintaining, containing, collecting, and disposing of all mineral, synthetic and water slurry, and disposing of groundwater collected by the excavated shaft. 2. Furnishing and placing temporary shaft casing, including temporary casing in addition to the required casing specified in the Special Provisions, and including all costs in connection with completely removing the casing after completing shaft construction. 3. Furnishing permanent casing for shaft. 4. Placing permanent casing for shaft. 5. Casing shoring, including all costs in connection with furnishing and installing casing shoring above the specified upper limit for casing shoring but necessary to provide for sufficient water head pressure to resist artesian water pressure present in the shaft excavation, removing casing shoring, and placing seals when required. 6. Furnishing and placing steel reinforcing bar and epoxy- coated steel reinforcing bar, including furnishing and installing steel reinforcing bar centralizers. 7. Installation of CSL tubes or thermal wires. 8. Furnishing, placing and curing concrete to the top of shaft or to the construction joint at the base of the shaft - column splice zone as applicable. Payment for "Constructing Diam. Shaft" will be made upon Engineer acceptance of the shaft, including completion of satisfactory QA shaft tests as applicable. "Rock Excavation For Shaft Including Haul ", per linear foot. When rock excavation is encountered, payment for rock excavation is in addition to the unit Contract price per linear foot for "Constructing Diam. Shaft" AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 "Shoring Or Extra Excavation Cl. A - ", lump sum. The lump sum Contract price for "Shoring Or Extra Excavation Cl. A - " shall be full pay for performing the Work as specified, including all costs in connection with all excavation outside the limits specified for soil and rock excavation for shaft including haul, all temporary telescoping casings, and all temporary casings beyond the limits of required temporary casing specified in the Special Provisions. "QA Shaft Test", per each. The unit Contract price per each for "QA Shaft Test" shall be full pay for performing the Work as specified, including operating all associated accessories necessary to record and process data and develop the summary QA test reports. Section 1 -04.6 does not apply to this bid item. "Removing Shaft Obstructions ", estimated. Payment for removing, breaking -up, or pushing aside shaft obstructions, as defined in Section 6- 19.3(3)E, will be made for the changes in shaft construction methods necessary to deal with the obstruction. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the equipment and employees utilized, and the number of hours involved for each. Once these cost items and their duration have been agreed upon, the payment amount will be determined using the rate and markup methods specified in Section 1 -09.6. For the purpose of providing a common proposal for all Bidders, the Contracting Agency has entered an amount for the item "Removing Shaft Obstructions" in the Bid Proposal to become a part of the total Bid by the Contractor. If drilled shaft tools, cutting teeth, casing or Kelly bar is damaged as a result of the obstruction removal work, the Contractor will be compensated for the costs to repair this equipment in accordance with Section 1 -09.6. If shaft construction equipment is idled as a result of the Work required to deal with the obstruction and cannot be reasonably reassigned within the project, then standby payment for the idled equipment will be added to the payment calculations. If labor is idled as a result of the Work required to deal with the obstruction and cannot be reasonably reassigned within the project, then all labor costs resulting from Contractor labor agreements and established Contractor policies will be added to the payment calculations. The Contractor shall perform the amount of obstruction Work estimated by the Contracting Agency within the original time of the Contract. The Engineer will consider a time adjustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided: 1. The dollar amount estimated by the Contracting Agency has been exceeded, and 2. The Contractor shows that the obstruction removal Work represents a delay to the completion of the project based on the current progress schedule provided in accordance with Section 1 -08.3. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 7- 02.AP7 Section 7 -02, Culverts January 3, 2017 7 -02.2 Materials The following three new items are inserted after the item "Aggregate for Portland Cement Concrete: Gravel Backfill for Pipe Zone Bedding Butyl Rubber Sealant External Sealing Band The last paragraph is deleted. 9- 03.12(3) 9 -04.11 9 -04.12 7- 02.3(6) Precast Reinf. Conc. Three Sided Structures, Box Culverts and Split Box Culverts This section is supplemented with the following new paragraph: When the Plans include a complete set of design details for a Structure (defining panel shapes and dimensions, concrete strength requirements, and steel reinforcing bar, joint, and connection details), the design and load rating preparation and calculation submittal requirements of Sections 7- 02.3(6)A1 and 7- 02.3(6)A2 do not apply for the components shown in the Plans, but all other requirements of this Section remain in effect. The Contractor may propose alternate concrete culvert designs, accommodating the same rise, span, and length as shown in the Plans, to replace the Structure details shown in the Plans. If an alternate concrete culvert design is proposed, all of the requirements of this Section, including design and load rating preparation and calculation submittal, apply. 7- 02.3(6)A General This section is supplemented with the following two new paragraphs: Tolerances for PRCTSS shall be as follows: 1. Internal Dimensions — The internal dimension shall not vary more than 1 percent or 2 inches, whichever is less, from the Plan dimensions. The haunch dimensions shall not vary more than 3/4 inch from the Plan dimensions. 2. Slab and Wall Thickness — The slab and wall thickness shall not be less than that shown in the Plans by more than 5 percent or 1/2 inch, whichever is greater. A thickness more than that required in the Plans will not be a cause for rejection if proper joining is not affected. 3. Length of Opposite Surfaces — Variations in lengths of two opposite surfaces of the three -sided section shall not be more than 34 inch unless beveled sections are being used to accommodate a curve in the alignment. 4. Reinforcing steel placement shall meet the tolerances specified in Section 6- 02.3(24)C. Tolerances for PRCBC and PRCSBC shall be as follows: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 1. Internal Dimensions — The internal dimensions shall not vary more than 1 percent from the Plan dimensions. If haunches are used, the haunch dimensions shall not vary more than 1/4 inch from the Plan dimensions. 2. Slab and Wall Thickness — The slab and wall thickness shall not be less than that shown in the Plans by more than 5 percent or 3/6 inch, whichever is greater. A thickness more than that required in the Plans will not be a cause for rejection. 3. Length of Opposite Box Segments — Variations in lengths of two opposite surfaces of the box segments shall not be more than 1/8 inch per foot of internal span, with a maximum of 5/8 inch for all sizes through 7 feet internal span, and a maximum of 3/4 inch for internal spans greater than 7 feet, except where beveled sections are being used to accommodate a curve in the alignment. 4. Length of Box Segments — The underrun in length of a segment shall not be more than 1/8 inch per foot of length with a maximum of inch in any box segment. 5. Length of Legs and Slabs — The variation in length of the legs shall not be more than 1/8 inch per foot of the rise of the leg per leg with a maximum of 5/8 inches. The differential length between opposing legs of the same segment shall not be more than 1/2 inch. Length of independent top slab spans shall not vary by more than 1/8 inch per foot of span of the top slab, with a maximum of 5/8 inches. 6. Reinforcing steel placement shall meet the tolerances specified in Section 6- 02.3(24)C. This section is supplemented with the following new subsection: 7- 02.3(6)A5 Wingwalls and Retaining Walls Wingwalls and retaining walls (including cutoff walls and headwalls) shall be constructed in accordance with the Contractor's design and Working Drawing submittal or when the Plans include a complete set of design details for a wall (defining panel shapes and dimensions, concrete strength requirements, and steel reinforcing bar, joint, and connection details),the details shown in the Plans. Precast concrete construction shall conform to Sections 6- 02.3(28) and 6- 11.3(3). Culvert bedding material shall be furnished, placed, and compacted in accordance with Section 7- 02.3(6)A4. 7- 02.3(6)A1 Design Criteria The first sentence of the last paragraph is revised to read: Whenever the minimum finished backfill or surfacing depth above the top of the Structure is less than 1' -0" (except when the top of the Structure is directly exposed to vehicular traffic), either all steel reinforcing bars in the span unit shall be epoxy- coated with 2" minimum concrete cover from the face of concrete to the face of the top mat of steel reinforcing bars, or the minimum concrete cover shall be 21/2". The last sentence of the last paragraph is revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Concrete cover from the face of any concrete surface to the face of any steel reinforcement shall be 1 -inch minimum end clearance at all joints, and 2- inches minimum at all other locations. 7- 02.3(6)A2 Submittals The first paragraph is revised to read: • The Contractor shall submit shop drawings of the precast Structures. Fabrication shop drawings replicating complete design details when shown in the Plans shall be Type 2 Working Drawings. Submittals completing the design based on the schematic geometric requirements shown in the Plans, or proposing a Contractor designed alternative concrete culvert Structure shall be Type 2E Working Drawings with supporting design calculations. The last paragraph is revised to read: For precast Structures with a span length greater than 20 -feet (as defined in Section 7- 02.3(6)A1), except when the depth of fill above the top of culvert exceeds the Structure span length, a Type 2E Working Drawing shall be submitted consisting of a load rating report prepared in accordance with the AASHTO Manual for Bridge Evaluation and WSDOT Bridge Design Manual LRFD M 23 -50 Chapter 13. Soil pressures used shall include effects from the backfill material and compaction methods, and shall be in accordance with the WSDOT Geotechnical Design Manual M 46 -03 and the geotechnical report prepared for the project. 7- 02.3(6)A3 Casting This section is revised to read: Concrete shall conform to Section 6- 02.3(28)B, with a 28 -day compressive strength as specified in the Plans or the Working Drawings submittal. 7- 02.3(6)A4 Excavation and Bedding Preparation The last paragraph is revised to read: The upper layer of bedding course shall be a 6 -inch minimum thickness layer of culvert bedding material, defined as granular material either conforming to Section 9- 03.12(3) or to AASHTO Grading No. 57 as specified in Section 9- 03.1(4)C. The plan limits of the culvert bedding material shall extend 1 -foot beyond the plan limits of the culvert or the Structure footing as applicable. The culvert bedding material shall be compacted in accordance with the Section 2- 09.3(1)E requirements for gravel backfill for drains. After compaction, the culvert bedding material shall be screeded transversely to the specified line and grade. Voids in the screeded culvert bedding material shall be filled and then rescreeded prior to erecting the precast Structure. 7- 02.3(6)B3 Erection The last paragraph is revised to read: Adjacent precast sections shall be connected by welding the weld -tie anchors in accordance with Section 6- 03.3(25). Welding ground shall be attached directly to the steel plates being welded when welding the weld -ties. The weld -tie anchor spacing shall not exceed 6' -0 ". After connecting the weld -tie anchors, the Contractor shall paint the exposed metal surfaces with one coat of field primer conforming to Section 9- 08.1(2)F. Keyways shall be filled with grout conforming to Section 9- 20.3(2). AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • 7- 02.3(6)C1 Casting This section is revised to read: PRCSBC shall consist of lid elements and "U" shaped base elements. The vertical legs of the "U" shaped base elements shall be full height matching the rise of the culvert, except as otherwise specified for culvert spans greater than 20 -feet. For PRCSBC spans greater than 20 -feet (as defined in Section 7- 02.3(6)A1), the lid elements may include vertical legs of a maximum length of 4 -feet. All vertical and horizontal joints of PRCBC and PRCSBC elements shall be tongue and groove type joints, except PRCBC and PRCSBC of 20 -foot span or less may have keyway joints connected by weld -tie anchors in accordance with Section 6- 02.3(25)0. The weld -tie anchor spacing shall not exceed 6' -0 ". There shall be at least two galvanized steel tie plates across each top unit tongue and groove joint and each tongue and groove joint between upper and lower units, unless otherwise shown in the Plans or required by the seismic designed completed in accordance with Section 7- 02.3(6)A1. 7- 02.3(6)C3 Erection This section is revised to read: PRCBC and PRCSBC shall be erected and backfilled in accordance with the erection sequence specified in the Working Drawing submittal, and the construction equipment restrictions specified in Section 6- 02.3(25)0. The Contractor shall install a continuous strip of butyl rubber sealant within all tongue and groove joints prior to connecting the precast elements together. The butyl rubber sealant shall have a minimum cross section of 1/2-inch by 11/2 -inch, unless otherwise shown in the Plans. After connecting the joints with weld -tie anchors, the Contractor shall paint the exposed metal surfaces with one coat of field primer conforming to Section 9- 08.1(2)F. Keyways shall be filled with grout conforming to Section 9- 20.3(2). The Contractor shall wrap all exterior joints along the top and sides of the PRCBC and PRCSBC with a 12 -inch wide strip of external sealing band centered about the joint and adhesively bonded to the concrete surface. Backfill beside the PRCBC and PRCSBC shall be brought up in sequential layers, compacted concurrently. The difference in backfill height on opposing sides of the Structure shall not exceed 2 -feet. 7 -02.4 Measurement This section is supplemented with the following: Culvert bedding material will be measured by the cubic yard of material placed. 7 -02.5 Payment This section is supplemented with the following: "Culvert Bedding Material ", per cubic yard. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 7- 08.AP7 Section 7 -08, General Pipe Installation Requirements January 3, 2017 7- 08.3(1)A Trenches The second sentence of the last paragraph is revised to read: • The embankment material shall be compacted to 95 percent of maximum density and the moisture content at the time of compaction shall be between optimum and 3 percentage points below optimum as determined by the Compaction Control Tests specified in Section 2- 03.3(14)D. 8- 01.AP8 Section 8 -01, Erosion Control and Water Pollution Control August 1, 2016 8 -01.2 Materials This section is supplemented with the following new paragraph: Recycled concrete, in any form, shall not be used for any Work defined in Section 8 -01. 8- 01.3(7) Stabilized Construction Entrance The last sentence of the first paragraph is revised to read: Material used for stabilized construction entrance shall be free of extraneous materials that • may cause or contribute to track out. 8- 01.3(8) Street Cleaning This section is revised to read: Self- propelled street sweepers shall be used to remove and collect sediment and other debris from the Roadway, whenever required by the Engineer. The street sweeper shall effectively collect these materials and prevent them from being washed or blown off the Roadway or into waters of the State. Street sweepers shall not generate fugitive dust and shall be designed and operated in compliance with applicable air quality standards. Material collected by the street sweeper shall be disposed of in accordance with Section 2- 03.3(7)C. Street washing with water will require the concurrence of the Engineer. 8- 09.AP8 Section 8 -09, Raised Pavement Markers January 3, 2017 8 -09.5 Payment In the last paragraph, "flaggers and spotters" is revised to read "flaggers ". AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • • 8- 10.AP8 Section 8 -10, Guide Posts January 4, 2016 8 -10.3 Construction Requirements The last sentence of the second paragraph is deleted. 8- 11.AP8 Section 8 -11, Guardrail August 1, 2016 8- 11.3(1)F Removing and Resetting Beam Guardrail The last sentence of the first paragraph is deleted. 8 -11.5 Payment The paragraph following the Bid item "Removing and Resetting Beam Guardrail ", per linear foot is revised to read: The unit Contract price per linear foot for "Removing and Resetting Beam Guardrail" shall be full payment for all costs to perform the Work as described in Section 8- 11.3(1)F, except for replacement posts and blocks. The paragraph following the Bid item "Raising Existing Beam Guardrail ", per linear foot is revised to read: The unit Contract price per linear foot for "Raising Existing Beam Guardrail" shall be full payment for all costs to perform the Work as described in Section 8- 11.3(1)E. except for replacement posts and blocks. 8- 20.AP8 Section 8 -20, Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical January 3, 2017 8- 20.1(1) Regulations and Code The second paragraph is revised to read: Wherever reference is made in these Specifications or in the Special Provisions to the Code, the rules, or the standards mentioned above, the reference shall be construed to mean the code, rule, or standard that is in effect on the Bid advertisement date. 8- 20.3(5)A General The last paragraph is revised to read: Immediately after the sizing mandrel has been pulled through, install an equipment grounding conductor if applicable (see Section 8- 20.3(9)) and any new or existing wire or cable as specified in the Plans. Where conduit is installed for future use, install a 200- AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 pound minimum tensile strength pull string with the equipment grounding conductor. The pull string shall be attached to duct plugs or caps at both ends of the conduit. 8- 20.3(5)A1 Fiber Optic Conduit The last paragraph is deleted. 8- 20.3(5)B Conduit Type The second and third paragraphs are deleted and replaced with the following new paragraph: PVC and HDPE conduits shall be Schedule 80 unless installed as innerduct. 8- 20.3(5)D Conduit Placement Item number 2 is revised to read: 2. 24- inches below the top of the untreated surfacing on a Roadbed. 8- 20.3(9) Bonding, Grounding The following two new paragraphs are inserted after the first paragraph: • Install an equipment grounding conductor in all new conduit, whether or not the equipment grounding conductor is called for in the wire schedule. For each new conduit with innerduct install an equipment grounding conductor in only one of the innerducts unless otherwise required by the NEC or the Plans. The fourth paragraph (after the preceding Amendments are applied) is revised to read: Bonding jumpers and equipment grounding conductors meeting the requirements of • Section 9- 29.3(2)A3 shall be minimum #8 AWG, installed in accordance with the NEC. Where existing conduits are used for the installation of new circuits, an equipment grounding conductor shall be installed unless an existing equipment ground conductor, which is appropriate for the largest circuit, is already present in the existing raceway. The equipment ground conductor between the isolation switch and the sign lighter fixtures shall be minimum #14 AWG stranded copper conductor. Where parallel circuits are enclosed in a common conduit, the equipment - grounding conductor shall be sized by the largest overcurrent device serving any circuit contained within the conduit. The second sentence of the fifth paragraph (after the preceding Amendments are applied) is revised to read: A non - insulated stranded copper conductor, minimum #8 AWG with a full circle crimp on connector (crimped with a manufacturer recommended crimper) shall be connected to the junction box frame or frame bonding stud, the other end shall be crimped to the equipment bonding conductor, using a "C" type crimp connector. The last two sentences of the sixth paragraph (after the preceding Amendments are applied) are revised to read: For light standards, signal standards, cantilever and sign bridge Structures the supplemental grounding conductor shall be #4 AWG non - insulated stranded copper conductor. For steel sign posts which support signs with sign lighting or flashing beacons AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • the supplemental grounding conductor shall be #6 AWG non insulated stranded copper conductor. The fourth to last paragraph is revised to read: Install a two grounding electrode system at each service entrance point, at each electrical service installation and at each separately derived power source. The service entrance grounding electrode system shall conform to the "Service Ground" detail in the Standard Plans. If soil conditions make vertical grounding electrode installation impossible an alternate installation procedure as described in the NEC may be used. Maintain a minimum of 6 feet of separation between any two grounding electrodes within the grounding system. Grounding electrodes shall be bonded copper, ferrous core materials and shall be solid rods not less than 10 feet in length if they are 1/2 inch in diameter or not less than 8 feet in length if they are % inch or larger in diameter. 8- 20.3(13)A Light Standards The first sentence in the second to last paragraph is revised to read: All new and relocated metal light standards shall be numbered for identification using painted 4 inch block gothic letters (similar to series C highway lettering) and numbers installed 3 feet above the base facing the Traveled Way. The numbered list in the second to last paragraph is deleted and replaced with the following: NN CC -SSSS VVV Where: NN — Is the pole number as identified in the Plans. May be one or more characters. CC — Is the circuit letter as identified in the Plans. May be one or more characters. SSSS — Is he service cabinet number as identified in the Plans. Do not include the two or three letter prefix. Up to four digits - do not include leading zeros. VVV — Is the operating voltage of the luminaire. Always three digits. 8- 20.3(13)C Luminaires The first paragraph is revised to read: The Contractor shall mark the installation date on the inside of the luminaire ballast or driver housing using a permanent marking pen. 8- 22.AP8 Section 8 -22, Pavement Marking January 4, 2016 8 -22.4 Measurement The first two sentences of the fourth paragraph are revised to read: The measurement for "Painted Wide Lane Line ", "Plastic Wide Lane Line ", "Profiled Plastic Wide Lane Line ", "Painted Barrier Center Line ", "Plastic Barrier Center Line ", "Painted Stop Line ", "Plastic Stop Line ", "Painted Wide Dotted Entry Line ", or "Plastic Wide Dotted AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Entry Line" will be based on the total length of each painted, plastic or profiled plastic line installed. No deduction will be made for the unmarked area when the marking includes a broken line such as, wide broken lane line, drop lane line, wide dotted lane line or wide dotted entry line. 8 -22.5 Payment The following two new Bid items are inserted after the Bid item "Plastic Crosshatch Marking ", per linear foot: "Painted Wide Dotted Entry Line ", per linear foot. "Plastic Wide Dotted Entry Line ", per linear foot. 9- 01.AP9 Section 9 -01, Portland Cement January 3, 2017 This section's title is revised to read: Cement 9 -01.1 Types of Cement This section is revised to read: Cement shall be classified as portland cement, blended hydraulic cement, or rapid hardening hydraulic cement. 9- 01.2(2) Vacant This section, including title, is revised to read: 9- 01.2(2) Rapid Hardening Hydraulic Cement Rapid hardening hydraulic cement shall meet the requirements of ASTM C 1600. 9- 01.2(3) Low Alkali Cement This section is renumbered as follows: 9- 01.2(1)A Low Alkali Cement 9- 01.2(4) Blended Hydraulic Cement This section is renumbered as follows: 9- 01.2(1)B Blended Hydraulic Cement In the first paragraph, the last two sentences of item number 3 are revised to read: Separate testing of each source of fly ash at each proposed replacement level shall be conducted in accordance with ASTM C1012 at the storage temperature prescribed in Section 9.3 of the test procedure. Expansion at 180 days shall be 0.10 percent or less. In the first paragraph, the last two sentences of item number 4 are revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Separate testing of each source of slag at each proposed replacement level shall be conducted in accordance with ASTM C1012 at the storage temperature prescribed in Section 9.3 of the test procedure. Expansion at 180 days shall be 0.10 percent or less. In the first paragraph, the last two sentences of item number 5 are revised to read: Separate testing of each source of fly ash or slag at each proposed replacement level shall be conducted in accordance with ASTM C1012 at the storage temperature prescribed in Section 9.3 of the test procedure. Expansion at 180 days shall be 0.10 percent or less. 9 -01.3 Tests and Acceptance The second paragraph is revised to read: Cement producers /suppliers that certify portland cement or blended hydraulic cement shall participate in the Cement Acceptance Program as described in WSDOT Standard Practice QC 1. Rapid hardening hydraulic cement producers /suppliers are not required to participate in WSDOT Standard Practice QC 1. 9- 03.AP9 Section 9 -03, Aggregates January 3, 2017 9- 03.1(1) General Requirements In this section, each reference to "Section 9- 01.2(3)" is revised to read "Section 9- 01.2(1)A ". This first paragraph is supplemented with the following: Reclaimed aggregate may be used if it complies with the specifications for Portland Cement Concrete. Reclaimed aggregate is aggregate that has been recovered from plastic concrete by washing away the cementitious materials. 9- 03.1(2) Fine Aggregate for Portland Cement Concrete This section is revised to read: Fine aggregate shall consist of natural sand or manufactured sand, or combinations thereof, accepted by the Engineer, having hard, strong, durable particles free from adherent coating. Fine aggregate shall be washed thoroughly to meet the specifications. 9- 03.1(2)A Deleterious Substances This section is revised to read: The amount of deleterious substances in the washed aggregate shall be tested in accordance with AASHTO M 6 and not exceed the following values: Material finer than No. 200 Sieve Clay lumps and friable particles Coal and lignite Particles of specific gravity less than 2.00 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 2.5 percent by weight 3.0 percent by weight 0.25 percent by weight 1.0 percent by weight. RFB #17 -001 January 2017 Organic impurities shall be tested in accordance with AASHTO T 21 by the glass color standard procedure and results darker than organic plate no. 3 shall be rejected. A darker color results from AASHTO T 21 may be used provided that when tested for the effect of organic impurities on strength of mortar, the relative strength at 7 days, • calculated in accordance with AASHTO T 71, is not less than 95 percent. 9- 03.1(4) Coarse Aggregate for Portland Cement Concrete This section is revised to read: Coarse aggregate for concrete shall consist of gravel, crushed gravel, crushed stone, or combinations thereof having hard, strong, durable pieces free from adherent coatings. Coarse aggregate shall be washed to meet the specifications. 9- 03.1(4)A Deleterious This section, including title, is revised to read: 9- 03.1(4)A Deleterious Substances The amount of deleterious substances in the washed aggregate shall be tested in accordance with AASHTO M 80 and not exceed the following values: Material finer than No. 200 1.01 percent by weight Clay lumps and Friable Particles 2.0 percent by weight Shale 2.0 percent by weight Wood waste 0.05 percent by weight Coal and Lignite 0.5 percent by weight Sum of Clay Lumps, Friable Particles, and Chert (Less Than 2.40 specific gravity SSD) 3.0 percent by weight 'If the material finer than the No. 200 sieve is free of clay and shale, this percentage may be increased to 1.5. 9- 03.1(4)C Grading The following new sentence is inserted at the beginning of the last pargraph: Where coarse aggregate size 467 is used, the aggregate may be furnished in at least two separate sizes. 9- 03.1(5) Combined Aggregate Gradation for Portland Cement Concrete This section is revised to read: As an alternative to using the fine aggregate sieve grading requirements in Section 9- 03.1(2)B, and coarse aggregate sieve grading requirements in Section 9- 03.1(4)0, a combined aggregate gradation conforming to the requirements of Section 9- 03.1(5)A may be used. 9- 03.1(5)A Deleterious Substances This section is revised to read: The amount of deleterious substances in the washed aggregates 3/s inch or larger shall not exceed the values specified in Section 9- 03.1(4)A and for aggregates smaller than % inch they shall not exceed the values specified in Section 9- 03.1(2)A. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 9- 03.1(5)B Grading The first paragraph is deleted. 9- 03.8(2) HMA Test Requirements In the table in item number 3, the heading "Statistical and Nonstatistical" is revised to read "Statistical ". 9- 03.8(7) HMA Tolerances and Adjustments In the table in item number 1, the column titled "Nonstatistical Evaluation" is deleted. In the table in item 1, the last column titled "Commercial Evaluation" is revised to read "Visual Evaluation ". 9- 03.11(1) Streambed Sediment The following three new sentences are inserted after the first sentence of the first paragraph: Alternate gradations may be used if proposed by the Contractor and accepted by the Engineer. The Contractor shall submit a Type 2 Working Drawing consisting of 0.45 power maximum density curve of the proposed gradation. The alternate gradation shall closely follow the maximum density line and have Nominal Aggregate Size of no less than 11/2 inches or no greater than 3 inches. 9- 03.12(4) Gravel Backfill for Drains The following new sentence is inserted at the beginning of the second paragraph: As an alternative, AASHTO grading No. 57 may be used in accordance with Section 9- 03.1(4)C. 9- 03.12(5) Gravel Backfill for Drywells The following new sentence is inserted at the beginning of the second paragraph: As an alternative, AASHTO grading No. 4 may be used in accordance with Section 9- 03.1(4)C. 9- 03.21(1)B Concrete Rubble This section, including title, is revised to read: 9- 03.21(1)B Recycled Concrete Aggregate Recycled concrete aggregates are coarse aggregates manufactured from hardened concrete mixtures. Recycled concrete aggregate may be used as coarse aggregate or blended with coarse aggregate for Commercial Concrete. Recycled concrete aggregate shall meet all of the requirements for coarse aggregate contained in Section 9- 03.1(4) or 9- 03.1(5). In addition to the requirements of Section 9- 03.1(4) or 9- 03.1(5), recycled concrete shall: 1. Contain an aggregated weight of Tess than 1 percent of adherent fines, vegetable matter, plastics, plaster, paper, gypsum board, metals, fabrics, wood, tile, glass, asphalt (bituminous) materials, brick, porcelain or other deleterious substance(s) not otherwise noted; 2. Be free of harmful components such as chlorides and reactive materials unless mitigation measures are taken to prevent recurrence in the new concrete; AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 3. Have an absorption of less than 10 percent when tested in accordance with AASHTO T 85. Recycled concrete aggregate shall be in a saturated condition prior to mixing. Recycled concrete aggregate shall not be placed below the ordinary high water mark of any water of the State. 9- 03.21(1)D Recycled Steel Furnace Slag This section title is revised to read: Steel Slag 9- 03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled Material In the Hot Mix Asphalt column, each value of "20" is revised to read "25 ". The last column heading "Steel Furnace Slag" is revised to read "Steel Slag ". The following new row is inserted after the second row: • Coarse Aggregate for Commercial Concrete 9- 03.1(4) 0 100 0 0 9- 04.AP9 Section 9 -04, Joint and Crack Sealing Materials January 3, 2017 This section is supplemented with the following two new subsections: 9 -04.11 Butyl Rubber Sealant Butyl rubber sealant shall conform to ASTM C 990. 9 -04.12 External Sealing Band External sealing band shall by Type III B conforming to ASTM C 877. 9- 04.1(2) Premolded Joint Filler for Expansion Joints This section is supplemented with the following: As an alternative to the above, a semi - rigid, non - extruding, resilient type, closed -cell polypropylene foam, preformed joint filler with the following physical properties as tested to AASHTO T 42 Standard Test Methods may be used. Closed -Cell Polypropylene Foam Preformed Joint Filler Physical Property Requirement Test Method Water Absorption < 1.0% AASHTO T 42 Compression Recovery > 80% AASHTO T 42 Extrusion < 0.1 in. AASHTO T 42 Density > 3.5 lbs. /cu.ft. AASHTO T 42 AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Water Boil (1 hr.) No expansion AASHTO T 42 Hydrochloric Acid Boil (1 hr.) No disintegration AASHTO T 42 Heat Resistance °F 392 °F± 5 °F ASTM D 5249 9- 04.2(1) Hot Poured Joint Sealants This section's content is deleted and replaced with the following new subsections: 9- 04.2(1)A Hot Poured Sealant Hot poured sealant shall be sampled in accordance with ASTM D5167 and tested in accordance with ASTM D5329. 9- 04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement Hot poured sealant for cement concrete pavement shall meet the requirements of ASTM D6690 Type IV, except for the following: 1. The Cone Penetration at 25 °C shall be 130 maximum. 2. The extension for the Bond, non - immersed, shall be 100 percent. 9- 04.2(1)A2 Hot Poured Sealant for Bituminous Pavement Hot poured sealant for bituminous pavement shall meet the requirements of ASTM D6690 Type I or Type II. 9- 04.2(1)B Sand Slurry for Bituminous Pavement Sand slurry is mixture consisting of the following components measured by total weight: 1. Twenty percent CSS -1 emulsified asphalt, 2. Two percent portland cement, and 3. Seventy -eight percent fine aggregate meeting the requirements of 9- 03.1(2)B Class 2. Fine aggregate may be damp (no free water). 9- 04.2(2) Poured Rubber Joint Sealer The last paragraph is deleted. 9- 04.4(1) Rubber Gaskets for Concrete Pipes and Precast Manholes "AASHTO M 198" is revised to read "ASTM C 990 ". 9- 04.4(3) Gaskets for Aluminum or Steel Culvert or Storm Sewer Pipe In the last sentence, "AASHTO M 198" is revised to read "ASTM C 990 ". 9- 06.AP9 Section 9 -06, Structural Steel and Related Materials January 3, 2017 9- 06.5(3) High- Strength Bolts In this section, "ASTM A325" is revised to read "ASTM F3125 Grade A325 ", "ASTM A490" is revised to read "ASTM F3125 Grade A490 ", and "ASTM F1852" is revised to read "ASTM F3125 Grade F1852 ". AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 In the fifth paragraph, "ASTM -A325" is revised to read "ASTM F3125 ". 9 -06.12 Bronze Castings In this section, "AASHTO M107" is revised to read "ASTM B22 ". 9 -06.16 Roadside Sign Structures In the first paragraph, "ASTM A325" is revised to read "ASTM F3125 Grade A325 ". 9- 07.AP9 Section 9 -07, Reinforcing Steel August 1, 2016 9- 07.1(1)A Acceptance of Materials The first sentence of the first paragraph is revised to read: Reinforcing steel rebar manufacturers shall comply with the National Transportation Product Evaluation Program (NTPEP) Work Plan for Reinforcing Steel (rebar) Manufacturers. The first sentence of the second paragraph is revised to read: Steel reinforcing bar manufacturers use either English or a Metric size designation while stamping rebar. 9- 07.1(2) Bending The first two sentences of the first paragraph are deleted and replaced with tie following two new sentences: Steel reinforcing bars shall be cut and bent cold to the shapes shown on the Plans. Fabrication tolerances shall be in accordance with ACI 315. 9- 10.AP9 Section 9 -10, Piling August 1, 2016 9 -10.3 Cast -In -Place Concrete Piling This section is revised to read: Reinforcement for cast -in -place concrete piles shall conform to Section 9 -07.2. 9- 11.AP9 Section 9 -11, Waterproofing January 3, 2017 This section (and all subsections), including title, is revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 9 -11 Waterproof Membrane 9 -11.1 Asphalt for Waterproofing Waterproof membrane shall be a sheet membrane conforming to ASTM D 6153 Type III, the puncture capacity specified below, and either the thin polymer sheet tensile stress or the geotextile and fabric grab tensile strength specified below: Performance Properties Test Method Specification Requirements Tensile Stress (for Thin Polymer Sheets) ASTM D 882 75 pounds per inch min. Grab Tensile Strength (for Geotextiles and Fabrics) ASTM D 4632 (Woven or Nonwoven) 200 pounds min. Puncture Capacity (For Thin Polymer Sheets, Geotextiles and Fabrics) ASTM E 154 200 pounds min. Waterproofing membrane will be accepted based on a Manufacturer's Certificate of Compliance with each lot of waterproof membrane. 9 -11.2 Primer for Waterproof Membrane The primer for the waterproof membrane shall be appropriate for bonding the sheet membrane to the bridge deck surface and shall be compatible with the membrane in accordance with the waterproof membrane manufacturer's recommendations. 9- 20.AP9 Section 9 -20, Concrete Patching Material, Grout, and Mortar January 3, 2017 This section is supplemented with the following new subsection: 9 -20.5 Bridge Deck Repair Material Bridge deck repair material shall be either an ultra -low viscosity, two -part liquid, polyurethane- hybrid polymer concrete, or a pre - packaged cement based repair mortar, conforming to the following requirements: 1. Minimum compressive strength of 2,500 psi, in accordance with ASTM C 109. 2. Total soluble chloride ion content by mass of product shall conform to the limits specified in Section 6- 02.3(2) for reinforced concrete. 3. Permeability of less than 2,000 coulombs at 56 -days in accordance with AASHTO T 277. If pre - packaged deck repair material does not include coarse aggregate, the Contractor shall extend the mix with coarse aggregate as recommended by the manufacturer. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 9- 23.AP9 Section 9 -23, Concrete Curing Materials and Admixtures January 3, 2017 9 -23.9 Fly Ash The first paragraph is revised to read: Fly ash shall conform to the requirements of AASHTO M295 Class C or F including supplementary optional chemical requirements as set forth in Table 2. The last sentence of the last paragraph is revised to read: The supplementary optional chemical limits in AASHTO M295 Table 2 do not apply to fly ash used in Controlled Density Fill. 9 -23.12 Metakaolin This section, including title, is revised to read: 9 -23.12 Natural Pozzolan Natural Pozzolans shall be either Metakaolin or ground Pumice and shall conform to the requirements of AASHTO M295 Class N, including supplementary optional chemical requirements as set forth in Table 2. 9- 29.AP9 Section 9 -29, Illumination, Signal, Electrical January 3, 2017 9 -29.2 Junction Boxes, Cable Vaults, and Pull Boxes This section is supplemented with the following new subsections: 9- 29.2(5) Testing Requirements The Contractor shall provide for testing of junction boxes, cable vaults and pull boxes. Junction boxes, cable vaults and pull boxes shall be tested by an independent materials testing facility, and a test report issued documenting the results of the tests performed. • For each junction box, vault and pull box type, the independent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, and registration number. One copy of the test report shall be furnished to the Contracting Agency certifying that the box and cover meet or exceed the loading requirements for that box type, and shall include the following information: 1. Product identification. 2. Date of testing. 3. Description of testing apparatus and procedure. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • • 4. All load deflection and failure data. 5. Weight of box and cover tested. 6. Upon completion of the required test(s) the box shall be loaded to failure or to the maximum load possible on the testing machine (70,000 pounds minimum). 7. A brief description of type and location of failure or statement that the testing machine reached maximum load without failure of the box. 9- 29.2(5)A Standard Duty Boxes and Vaults Standard Duty Concrete Junction Boxes, Cable Vaults, and Pull Boxes shall be load tested to 22,500 pounds. The test load shall be applied uniformly through a 10 by 10 by 1 -inch steel plate centered on the lid. The test load shall be applied and released ten times, and the deflection at the test load and released state shall be recorded for each interval. At each interval the junction box shall be inspected for lid deformation, failure of the lid /frame welds, vertical and horizontal displacement of the lid /frame, cracks, and concrete spalling. Concrete junction boxes will be considered to have withstood the test if none of the following conditions are exhibited: 1. Permanent deformation of the lid or any impairment to the function of the lid. 2. Vertical or horizontal displacement of the lid frame. 3. Cracks wider than 0.012 inches that extend 12 inches or more. 4. Fracture or cracks passing through the entire thickness of the concrete. 5. Spalling of the concrete. 9- 29.2(5)B Retrofit Security Lids for Standard Duty Concrete Junction Boxes Security lids used to retrofit existing Standard Duty Concrete Junction Boxes shall be tested as follows: 1. The security lid shall be installed on any appropriately sized box that is currently approved on the Qualified Products List. 2. The security lid and box assembly shall be load tested in accordance with Section 9- 29.2(5)A. After the ten load cycles but before loading to failure, the security lid shall be fully opened and removed to verify operability. 3. The locking mechanism(s) shall be tested as follows: a. The locking mechanism shall be cycled 250 times (locked, then unlocked again) at room temperature (60- 80 °F). If there is more than one identical locking mechanism, only one needs to be cycled in this manner. b. Temperature changes should be limited to no more than 60 °F per hour. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 c. The security lid shall be cooled to and held at -30 °F for 15 minutes. The locking mechanism shall then be cycled once to verify operation at this temperature. d. The security lid shall be heated to and held at 120 -122 °F for 15 minutes The locking mechanism shall then be cycled once to verify operation at this temperature. e. The security lid shall be temperature adjusted to and held at 110 °F and 95% humidity for 15 minutes. The locking mechanism shall then be cycled once to verify operation at this temperature and humidity. 9- 29.2(5)C Standard Duty Non - Concrete Junction Boxes Non - concrete Junction Boxes shall be tested as defined in the ANSI /SCTE 77 Tier 15 test method using the test load of 22,500 pounds (minimum) in place of the design load during testing. In addition, the Contractor shall provide a Manufacturer Certificate of Compliance for each non - concrete junction box installed. 9- 29.2(5)D Heavy -Duty Boxes and Vaults Heavy -Duty Junction Boxes, Cable Vaults, and Pull Boxes shall be Toad tested to 46,000 pounds. The test load shall be applied vertically through a 10 by 20 by 1 -inch steel plate centered on the lid with an orientation both on the long axis and the short axis of the junction box. The test load shall be applied and released ten times on each axis. The deflection at the test load and released state shall be recorded for each interval. At each interval the test box shall be inspected for lid deformation, failure of the lid or frame welds, vertical and horizontal displacement of the lid frame, cracks, and concrete spalling. After the twentieth loading interval the test shall be terminated with a 60,000 pound load being applied vertically through the steel plate centered on • the lid and with the long edge of steel plate orientated parallel to the long axis of the box. Heavy -Duty Junction Boxes will be considered to have withstood the 46,000 pound test if none of the following conditions are exhibited: 1. Permanent deformation of the lid or any impairment to the function of the lid. 2. Vertical or horizontal displacement of the lid frame. 3. Cracks wider than 0.012 inches that extend 12 inches or more. 4. Fracture or cracks passing through the entire thickness of the concrete. 5. Spalling of the concrete. Heavy -Duty Junction Boxes will be considered to have withstood the 60,000 pound test if all of the following conditions are exhibited: 1. The lid is operational. 2. The lid is securely fastened. 3. The welds have not failed. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • 4. Permanent dishing or deformation of the lid is 1/4 inch or less. 5. No buckling or collapse of the box. 9- 29.2(1) Standard Duty and Heavy Duty Junction Boxes This section, including title, is revised to read: 9- 29.2(1) Junction Boxes For the purposes of this Specification concrete is defined as portland cement concrete and non - concrete is all others. The Contractor shall provide shop drawings for all components, hardware, lid, frame, reinforcement, and box dimensions. The shop drawings shall be prepared by (or under the supervision of) a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural. Each sheet shall carry the following: 1. Professional Engineer's original signature, date of signature, original seal, and registration number. If a complete assembly drawing is included which references additional drawing numbers, including revision numbers for those drawings, then only the complete assembly drawing is required to be stamped. 2. The initials and dates of all participating design professionals. 3. Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, and registration number. For each type of junction box, or whenever there is a change to the junction box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. 9- 29.2(1)A Standard Duty Junction Boxes This section is revised to read: Standard Duty Junction Boxes are defined as Type 1, 2 and 8 junction boxes and shall have a minimum load rating of 22,500 pounds and be tested in accordance with Section 9- 29.2(5). A complete Type 8 Junction Box includes the spread footing shown in the Standard Plans. All Standard Duty Junction Boxes placed in sidewalks, walkways, and shared use paths shall have slip resistant surfaces. Non -slip lids and frames shall be hot dip galvanized in accordance with AASHTO M111. 9- 29.2(1)A1 Concrete Junction Boxes The Standard Duty Concrete Junction Box steel frame, lid support, and lid shall be painted with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc primer in accordance with Section 6 -07.3, or hot -dip galvanized in accordance with AASHTO M 111. Concrete used in Standard Duty Junction Boxes shall have a minimum compressive strength of 6,000 psi when reinforced with a welded wire hoop, or 4,000 psi when AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 reinforced with welded wire fabric or fiber reinforcement. The frame shall be anchored to the box by welding headed studs % by 3 inches long, as specified in Section 9- 06.15, to the frame. The wire fabric shall be attached to the studs and frame with standard tie practices. The box shall contain ten studs located near the centerline of the frame and box wall. The studs shall be placed one anchor in each corner, one at the middle of each width and two equally spaced on each length of the box. Materials for Type 1, 2, and 8 Concrete Junction Boxes shall conform to the following: Materials Requirement Concrete Section 6 -02 Reinforcing Steel Section 9 -07 Fiber Reinforcing ASTM C1116, Type III Lid ASTM A786 diamond plate steel Slip Resistant Lid ASTM A36 steel Frame ASTM A786 diamond plate steel or ASTM A36 steel Slip Resistant Frame ASTM A36 steel Lid Support ASTM A36 steel, or ASTM A1011 SS Grade 36 (or higher) Handle & Handle support ASTM A36 steel, or ASTM A1011 CS (Any Grade) or SS (Any Grade) Anchors (studs) Section 9 -06.15 Bolts, Studs, Nuts, Washers ASTM F593 or A193, Type 304 or 316, or Stainless Steel grade 302, 304, or 316 steel in accordance with approved shop drawing Locking and Latching Mechanism Hardware and Bolts In accordance with approved shop drawings 9- 29.2(1)A2 Non - Concrete Junction Boxes Material for the non - concrete junction boxes shall be of a quality that will provide for a similar life expectancy as portland cement concrete in a direct burial application. Type 1, 2, and 8 non - concrete junction boxes shall have a Design Load of 22,500 pounds and shall be tested in accordance with Section 9- 29.2(5). Non - concrete junction boxes shall be gray in color and have an open bottom design with approximately the same inside dimensions, and present a load to the bearing surface that is less than or equal to the loading presented by the concrete junction boxes shown in the Standard Plans. Non - concrete junction box lids shall include a pull slot and embedded 6 by 6 by % -inch steel plate, and shall be secured with two 1/2 inch stainless steel Penta -head bolts recessed into the cover. The tapped holes for the securing bolts shall extend completely through the box to prevent accumulation of debris. Bolts shall conform to ASTM F593, stainless steel. 9- 29.2(1)B Heavy -Duty Junction Boxes The first paragraph is revised to read: Heavy -Duty Junction Boxes are defined as Type 4, 5, and 6 junction boxes and shall be concrete and have a minimum vertical load rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9- 29.2(5). AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • 9- 29.2(1)C Testing Requirements This section is deleted in its entirety. 9- 29.2(2) SmaII Cable Vaults, Standard Duty Cable Vaults, Standard Duty Pull Boxes, and Heavy Duty Pull Boxes This section, including title, is revised to read: 9- 29.2(2) Cable Vaults and Pull Boxes Cable Vaults and Pull Boxes shall be constructed as a concrete box and as a concrete lid. The lids for Cable Vaults and Pull Boxes shall be interchangeable and both shall fit the same box as shown in the Standard Plans. The Contractor shall provide shop drawings for all components, including concrete box, Cast Iron Ring, Ductile Iron Lid, Steel Rings, and Lid. In addition, the shop drawings shall show placement of reinforcing steel, knock outs, and any other appurtenances. The shop drawing shall be prepared by or under the direct supervision of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural. Each sheet shall carry the following: 1. Professional Engineer's original signature, date of signature, original seal, and registration number. If a complete assembly drawing is included which references additional drawing numbers, including revision numbers for those drawings, then only the complete assembly drawing is required to be stamped. 2. The initials and dates of all participating design professionals. 3. Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, and registration number. For each type of box or whenever there is a change to the Cable Vault or Pull box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. 9- 29.2(2)A Small Cable Vaults, Standard Duty Cable Vaults, and Standard Duty Pull Boxes This section's title is revised to read: 9- 29.2(2)A Standard Duty Cable Vaults and Pull Boxes The first paragraph is revised to read: Standard Duty Cable Vaults and Pull Boxes shall be concrete and have a minimum load rating of 22,500 pounds and be tested in accordance with Section 9- 29.2(5). For the purposes of this Section, SmaII Cable Vaults are considered a type of Standard Duty Cable Vault. The first sentence of the second paragraph is revised to read: AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 Concrete for Standard Duty Cable Vaults and Pull Boxes shall have a minimum compressive strength of 4,000 psi. The first sentence of the third paragraph is revised to read: All Standard Duty Cable Vaults and Pull Boxes placed in sidewalks, walkways, and shared -use paths shall have slip- resistant surfaces. The fourth paragraph (up until the colon) is revised to read: Materials for Standard Duty Cable Vaults and Pull Boxes shall conform to the following: 9- 29.2(2)B Heavy -Duty Cable Vaults and Pull Boxes The first paragraph is revised to read: Heavy -Duty Cable Vaults and Pull Boxes shall be constructed of concrete having a minimum compressive strength of 4,000 psi, and have a minimum vertical load rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9- 29.2(5). 9- 29.2(3) Structure Mounted Junction Boxes The first and second paragraphs are revised to read: Surface mounted junction boxes and concrete embedded junction boxes installed in cast - in -place structures shall be stainless steel NEMA 4X. • Concrete embedded junction boxes installed in structures constructed by slip forming shall be stainless steel NEMA 3R and shall be adjustable for depth, with depth adjustment bolts, which are accessible from the front face of the junction box with the lid installed. 9- 29.3(1) Fiber Optic Cable This section is revised to read: All fiber optic cables shall be single mode fiber optic cables unless otherwise specified in the Contract. All fiber optic cables shall meet the following requirements: a. Compliance with the current version of ANSI /ICEA S -87 -640. A product data specification sheet clearly identifying compliance or a separate letter from manufacturer to state compliance shall be provided. b. Cables shall be gel free, loose tube, low water peak, and all dielectric with no metallic component. c. Cables shall not be armored unless specified in the Contract. d. Cables shall be approved for mid -span entries and be rated by the manufacturer for outside plant (OSP) use, placement in underground ducts, and aerial installations. e. Fiber counts shall be as specified in the Contract. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 • f. Fibers and buffer tubes shall be color coded in accordance with the current version of EIA /TIA -598. 9. Fibers shall not have any factory splices. h. Outer Jacket shall be Type M (Medium Density Polyethylene). Outer jacket shall be free from holes, splits, blisters, or other imperfections and must be smooth and concentric as is consistent with the best commercial practice. 1. A minimum of one (1) rip cord is required for each cable. j. Cable markings shall meet the following additional requirements: 1. Color shall be white or silver. 2. Markings shall be approximately 3 millimeters (118 mils) in height, and dimensioned and spaced to produce good legibility. 3. Markings shall include the manufacturer's name, year of manufacture, the number of fibers, the words "OPTICAL CABLE ", and sequential length marks. 4. Sequential length markings shall be in meters or feet, spaced at intervals not more than 1 meter or 2 feet apart, respectively. 5. The actual cable length shall not be shorter than the cable length marking. The actual cable length may be up to 1`)/0 longer than the cable length marking. 6. Cables with initial markings that do not meet these requi ements will not be accepted and may not be re- marked. Short term tensile strength shall be a minimum of 600 pounds (1 bs). Long term tensile strength shall be a minimum of 180 pounds (1 bs). Tensile strength shall be achieved using a fiberglass reinforced plastic (FRP) central member and / or aramid yarns. I. All cables shall be new and free of material or manufacturing defects and dimensional non - uniformity that would: 1. Interfere with the cable installation using accepted cable installation practices; 2. Degrade the transmission performance or environmental resistance after installation; 3. Inhibit proper connection to interfacing elements; 4. Otherwise yield an inferior product. m. The fiber optic cables shall be shipped on reels with a drum diameter at least 20 times the diameter of the cable, in order to prevent damage to the cable. The AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 reels shall be substantial and constructed so as to prevent damage during shipment and handling. Reels shall be labeled with the same information required for the cable markings, with the exception that the total length of cable shall be marked instead of incremental length marks. Reels shall also be labeled with the type of cable. This section is supplemented with the following new subsection: 9- 29.3(1)B Multimode Optical Fibers Where multimode fiber optic cables are specified in the Contract, the optical fibers shall be one of the following types, as specified in the Contract: a. Type OM1, meeting the requirements of EIA /TIA 492 - AAAA -A or ISO /IEC 11801. The fiber core diameter shall be 62.5 pm. b. Type 0M2, meeting the requirements of EIA /TIA 492 - AAAB -A or ISO /IEC 11801. The fiber core diameter shall be 50 pm. All multimode optical fibers shall have a maximum attenuation of 3.0 dB /km at 850nm and 1.0 dB /km at 1300nm. Completed cable assemblies shall be rated for 1000BaseLX Ethernet communications. 9- 29.3(1)A Singlemode Fiber Optic Cable This section is revised to read: Single -Mode optical fibers shall be EIA /TIA 492 -CAAB or ISO /IEC 11801 Type 0S2, low water peak zero dispersion fibers, meeting the requirements of ITU -T G.652.D. 9 -29.6 Light and Signal Standards The third paragraph is revised to read: Light standard, signal standards, slip base hardware and foundation hardware shall be hot dip galvanized in accordance with AASHTO M 111 and AASHTO M 232. Where colored standards are required, standards shall be powder- coated after galvanizing in accordance with Section 6- 07.3(11). The standard color shall be as specified in the Contract. 9- 29.6(1) Steel Light and Signal Standards In the first paragraph, "ASTM A325" is revised to read "ASTM F3125 Grade A325 ". 9- 29.6(2) Slip Base Hardware In this section, "ASTM A325" is revised to read "ASTM F3125 Grade A325 ". 9- 29.7(2) Fused Quick- Disconnect Kits The table is supplemented with the following new row: LED* 10A 10A 20A The following footnote is inserted after the table: Applies to all LED luminaires, regardless of wattage. Fuses for LED luminaires shall be slow blow. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 9 -29.10 Luminaires The first sentence of the third paragraph is revised to read: All luminaires shall be provided with markers for positive identification of light source type and wattage in accordance with ANSI C136.15 -2011, with the exception that LED luminaires shall be labeled with the wattage of their conventional luminaire equivalents — the text "LED" is optional. The table in the fourth paragraph is revised to read: Conventional Lamp Wattage Conventional Wattage Legend Equivalent LED Legend 70 7 7E 100 10 10E 150 15 15E 175 17 17E 200 20 20E 250 25 25E 310 31 31E 400 40 40E 700 70 70E 750 75 75E 1,000 X1 X1 E 9 -29.25 Amplifier, Transformer, and Terminal Cabinets Item 2C is revised to read: c. Transformer up to 12.5 KVA 20" 48" 24" Transformer 12.6 to 35 KVA 30" 60" 32" The following new sentence is inserted before the last sentence of item number 10: There shall be an isolation breaker on the input (line) side of the transformer, and a breaker array on the output (load) side. 9- 35.AP9 Section 9 -35, Temporary Traffic Control Materials August 1, 2016 9 -35.12 Transportable Attenuator The second sentence of the first paragraph is revised to read: The transportable attenuator shall be mounted on, or attached to, a host vehicle that complies with the manufacturer's recommended weight range. AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/3/17 RFB #17 -001 January 2017 SPECIAL PROVISIONS • • • • • SPECIAL PROVISIONS INTRODUCTION TO THE SPECIAL PROVISIONS (August 14, 2013 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2016 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications "). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project- specific fill -ins; and project- specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project- specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) (May 1, 2013 City of Federal Way GSP) Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Constructi current edition • National Electric Code, current edition • King County Road Standards — 2007 • City of Federal Way Public Works Development Standards Highways, currently on, WSDOT /APWA, Contractor shall obtain copies of these publications, at Contractor's own expense. City of Federal Way South 356th Street Improvements Page 1 RFB # 17 -001 January 2017 SPECIAL PROVISIONS DIVISION 1: GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995 WSDOT GSP) This Contract provide for the improvement of South 356th Street and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. SCHEDULE A — Roadway Improvements. This contract provides for the improvement of South 356th Street from Pacific Hwy S to Enchanted Parkway S including construction of new asphalt concrete pavement, curb, gutter, sidewalk and planters, drainage improvements, retaining walls, utility undergrounding, traffic signal modifications, illumination, landscaping and other work, all in accordance with the attached Contract Plans, these Special Provisions, and the 2016 Standard Specifications. SCHEDULE B— Lakehaven Water and Sewer The work in this schedule includes water relocation work required for the improvements in Schedule A, includes removal and relocations of, and modifications and improvements to Lakehaven's water system and appurtenant facilities, and adjustments to water system valves and sewer manholes to match the improvements in Schedule A. The work includes but is not limited to removal of inactive water mains and appurtenances, including asbestos cement pipe, installation of new 8 -inch water mains, fire hydrant assemblies, water service connections, temporary water services, together with associated facility improvement. Lakehaven Water & Sewer District will supply any necessary frames and covers for manhole adjustments. SCHEDULE C — Puget Sound Energy (PSE) Undergrounding The work in this section includes the installation of conduit, handholes and vaults for the conversion of PSE's overhead utilities to underground facilities. PSE will supply all conduits, handholes and vaults, and the Contractor will install them in this contract. Excavation, backfill and compaction of the utility trench is paid for in Schedule A. SCHEDULE D — Comcast Undergrounding The work in this section includes the installation of conduit, handholes and vaults for the conversion of COMCAST overhead utilities to underground facilities. COMCAST will supply all conduits, handholes and vaults, and the Contractor will install them in this contract. Excavation, backfill and compaction of the utility trench is paid for in Schedule A. Schedules A, C, and D The Contractor is advised that all work performed under these schedules of the contract shall conform to the 2016 Standard Specifications for Road, Bridge and Municipal Construction (English), together with the APWA Division 1 General Special Provisions as issued by the Washington State Department of Transportation and American Public Works Association, Washington State Chapter. The following Special Provisions supersede any conflicting provisions of the 2016 Standard Specifications for Road, bridge and Municipal Construction (English), together with the APWA Division 1 General Special Provisions as City of Federal Way RFB # 17 -001 South 356"' Street Improvements January 2017 Page 2 • • SPECIAL PROVISIONS issued by the Washington State Chapter and the foregoing Amendments to the aforementioned Standard Specifications. Schedule B The Contractor is advised that all work performed under Schedule B shall conform to the Lakehaven Water & Sewer District Standards provided in Appendix E and that the Lakehaven Water & Sewer District Standards supersede any conflicting provisions of the 2016 Standard Specifications for Road, Bridge and Municipal Construction (English), together with the APWA Division 1 General Special Provisions as issued by the Washington State Chapter and the foregoing Amendments to the aforementioned Standard Specifications. This work will be performed for Lakehaven Water & Sewer District to their standard specifications included herein. Schedules B, C, or D or any combination may be deleted by the City of Federal Way with no penalty or additional compensation. Cumulative Schedules Bidding This Bid Proposal requires the bidder to bid cumulative Schedules as part of the bid. As such the bidder is required to submit a Base Bid (Schedule A) and a bid for each of the cumulative Schedule(s) Bid Proposal The bid proposal is composed of the following parts: 1. Base Bid The base bid shall include constructing all items included in the proposal except those items contained in the Schedule(s) B, C, & D. 2. Schedule(s) B, C, & D. a. Schedule B Based on constructing Lakehaven Water & Sewer District facilities The bid items for Schedule B are as listed in the bid proposal. b. Schedule C Based on constructing PSE Undergrounding The bid items for Schedule C are as listed in the bid proposal. c. Schedule D Based on constructing Comcast Undergrounding The bid items for Schedule D are as listed in the bid proposal Bidding Procedures To be considered responsive the bidder shall submit a price on each and every item of work included in the Base Bid and all Schedule(s.) Bid Evaluation City of Federal Way South 356th Street Improvements Page 3 RFB # 17 -001 January 2017 SPECIAL PROVISIONS The successful bidder will be the bidder submitting the lowest responsible bid for the Base Bid (Schedule A) plus Schedule B plus Schedule C plus Schedule D. The award will be subject to the requirements of Section 1 -03. 1 -01 DEFINITIONS AND TERMS 1 -01.3 Definitions (January 4, 2016 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. Physical Completion Date The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the Work as complete. Supplement this Section with the following: All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms "Department of Transportation ", "Washington State Transportation Commission ", "Commission ", "Secretary of Transportation ", "Secretary ", "Headquarters ", and "State Treasurer" shall be revised to read "Contracting Agency ". City of Federal Way South 356'h Street Improvements Page 4 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS All references to the terms "State" or "state" shall be revised to read "Contracting Agency" unless the reference is to an administrative agency of the State of Washington, a State statute or regulation, or the context reasonably indicates otherwise. All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location ". All references to "final contract voucher certification" shall be interpreted to mean the Contracting Agency form(s) by which final payment is authorized, and final completion and acceptance granted. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1 -08.5. Contract Bond The definition in the Standard Specifications for "Contract Bond" applies to whatever bond form(s) are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond. Contract Documents See definition for "Contract ". Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non - vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. City of Federal Way South 356th Street Improvements Page 5 RFB # 17 -001 January 2017 SPECIAL PROVISIONS 1 -02 BID PROCEDURES AND CONDITIONS 1 -02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1 -02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1 -02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17 ") 6 Furnished automatically upon award. Contract Provisions 6 Furnished automatically upon award. Large plans (e.g., 22" x 34 ") 2 Furnished only upon request. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense. 1 -02.4 Examination of Plans, Specifications, and Site of Work 1- 02.4(2) Subsurface Information (March 8, 2013 APWA GSP) The second sentence in the first paragraph is revised to read: The Summary of Geotechnical Conditions and the boring logs, if and when included as an appendix to the Special Provisions, shall be considered as part of the Contract. City of Federal Way South 356th Street Improvements Page 6 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS 1 -02.5 Proposal Forms (June 27, 2011 APWA GSP) Delete this section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D /M /WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. 1 -02.6 Preparation of Proposal Section 1 -02.6 is supplemented with the following: A minimum bid of * ** $5,000 * ** lump sum has been established for the item "Type ' " B * ** 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. (June 27, 2011 APWA GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the last paragraph, and replace it with the following: The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). City of Federal Way South 356'h Street Improvements Page 7 RFB # 17 -001 January 2017 SPECIAL PROVISIONS A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D /M /WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W /MBE requirements are to be satisfied through such an agreement. (May 7, 2012 WSDOT GSP) The fourth paragraph of Section 1 -02.6 is revised to read: The Bidder shall submit with the Bid a completed Disadvantaged Business Enterprise (DBE) Utilization Certification, when required by the Special Provisions. For each and every DBE firm listed on the Bidder's completed Disadvantaged Business Enterprise Utilization Certification, the Bidder shall submit written confirmation from that DBE firm that the DBE is in agreement with the DBE participation commitment that the Bidder has made in the Bidder's completed Disadvantaged Business Enterprise Utilization Certification. WSDOT Form 422 031 EF (Disadvantaged Business Enterprise Written Confirmation Document) is to be used for this purpose. Bidder must submit good faith effort documentation only in the event the bidder's efforts to solicit sufficient DBE participation have been unsuccessful. Directions for delivery of the Disadvantaged Business Enterprise Written Confirmation Documents and Disadvantaged Business Enterprise Good Faith Effort documentation are included in Sections 1 -02.9. 1- 02.6(1) Recycled Materials Proposal (January 4, 2016 APWA GSP) Add the following new section: The Bidder shall submit with the Bid, its proposal for incorporating recycled materials into the project, using the form provided in the Contract Provisions. 1 -02.7 Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1 Contracting Agency- assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; City of Federal Way South 356`" Street Improvements Page 8 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 1 -02.9 Delivery of Proposal (August 15, 2016 APWA GSP, Option A) Delete this section and replace it with the following: Each proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. If the project has FHWA funding and requires DBE Written Confirmation Document(s) or Good Faith Effort (GFE) Documentation, then to be considered responsive, the Bidder shall submit written Confirmation Documentation from each DBE firm listed on the Bidder's completed DBE Utilization Certification, form 272 -056 EF, as required by Section 1 -02.6. The DBE Written Confirmation Document(s) and /or GFE (if any) shall be received either with the Bid Proposal or as a Supplement to the Bid. The document(s) shall be received no later than 24 hours (not including Saturdays, Sundays and Holidays) after the time for delivery of the Bid Proposal. If submitted after the Bid Proposal is due, the document(s) must be submitted in a sealed envelope labeled the same as for the Proposal, with "DBE Supplemental Information" added. All other information required to be submitted with the Bid Proposal must be submitted with the Bid Proposal itself, at the time stated in the Call for Bids. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. The Contracting Agency will not open or consider any DBE confirmations or GFE documentation proposal that is received after the time specified above, or received in a location other than that specified in the Call for Bids. 1 -02.10 Withdrawing, Revising, or Supplementing Proposal (July 23, 2015 APWA GSP) Delete this section and replace it with the following: After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise, or supplement it if: 1. The Bidder submits a written request signed by an authorized person and physically delivers it to the place designated for receipt of Bid Proposals, and 2. The Contracting Agency receives the request before the time set for receipt of Bid Proposals, and City of Federal Way RFB # 17 -001 South 356`h Street Improvements January 2017 Page 9 SPECIAL PROVISIONS 3. The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency before the time set for receipt of Bid Proposals. If the Bidder's request to withdraw, revise, or supplement its Bid Proposal is received before the time set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal package to the Bidder. The Bidder must then submit the revised or supplemented package in its entirety. If the Bidder does not submit a revised or supplemented package, then its bid shall be considered withdrawn. Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. 1 -02.12 Public Opening Of Proposal Section 1 -02.12 is supplemented with the following: Date of Opening Bids Sealed bids are to be received at one of the following locations prior to the time Specified: 1. At City of Federal Way Purchasing Office, 33325 8th Avenue South, 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 Avenue South, Federal Way, WA 98003 -6325, until 10:00 A.M. of the bid opening date. Bids delivered in person will be received only in the Bid Room on the bid opening date. The bid opening date for this project is Thursday, January 26, 2017. Bids received will be publicly opened and read after 10:10 A. M. on this date. 1 -02.13 Irregular Proposals (January 4, 2016 APWA GSP) Delete this section and replace it with the following: 1. A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; City of Federal Way South 356`h Street Improvements Page 10 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1 -02.6; h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1 -02.6; The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder's completed DBE Utilization Certification that they are in agreement with the bidders DBE participation commitment, if applicable, as required in Section 1 -02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1 -02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or More than one proposal is submitted for the same project from a Bidder under the same or different names. 2. A Proposal may be considered irregular and may be rejected if: a. The Proposal does not include a unit price for every Bid item; b. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; c. Receipt of Addenda is not acknowledged; d. A member of a joint venture or partnership and the joint venture or partnership submit Proposals for the same project (in such an instance, both Bids may be rejected); or e. If Proposal form entries are not made in ink. 1 -02.14 Disqualification of Bidders (March 8, 2013 APWA GSP, Option B) Delete this Section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or does not meet the following Supplemental Criteria: 1. Delinquent State Taxes A. Criterion: The Bidder shall not owe delinquent taxes to the Washington State Department of Revenue without a payment plan approved by the Department of Revenue. B. Documentation: The Bidder shall not be listed on the Washington State Department of Revenue's "Delinquent Taxpayer List" website: http: / /dor.wa.gov/ content / fileandpaytaxes /latefiling /dtlwest.aspx , or if they are so listed, they must submit a written payment plan approved by the Department of Revenue, to the Contracting Agency by the deadline listed below. City of Federal Way South 356th Street Improvements Page 11 RFB # 17 -001 January 2017 SPECIAL PROVISIONS 2. Federal Debarment A. Criterion: The Bidder shall not currently be debarred or suspended by the Federal government. B. Documentation: The Bidder shall not be listed as having an "active exclusion" on the U.S. government's "System for Award Management" database (www.sam.gov). 3. Subcontractor Responsibility A. Criterion: The Bidder's standard subcontract form shall include the subcontractor responsibility language required by RCW 39.06.020, and the Bidder shall have an established procedure which it utilizes to validate the responsibility of each of its subcontractors. The Bidder's subcontract form shall also include a requirement that each of its subcontractors shall have and document a similar procedure to determine whether the sub -tier subcontractors with whom it contracts are also "responsible" subcontractors as defined by RCW 39.06.020. B. Documentation: The Bidder, if and when required as detailed below, shall submit a copy of its standard subcontract form for review by the Contracting Agency, and a written description of its procedure for validating the responsibility of subcontractors with which it contracts. 4. Prevailing Wages A. Criterion: The Bidder shall not have a record of prevailing wage violations as determined by WA Labor & Industries in the five years prior to the bid submittal date, that demonstrates a pattern of failing to pay workers prevailing wages, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of all prevailing wage violations in the five years prior to the bid submittal date, along with an explanation of each violation and how it was resolved. The Contracting Agency will evaluate these explanations and the resolution of each complaint to determine whether the violation demonstrate a pattern of failing to pay its workers prevailing wages as required. 5. Claims Against Retainage and Bonds A. Criterion: The Bidder shall not have a record of excessive claims filed against the retainage or payment bonds for public works projects in the three years prior to the bid submittal date, that demonstrate a lack of effective management by the Bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are City of Federal Way South 356"' Street Improvements Page 12 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of the public works projects completed in the three years prior to the bid submittal date that have had claims against retainage and bonds and include for each project the following information: • Name of project • The owner and contact information for the owner; • A list of claims filed against the retainage and /or payment bond for any of the projects listed; • A written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. 6. Public Bidding Crime A. Criterion: The Bidder and /or its owners shall not have been convicted of a crime involving bidding on a public works contract in the five years prior to the bid submittal date. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder and /or its owners have not been convicted of a crime involving bidding on a public works contract. 7. Termination for Cause / Termination for Default A. Criterion: The Bidder shall not have had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date; or if Bidder was terminated, describe the circumstances. 8. Lawsuits A. Criterion: The Bidder shall not have lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that City of Federal Way South 356th Street Improvements Page 13 RFB # 17 -001 January 2017 SPECIAL PROVISIONS the Bidder has not had any lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, or shall submit a list of all lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date, along with a written explanation of the circumstances surrounding each such lawsuit. The Contracting Agency shall evaluate these explanations to determine whether the lawsuits demonstrate a pattern of failing to meet of terms of construction related contracts As evidence that the Bidder meets the mandatory and supplemental responsibility criteria stated above, the apparent two lowest Bidders must submit to the Contracting Agency by 12:00 P.M. (noon) of the second business day following the bid submittal deadline, a written statement verifying that the Bidder meets all of the mandatory and supplemental criteria together with supporting documentation including but not limited to that detailed above (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with all mandatory and supplemental responsibility criteria. The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess Bidder responsibility. The Contracting Agency also reserves the right to obtain information from third - parties and independent sources of information concerning a Bidder's compliance with the mandatory and supplemental criteria, and to use that information in their evaluation. The Contracting Agency may (but is not required to) consider mitigating factors in determining whether the Bidder complies with the requirements of the supplemental criteria. The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria shall include any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from others for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter. If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency's determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency's final determination. Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility Criteria may make or submit requests to the Contracting Agency to modify the criteria. Such requests shall be in writing, describe the nature of the concerns, and propose specific modifications to the criteria. Bidders shall submit such City of Federal Way South 356th Street Improvements Page 14 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS requests to the Contracting Agency no later than five (5) business days prior to the bid submittal deadline and address the request to the Project Engineer or such other person designated by the Contracting Agency in the Bid Documents. 1 -02.15 Pre Award Information (August 14, 2013 APWA GSP) Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1 -03 AWARD AND EXECUTION OF CONTRACT 1 -03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder's unit or lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and /or alternates as selected by the Contracting 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. 1- 03.1(1) Identical Bid Totals (January 4, 2016 APWA GSP) Revise this section to read: After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then City of Federal Way RFB # 17 -001 South 356th Street Improvements January 2017 Page 15 SPECIAL PROVISIONS the tie - breaker will be the Bidder with an equal lowest bid, that proposed to use the highest percentage of recycled materials in the Project, per the form submitted with the Bid Proposal. If those percentages are also exactly equal, then the tie - breaker will be determined by drawing as follows: Two or more slips of paper will be marked as follows: one marked "Winner" and the other(s) marked "unsuccessful ". The slips will be folded to make the marking unseen. The slips will be placed inside a box. One authorized representative of each Bidder shall draw a slip from the box. Bidders shall draw in alphabetic order by the name of the firm as registered with the Washington State Department of Licensing. The slips shall be unfolded and the firm with the slip marked "Winner" will be determined to be the successful Bidder and eligible for Award of the Contract. Only those Bidders who submitted a Bid total that is exactly equal to the lowest responsive Bid, and with a proposed recycled m aterials percentage that is exactly equal to the highest proposed recycled materials amount, are eligible to draw. 1 -03.2 Award Of Contract Section 1 -03.2 is supplemented with the following: ( * * * * * *) The contract will be awarded on the basis of the total of Schedule A plus the Schedules selected from Schedules B, C, and D. Should the Contracting Agency exercise the option to delete the work in one or more of the schedules listed above and shown on the Bid Schedule prior tc contract award, then Section 1 -04.6 will not apply to the items that are deleted. 1 -03.3 Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read: Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award. The number of copies to be executed by the Contractor will be determined by the Contracting Agency. Within 10 calendar days after the award date, the successful bidder shall return the signed Contracting Agency - prepared contract, an insurance certification as required by Section 1- 07.18, and a satisfactory bond as required by law and Section 1 -03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1- 02.15. 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 City of Federal Way South 356' Street Improvements Page 16 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS Contracting Agency may grant up to a maximum of 5 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1 -03.4 Contract Bond (July 23, 2015 APWA GSP) Delete the first paragraph and replace it with the following: The successful bidder shall provide executed payment and performance bond(s) for the full contract amount. The bond may be a combined payment and performance bond; or be separate payment and performance bonds. In the case of separate payment and performance bonds, each shall be for the full contract amount. The bond(s) shall: 1. Be on Contracting Agency- furnished form(s); 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Guarantee that the Contractor will perform and comply with all obligations, duties, and conditions under the Contract, including but not limited to the duty and obligation to indemnify, defend, and protect the Contracting Agency against all losses and claims related directly or indirectly from any failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform and comply with all contract obligations, conditions, and duties, 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; 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project under titles 50, 51, and 82 RCW; and 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed by the president or vice president, unless accompanied by written proof of the authority of the individual signing the bond(s) to bind the corporation (i.e., corporate resolution, power of attorney, or a letter to such effect signed by the president or vice president). 1 -03.7 Judicial Review (July 23, 2015 APWA GSP) Revise this section to read: Any decision made by the Contracting Agency regarding the Award and execution of the Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the county where the Contracting Agency headquarters is located, City of Federal Way South 356th Street Improvements Page 17 RFB # 17 -001 January 2017 SPECIAL PROVISIONS provided that where an action is asserted against a county, RCW 36.01.05 shall control venue and jurisdiction. 1 -04 SCOPE OF THE WORK 1 -04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Amendments to the Standard Specifications, 6. Standard Specifications, 7. Contracting Agency's Standard Plans or Details (if any), and 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 1 -04.4 Changes (WSDOT GSP) Section 1- 04.4(2) is added as follows: 1- 04.4(2) Unexpected Site Changes (New Section) Unanticipated site Work, as ordered by the Engineer, shall consist of Work not otherwise provided for in the Contract and paid in accordance with Section 1 -09.6. Such Work may include: 1. Design changes to address field conflicts or adjustments needed to complete the Work; 2. Miscellaneous Work, directed by the Contracting Agency, not covered in the Contract and not exceeding $15,000 per change; 3. Removal of unexpected Structures or obstructions. Measurement No specific unit of measurement will apply to the force account item "Unexpected Site Changes ". Payment "Unexpected Site Changes ", by force account as provided in Section 1 -09.6. To provide a common Proposal for all Bidders, the Contracting Agency has entered an amount in the Proposal to become a part of the Contractor's total Bid. City of Federal Way South 356th Street Improvements Page 18 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS 1 -04.6 Variation in Estimated Quantities (July 23, 2015 APWA GSP, Option B) Revise the first paragraph to read: Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. When the accepted quantity of Work performed under a unit item varies from the original Proposal quantity, payment will be at the unit Contract price for all Work unless the total accepted quantity of any Contract item, adjusted to exclude added or deleted amounts included in change orders accepted by both parties, increases or decreases by more than 25 percent from the original Proposal quantity, and if the total extended bid price for that item at time of award is equal to or greater than 10 percent of the total contract price at time of award. In that case, payment for contract work may be adjusted as described herein: 1 -05 CONTROL OF WORK 1 -05.4 Conformity With and Deviations from Plans and Stakes (April 4, 2011 WSDOT GSP) Contractor Surveying - Structure Copies of the Contracting Agency provided primary survey control data are available for the bidder's inspection at the office of the Project Engineer. The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of bridges, noise walls, and retaining walls. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at the Contractors expense. Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift. The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work 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 City of Federal Way South 356th Street Improvements Page 19 RFB # 17 -001 January 2017 SPECIAL PROVISIONS 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. 6. Establish retaining wall top of wall profile 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 centerline 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. 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 City of Federal Way South 3561h Street Improvements Page 20 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS 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 centerline 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 outlined in Items 2 and 3 above. The Contractor shall ensure a surveying accuracy within the following tolerances: Vertical Horizontal ±0.02 feet ±0.02 feet 1. Stationing on structures 2. Alignment on structures 3. Superstructure elevations 4. Substructure ±0.01 feet variation from plan elevation ±0.02 feet variation from Plan grades. The Contracting Agency may spot -check the Contractor's surveying. These spot - checks will not change the requirements for normal checking by the Contractor. When staking the following items, the Contractor shall perform independent checks from different secondary control to ensure that the points 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 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 until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Primary survey control data provided by the Contracting Agency is indicated on the Plans. All costs associated with Structure Surveying shall be measured and paid under the item "Construction Suveying" per 1 -05.4 herein. City of Federal Way RFB # 17 -001 South 356th Street Improvements January 2017 Page 21 SPECIAL PROVISIONS (April 1, 2013 WSDOT GSP) Contractor Surveying - Roadway Copies of the Contracting Agency provided primary survey control data are available for the bidder's inspection at the office of the Project Engineer. The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving, channelization and pavement marking, illumination and signals, guardrails and barriers, and signing. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at the Contractors expense. Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift. The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work shall include but not be limited to the following: 1. Verify the primary horizontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding stakes and hubs as well as additional survey control needed for the project. Provide descriptions of secondary control to the 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. 3. Establish clearing limits, placing stakes at all angle points and at intermediate points not more than 50 feet apart. The clearing and grubbing limits shall be 5 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise shown in the Plans. 4. Establish grading limits, placing slope stakes at centerline increments not more than 50 feet apart. Establish offset reference to all slope stakes. If Global Positioning Satellite (GPS) Machine Controls are used to provide grade control, then slope stakes may be omitted at the discretion of the Contractor City of Federal Way South 356'h Street Improvements Page 22 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS 5. Establish the horizontal and vertical location of all drainage features, placing offset stakes to all drainage structures and to pipes at a horizontal interval not greater than 25 feet. 6. Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the top of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, and at 10- foot intervals in intersection radii with a radius less than 10 feet. Transversely, stakes shall be placed at all locations where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet. If GPS Machine Controls are used to provide grade control, then roadbed and surfacing stakes may be omitted at the discretion of the Contractor. 7. Establish intermediate elevation benchmarks as needed to check work throughout the project. 8. Provide references for paving pins at 25 -foot intervals or provide simultaneous surveying to establish location and elevation of paving pins as they are being placed. 9. For all other types of construction included in this provision, (including but not limited to channelization and pavement marking, illumination and signals, guardrails and barriers, and signing) provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity. 10. Contractor shall determine if changes are needed to the profiles or roadway sections shown in the Contract Plans in order to achieve proper smoothness and drainage where matching into existing features, such as a smooth transition from new pavement to existing pavement. The Contractor shall submit these changes to the Project Engineer for review and approval 10 days prior to the beginning of work. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. To facilitate the establishment of these lines and elevations, the Contracting Agency will provide the Contractor with primary survey control information consisting of descriptions of two primary control points used for the horizontal and vertical control, and descriptions of two additional primary control points for every additional three miles of project length. Primary control points will be described by reference to the project alignment and the coordinate system and elevation datum utilized by the project. In addition, the Contracting Agency will supply horizontal coordinates for the beginning and ending points and for each Point of Intersection (PI) on each alignment included in the project. The Contractor shall ensure a surveying accuracy within the following tolerances: City of Federal Way South 356`h Street Improvements Page 23 RFB # 17 -001 January 2017 SPECIAL PROVISIONS Slope stakes Subgrade grade stakes set 0.04 feet below grade Vertical Horizontal ±0.10 feet ±0.10 feet ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Stationing on roadway N/A ±0.1 feet Alignment on roadway N/A ±0.04 feet Surfacing grade stakes ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Roadway paving pins for surfacing or paving ±0.01 feet ±0.2 feet (parallel to alignment) ±0.1 feet (normal to alignment) The Contracting Agency may spot -check the Contractor's surveying. These spot - checks will not change the requirements for normal checking by the Contractor. When staking roadway alignment and stationing, the Contractor shall perform independent checks from different secondary control to ensure that the points staked are within the specified survey accuracy tolerances. The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting Agency will require up to seven calendar days from the date the data is received. Contract work to be performed using contractor - provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. 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. Primary survey control data provided by the Contracting Agency is indicated on the Plans. All costs associated with Roadway Surveying shall be measured and paid under the item "Construction Suveying" per 1 -05.4 herein. 1 -05.4 Conformity With and Deviations from Plans and Stakes ( * * * * * *) Section 1 -05.4 is supplemented with the following: City of Federal Way South 356`h Street Improvements Page 24 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS Major items of work shall be defined to include the following items: Manholes Catch Basins and Inlets Valves Vertical and Horizontal Bends Junction Boxes Cleanouts Side Sewers Illumination Systems Hydrants Major Changes in Design Grade(s) Vaults Culverts Curb, Gutter and Sidewalk Signal Systems and Equipment Retaining Walls Curb lines and sidewalks Irrigation Sleeves under Roadways After the completion of the work covered by this contract, the Contractor's surveyor shall provide to the City the hard cover field book(s) containing the construction staking and as -built notes, and one set of white prints of the construction drawings upon which he has plotted the notes of the Contractor locating existing utilities, and one set of white prints of the construction drawings upon which he has plotted the as -built location of the new work as recorded in the field book(s). This drawing shall bear the surveyors seal and signature certifying its accuracy. The Contractor shall be responsible for reestablishing or locating legal survey markers such as GLO monuments or property corner monuments, conduct boundary surveys to determine Contracting Agency right -of -way locations, and obtain, review and analyze deeds and records as necessary to determine these boundaries. The Contracting Agency will provide "rights of entry" as needed by the Contractor to perform the work. The Contractor shall brush out or clear and stake or mark the right -of -way lines as designated by the Engineer. When required, the Contractor shall prepare and file a Record of Survey map in accordance with RCW 58.09 and provide a recorded copy to the Contracting Agency. The Contracting Agency will provide all existing base maps, existing horizontal and vertical control, and other material available with Washington State Plane Coordinate information to the Contractor. The Contracting Agency will also provide maps, plan sheets, and /or aerial photographs clearly identifying the limits of the areas to be surveyed. The Contractor shall establish Washington State Plane Coordinates on all points required in the Record of Survey and other points designated in the Contract documents. 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 Land Survey Office at (360)902 -1194. The permit application must be stamped by a registered Washington State land Surveyor. City of Federal Way South 356`h Street Improvements Page 25 RFB # 17 -001 January 2017 SPECIAL PROVISIONS Existing right of way documentation, existing base maps, existing horizontal and vertical control descriptions, maps, plan sheets, aerial photographs and all other available material may be viewed by prospective bidders at the office of the Project Engineer. The Contractor shall perform all of the necessary calculations for the contracted survey work and shall provide copies of these calculations to the Contracting Agency. Electronic files of all survey data shall be provided and in a format acceptable to the Contracting Agency. All survey work performed by the Contractor shall conform to all applicable sections of the Revised Code of Washington and the Washington Administrative Code. The Contractor shall provide all traffic control, signing, and temporary traffic control devices in order to provide a safe work zone. Surveying for Pavement Planing The Contractor shall field verify existing pavement elevations at 25 ft intervals to determine required depths of pavement planing. The Contractor shall perform a cross section survey at 25 ft intervals and verify actual locations of the existing pavement at centerline, at grade breaks and at the lip of new gutter. The field notes from this survey shall be reduced and compared with finish grade elevations to determine pavement overlay thickness. The Contractor shall submit planing limit cut - sheets or spreadsheets showing same to the Engineer for approval prior to construction staking. The Engineer will review the cut -sheet data for irregularities in the finished pavement and direct the Contractor to modify as necessary. Surveying for pavement planning is considered incidental and included in the unit contract price for Construction Surveying, Audio/Video Taping Furnish a continuous color audio -video DVD recording of the sensitive areas within fifty (50) feet of construction. A. Complete coverage shall include all surface features within 50' of the work area to be utilized by the Contractor, and shall be supported by appropriate audio description made simultaneously with video coverage. Such coverage shall include, but not be limited to, all existing driveways, sidewalks, curbs, ditches, roadways, landscaping, trees, culverts, headwalls, and retaining walls, equipment, structures, pavements, manholes, vaults, handrails, etc. located within the aforementioned work zone. Video coverage shall extend to the maximum height of all structures within this zone. B. All taping shall be done during times of good visibility. No taping shall be done during periods of visible precipitation, or when more than ten percent of the ground area is covered with standing water, unless otherwise authorized by Owner. City of Federal Way South 356th Street Improvements Page 26 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS As -Built Survey and Record Drawings After construction has been completed the Contractor shall perform an as -built survey and provide the information in (1) full -size paper copy and AutoCAD 2011 or later version file to the Engineer. This as -built survey shall consist of the following: Survey of rim elevation, sump elevations, and invert elevations of all storm drainage structures installed, modified or left in place within the limits of this contract. Storm pipe diameter and material; drainage structure type, size, lid type (solid cover or grate, standard or heavy duty), and lid shape; model No. of CB water quality treatment inserts installed, flowline of open channel conveyance systems at 50 -foot max. intervals, and retaining wall footing drains, including cleanouts. Finished grade shots on all utility appurtenances within the limits of this contract, including, but not limited to vaults, handholes, valves, fire hydrants, water meters, junction boxes, signal poles, etc. Appurtenances with round covers should have one survey shot in the center of the manhole or valve cover, or at the center of the fire hydrant. Utility handholes and boxes shall have two shots on opposite corners of the cover. • Final curb elevations, with a minimum of 5 shots at each curb return. Also, final shots along all curb and gutter, block curb, integral curb and extruded curb installed in this contract (at flowline of the curbs). • Final elevations at the front and back of walk throughout the project limits. • Final wall elevations at the face and top of all walls installed in this contract. • Shots of all signs, trees, illumination and signal equipment installed as part of this contract. • Shots to delineate all channelization installed in this contract. Throughout construction, the Contractor shall keep a set of redline drawings that record as -built information at the project site. This set of drawings shall be provided to the Engineer at the end of the project. This record drawing information shall, at a minimum, consist of the following: • All changes to the Contract Plans. • Pothole information gathered by the Contractor. • Actual location of utility trenches, including depth to top of conduits at a minimum of 100' spacing. • Existing utility information not included in the Contract Plans, or that differs from the Contract Plans. City of Federal Way South 356th Street Improvements Page 27 RFB # 17 -001 January 2017 SPECIAL PROVISIONS Payment Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Construction Surveying ", lump sum. The lump sum contract price for "Construction 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, structure surveying, roadway surveying and coordination efforts. "As -Built Survey and Record Drawings ", lump sum. The lump sum contract price for "As -Built Survey and Record Drawings " shall be full pay for all labor, equipment, materials, and supervision utilized to perform the work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts. 1 -05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. City of Federal Way South 356th Street Improvements Page 28 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1 -05.11 Final Inspection Delete this section and replace it with the following: 1 -05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1- 05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1- 05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. City of Federal Way South 356th Street Improvements Page 29 RFB # 17 -001 January 2017 SPECIAL PROVISIONS This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1 -05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1- 05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. There fore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date can not be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. 1- 05.12(1) One -Year Guarantee Period (March 8, 2013 APWA GSP) Add the following new section: City of Federal Way South 356th Street Improvements Page 30 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS The Contractor shall return to the project and repair or replace all defects in workmanship and material discovered within one year after Final Acceptance of the Work. The Contractor shall start work to remedy any such defects within 7 calendar days of receiving Contracting Agency's written notice of a defect, and shall complete such work within the time stated in the Contracting Agency's notice. In case of an emergency, where damage may result from delay or where loss of services may result, such corrections may be made by the Contracting Agency's own forces or another contractor, in which case the cost of corrections shall be paid by the Contractor. In the event the Contractor does not accomplish corrections within the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor. When corrections of defects are made, the Contractor shall then be responsible for correcting all defects in workmanship and materials in the corrected work for one year after acceptance of the corrections by Contracting Agency. This guarantee is supplemental to and does not limit or affect the requirements that the Contractor's work comply with the requirements of the Contract or any other legal rights or remedies of the Contracting Agency. 1 -05.13 Superintendents, Labor and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. 1 -05.14 Cooperation with Other Contractors (March 13, 1995 WSDOT GSP) Section 1 -05.14 is supplemented with the following: Other Contracts or Other Work It is anticipated that the following work adjacent to or within the limits of this project will be performed by others during the course of this project and will require coordination of the work: 1. Puget Sound Energy — PSE will install wiring, transformers, service cutovers, existing, pole and aerial wire remoal, etc. within 60 working days following complete installation and approval of vaults and conduits by the Contractor. 2. Comcast — PSE will install wiring, transformers, service cutovers, existing, pole and aerial wire remoal, etc. within 60 working days following complete installation and approval of vaults and conduits by the Contractor. 3. CenturyLink — Coordinate for adjustments and relocations of existing facilities. 4. Lakehaven Water & Sewer District 5. Pacific Highway S Phase V HOV Lanes Project - Improvements to Pacific Highway South between S 340th Street and S 356th Street will be ongoing for the duration of the S 356th Street project. City of Federal Way RFB # 17 -001 South 356th Street Improvements January 2017 Page 31 SPECIAL PROVISIONS 1- 05.14(A) Notifications Relative to Contractor's Activities Section 1- 05.14(A) is a new section: Notification shall be written, with a copy delivered to the Engineer within a minimum of ten (10) working days prior to the commencement of work, including any work impacting utilities, and must be in such detail as to give the time of the commencement and completion of work, names of streets to be closed, schedule of operations, routes of detours where possible. The Contractor shall also notify the agencies listed below of the name(s) of the construction superintendent in responsible charge or other individuals having full authority to execute the orders or direction of the Engineer, in the event of an emergency. Failure to comply with this requirement will result in a stop work order. City of Federal Way Police Department 33325 8th Ave S Federal Way, WA 98003 -6325 Telephone: 253 - 835 -6701 (To schedule officer T.C. support); 253 - 835 -6767 (For traffic /road closure issues) King County Metro 1270 Sixth Avenue South, Bldg. 2, MS:QS Seattle, WA 98134 Telephone: 206 - 684 -2732 Email: construction.coord©metrokc.gov Comcast Cable Communication 410 Valley Ave NW, Suite 12 -Bldg C Puyallup, WA 98371 Attn: Bill Walker Telephone: 253 - 288 -7538 CenturyLink 23315 66th Avenue S Kent, WA 98032 Attn: Jason Tesdal Telephone: 206 - 345 -3488 Alex Harb Telephone: 206 - 345 -4476 Dale Sacksteder Telephone: 206 - 344 -7606 City of Federal Way South 356th Street Improvements Page 32 South King Fire & Rescue 31617 1st Ave. South Attn.: Tony Parise Federal Way, WA 98003 Telephone: 253 - 946 -7308 Email:Toni. Parise(a�SouthKingFire.orq Federal Way School District Transportation Department Attn: Jo Boyer 1066 South 320th Street Federal Way, WA 98003 Telephone: 253 - 945 -5969 Email: jboyer @fwps.org Puget Sound Energy (Gas) 6905 South 228th St. Kent, WA 98032 Attn: Chang Pak Telephone: 253 - 395 -6988 Puget Sound Energy (Power) 6905 S 228th St Kent, WA 98032 Attn: Dennis Booth Telephone: 425 - 417 -9188 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS Lakehaven Water & Sewer District 31623 First Avenue South P. O. Box 4249 Federal Way, WA 98063 Attn: Wes Hill ZAYO Group 22651 83rd Ave S Kent, WA 98032 Attn: Scott Morrison Area Director - Operations Email: scott.morrison(a�zayo.com Telephone: 206 - 596 -7988 Add the following new Sections: King County Traffic Operations 155 Monroe Avenue NE Renton, WA 98056 Attn: Mark Parrett Tel: 206 - 296 -8152 1- 05.14(B) Coordination of Work with City ( * * * * * *) At least a three (3) working days written notification shall be required on all requests for engineering services other than inspection. All requests shall be coordinated with the Engineer. The Contractor will not be responsible for overtime pay to the City's Engineer for work performed at night. All costs resulting from delays in which requests were not coordinated with the Engineer shall be the sole responsibility of the Contractor. 1 -05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project Engineer's office. Electronic copies such as e -mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. City of Federal Way South 356th Street Improvements Page 33 RFB # 17 -001 January 2017 SPECIAL PROVISIONS 1 -05.16 Water and Power (October 1, 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. 1 -05.18 Contractor's Daily Diary The Contractor and subcontractors, as additional consideration for payment for this contract work, hereby agree to maintain and provide to the Owner and the Engineer a Daily Diary Record of this Work. This diary will be created by pen and ink entries in a hardbound diary book of the type that is commonly available by the commercial outlets. The diary must be kept and maintained by the Contractor's designated project superintendent. Entries must be made on a daily basis and must accurately represent all of the project activities on each day. At a minimum, the diary shall show on a daily basis: • The day and date. • The weather conditions, including changes throughout the day. • A complete description of work accomplished during the day with adequate references to the Plans and Specifications so that the reader can easily and accurately identify said work on the Plans. • An entry for each and every changed condition, dispute or potential dispute, incident, accident, or occurrence of any nature whatsoever which might affect the Contract, Owner, or any third party in any manner. • Listing of any materials received and stored on or off -site by the Contractor for future installation, to include the manner of storage and protection of the same. • Listing of materials installed during each day. • List of all subcontractors working on -site during each day. • Listing of the number of Contractor's employees working during each day by category of employment. • Listing of Contractor's equipment working on the site during each day. Idle equipment on the site shall be listed and designated as idle. • Notations to explain inspections, testing, stake -out, and all other services furnished to the Contractor by the Owner or other during each day. • Entries to verify the daily (including non -work days) inspection and maintenance of traffic control devices and condition of the traveled roadway surfaces. The Contractor shall not allow any conditions to develop that would be hazardous to the public. • Any other information that serves to give an accurate and complete record of the nature, quantity, and quality of the Contractor's progress on each day. • Summary of total number of working days to date, and total number of delay days to date. All pages of the diary must be numbered consecutively with no omissions in page numbers. City of Federal Way South 356th Street Improvements Page 34 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS The Contractor shall utilize additional sheets separate from the diary book, if necessary, to provide a complete diary record. However, the Owner's senior representative must sign separate sheets on each day and a copy furnished at the time of signing to the Owner. The Contractor must provide a copy of the diary to the Owner and the Engineer each morning for the preceding workday. All copies must be legible. IT IS EXPRESSLY AGREED BETWEEN THE CONTRACTOR AND THE OWNER THAT THE DAILY DIARY MAINTAINED BY THE CONTRACTOR SHALL BE THE "CONTRACTOR'S BOOK OF ORIGINAL ENTRY" FOR THE DOCUMENTATION OF ANY POTENTIAL CLAIMS OR DISPUTES THAT MIGHT ARISE DURING THIS CONTRACT. FAILURE OF THE CONTRACTOR TO MAINTAIN THIS DIARY IN THE MANNER DESCRIBED ABOVE WILL CONSTITUTE A WAIVER OF ANY SUCH CLAIMS OR DISPUTES BY THE CONTRACTOR. THE DAILY DIARY MAINTAINED BY THE CONTRACTOR DOES NOT CONSTITUTE THE OFFICIAL RECORD OF THE PROJECT. THE OFFICIAL RECORD OF THE PROJECT IS PREPARED AND MAINTAINED EXCLUSIVELY BY THE ENGINEER. All costs associated with Contractor's Daily Diary shall be included in the related item of work and no additional payment will be made. 1 -05.19 Defects Arising in One Year and Remedies Section 1 -05.19 is a new section: The Contractor shall be responsible for correcting all defects in workmanship and material within one year after acceptance of this work by the City of Federal Way. When corrections of defects are made, the Contractor shall be responsible fcr correcting all defects in workmanship and /or materials in the corrected work for one year after acceptance of the corrections by the Owner. The Contractor shall start work to remedy such defects within seven (7) calendar days of mailing notice of discovery thereof by the Owner and shall complete such work within a reasonable time. In emergencies, where damage may result from delay or where loss of services may result, such corrections may be made by the Owner, in which case the cost shall be borne by the Contractor. In the event the Contractor does not accomplish corrections at the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor. These actions will be pursuant to the provisions of Section 1 -05.8 of the Standard Specifications. The Contractor shall be liable for any costs, losses, expenses, or damages, including consequential damages suffered by the Owner resulting from defects in the Contractor's work including, but not limited to, cost of materials and labor extended by Owner in making emergency repairs and cost of engineering, inspection and supervision by the Owner or the Engineer. The Contractor shall hold the Owner harmless from any and all claims which may be made against the Owner as a result of any defective work, and the Contractor shall defend any such claims at his own expense. The Contractor agrees the above one -year limitation shall not exclude or diminish the Owner's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after one year but prior to the expiration of City of Federal Way South 356`h Street Improvements Page 35 RFB # 17 -001 January 2017 SPECIAL PROVISIONS the legal time period set forth in RCW 9.16.040 limiting actions upon a contract in writing or liability, expressed or implied, arising out of a written agreement. 1 -06 CONTROL OF MATERIAL 1 -06.6 Recycled Materials (January 4, 2016 APWA GSP) Delete this section, including its subsections, and replace it with the following: The Contractor shall make their best effort to utilize recycled materials in the construction of the project. Approval of such material use shall be as detailed elsewhere in the Standard Specifications. Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9- 03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. utilization of on -site material and aggregates from concrete returned to the supplier). The Contractor's report shall be provided on DOT form 350 -075 Recycled Materials Reporting. 1 -07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 -07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied City of Federal Way RFB # 17 -001 South 356th Street Improvements January 2017 Page 36 • • SPECIAL PROVISIONS duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. (April 3, 2006 WSDOT GSP) Section 1 -07.1 is supplemented with the following: Confined Space Confined spaces are known to exist at the following locations: ** *Existing storm drainage, sanitary sewer, and other utility systems, vaults, and structures, along with all new similar new construction items that meet the requirements of WAC 296- 809 - 100. * ** The Contractor shall be fully responsible for the safety and health of all on -site workers and compliant with Washington Administrative Code (WAC 296 -809). The Contractor shall prepare and implement a confined space program for each of the confined spaces identified above. The Contractors Confined Space program shall be sent to the contracting agency at least 30 days prior to the contractor beginning work in or adjacent to the confined space. No work shall be performed in or adjacent to the confined space until the plan is submitted to the Engineer as required. The Contractor shall communicate with the Project Engineer to ensure a coordinated effort for providing and maintaining a safe worksite for both the Contracting Agency's and Contractor's workers when working in or near a confined space. All costs to prepare and implement the confined space program shall be included in the bid prices for the various items associated with the confined space work. 1 -07.2 State Taxes Delete this section, including its sub - sections, in its entirety and replace it with the following: 1 -07.2 State Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1- 07.2(1) through 1- 07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1- 07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA- funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract - related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of City of Federal Way South 356`h Street Improvements Page 37 RFB # 17 -001 January 2017 SPECIAL PROVISIONS Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1- 07.2(1) State Sales Tax — Rule 171 WAC 458 -20 -171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1- 07.2(2) State Sales Tax — Rule 170 WAC 458 -20 -170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1- 07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). City of Federal Way South 356th Street Improvements Page 38 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS 1 -07.4 Sanitation 1- 07.4(2) Health Hazards ( * * * * * *) Supplement this subsection with the following: Work on this project will involve exposure to asbestos cement pipe. The Contractor shall be responsible to ensure that all work in the vicinity of, and the removing, handling, processing, hauling and disposing of asbestos cement pipe conforms to the rules, regulations, and recommended practices of the jurisdictional agencies, at a minimum. 1 -07.5 Environmental Regulations Section 1 -07.5 is supplemented with the following: (August 3, 2009 WSDOT GSP) The intentional bypass of stormwater from all or any portion of a stormwater treatement system is prohibited without the approval of the Engineer. 1- 07.5(3) State Department of Ecology Section 1- 07.5(3) is supplemented with the following: (April 6, 2016 WSDOT GSP) 9. Should a violation of the CSWGP occur (also reffered to as a noncompliance event), the Contractor shall immediately notify the Engineer and WSDOT Form 422 -011 Contractor ECAP Repart shall be submitted to the Engineer within 48 hours of violation. 10. Once Physical Completion has been given the Contractor shall prepare a Notice of Termination (Ecology form ECY 020 -87). The Contractor shall submit the Notice of Termination electronically to the Engineer in a PDF format a minimum of 7 calendar days prior to submitting the Notice of Termination to Ecology. 11. The Contractor shall submit copies of all correspondence with Ecology electronically to the Engineer in a PDF format within four calendar days. 1- 07.5(4) Air Quality ( * * * * * *) Addendum # 2 Supplement the first paragraph of this subsection with the following: The local air pollution authority for work in the vicinity of, and the removing, handling, processing, hauling and disposing of, ACM and AC pipe is the Puget Sound Clean Air Agency. The agency responsible for worker and public safety relative to work with asbestos in, and in the vicinity of, the work area is the State of Washington Department of Labor and Industries. City of Federal Way South 356th Street Improvements Page 39 RFB # 17 -001 January 2017 SPECIAL PROVISIONS 1 -07.6 Permits and Licenses (August 3, 2015 WSDOT GSP) Section 1 -07.6 is supplemented with the following: 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 and a copy of the Transfer of Coverage form submitted to Ecology for the Contruction Stormwater General Permit are required to be onsite at all times. Contact with the permitting agencies, concerning the below - listed permit(s), shall be made through the Engineer with the exception of the Construction Stormwater General Permit where direct communication with the Ecology is allowed. The Contractor shall be responsible for obtaining Ecology's approval for any Work requiring additional approvals (e.g. Request for Chemical Treatment Form). 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. * ** Construction Stormwater General Permit ( * * * * * *) Construction Stormwater General Permit Prior 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 Stormwater 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 form 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 Appendix B for a copy of the City's Construction Stormwater General Permit, for a copy of the City's Notice of Intent application, and for blank copies of the Transfer of Coverage, and the Notice of Termination. Survey Monuments 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 Land Survey Office at (360) 902 -1194. The permit application must be stamped by a registered Washington State Land Surveyor. Asbestos Handling and Disposal (Addendum # 2) The Contractor shall coordinate with the Contracting Agency in completing the applications and preparing plans as applicable for, and shall be responsible to secure and comply with the provisions of, the following: Puget Sound Clean Air Agency: Asbestos / Demolition Notification for Contractors and Property City of Federal Way South 356`h Street Improvements Page 40 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS Owners The Contractor is advised that the provisions of Regulation III, Part 4(d) of the Puget Sound Clean Air Agency are not applicable to this project. All asbestos containing or contaminated materials designated for removal as shown on the Plans, specified in these Special Provisions, or generated by the Contractor's operations shall be removed from the work area, and hauled to and disposed at a waste disposal site in the State of Washington authorized to receive such waste. State of Washington Department of Labor and Industries: Notice of Asbestos Abatement Project Sample notification forms, and supplemental agency- furnished information are included in Appendix I. The Contractor shall be responsible to review, amend as necessary, complete, and submit the notification forms. Within three (3) working days of submitting the notifications, the Contractor shall provide a copy of each such notification for the Engineer's review, and shall be responsible to make such corrections as may be requested by the Engineer, and to resubmit the corrected notification(s) within the prescribed advance time frame as provided by the jurisdictional agency. Under no circumstances shall the notifications be submitted under the emergency notification provisions for the associated work identified to be performed within these contract documents. All costs to prepare and submit the notifications, and subsequent costs to coordinate with the jurisdictional agencies in accordance with the respective agency requirements, shall be included in the applicable Bid items for the Work involved. III 1 -07.7 Load Limits (March 13, 1995 WSDOT GSP) Section 1 -07.7 is supplemented with the following: • If the source 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. 1 -07.13 Contractor's Responsibility for Work (August 6, 2001 WSDOT GSP) 1- 07.13(4) Repair of Damage Section 1- 07.13(4) is revised to read: The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. For damage qualifying for relief under Sections 1- 07.13(1), 1- 07.13(2) or 1- 07.13(3), payment will be made in accordance with Section 1 -04.4. Payment will be limited to repair of damaged work only. No payment will be made for delay or disruption of work. City of Federal Way South 356th Street Improvements Page 41 RFB # 17 -001 January 2017 SPECIAL PROVISIONS 1 -07.15 Temporary Water Pollution / Erosion Control 1- 07.15(1) Spill Prevention, Control and Countermeasures Plan Payment will be made under the following bid item(s) when it appears in the Proposal: "SPCC Plan ", per lump sum. 1 -07.17 Utilities and Similar Facilities (April 2, 2007 WSDOT GSP) Section 1 -07.17 is supplemented with the following: 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: * ** Comcast Cable Communication Puget Sound Energy (Gas) 410 Valley Ave NW, Suite 12 -Bldg 6905 South 228th St C Kent, WA 98032 Puyallup, WA 98371 Attn: Chang Pak Attn: Bill Walker Telephone: 253 - 395 -6988 Telephone: 253 - 288 -7538 CenturyLink Puget Sound Energy (Power) 23315 66th Avenue S 6905 South 228th St Kent, WA 98032 Kent, WA 98032 Attn: Jason Tesdal Attn: Dennis Booth 206 - 345 -3488 Telephone: 425 - 417 -9188 Alex Harb Telephone: 206 - 345 -4476 Dale Sacksteder Telephone: 206 - 344 -7606 Lakehaven Water & Sewer District King County Traffic Operations 31623 First Avenue South 155 Monroe Avenue NE P. O. Box 4249 Renton, WA 98056 Federal Way, WA 98063 Attn: Mark Parrett Attn: Wes Hill Tel: 206 - 296 -8152 Telephone: 253 - 941 -1516 ZAYO Group 22651 83rd Ave S Kent, WA 98032 Attn: Scott Morrison Email: scott.morrison @zayo.com Telephone: 206 - 596 -7988 City of Federal Way South 356th Street Improvements Page 42 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS * ** Section 1 -07.17 is supplemented with the following: ( * * * * * *) Public and private utilities, or their contractors, will furnish all work necessary to adjust, relocate, replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions. Such adjustment, relocation, replacement, or construction will be done during the prosecution of the work for this project. Removal of the existing utility poles cannot take place until PSE and Comcast have completed the installation of the new wiring, energized the underground system, and all service conversions are complete. The Contractor shall schedule his operations such that work impacted by the location of existing poles is not on the critical path. Costs to shore, relocate or remove existing utility poles to facilitate the Contractors operations shall be incidental to and included in the other items of the contract. Interruptions in power transmission or distribution service are dependent on the status of the power grid and may not be available when requested. 60 day notice shall be provided to the Puget Sound Energy Load Office prior to scheduled outages. The Contractor shall be prepared to reschedule impacted work if outages are unavailable. Parcel 2 (1215 South 356th Street): The Contractor shall protect the existing UG service connection until the underground conversion for the project is completed. Portions of Wall 4 cannot be completed prior to this conversion. • 1 -07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1 -07.18 Insurance (January 4, 2016 APWA GSP) • 1- 07.18(1) General Requirements A. The Contractor shall procure and maintain the insurance described in all subsections of section 1 -07.18 of these Special Provisions, from insurers with a current A. M. Best rating of not less than A -: VII and licensed to do business in the State of Washington. The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer's financial condition. B. The Contractor shall keep this insurance in force without interruption from the commencement of the Contractor's Work through the term of the Contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated below. C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims - made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Completion Date 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 City of Federal Way RFB # 17 -001 South 356th Street Improvements January 2017 Page 43 SPECIAL PROVISIONS 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 Contractor's Automobile Liability, Commercial General Liability and Excess or Umbrella Liability insurance policies shall be primary and non - contributory insurance as respects the Contracting Agency's insurance, self- insurance, or self- insured pool coverage. Any insurance, self- insurance, or self- insured pool coverage maintained by the Contracting Agency shall be excess of the Contractor's insurance and shall not contribute with it. E. The Contractor shall provide the Contracting Agency and all additional insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. G. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency H. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days' notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. I. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made. 1- 07.18(2) Additional Insured All insurance policies, with the exception of Workers Compensation, and of Professional Liability and Builder's Risk (if required by this Contract) shall name the following listed entities as additional insured(s) using the forms or endorsements required herein: • the Contracting Agency and its officers, elected officials, employees, agents, and volunteers • KPG Inc, P.S. and its officers, employees, agents, and subconsultants. The above - listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1- 07.18(4) describes limits lower than those maintained by the Contractor. For Commercial General Liability insurance coverage, the required additional insured endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. 1- 07.18(3) Subcontractors The Contractor shall cause each Subcontractor of every tier to provide insurance coverage that complies with all applicable requirements of the Contractor - provided insurance as set City of Federal Way RFB # 17 -001 South 356th Street Improvements January 2017 Page 44 SPECIAL PROVISIONS forth herein, except the Contractor shall have sole responsibility for determining the limits of coverage required to be obtained by Subcontractors. The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 1- 07.18(2) as additional insureds, and provide proof of such on the policies as required by that section as detailed in 1- 07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency evidence of insurance and copies of the additional insured endorsements of each Subcontractor of every tier as required in 1- 07.18(4) Verification of Coverage. 1- 07.18(4) Verification of Coverage The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. Failure of Contracting Agency to demand such verification of coverage with these insurance requirements or failure of Contracting Agency to identify a deficiency from the insurance documentation provided shall not be construed as a waiver of Contractor's obligation to maintain such insurance. Verification of coverage shall include: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1- 07.18(2) as additional insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. 3. Any other amendatory endorsements to show the coverage required herein. 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these requirements — actual endorsements must be submitted. Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is required on this Project, a full and certified copy of that policy is required when the Contractor delivers the signed Contract for the work. 1- 07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Contractor's maintenance of insurance, its scope of coverage, and limits as required herein shall not be construed to limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit the Contracting Agency's recourse to any remedy available at law or in equity. All deductibles and self- insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible or self - insured retention shall be the responsibility of the Contractor. In the event an additional insured incurs a liability subject to any policy's deductibles or self- insured retention, said deductibles or self- insured retention shall be the responsibility of the Contractor. City of Federal Way South 356th Street Improvements Page 45 RFB # 17 -001 January 2017 SPECIAL PROVISIONS 1- 07.18(5)A Commercial General Liability Commercial General Liability insurance shall be written on coverage forms at least as broad as ISO occurrence form CG 00 01, including but not limited to liability arising from premises, operations, stop gap liability, independent contractors, products - completed operations, personal and advertising injury, and liability assumed under an insured contract. There shall be no exclusion for liability arising from explosion, collapse or underground property damage. The Commercial General Liability insurance shall be endorsed to provide a per project general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor's completed operations for at least three years following Substantial Completion of the Work. Such policy must provide the following minimum limits: $1,000,000 $2,000,000 $2,000,000 $1,000,000 $1,000,000 Each Occurrence General Aggregate Products & Completed Operations Aggregate Personal & Advertising Injury each offence Stop Gap / Employers' Liability each accident 1- 07.18(5)B Automobile Liability Automobile Liability shall cover owned, non - owned, hired, and leased vehicles; and shall be written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 endorsements. Such policy must provide the following minimum limit: $1,000,000 Combined single limit each accident 1- 07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. 1- 07.18(5)D Excess or Umbrella Liability (January 4, 2016 APWA GSP) The Contractor shall provide Excess or Umbrella Liability insurance with limits of not less than $$1$$ million each occurrence and annual aggregate. This excess or umbrella liability coverage shall be excess over and as least as broad in coverage as the Contractor's Commercial General and Auto Liability insurance All entities listed under 1- 07.18(2) of these Specilal Provisions shall be named as additional insureds on the Contractor's Excess or Umbrella Liability insurance policy. City of Federal Way South 356th Street Improvements Page 46 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS This requirement may be satisfied instead through the Contractor's primary Commercial General and Automobile Liability coverages, or any combination thereof that achieves the overall required limits of insurance. 1- 07.18(5)J Pollution Liability (January 4, 2016 APWA GSP) The Contractor shall provide a Contractors Pollution Liability policy, providing coverage for claims involving bodily injury, property damage (including loss of use of tangible property that has not been physically injured), cleanup costs, remediation, disposal or other handling of pollutants, including costs and expenses incurred in the investigation, defense, or settlement of claims, arising out of any one or more of the following: 1. Contractor's operations related to this project. 2. Remediation, abatement, repair, maintenance or other work with lead -based paint or materials containing asbestos. 3. Transportation of hazardous materials away from any site related to this project. All entities listed under 1- 07.18(2) of these Special Provisions shall be named by endorsement as additional insureds on the Contractors Pollution Liability insurance policy. Such Pollution Liability policy shall provide the following minimum limits: $1,000,000 each Toss and annual aggregate 1 -07.23 Public Convenience and Safety 1- 07.23(1) Construction under Traffic Revise the second paragraph to read: To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, and paths within the project limits, keeping them open, and in good, clean, safe condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency's expense. The Contractor shall also maintain roads, streets, sidewalks, and paths adjacent to the project limits when affected by the Contractor's operations. Snow and ice control will be performed by the Contracting Agency on all projects. Cleanup of snow and ice control debris will be at the Contracting Agency's expense. The Contractor shall perform the following: 1. Remove or repair any condition resulting from the work that might impede traffic or create a hazard. 2. Keep existing traffic signal and highway lighting systems in operation as the work proceeds. (The Contracting Agency will continue the route maintenance on such system.) 3. Maintain the striping on the roadway at the Contractor's expense. The Contractor shall be responsible for scheduling when to renew striping, subject to the approval of the Engineer. When the scope of the project does not City of Federal Way RFB # 17 -001 South 356th Street Improvements January 2017 Page 47 SPECIAL PROVISIONS require work on the roadway, the Contracting Agency will be responsible for maintaining the striping. 4. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency's expense, except those damaged due to the Contractor's operations. 5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing drainage structures will be at the Contracting Agency's expense when approved by the Engineer, except when flow is impaired due to the Contractor's operations. (January 2, 2012 WSDOT GSP) Section 1- 07.23(1) is supplemented with the following: 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 approval. Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: Regulatory Posted Speed Distance From Traveled Way (Feet) 35 mph or less 10 * 40 mph 15 45 to 55 mph 20 60 mph or greater 30 * or 2 -feet beyond the outside edge of sidewalk City of Federal Way South 356`h Street Improvements Page 48 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS Minimum Work Zone Clear Zone Distance Section 1- 07.23(1) is supplemented with the following: Pedestrian Access The Contractor shall keep all pedestrian routes and access points (including sidewalks, and crosswalks when located within the project limits) open and clear at all times unless permitted otherwise by the Engineer in an approved traffic control plan. (February 14, 2005 NWR GSP) Section 1- 07.23(1) is supplemented with the following: 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 the specified hours of closure, shall be turned or covered so as not to be visible to motorists. Hours of Darkness The Contractor shall, at no additional cost to the Contracting Agency, make all arrangements for operations during hours of darkness. Flagger stations shall be illuminated using a minimum 150 -watt floodlight. Lighting used for nighttime work shall, whenever possible, be directed away from, or shielded from, residences and oncoming traffic. (March 6, 2000 NWR GSP) Section 1- 07.23(1) is supplemented with the following: Night Work Working at night (10:00 p.m. to 7:00 a.m. weekdays, 10:00 p.m. to 9:00 a.m. weekends and holidays) is not mandated by the Contracting Agency. Should the Contractor schedule project work during the nighttime closure hours allowed in section 1- 10.2(2), it shall be the Contractor's responsibility to obtain any required noise variance or exemption for such work. (March 6, 2000 NWR GSP) Section 1- 07.23(1) is supplemented with the following: Closure Restrictions The traffic closures listed in section 1- 10.2(2) will not be allowed during the following time periods: Holidays - from noon the day prior to a holiday or holiday weekend through noon the day following a holiday or holiday weekend. Holidays that occur on Friday, Saturday, Sunday, or Monday are considered a holiday weekend. City of Federal Way South 356th Street Improvements Page 49 RFB # 17 -001 January 2017 SPECIAL PROVISIONS 1 -07.24 Rights Of Way (July 23, 2015 APWA GSP) Delete this section and replace it with the following: Street Right of Way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public Right of Way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. (* * * * * *) City of Federal Way South 356th Street Improvements Page 50 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS The Contracting Agency has secured rights of entry on adjacent private property for the purpose of construction of driveways, slope restoration, drainage, utilities, irrigation, property tie -in and restoration. The Contractor is expressly forbidden from using right of entry areas for vehicle or equipment storage, or material stockpiling without first receiving written approval from the property owner. A copy of the written approval shall be provided to the Engineer before the Contractor stores any equipment or material. Written permission from property owners does not relieve the Contractor of their obligation to receive permission from the Community Development Department for the use of sites as staging areas as set forth in Section 1 -09.7. Owners of certain properties have placed limitations on their rights of entry as described below: Parcel 3 (Donald B. Murphy Contractors): Contractor shall coordinate in advance with the property owner for any work that disrupts driveway access to the property or affects security fencing. Unreasonable disruptions to the DBM operations will not be permitted. Should there be a need to breach security fencing during construction, the site shall be secured by end of shift. Access to the property shall be to the minimum extents necessary to construct the improvements shown on the Plans and be in accordance with the right of entry secured by the City. Trees removed in excess of 5- inches in diameter on this parcel shall be cut and stacked in accordance with Section 2 -01 herein. Parcel 5 (Lowe's Home Centers, LLC): Contractor shall coordinate with Lowe's on -site manager to doordinate delivery schedules to the driveway within the project limits. Contractor shall provide a minimum 30 day notice to Lowe's on -site manager and corporate real estate department prior to driveway closure. A full closure of the driveway will be permitted for a maximum of three (3) weeks to allow for driveway reconstruction, utility connections, wall construction, and all required restoration. The Contractor shall procure and maintain at the contractor's expense, during the duration of the on -site work at Lowe's Home Centers, LLC, liability insurance with an insurance company authorized to do business in the State of Washington, for damages as required by law. The insurance shall cover all operations under this contract, whether performed by the contractor or by subontractors. Before commencing work on or adjacent to the Lowe's Home Center parcel, the contractor shall furnish certificates of insurance, certifying that the policies will not be changed or cancelled until 30 days written notice has been given to the City. Add the following New Section: 1 -07.28 Communication with Businesses and Property Owners City of Federal Way South 356th Street Improvements Page 51 RFB # 17 -001 January 2017 SPECIAL PROVISIONS The Contractor will be responsible for communicating all work activities with the property owners. The Contractor, along with the City's inspector, shall have one formal meeting with the managers of the business corridor. It will be the Contractor's responsibility to initiate and set up the meeting. Thereafter, the Contractor shall keep the businesses informed of their general work locations and activities for the upcoming two (2) months by distributing a monthly status /schedule memo to the businesses. The memo shall be approved by the Engineer prior to distribution. Payment for said meetings and communication shall be considered incidental to the unit contract price paid for Mobilization and no additional payment will be made. 1 -08 PROSECUTION AND PROGRESS Add the following new sections: 1 -08.0 Preliminary Matters (May 25, 2006 APWA GSP) 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. 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 (December 8, 2014 APWA GSP) City of Federal Way South 356th Street Improvements Page 52 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS Except in the case of emergency or unless otherwise approved by the Engineer, the normal working hours for the Contract shall be any consecutive 8 -hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires different than the normal working hours stated above, the request must be submitted in writing prior to the preconstruction conference, subject to the provisions below. The working hours for the Contract shall be established at or prior to the preconstruction conference. All working hours and days are also subject to local permit and ordinance conditions (such as noise ordinances). If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a written request to the Engineer for consideration. This request shall state what hours are being requested, and why. Requests shall be submitted for review no later than noon on the working day prior to the day(s) the Contractor is requesting to change the hours. If the Contracting Agency approves such a deviation, such approval may be subject to certain other conditions, which will be detailed in writing. For example: 1. On non - Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight -time costs for Contracting Agency representatives who worked during such times. (The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees or third party consultants when, in the opinion of the Engineer, such work necessitates their presence.) 2. Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. 3. 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. 4. If a 4 -10 work schedule is requested and approved the non working day for the week will be charged as a working day. 5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and recorded properly on certified payroll. 1 -08.1 Subcontracting (October 12, 1998 WSDOT GSP) Section 1 -08.1 is supplemented with the following: Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420 -004) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also City of Federal Way South 356th Street Improvements Page 53 RFB # 17 -001 January 2017 SPECIAL PROVISIONS guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection. A subcontractor or lower tier subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1. Request to Sublet Work (Form 421 -012), and 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 lower tier subcontractors shall be available and open to similar inspection or audit for the same time period. (August 24, 2016 APWA GSP) Delete the eighth paragraph and replace it with the following: On all projects funded with federal assistance the Contractor shall submit "Monthly Report of Amounts Credited as DBE Participation" (form 422 -103 EF) on a monthly basis, in which DBE Work is accomplished, for every month in which the Contract is active or upon completion of the project, as appropriate. The monthly reports are due on the 20th of the month following the end of the previous month. 1- 08.1(1) Subcontract Completion and Return of Retainage Withheld (August 4, 2014 WSDOT GSP) Section 1- 08.1(1) is revised to read: The following procedures shall apply to all subcontracts entered into as a part of this Contract: Requirements 1. The Prime Contractor or Subcontractor shall make payment to the Subcontractor not later than ten days after receipt of payment from the Contracting Agency for work satisfactorily completed by the Subcontractor, to the extent of each Subcontractor's interest therein. 2. Prompt and full payment of retainage from the Prime Contractor to the Subcontractor shall be made within 30 days after Subcontractor's Work is 1 satisfactorily completed. 3. For purposes of this Section, a Subcontractor's work is satisfactorily completed • when all task and requirements of the Subcontract have been accomplished and including any required documentation and material testing. City of Federal Way South 356th Street Improvements Page 54 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS 4. Failure by a Prime Contractor or Subcontractor to comply with these requirements may result in one or more of the following: a. Withholding of payments until the Prime Contractor or Subcontractor complies b. Failure to comply shall be reflected in the Prime Contractor's Performance Evaluation c. Cancellation, Termination, or Suspension of the Contract, in whole or in part d. Other sanctions as provided by the subcontract or by law under applicable prompt pay statutes. Conditions This clause does not create a contractual relationship between the Contracting Agency and any Subcontractor as stated in Section 1 -08.1. Also, it is not intended to bestow upon any Subcontractor, the status of a third -party beneficiary to the Contract between the Contracting Agency and the Contractor. Payment The Contractor will be solely responsible for any additional costs involved in paying retainage to the Subcontractors. Those costs shall be incidental to the respective Bid Items. 1 -08.3 Progress Schedule 1- 08.3(2)B Type B Progress Schedule (March 13, 2012 APWA GSP) Revise the first paragraph to read: The Contractor shall submit a preliminary Type B Progress Schedule at or prior to the preconstruction conference. The preliminary Type B Progress Schedule shall comply with all of these requirements and the requirements of Section 1- 08.3(1), except that it may be limited to only those activities occurring within the first 60- working days of the project. Revise the first sentence of the second paragraph to read: The Contractor shall submit 5 copies of a Type B Progress Schedule depicting the entire project no later than 21- calendar days after the preconstruction conference. 1- 08.3(5) Payment ( * * * * * *) Section 1- 08.3(5) is supplemented with the following: "Type B Progress Schedule (Min. Bid $5,000) ", lump sum. 1 -08.4 Prosecution of the Work Delete this section in its entirety, and replace it with the following: City of Federal Way South 356th Street Improvements Page 55 RFB # 17 -001 January 2017 SPECIAL PROVISIONS 1 -08.4 Notice to Proceed and Prosecution of Work (July 23, 2015 APWA GSP) Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1- 10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. 1 -08.5 Time For Completion Section 1 -08.5 is supplemented with the following: ( * * * * * *) This project shall be physically completed within 150 working days. The working days includes time to accomplish all force account work in the bid schedules. 1 -08.5 Time for Completion (September 12, 2016 APWA GSP, Option A) Revise the third and fourth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor is approved to work 10 hours a day and 4 days a week (a 4 -10 schedule) and the fifth day of the week in which a 4 -10 shift is worked would ordinarily City of Federal Way South 356`h Street Improvements Page 56 RFB # 17 -001 January 2017 • • • SPECIAL PROVISIONS 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. Revise the sixth paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (per Section 1- 07.9(5)). b. Material Acceptance Certification Documents c. Final Contract Voucher Certification d. Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor and all Subcontractors e. Property owner releases per Section 1 -07.24 1 -08.9 Liquidated Damages (August 14, 2013 APWA GSP) Revise the fourth paragraph to read: When the Contract Work has progressed to Substantial Completion as defined in the Contract, the Engineer may determine that the work is Substantially Complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. 1 -09 MEASUREMENT AND PAYMENT 1 -09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the City of Federal Way South 356th Street Improvements Page 57 RFB # 17 -001 January 2017 SPECIAL PROVISIONS Contracting Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1 -09.7 Mobilization 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 Contractor. All costs associated with securing sites shall be included in the other bid items on the project and no other compensation will be made for this item. The Contractor will provide City with copy(s) of agreement(s). Payment is made under the following bid item: "Mobilization" per lump sum. When the bid item for 'Mobilization' appears on the proposal, the lump sum contract price for 'Mobilization' shall include all mobilization costs associated all Bid Schedules.. The lump sum bid price for 'Mobilization" shall include, but not limited to, the following items: the movement of the Contractor's personnel, equipment, supplies and incidentals to the project site; the establishment of the Contractor's office, 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 Owner; and other work and operations which must be performed or costs that must be incurred. 1- 09.7(1) Field Office Building Section 1- 09.7(1) is a new section: ( * * * * * *) Description This work shall consist of furnishing and setting -up a temporary office building for the sole use of the Contracting Agency. Construction Requirements The building shall be set -up, at the location designated by the Engineer, within the first 10 working days, unless the Engineer has approved a different schedule. The Contractor shall provide a secure minimum 400 square foot office suitable for use by the Engineer and resident inspection staff for the duration of the project. This office shall be separate from the Contractor's field office and be for the exclusive use of the Engineer and inspection staff. Prior to commencing physical construction, the Contractor shall provide the following minimum items: Field Office 400 square feet office space City of Federal Way South 356th Street Improvements Page 58 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS Above ground floor Parking for four vehicles on crushed gravel or equivalent surface Stairs shall have handrails Weekly janitorial service Solid waste removal service Heating and air conditioning Electric lights, including two desk lamps Operable windows with security bars Two, 6 sf. shelving units One 4- drawer filing cabinet (legal sized) Cork bulletin board (24 sf min.) Dry erase white board (24 sf min.) Plan layout table (3 ft x 6 ft min.) Drafting table (3 ft x 6 ft min.) with adjustable tilting top Copy machine with extra toner and service as required Two conference tables (4 ft x 8 ft each) Twenty stackable chairs Two desks (3 ft x 6 ft min) with drawers along one side and pencil drawer Two desk chairs and one drafting chair with adjustable heights and backs Front door deadbolt or padlock with six keys Five gallon bottled water dispenser with full service Single serve coffee maker with tea, coffee, and disposable cups provided as needed. Sanitary facilities within 25 ft of office Hand washing facilities Communications Broadband communication line with minimum 50mbps upload /download connection. All in one printer / copy machine / scanner with automatic feed, and capacity to copy /scan 11x17 sheets with extra toner and service as required. The printer /coprier /scanner shall have the capability to scan to email. The Contractor shall include costs for office utilities and broadband service in this item. The building and contents shall remain the property of the Contractor and shall be removed from the site thirty (30) calendar days after physical completion of the contract, or when designated by the Engineer. The Contractor shall arrange and provide the construction equipment staging area. This area must be approved by the City of Federal Way, Community Development City of Federal Way South 356th Street Improvements Page 59 RFB # 17 -001 January 2017 SPECIAL PROVISIONS Department. Sites chosen near residential properties can expect severe restrictions on noise and allowable work hours. Payment Payment will be made in accordance with Section 1 -04.1, for the following bid item: "Field Office Building ", lump sum. The lump sum contract price for "Field Office Building" shall be full pay for furnishing, installing, maintaining, and removing the facility, including all costs associated with all required utility hook -ups and disconnects, and monthly utility /broadband charges for all utilities.. 1 -09.8 Payment for Material on Hand (August 3, 2009 WSDOT GSP) Payment For Material On Hand The last paragraph of Section 1 -09.8 is revised to read: 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 dollar 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 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 will be rejected if found to be faulty even if partial payment for it has been made. 1 -09.9 Payments (March 13, 2012 APWA GSP) Delete the first four paragraphs and replace them with the following: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference, to enable the Project Engineer to determine the Work performed on a monthly basis. A breakdown is not required for lump sum items that include a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a determination based on information available. The Project Engineer's determination of the cost of work shall be final. City of Federal Way South 356th Street Improvements Page 60 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS Progress payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown, based on the Engineer's determination. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1- 09.9(1), on non FHWA- funded projects; 2. The amount of progress payments previously made; and 3. Funds withheld 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 will be final in accordance with Section 1 -05.1. 1- 09.11(3) Time Limitation and Jurisdiction (July 23, 2015 APWA GSP) Revise this section to read: For the convenience of the parties to the Contract it is mutually agreed by the parties that any claims or causes of action which the Contractor has against the Contracting Agency arising from the Contract shall be brought within 180 calendar days from the date of final acceptance (Section 1- 05.12) of the Contract by the Contracting Agency; and it is further agreed that any such claims or causes of action shall be brought only in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.05 shall control venue and jurisdiction. The parties understand and agree that the Contractor's failure to bring suit within the time period provided, shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action which the Contractor asserts against the Contracting Agency arising City of Federal Way South 356'h Street Improvements Page 61 RFB # 17 -001 January 2017 SPECIAL PROVISIONS from the Contract are filed with the Contracting Agency or initiated in court, the Contractor shall permit the Contracting Agency to have timely access to any records deemed necessary by the Contracting Agency to assist in evaluating the claims or action. 1 -09.13 Claims Resolution 1- 09.13(3) Claims $250,000 or Less (October 1, 2005 APWA GSP) Delete this Section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1 -09.11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1- 09.13(3)A Administration of Arbitration (July 23, 2015 APWA GSP) Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency's headquarters is located, provided that where claims subject to arbitration are asserted against a county, RCW 36.01.05 shall control venue and jurisdiction of the Superior Court. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the Contract as a basis for decisions. 1 -10 TEMPORARY TRAFFIC CONTROL 1 -10.1 General Revise the first paragraph to read: The Contractor shall provide traffic control plans to the City of Federal Way for review and approval a minimum of ten (10) working days prior to implementation. These plans shall supplement Construction Staging Plans. The plans as provided by the Contractor shall include and not be limited to the following information: • Stop line locations with station and offset to verify safety of intersection turning radius for vehicles. • Minimum lane widths provided for vehicular travel. • Turn pocket length, gap, and tapers in conformance with the City of Federal Way Standard Detail DWG 3 -19A, and WSDOT standard plans. City of Federal Way South 356`h Street Improvements Page 62 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. Business Open During Construction Signs The Contractor shall provide a minimum of six (6) Business Open During Construction signs for the project. The Business Open During Construction signs shall be per the detail in the plans. City of Federal Way Project Signs City of Federal Way Project signs shall be considered Construction Signs Class A. The Contractor shall provide two (2) project signs per the standard detail within the Appendix. Signs shall include funding partners as provided by the City. 1 -10.2 Traffic Control Management (December 1, 2008 WSDOT GSP) Section 1- 10.2(1) is supplemented with the following: 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 -4090 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406 -1022 Training Dept. Toll Free (877) 642 -4637 Phone: (540) 368 -1701 1- 10.2(2), Traffic Control Plans Section 1- 10.2(2) is supplemented with the following: ( * * * * * *) City of Federal Way South 356th Street Improvements Page 63 RFB # 17 -001 January 2017 SPECIAL PROVISIONS The following minimum Traffic Control requirements shall be maintained during the construction of the project: 1. The Contractor shall maintain continuous two lane, two -way traffic along streets throughout the project site. 2. Work requiring interruption of two lane, two -way traffic shall be performed at night, between the hours of 8:00 pm and 5:00 am when approved by the Engineer. During these times, the Contractor shall have the option, with the approval of the Engineer, of momentarily interrupting the continuous two -way traffic to allow one -way traffic. Such interruptions shall utilize qualified flaggers placed in strategic locations to insure the public safety and minimize driver confusion. A momentary interruption shall be defined as a period of time not to exceed two (2) minutes. Regardless of the period of time no queue greater than ten (10) cars in length will be allowed. 3. The Contractor shall be responsible for notifying all affected property owners prior to commencing the barricading of streets, sidewalks and driveways. 4. All business driveways shall remain open except as necessary to permit curing of construction materials or for short periods of time as required for excavations. However, at least one (1) driveway per business shall remain open to vehicular traffic at all times unless otherwise approved by the Engineer and affected property owner in writing. If a business has only one driveway, then that driveway must be constructed one -half at a time to allow the passage of vehicles. The amount of time that a driveway can be closed will be limited. Business owners shall be notified in writing at least 48 hours in advance of any planned driveway closures. 5. Signs and barricades shall be supplemented by Type C steady burn lights to delineate edge of roadway during the hours of darkness. 6. Any asphalt concrete pavement, crushed surfacing, or gravel base for maintaining traffic during the life of this contract shall be placed by the Contractor immediately upon request by the Engineer. In addition, cuts made in the traveled lanes or on walkways that are paved will be temporarily patched with hot mix and maintained daily until such time as a permanent patch can be made. Payment for crushed surfacing, gravel and asphalt will be paid at their respective bid items, as included in the contract. 7. Detours will not be allowed except as noted herein or Section 1- 07.23(2) as amended. 8. Drivers of motor vehicles used in connection with the construction shall obey traffic rules posted for such location in the same manner and under the same restrictions as provided for the drivers of private vehicles. 9. 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 City of Federal Way RFB # 17 -001 South 356`h Street Improvements January 2017 Page 64 • • SPECIAL PROVISIONS 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. 10. The Contractor shall provide traffic cones, barricades and drums, with warning lights in sufficient number and in good condition as required to protect the work and the public throughout the length of the job. Traffic Safety Drums with flashers in addition 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. 11. Temporary paint striping, reflective marking tape, and /or retroreflective tubular markers shall be required for each shift of traffic control. The Contractor shall provide temporary striping, reflective marking tape, and /or 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. 12. The Contractor provided Traffic Control Plans shall lay out traffic control device spacing, tapers, etc., to scale, shall contain accurate dimensions and legends and shall be signed by the preparer. Special Conditions South 356th Street Traffic Requirements • Left turn lanes at the intersections at Pacific Highway South and South 356th Street and SR 161 and South 356th Street shall remain open at all times. • All utility crossings or other work requiring interruption of two lane, two -way traffic shall be performed at night between the hours 8:00 PM and 5:00 AM. • A minimum of one access to each business will remain open at all times. • The existing lighting system shall remain operational until the new system is functioning. The Engineer may approve partial interruptions required because of staging. • No more than one shift may be worked per day without approval of the Engineer. • Pedestrians must have access to pedestrian push buttons at all times. • The Contractor shall maintain at least one continuous ADA accessible pedestrian walkway throughout the project at all times. • The Contractor shall provide minimum 30 days notice to Lowe's on site manager and corporate real estate department as to the potential schedule for driveway closure. The contractor shall coordinate semi -truck deliveries with potential driveway closures and repairs. The Contractor shall limit the closure of Lowe's driveway to a maximum of 3 total weeks during construction. City of Federal Way RFB # 17 -001 South 356th Street Improvements January 2017 Page 65 SPECIAL PROVISIONS 1 -10.3 Traffic Control Labor, Procedures and Devices 1- 10.3(1) Traffic Control Labor Section 1- 10.3(1) is supplemented with the following: Off Duty Uniformed Police Officer The City shall reimburse the Contractor for the use of off duty uniformed police officers at the invoiced cost with no mark -up per Standard Specifications 1 -09.6 Force Account. The Contractor shall request uniformed off-duty police officers from the City of Federal Way Police Department, (253) 835 -6701. The request shall be made forty -eight (48) hours before the use of the off-duty police officers on the project site. A minimum of three (3) hours call out time shall be paid for each request for 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 (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. No reimbursement of any portion of the minimum callout will be allowed where Contractor - made schedule revisions occur after an Off -Duty Police Officer has been procured. Off -Duty Uniformed Police Officer will be required only when the signal system is in flashing mode or is not operational or otherwise approved by the Project Engineer. ( * * * * * *) The last sentence of the second paragraph of Section 1- 10.3(1) is revised to read: The Contractor shall furnish the flashing stop /slow paddles for the flagging stations. The use of conventional flagging paddles will only be allowed in the case of an emergency, or temporary use while a failed FSSP is replaced or repaired. 1- 10.3(3) Traffic Control Devices Section 1- 10.3(3) is supplemented with the following: ( * * * * * *) The following devices are deemed compliant with the crashworthiness requirements of NCHRP 350 and are approved for use on the project: Approved Category II Devices Type I & II Barricades Manufacturer Model Number WLI Industries Safety Cade Type II Bent Manufacturing Unicade Bent Manufacturing Waffle Barricade Bent Manufacturing Type II Plywood or Plastic Panel City of Federal Way South 356th Street Improvements Page 66 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS Eastern Metal Plasticade Products Plasticade Products Dicke Tool Company TrafFix Devices, Inc. The Roadmaker Company Three D Traffic Works, Inc. Protection Services, Inc. Flex -O -Lite United Rentals Highways Bureau of Highway Safety The Cortina Companies Type 111 Barricades Manufacturer Bent Manufacturing Recycled Plastic Products Yodock Wall Company Cantel of Medford, Inc. Davidson Plastics Corp. Approved Portable Signs and Stands Manufacturer Montana DOT WLI Texas DOT Reflexite /Eastern Metals Type I & II Barricades Fibercade Type II Plasticade Type II Type I Plastic Barricade Plastic Folding Type I Barricade Type II Plastic Barricade TD2000 Works Barricade Type I & II Barricades Type I Barricade Type I & II Barricades Penn. Type III Barricade Type I Plastic Barricades Model Number Type III Barricade Hollow Core Plastic Barricade Yodock 2001m Type III Barricade EZ -UP Type III Barricade T3B Type III Barricade Model Number DWG# 618 -02 (Plywood) SafetyCor Sign System (Plastic) Skid Mounted Sign Support (Plywood) DF 400 & DF 4700 TX (Endurance plastic) (Aluminum signs are not approved for use with the above listed stands at this time Wood Sign Posts Use the below charts to determine post size for Class A construction signs. One Post Installation Min. Sign Sq. Ft. Post Size 4x4 4x6 6x6 6x8 4x4 4x6 6x6 6x8 City of Federal Way South 356th Street Improvements 17.0 21.0 26.0 Max. Sign Sq. Ft. 16.0 20.0 25.0 31.0 Two Post Installation (For signs 5 feet or greater in width) 17.0 37.0 47.0 Page 67 16.0 36.0 46.0 75.0 * RFB # 17 -001 January 2017 SPECIAL PROVISIONS * The Engineer shall determine post size for signs greater than 75 square feet. 1- 10.3(3) Traffic Control Devices Section 1- 10.3(3) of the Standard Specifications are revised to read as follows: ( * * * * * *) All signs required by the approved traffic control plan(s) as well as any other appropriate signs prescribed by the Engineer shall be furnished by the Contractor. The Contractor shall provide the posts or supports and erect and maintain the signs in a clean, neat, and presentable condition until the necessity for them has ceased. All non - applicable signs shall be removed or completely covered with metal, plywood, or an Engineer approved product specifically manufactured for sign covering during periods when they are not needed. When the need for these signs has ceased, the Contractor upon approval of the Engineer, shall remove all signs, posts, and supports from the project and they shall remain the property of the Contractor. All orange background signs shall utilize materials, and be fabricated in accordance with, Section 9 -28. All new orange background signs and all W20 -7a "Flagger Ahead" signs shall be fabricated with Type IV or Type VII fluorescent orange sign sheeting. All post mounted signs with Type IV or VII sheeting shall use a nylon washer between the twist fasteners (screw heads, bolts, or nuts) and the reflective sheeting. There shall be no intermixing of signs with non - fluorescent orange reflective sign sheeting and signs with fluorescent orange reflective sign sheeting on the same sign post. Construction signs will be divided into two classes. Class A construction signs are those signs that remain in service throughout the construction or during a major phase of the work. They are mounted on posts, existing fixed structures, or substantial supports of a semi - permanent nature. Sign and support installation for Class A signs shall be in accordance with the Contract Plans or the Standard Plans. Class B construction signs are those signs that are placed and removed daily, or are used for short durations which may extend for one or more days. They are mounted on portable or temporary mountings. In the event of disputes, the Engineer will determine if a construction sign is considered as a Class A or B construction sign. If it is necessary to add weight to signs for stability, only a bag of sand that will rupture on impact shall be used. The bag of sand shall: (1) be furnished by the Contractor, (2) have a maximum weight of 40 pounds, and (3) be suspended no more than 1 foot from the ground. Payment for setup and take down of Class B signs will be limited to the labor cost to do the work described in Section 1- 10.3(1), and for transportation described in Section 1- 10.3(2). Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the Engineer deems to be unacceptable while their use is required on the project, shall be replaced by the Contractor without additional compensation. City of Federal Way RFB # 17 -001 South 356th Street Improvements January 2017 Page 68 • • SPECIAL PROVISIONS Traffic Safety Drums used to delineate driveways and access locations to private properties within the work zone shall be yellow in color. 1- 10.3(7) Temporary Pavement Marking Section 1- 10.3(7) is a new section: All costs in connection with the use of reflective traffic tape as temporary pavement markings shall be incidental to other bid items. All costs for paint lines and reflective pavement markers used for temporary traffic control shall be paid under other bid items. Description The Contractor shall install and remove approved 4- inch -wide reflective traffic tape, paint line, RPMs and pavement markings per City of Federal Way Standard Details DWG - 3 -17, DWG - 3 -18, and DWG - 3 -19, as shown on the Plans, specified in the Special Provisions for this Contract, or as directed by the Engineer. Temporary pavement markings shall be removed after the installation of permanent lane marking is approved in writing by the Engineer. Materials Materials for temporary pavement markings shall be selected from approved materials listed in the Special Provisions of this Contract. Preliminary Spotting The Contractor is responsible for preliminary spotting (layout work) of the lines before marking begins. The City may provide pavement marking layout work for the Contractor if existing work loads permit, but all costs incurred by the City in providing layout work at the Contractor's request shall be charged to the Contractor. Temporary Pavement Markings Temporary pavement markings shall be installed and maintained by the Contractor whenever permanent pavement markings are included in the Contract and traffic is released onto public streets or roadways prior to installation of permanent pavement markings. The Contractor shall perform preliminary layout work to the satisfaction of the Engineer prior to installation of the temporary pavement markings. The temporary pavement markings shall be installed and maintained to the satisfaction of the Engineer until the permanent pavement markings are installed and approved in writing by the Engineer. After approval of permanent lane markings, the Contractor shall remove the temporary lane markings to the satisfaction of the Engineer. Appropriately colored 4- inch -wide reflective traffic tape shall be installed with a skip pattern based on a 10 -foot unit consisting of a 1 -foot line of tape and a 9 -foot gap, unless otherwise specified on the Plans or in the Special Provisions for this Contract. Reflective traffic tape markings shall generally follow the alignment for the permanent pavement markings and double lines shall be used when specified for the permanent pavement markings. Reflective tape shall not be used when the temporary pavement City of Federal Way South 356th Street Improvements Page 69 RFB # 17 -001 January 2017 SPECIAL PROVISIONS markings are to be exposed to traffic for more than two weeks without the written approval of the Engineer. The Contractor shall provide paint lines per sections 8 -22 and 9 -34, and RPMs per sections 8 -09 and 9 -21, at the direction of the Engineer for temporary pavement markings for construction staging. Paint lines shall be provided for temporary pavement markings for any conditions not applicable for reflective tape. Paint lines for temporary pavement markings shall be paid under "Paint Line ", "Raised Pavement Marker Type 1", and Raised Pavement Marker Type 2 ". 1- 10.4(2) Item Bids with Lump Sum for Incidentals (August 2, 2004 WSDOT GSP) Section 1- 10.4(2) is supplemented with the following: The bid proposal does not contain the item "Project Temporary Traffic Control," lump sum. The provisions of section 1- 10.4(2) shall apply. ( * * * * * *) A new pay item is added: Off -Duty Uniformed Police Officer will be paid at actual invoice cost. 1 -10.5 Payment ( * * * * * *) Payment will be made under the following bid item(s) when appearing in the Proposal: "Off -Duty Uniformed Police Officer ", per force account. The City shall reimburse the Contractor for the use of off -duty uniformed police officers at the invoiced cost with no mark -up per Standard Specifications 1 -09.6 Force Account. "Traffic Control Supervisor ", lump sum "Flaggers and Spotters ", per hour "Other Traffic Control Labor ", per hour "Other Temporary Traffic Control ", per lump sum "Construction Signs Class A ", per square foot "Sequential Arrow Sign ", per hour "Portable Changeable Message Sign ", per hour "Business Access Sign ", per each END OF DIVISION 1 City of Federal Way South 356`h Street Improvements Page 70 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS DIVISION 2 EARTHWORK 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2 -01.1 Description (Special Provision) Section 2 -01.1 is supplemented with the following: Clearing and grubbing on this project shall be performed within the limits shown in the plans. "Timber Processing" means falling, de- limbing felled timber, cutting and stacking timber larger than 5" in diameter on the DBM parcels. 2 -01.3 Construction Requirements 2- 01.3(3) Timber Processing (Special Provision) Section 2- 01.3(3) is a new section: ( * * * * * *) Timber processing, as ordered by the Engineer, consists of work not otherwise provided for in the contract. Such work may include: 1. Fell trees noted on the plans for processing 2. Remove and dispose of tree stumps. Fill in void left by stumps with gravel borrow or suitable native material per 2 -03. 3. Remove all limbs from tree. Limbs shall be cut off at the connection to the tree. 4. Cut and stack trees. Coordinate with property owner of parcels 292104 -9049 & 292104 -9002 for stacking location. 2 -01.4 Measurement (Special Provision) Section 2 -01.4 is supplemented with the following: "Timber Processing ", shall shall not be measured for payment. 2 -01.5 Payment (Special Provision) Section 2 -01.5 is supplemented with the following: ( * * * * * *) City of Federal Way South 356th Street Improvements Page 71 RFB # 17 -001 January 2017 SPECIAL PROVISIONS Payment will be made in accordance with Section 1 -04.1 for the following bid item(s) when included in the proposal: "Clearing and Grubbing ", per lump sum "Roadside Cleanup ", force account "Timber Processing ", per lump sum 2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2 -02.1 Description (September 30, 1996 WSDOT GSP) Section 2 -02.1 is supplemented with the following: The Contractor is advised that asbestos may be present on this project. 2 -02.1 Description (Special Provision) Section 2 -02.1 is supplemented with the following: Removal of Structures and Obstructions The Contractor shall remove and dispose of all items shown on the site preparation plans and other minor items necessary to complete the work. The following partial list of items to be removed and disposed of is provided for the convenience of the contractor. The contractor shall review the plans, specifications and project site to verify other items to be removed: Sheet Station /Offset Structure /Obstruction Quantity SCHEDULE A 22 218 +72, 40' LT Ecoblock 2 EA 22 217 +97, 24' LT Guard Post 2 EA SCHEDULE B Concrete Thrust Blocks As Required (March 18, 2002 NWR) Section 2 -02.1 is supplemented with the following: Roadside Restoration The Contractor shall restore, repair or correct all portions of the roadside or adjacent landscapes that were unavoidably damaged due to the performance or installation of the specified work. Unavoidable damage shall be determined only by the Engineer. RFB # 17 -001 January 2017 City of Federal Way South 356th Street Improvements Page 72 • • SPECIAL PROVISIONS All materials utilized shall be in accordance with Sections 9 -14 and 9 -15 and other applicable sections of the Standard Specifications or Special Provisions, whichever may apply. All work shall be performed in accordance with Sections 8 -02 and 8 -03 and other applicable sections of the Standard Specifications. The Contractor shall review the work with the Engineer and receive approval to proceed prior to commencing roadside restoration work. 2 -02.3 Construction Requirements (Special Provision) Section 2 -02.3 is supplemented with the following: Asbestos Cement Pipe Removal, Handling and Disposal (*****k) The Contractor shall remove all asbestos - cement pipe where such pipe is designated for removal on the Plans, as may be required where out -of- service asbestos - cement water main intrudes or may intrude into or otherwise interfere with the Work, and /or as may be directed by the Engineer. The work under this section also includes handling and disposing the asbestos - cement pipe, together with any asbestos containing waste materials such as pipe fragments, protective clothing, HEPA filters, decontamination rinse water, asbestos - contaminated containers and debris. For the purposes of this contract, and regulatory compliance, asbestos - cement pipe shall be considered nonabsorbent, friable asbestos - containing material. For the purposes of Chapters 296 -62 and 296 -65 WAC, the work under this section shall be classified as "Class II asbestos work." Asbestos is classified as a Class 9 hazardous material, Identification Number NA 2212, under CFR Title 49 "Transportation." (Addendum # 2) This contract provides for the removal of all AC water main within the project limits. Should the Contractor elect to sequence work such that it is necessary to excavate beneath existing AC pipe prior to the main replacement being completed, the Contractor shall be responsible to adequately support and protect the AC water main from damage at no additional cost. This may include structural support blocking, repair band clamps, temporary pipe replacement and /or CDF backfill under the pipe to allow continued function of the existing water main until the replacement water main is in service. No excavation shall occur beneath AC water mains unless support and protection provisions have been approved by the Engineer. Providing support and protection provisions to protect the AC water main from damage during excavation shall be considered incidental to the work and no additional payment will be made. Asbestos Handling and Disposal The Contractor shall ensure that the removal, handling including haul, and disposal of the waste asbestos meets the requirements of EPA regulation 40 CFR Part 61, local health department regulations, Federal Motor Carrier Safety Act, all other applicable regulations, and these contract provisions. City of Federal Way South 356`h Street Improvements Page 73 RFB # 17 -001 January 2017 SPECIAL PROVISIONS Prior to performing any contract work, the Contractor shall obtain all permits from, and provide notification to, the Washington State Department of Labor and Industries, the Puget Sound Air Pollution Control Authority (PSCAA), and other permitting and regulatory agencies with jurisdiction over the work involving asbestos as the law requires. Prior to commencing asbestos related work, the Contractor shall provide the Engineer with written verification, including copies, of approvals and notifications that have been given and /or obtained from the required jurisdictional agencies, and the Contractor's schedule for all work involving asbestos removal, handling including haul, or disposal. The schedule shall include the sequencing and scheduling of asbestos related work, and identify the proposed waste disposal site. The proposed waste disposal site shall be located in the State of Washington, and shall be permitted to accept asbestos waste material. If any portion of the Work under this section will not be performed by the Contractor, the Contractor shall submit a subcontract request as provided in Section 1 -08.1, including any proposed independent or commercial hauling companies. Subject to the provisions of State law and interpretation by the Washington State Department of Labor and Industries, a certificate of registration in compliance with RCW 39.27 may not be necessary for independent or commercial hauling companies. However, in all cases, independent and commercial hauling companies are required to file Statements of Intent to Pay Minimum Prevailing Wages and Affidavits of Wages Paid in accordance with the requirements of State law as administered by the Department of Labor and Industries, and the provisions of RCW 39.12 may be applicable as noted in Section 1 -08.1. The Contractor shall designate a Washington State Certified Asbestos Supervisor (CAS) to personally supervise the removal, handling, and disposal of the asbestos, and to ensure that the Work involving the asbestos is accomplished by certified asbestos workers pursuant to the requirements of the Washington State Department of Labor and Industries, and federal law. The CAS shall be on -site during removal and handling of the asbestos, including cutting the pipe, placing and sealing the asbestos in containers, labeling the containers for transport and disposal, and loading the containers into the transport vehicle(s) that will remove the material from the site. Prior to commencing asbestos related work, the Contractor shall furnish the Engineer with copies of the current certifications for the CAS and asbestos workers. The Contractor shall ensure the safety of all workers, visitors to the site, and the general public in accordance with all applicable laws, rules, and regulations. Work areas involving asbestos, including areas of removal and handling asbestos - cement and associated materials, shall be controlled, clearly marked with barrels and asbestos warning signs, and have access restrictions as set forth in Section 4.05(b) of the PSCAA's Regulation III. Wet methods using appropriate equipment, wetting agents and methods as set forth in Section 4.05(b) of the PSCAA's Regulation III and not prohibited under WAC 296 -62- 07712(4), are the presumed standard engineering controls and practices for the work. More specifically, following the work procedures described in Appendices A and C in the "Evaluation of Asbestos Exposures During Selected Procedures Involving City of Federal Way South 356'h Street Improvements Page 74 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS Underground Asbestos Containing Pipe" (by Schumacher and Associates under contract with the Snohomish County PUD, as published by the Washington Education Training and Resource Center, WETRC) for cutting pipe with a carbide wheel, cutting pipe with a hand saw, installing a repair band onto a pipe, cutting pipe with a snap cutter, and installing a tap while the pipe is under pressure has been evaluated and determined to keep asbestos exposure below the permissible exposure limits. Use of alternative engineering controls and practices as recognized in Chapter 296 -62 WAC, or that may result in time - weighted average or excursion concentrations exceeding permissible exposure limits, will require initial and subsequent air monitoring, exposure assessments, supplemental control measures, establishment of regulated area, and associated actions as provided in WAC 296- 62- 07712(10)(f) and WAC 296 -62- 07711. All asbestos - cement water pipe designated for removal as shown on the Plans, that has been determined to potentially or actually interfere with the Work, or as may be directed by the Engineer for removal, and any asbestos containing waste materials, including pipe fragments, protective clothing, HEPA filters and asbestos - contaminated containers and debris, shall be sealed in a leak tight container or containers as soon as possible after removal, but no later than the end of each work shift. If disposal bags are used to contain and transport the removed asbestos cement materials, the bags shall be: specifically formulated and approved for asbestos material removal, haul and disposal; a minimum thickness of 6 -mil.; and yellow in color. All containers shall be labeled, including asbestos warning, in accordance with regulatory requirements. Immediately followirg placement and sealing of the asbestos containing materials in a bag or bags, the sealed bags shall be placed and sealed in a second bag. Each leak - tight container shall be permanently marked with the name of the waste generator (e.g., Lakehaven Water & Sewer District), date, location (address) of the generated waste, and quantity of material within the container. Properly sealed and labeled containers of removed asbestos shall be hauled from the site and disposed at a waste site permitted to accept such waste. Such containers of removed asbestos may be temporarily stored in an on -site location agreed to by the Contractor, Contracting Agency, and jurisdictional road agency provided that the location is secured and signed in accordance with applicable rules and regulations. In the event that a mutually acceptable on -site location for the secure, temporary storage of the containers cannot be determined, the Contractor shall remove the containers from the site no later than the end of each work shift. In no event shall the Contractor allow the removed asbestos and containers to remain on private property, or to be transshipped to an intermediate off -site storage area, or comingled with other materials. The Contractor shall dispose asbestos within 10 days of removal in accordance with the provisions of Section 4.07 of the PSCAA's Regulation III. Transportation vehicles and drivers that move the asbestos waste material from the project to the disposal site shall comply with federal and state labeling, shipment record - keeping, and licensing requirements. The Contractor shall be responsible to track the removed asbestos using the Contracting Agency's prescribed Waste Shipment Record form, and to ensure that the requisite signatures are obtained of the material transfer and disposal process. The material information on the form shall provide a direct correlation between the removed asbestos, City of Federal Way South 356th Street Improvements Page 75 RFB # 17 -001 January 2017 SPECIAL PROVISIONS the sealed and labeled containers of removed asbestos, and the transported and disposed containers of removed asbestos. The Contractor shall provide the original copy of the completed Waste Shipment Record form(s) to the Engineer within 10- calendar day following disposal. 2- 02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters (Special Provision) Section 2- 02.3(3) is supplemented with the following: ( * * * * * *) Prior to removal of pavement, the Contractor shall make a full -depth sawcut to delineate the areas of pavement removal from those areas of pavement to remain. The Engineer shall approve the equipment and procedures used to make the full -depth sawcut. No wastewater from the sawcutting operation shall be released directly to any stream or storm sewer system. Add the following New Section: 2- 02.3(4) Removal of Drainage Structures Where shown in the Plans or where designated by the Engineer, the Contractor shall remove existing catch basins, manholes, pipes, and other drainage features in accordance with Section 2 -02 of the Standard Specifications. Removal shall be conducted in such a manner as to prevent damage to surrounding facilities including any existing storm sewers, sanitary sewers, electrical conduits or other facilities to remain. All remaining facilities including but not limited to storm sewers, sanitary sewers, monuments, valves, vaults, and electrical conduits damaged due to the Contractor's operations shall be replaced by the Contractor to the satisfaction of the Engineer at no additional cost to the Contracting Agency. Catch basins, manholes, and other drainage structures designated for removal, including all debris, shall be completely removed. All removed catch basins, manholes, and other drainage structures shall become the property of the Contractor and shall be disposed of in accordance with Section 2 -02 of the Standard Specifications. All undamaged frames, grates, and solid covers in a re- useable condition shall become the property of the City of Federal Way and shall be delivered to a location specified by the Engineer. Sawcutting (full depth) of existing asphalt concrete pavement and cement concrete curb and gutter surrounding the structure required for removal will be considered incidental to the removal of the catch basin, manhole, or other drainage structures. Sawcuts shall be in accordance with Section 2 -02 of these Special Provisions. Backfilling of catch basins, manholes, pipes and other drainage structures to be removed and replaced shall not be performed until the new structure is installed and shall be in accordance with Section 7 -05. Backfilling of a structure to be replaced shall be considered incidental to the construction and installation of the new catch basin, manhole, or other drainage structure. Backfilling of catch basins, manholes, pipes and other drainage structures to be completely removed shall be performed using gravel borrow paid in accordance with the Bid Schedule. City of Federal Way South 356th Street Improvements Page 76 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS Prior to backfilling any voids, the Contractor shall remove pipe as noted in the plans. Pipe shown to be abandoned or ordered by the Engineer to be abandoned shall be filled with CDF in accordance with Section 2- 09.3(1)E of the Standard Specifications. Material, labor, tools, and equipment necessary to remove and /or fill any abandoned pipe shall be paid in accordance with the Bid Schedule. The Contractor shall maintain existing drainage, where designated by the Engineer, until the new drainage system is completely installed and functioning. 2- 02.3(5) Removing Existing Water Facilities (Special Provision) ( * * * * * *) Section 2- 02.3(5) is a new section: The Contractor shall remove the existing water facilities, including mains, hydrants, hydrant laterals, hydrant assemblies, hydrant bollards,valves, valve boxes, concrete valve pads, fittings, thrust blocks, water service connections, and other appurtenances as shown and noted in the Plans, as may be directed by the Engineer, and as set forth in these contract provisions. Removal shall be conducted in such a manner as to prevent damage to other facilities, including existing water facilities, storm sewers, sanitary sewers, power poles, underground utilities, or other improvements that are to remain. Any facilities not designated for removal, including but not limited to water facilities, storm sewers, sanitary sewers, power poles, underground utilities, or other improvements, damaged due to the Contractor's operations, shall be repaired or replaced by the Contractor to the satisfaction of the Engineer at no additional expense to the Contracting Agency. Water main removal shall include the pipe and associated valves (except where gate valves are noted for salvaging), fittings, corporation stops, saddles, repair bands, spools, sleeves, couplings, and thrust blocks, if a separate contract bid item is not included for removal of structures and obstructions or for one or more specifically identified components. (Addendum # 2) Hydrant assemblies shall be removed to the branch of the hydrant tee at the water main. See section 7- 14.3(7) "Removing Existing Hydrant Assemblies" for additional construction requirements when removing hydrants and hydrant assemblies. The unit contract price for `Removing Existing Hydrant Assembly' shall include removal of associated guide posts / bollards when present and no additional payment will be made. Water service connections shall be removed to the corporation stop at a minimum, including saddle and shutoff valve (if present), service line and fittings, meter box and lid, setter, individual service pressure reducing valve (if present and designated for removal on the Plans), including box and lid. Water service connection removal shall also include removal of the portion of customer supply line in right -of -way or easement either shown in the Plans for removal or that conflicts with installation of a new water service connection, including reconnection to the remaining portion of the customer water supply City of Federal Way South 356th Street Improvements Page 77 RFB # 17 -001 January 2017 SPECIAL PROVISIONS line. In the event that remnant portions of existing water service lines cannot be removed at the corporation stop due to unacceptable disturbance of existing improvements as determined by the Contracting Agency, the service line shall be removed to the maximum extent practical without such disturbance, and the exposed end of the remnant portion of the existing water service line shall be plugged with mortar. Where the water main is to remain in service and the corporation stop of a removed water service connection will not be used, the corporation stop shall be removed, together with the pipe saddle if necessary. A brass plug with rubber grommet or gasket with either the existing or new saddle shall be used to seal the pipe penetration as directed by the Contracting Agency's Inspector. All removed water facilities shall become the property of the Contractor and shall be processed, hauled, and salvaged or disposed in accordance with the contract provisions. If designated on the Plans or Special Provisions, removed hydrants, valves, fittings, and /or special water facility components shall be salvaged to the Contracting Agency, and shall be delivered to a location as specified in the Contract or as may be directed by the Contracting Agency's inspector. Cast iron, ductile iron, or steel pipe may be salvaged by the Contractor, or disposed by the Contractor at a permitted site. Asbestos cement pipe shall only be disposed at a permitted site. Sawcutting (full depth) of existing asphalt concrete pavement and cement concrete curb and gutter, as required for water pipe removal will be considered incidental to the removal of the water main. Sawcuts shall be in accordance with Section 2- 02.3(3). (Addendum # 2) Trench excavation for the removal of water facilities (water mains, hydrant assemblies, valves, services, etc.) shall not be measured for payment, but shall be included in the unit contract price for the removal. Where excavations for removal of water facilities exceed 4 feet in depth, all required shoring shall be included in the lump sum contract price for `Trench Safety Systems' in accordance with Section 7- 09.3(7)D. Prior to backfilling the excavation, the remaining portion of existing pipe that is to remain out of service or abandoned in place, shall be decommissioned as set forth in Subsection 2- 02.3(10). Where the remaining portion of the existing water main is to remain in service following removal of the designated water main, hydrant assembly, or water service connection, the Contractor shall perform one or more of the following as applicable and as may be directed by the Engineer: Water Main: • Install permanent cast iron or ductile iron cap or plug with associated fittings, and thrust block if shown on the Plans; or • Install temporary blowoff in accordance with District Standard Plan 10; or • Install temporary blind flange or restrained MJ plug at exposed run or branch of tee to remain if temporary blowoff will not be necessary as determined by the Engineer. Hydrant Assembly: Install temporary or permanent blind flange, or appropriate cap or plug on the branch of the hydrant tee as may be directed by the Engineer. City of Federal Way RFB # 17 -001 South 356'h Street Improvements January 2017 Page 78 • • SPECIAL PROVISIONS Water Service Connection: Install temporary cap on the corporation stop or permanent plug as specified, or as may be directed by the Engineer. (Addendum # 2) Following satisfactory removal of the water facilities, and water facility decommissioning as applicable, the vacant trench or excavation shall be backfilled with gravel base for trench backfill. Trench backfill shall be placed, compacted in accordance with Method C compaction as provided in Section 2 03,3(14)C, and graded to provide a firm, smooth and uniform surface for placement of subsequent surfacing materials to finish grade. Native excavated material shall be removed, hauled, and disposed at a permitted site. Excavation, haul and disposal of native material shall be included in the unit contract price per linear foot for Remove _ Water Main. Backfill shall be measured and paid per cubic yard at the unit contract price for Gravel Base for Trench Backfill. Completion of the trench backfill and surfacing shall be in accordance with the trench detail included or referenced in the Plans and Contract provisions. Trench backfill may be partially or completely deferred pending complete installation of the new water main subject to the Contractor's coordination in advance with and approval by the Engineer, and the requirements of the jurisdictional road agency. In areas subject to traffic, and /or in areas designated to remain accessible, the Contractor shall be responsible to complete the trench backfill, install temporary steel plates, or otherwise ensure safe access for traffic as provided in the contract provisions and required by the jurisdictional road agency. Following satisfactory testing, or the permitted duration for the temporary surfacing as may be allowed by the jurisdictional road agency in coordination with Engineer, the Contractor shall remove temporary backfill, steel plates or other temporary provisions, and complete the trench backfill and surfacing. In areas where new water main is placed in the same trench where the existing water main has been removed, pipe removal shall not be considered complete until the new main has been placed, the trench backfilled, and surfacing placed or restored. A Puget Sound Energy representative shall be present during work in the vicinity of power or light poles, and gas main. The Contractor shall coordinate with Puget Sound Energy's designated representative a minimum of two (2) business days in advance of any such work and adjust work hours as necessary to accommodate the representative's schedule. 2 -02.4 Measurement Section 2 -02.4 is supplemented with the following: Sawcutting will be measured by the square foot. Remove Existing Catch Basin by each. Remove Existing Storm Sewer Pipe will be measured by the linear foot. City of Federal Way South 356`" Street Improvements Page 79 RFB # 17 -001 January 2017 SPECIAL PROVISIONS "Remove [Material] Water Main" or variations thereof, will be measured by the linear foot along the centerline of the water main pipe removed, including valves except where noted for salvaging, fittings, and associated corporation stops and saddles for service lines, and processed, hauled, and disposed, trench backfilled and area restored as specified. If the bid item does not designate either the material or the pipe diameter, measurement of the Work under that item shall be irrespective of the material, diameter, or pressure class rating for the pipe. If the bid item does not designate the pipe diameter, measurement of the Work under that item shall be irrespective of the diameter or pressure class rating for the pipe. If the bid item includes one or more pipe diameters or a range of pipe diameters, measurement of the Work shall be for the designated pipe diameter(s) irrespective of the pressure class rating of the pipe. Filling the exposed ends of pipe to remain with concrete, or permanently or temporarily capping or plugging the exposed ends of water main to remain in service, as specified, shall be incidental to the Work and no separate measurement will be made. 2 -02.5 Payment Section 2 -02.5 is supplemented with the following: ( * * * * * *) Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Removal of Structures and Obstructions, Schedule ", lump sum. When the bid item for `Removal of Structures and Obstructions, Schedule ' appears on the proposal, the lump sum contract price for `Removal of Structures and Obstructions, Schedule ' shall include all costs for work associated with the Bid Schedule indicated. "Sawcutting ", per square foot "Remove Existing Catch Basin ", per each. "Remove Existing Storm Sewer Pipe ", per linear foot. "Remove Fence ", per linear foot. The unit contract price per linear foot of fence removed includes the removal and disposal of the fence and all associated appurtenances including, but not limited to fence fabric, posts, connectors, and foundations. "Remove [Material] Water Main," per linear foot. The unit contract price for "Remove [Material] Water Main," per linear foot shall be full payment for removal and salvaging (as specified in the plans) to Lakehaven Water & Sewer District. Structure excavation, backfilling the trench and any shoring necessary for the removal of the watermain shall be considered incidental to the contract bid item "Remove [Material] Water Main," "Remove Existing Gate Valve," per each. City of Federal Way South 356' Street Improvements Page 80 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS "Remove Existing Hydrant Assembly," per each. The unit Contract price per each for the above remove items shall be full payment for removal and salvage (as specified in the plans) to the Lakehaven Water & Sewer District as specified. No measurement or payment will be made for the items to be salvaged that are lost, or damaged by the Contractor's operations. 2 -03 ROADWAY EXCAVATION AND EMBANKMENT 2- 03.3(10) Selected Material (Special Provision) Section 2- 03.3(10) is supplemented with the following: Selected Material shall be Gravel Borrow conforming to Section 9- 03.14(1) or suitable native material at the sole discretion of the Engineer. Native material meeting the requirements of Section 9- 03.14(3) for Common Borrow may be considered for re -use on the project. 2- 03.3(14)C Compacting Earth Embankments (Special Provision) Change this section as follows under heading "Moisture Content" : ( * * * * * *) The moisture ccntent shall not vary more than 1 percent wet to 3 percent dry of optimum as determined by the tests described in Section 2- 03.3(14)D. 2- 03.3(14)D Compaction and Moisture Control Tests (Special Provision) Change this section as follows under heading item 1. : ( * * * * * *) Materials with less than 30 percent by weight retained on the U.S. No. 4 sieve shall be determined using FOP for AASHTO T180, Method D. 2- 03.3(14)E Unsuitable Foundation Excavation (Special Provision) Section 2- 03.3(14)E is supplemented with the following: ( * * * * * *) All embankments shall be founded on dense, non - yielding granular foundation soil as approved by the engineer. Remove all organic materials and debris, trash, and all other deleterious material prior to beginning construction of new embankments. Proof roll the foundation to verify dense non - yielding conditions. City of Federal Way South 356th Street Improvements Page 81 RFB # 17 -001 January 2017 SPECIAL PROVISIONS 2- 03.3(14)G Backfilling Section 2- 03.3(14)G is supplemented with the following: Remove all water and non - compatible materials from excavations prior to backfilling or attempting to compact embankment soil. Place native soils or provide import Gravel Borrow as required to complete the work. Backfill all embankments in accordance with 2- 03.3(14)C, Compacting Earth Embankments, Method C. 2 -03.4 Measurement (March 13, 1995 WSDOT GSP) Section 2 -03.4 is supplemented with the following: Only one determination of the original ground elevation will be made on this project. Measurement for roadway excavation and embankment will be based on the original ground elevations recorded previous to the award of this contract. Control stakes will be set during construction to provide the Contractor with all essential information for the construction of excavation and embankments. If discrepancies are discovered in the ground elevations, which will materially affect the quantities of earthwork, the original computations of earthwork quantities will be adjusted accordingly. Earthwork quantities will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method or by the finite element analysis method utilizing digital terrain modeling techniques. Copies of the ground cross - section notes will be available for the bidder's inspection, before the opening of bids, at the City of Federal Way and Project Engineer's office. Upon award of the contract, copies of the original ground cross - sections will be furnished to the successful bidder on request to the Project Engineer. Section 2 -03.4 is supplemented with the following: ( * * * * * *) Roadway Excavation shall not be measured for payment for the removal of "Temporary Pavement" to required subgrade depth per the provisions of 5- 04.3(22) herein. "Gravel Borrow for Trench Backfill Incl. Haul" shall be measured and paid when backfilling subsequent to Structure Excavation Class B for Bid Schedule A work only. Backfill for Bid Schedules B thru D shall be measured and paid under the items indicated in the Proposal. Gravel backfill subsequent to the removal of structures and obstructions shall be measured and paid under the "Gravel Borrow for Trench Backfill Incl. Haul" bid item. City of Federal Way South 356th Street Improvements Page 82 RFB # 17 -001 January 2017 SPECIAL PROVISIONS 0 2 -03.5 Payment (Special Provision) Section 2 -03.5 is supplemented with the following: • Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Gravel Borrow Incl. Haul ", per ton. "Gravel Borrow for Trench Backfill Incl. Haul ", per ton. "Roadway Excavation Incl. Haul ", per cubic yard. "Unsuitable Foundation Excavation Incl. Haul ", per cubic yard. (March 13, 1995 WSDOT GSP) Section 2 -03.5 is supplemented with the following: All costs in connection with the preparation of waste sites and waste deposits shall be included in the Mobilization. 2 -09 STRUCTURE EXCAVATION 2 -09.3 Construction Requirements 2- 09.3(2) Classification of Structure Excavation (Special Provision) Section 2- 09.3(2) is supplemented with the following: ( * * * * * *) 3: Class B for Undergrounding Overhead Utilities. Excavation and backfilling required for undergrounding of overhead utilities including trench excavations for utility conduit, utility vaults and utility handholes. 2- 09.3(3)B Excavation Using Open Pits- Extra Excavation (Special Provision) Section 2- 09.3(3) B is supplemented with the following: ( * * * * * *) Extra excavation for the construction portions of the structural earth walls will not be permitted at the following locations: City of Federal Way South 356th Street Improvements Page 83 RFB # 17 -001 January 2017 SPECIAL PROVISIONS • Wall 1 — the area behind wall 1 is a berm supporting a stormwater pond. Contractor shall provide shoring as required to maintain the integrity of the berm during wall construction. • Wall 3 — Contractor shall provide shoring as /if required to protect existing pole and emergency pre - emption device (approx. Sta 206 +50 RT) until new device is installed and operational. • Wall 4 - Contractor shall provide shoring as /if required to protect existing utility pole and (approx. Sta 214 +90 RT) until underground system is energized and operational. Prior to excavation, the Contractor shall design and provide shoring plans for the construction at these locations for the Engineer for review and approval. Shoring shall preserve and protect existing facilities. 2 -09.4 Measurement The second sentence of the eleventh paragraph of Section 2 -09.4 is replaced with the following: Shoring or Extra Excavation Class B will be measured for payment only when structure excavation is four -feet (4') or deeper measured from existing ground surface to the bottom of pipe zone bedding. Shoring or Extra Excavation Class B will measured and paid per square foot based upon the following calculation: Depth: Actual trench depth from existing ground to bottom of pipe zone bedding, only when this dimension is four -feet (4') or greater. Length: Linear foot of trench excavated to a depth of four -feet (4') or greater along the centerline of the structure installed. Depth shall be measured only once, not for both sides of the excavation. Area (sf): Depth x Length Section 2 -09.4 is supplemented with the following: ( * * * * * *) "Structure Excavation Class B Incl. Haul for Structural Earth Walls" shall be measured according to the neat lines shown in the Structural Earth Wall details in the plans. Structure Excavation Class B Incl. Haul for Undergrounding Overhead Utilities shall be measured by the cubic yard. No measurement of material excavated beyond the limits indicated below will be made. City of Federal Way South 356th Street Improvements Page 84 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS (Addendum # 2) "Structure Excavation Class B incl. Haul for Schedule B" shall be measured per the neat line cubic yard to the limits described in Section 7- 09.3(7). If the Contract includes a pay item for grading to remove materials, the upper limit will be the neat lines of the grading section shown in the Plans. For underground utility conduits the limits shall be as follows: Horizontal: Duct Bank Width + Minimum Separation + 6 inches Lower: Three inches below the bottom of the lowest duct bank within the trench. Upper: The top surface of the ground when the structure excavation work begins. A duct bank shall be defined as an array of closely spaced conduits. For vaults and handholes the limits shall be as follows: Horizontal: 18 inches outside the perimeter of the vault or handhole. Lower: 6 inches below the bottom of the vault Upper: The top surface of the ground when the structure excavation begins. Shoring or Extra Excavation Cl. A will not be measured. 2 -09.5 Payment Paragraphs nine, ten, and eleven of Section 2 -09.5 are replaced with the following: ( * * * * * *) Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Shoring or Extra Excavation Class B ", per linear foot of trench excavated to a depth of 4 feet or more. The unit contract price per linear foot shall be full pay for all excavation, backfill, compaction, and other work required when extra excavation is used in lieu of constructing shoring. If select backfill material is required for backfilling within the limits of the structure excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. "Controlled Density Fill ", per cubic yard placed. Section 2 -09.5 is supplemented with the following: ( * * * * * *) Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: City of Federal Way South 3561h Street Improvements Page 85 RFB # 17 -001 January 2017 SPECIAL PROVISIONS All costs for "Structure Excavation Class B ", except for "Shoring or Extra Excavation Class B ", shall be included in the unit contract price for the installation of each type and size of culvert, pipe, structure, or conduit as specified. "Structure Excavation Class B Incl. Haul for Undergrounding Overhead Utilities ", per cubic yard. "Structure Excavation Class B Incl. Haul for Structural Earth Walls ", per cubic yard. "Structure Excavation Class B Incl. Haul for Schedule B," per cubic yard. The unit contract price per cubic yard for Structure Excavation Class B Incl. Haul for Undergrounding Overhead Utilities, Structural Earth Walls, or Schedule B shall be full pay for all labor, materials, tools, equipment required to sawcut, excavate, dewater, backfill with native materials, and compact trenches for installation of utility conduits, utility vaults, utility handholes, and water mains and appurtenances. Sawcutting, removing of surfacing and paving within the limits of structure excavation will be included in the unit price of "Structure Excavation Class B Incl. Haul for Undergrounding Overhead Utilities ". "Shoring or Extra Excavation for Structural Earth Walls" per Lump Sum. The lump sum payment for the Shoring or Extra Excavation for Structural Earth Walls shall full pay for furnishing all labor, tools, equipment, and materials necessary to design and submit the Shoring Plan, construct, maintain, and remove the shoring systems as specified. (Addendum# 2) "Shoring or Extra Excavation Class B for Water Main ", per linear foot of trench excavated to a depth of 4 feet or more in accordance with the description for Shoring or Extra Excavation Class B in Section 2 -09.4. The unit contract price per linear foot shall be full pay for all excavation, backfill, compaction, and other work required when extra excavation is used in lieu of constructing shoring. If select backfill material is required for backfilling within the limits of the structure excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. This bid item is applicable to water main and hydrant assembly installation only. Trench protection for removal of water facilities, service line installation, manhole adjustments, and other work in Schedule B shall be included in the lump sum price for `Trench Safety System' in accordance with Section 7- 09. City of Federal Way South 356th Street Improvements END OF DIVISION 2 Page 86 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS DIVISION 3: PRODUCTION FROM QUARRY AND PIT SITES AND STOCKPILING 3 -01 PRODUCTION FROM QUARRY AND PIT SITES 3 -01.2 Material Sources, General Requirements (March 13, 1995 WSDOT GSP) Section 3 -01.2 is supplemented with the following: Permits for Pit Operations in King County The Contractor is advised that King County may require the Contractor to meet any or all of the following listed conditions before considering issuance of a temporary permit for pit operations within King County: 1. Security fences and locking gates shall be installed where deemed necessary by the King County Department of Building. Cable or wire gates are not acceptable. 2. Hours of operation shall be limited to: 7:00 a.m. to 7:00 p.m. 3. Access roads shall be improved and maintained to the satisfaction of the King County Department of Public Works. A haul road agreement for County road maintenance may be required. All roads shall be swept, washed, or both, by the Contractor at the Contractor's expense as often as the Department of Building deems necessary. Property shall have functional access to an arterial level street. 4. All operations will have to be approved by King County Flood Control for drainage plans, Washington State Department of Ecology, and Puget Sound Air Pollution Control Authority. Those properties near or adjacent to any water body shall have written approval from the State of Washington Department of Fish and Wildlife. The Contractor shall obtain a mining reclamation permit from the State of Washington Department of Natural Resources for sites of over three acres in size of disturbed land or resulting in pit walls more than thirty feet high and steeper than one to one slope. 5. No stockpiling of foreign excavated material is permitted on the site except for those materials to be used in the land rehabilitation of the subject property. 6. No signs other than signs required by Chapter 24.42, King County Zoning Code are authorized as a result of the temporary permit. 7. Plans required: City of Federal Way South 356'h Street Improvements Page 87 RFB # 17 -001 January 2017 SPECIAL PROVISIONS a. Scale of Plot Plans Site Size: less than 10 acres 10 to 100 acres over 100 acres b. Contours 1 inch = 50 feet 1 inch = 100 feet 1 inch = 200 feet Show existing and proposed contours at 5 -foot intervals. If existing and proposed contours are superimposed upon one another it must be clear as to which is which. Plans which incorporate a screening process may be required by the County to distinguish said contours. Finished contours must show how the property can be used under the existing zoning. Plans showing daylighting of property to road grade or below with high 2:1 slope walls will no longer be permitted within the R, S, or G zones. The plans must contain large terraces which will permit the lot sizes and roads that are permitted within the zone. c. Sections Show a minimum of two sections in each direction. d. Maximum Slope Cuts shall not be steeper in slope than two horizontal to one vertical unless the owner furnishes a soils engineering or an engi -leering geology report certifying that the site has been investigated and indicating that the proposed deviation will not endanger any private property or result in the deposition of debris on any public way or interfere with any existing drainage course. e. Fill Slopes No fill shall be made which creates an exposed surface steeper in slope than two horizontal to one vertical. f. Benches on Slopes There shall be a 10 foot wide bench sloped into the hillside for every 50 feet in height. g. Setbacks Material and vegetation shall be left in its natural state: 50 feet from any FP, A, G, S, or R zoned property; 20 foot setback which includes a 6 foot high planted berm along any public right -of -way; 20 feet from M, B, or CG zoned property; 10 feet from QM or FR zoned property. Plans shall show type of vegetation existing within the buffer zones. City of Federal Way South 356th Street Improvements Page 88 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS h. Drainage All drainage facilities shall be designed to carry surface waters to the nearest practical street, storm drain, or natural water- course. Adequate provision shall be made to prevent any surface waters from damaging the face of an excavation or fill. All slopes shall be protected from surface water runoff from above by berms or swales. The Contractor is further advised that King County may require conditions which are in addition to the foregoing list and that the County may reject permit applications at its discretion because of the proposed operations proximity to schools, residential neighborhoods, hospitals, arterials, or for other environmental conditions. When there are discrepancies between the requirements of the State and the County the more stringent specifications shall apply. Should the Contractor fail to comply with any requirements of a temporary permit obtained in the Contracting Agency's name, the Contracting Agency will take the necessary action to meet these requirements and any costs incurred by the Contracting Agency will be deducted from monies due or to become due the Contractor. City of Federal Way South 356th Street Improvements END OF DIVISION 3 Page 89 RFB # 17 -001 January 2017 SPECIAL PROVISIONS DIVISION 4: BASES 4 -04 BALLAST AND CRUSHED SURFACING 4 -04.1 Description (Special Provision) Section 4 -04.1 is supplemented with the following: ( * * * * * *) Crushed Surfacing shall be placed where shown in the Plans, as a base for sidewalks, driveways, and pavement, at existing driveways to provide temporary access, as backfill for unsuitable foundation excavation at mailbox supports, or for any other purposes deemed necessary by the Engineer. 4 -04.3 Construction Requirements 4- 04.3(4) Placing and Spreading (Special Provision) Item 2 of Section 4- 04.3(3) and Section 4- 04(4), is replaced with the following: ( * * * * * *) 2. Road Mix Method. The road mix method of mixing surfacing material will not be allowed. 4 -04.5 Payment (Special Provision) Section 4 -04.5 is supplemented with the following: ( * * * * * *) Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Crushed Surfacing Base Course ", per ton. The unit contract price per ton for "Crushed Surfacing Base Course" shall also include compacting, and removing and hauling to waste when required by the Engineer. City of Federal Way South 356`h Street Improvements END OF DIVISION 4 Page 90 RFB # 17 -001 January 2017 • • SPECIAL PROVISIONS DIVISION 5:SURFACE TREATMENTS AND PAVEMENTS 5 -04 HOT MIX ASPHALT 5 -04.1 Description Section 5 -04.1 is supplemented with the following: ( * * * * * *) Asphalt concrete pavement shall be used at the following locations on the project: 1. HMA CI 1 ", PG 64 -22 and HMA CI 1/2 ", PG 64 -22: For all asphalt concrete roadway construction, prelevel, overlay, and reconstruction per the Typical Roadway section details on the Plans. 2. Commercial HMA: For all asphalt concrete construction or reconstruction behind back of curb where such construction is shown on the Plans or directed by the Engineer. 3. Temporary Pavement: For all temporary asphalt concrete construction and patching as directed by the Engineer. 5 -04.3 Construction Requirements 5- 04.3(5)A Preparation Of Existing Surfaces Section 5- 04.3(5)A is supplemented with the following: ( * * * * * *) In accordance with Section 1- 07.15(1) Spill Prevention, Control and Countermeasures Plan (SPCC), as part of the SPCC the Contractor shall address the mitigating measures to be taken in the event that the paving operation is suspended or terminated prior to the asphalt for tack coat being fully covered. 5- 04.3(7)A2 Statistical or Nonstatistical Evaluation Delete this section and replace it with the following: 5- 04.3(7)A2 Nonstatistical Evaluation (January 16, 2014 APWA GSP) Mix designs for HMA accepted by Nonstatistical evaluation shall; • Be submitted to the Project Engineer on WSDOT Form 350 -042 • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9- 03.8(2) and 9- 03.8(6). • Have anti -strip requirements, if any, for the proposed mix design determined in accordance with WSDOT Test Method T 718 or based on historic anti -strip and aggregate source City of Federal Way South 356'h Street Improvements Page 91 RFB # 17 -001 January 2017 SPECIAL PROVISIONS compatibility from WSDOT lab testing. Anti -strip evaluation of HMA mix designs utilized that include RAP will be completed without the inclusion of the RAP. At or prior to the preconstruction meeting, the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The proposed mix design indicated on a WSDOT mix design /anti -strip report that is within one year of the approval date • The proposed HMA mix design submittal (Form 350 -042) with the seal and certification (stamp & signature) of a valid licensed Washington State Professional Engineer. • The proposed mix design by a qualified City or County laboratory mix design report that is within one year of the approval date. The mix design will be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L -A -B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO Material Reference Laboratory (AMRL) program. At the discretion of the Engineer, agencies may accept mix designs verified beyond the one year verification period with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. 5- 04.3(8)A1 General (January 16, 2014 APWA GSP) Delete this section and replace it with the following: Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Project Engineer and must be made in accordance with Section 9- 03.8(7). Commercial evaluation may be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. Commercial HMA can be accepted by a contractor certificate of compliance letter stating the material meets the HMA requirements defined in the contract. 5- 04.3(8)A4 Definition of Sampling Lot and Sublot (January 16, 2014 APWA GSP) Section 5- 04.3(8)A4 is supplemented with the following: City of Federal Way South 356`h Street Improvements Page 92 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS For HMA in a structural application, sampling and testing for total project quantities less than 400 tons is at the discretion of the engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed: If test results are found to be within specification requirements, additional testing will be at the engineers discretion. ii. If test results are found not to be within specification requirements, additional testing as needed to determine a CPF shall be performed. 5- 04.3(8)A5 Test Results (January 16, 2014 APWA GSP) The first paragraph of this section is deleted. 5- 04.3(8)A6 Test Methods (January 16, 2014 APWA GSP) Delete this section and replace it with the following: Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If tested, compliance of Va will be use WSDOT Standard Operating Procedure SOP 731. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by WAQTC FOP for AASHTO T 27/T 11. 5- 04.3(12) Joints (January 5, 2004 WSDOT GSP) Section 5- 04.3(12) is supplemented with the following: HMA utilized in the construction of joint wedges shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source or by raking the joint on the roadway, to the satisfaction of the Engineer. 5- 04.3(13) Surface Smoothness (January 5, 2004 WSDOT GSP) The second sentence of Section 5- 04.3(13) is revised to read: The completed surface of the wearing course shall not vary more than 1/4 inch from the lower edge of a 10 -foot straightedge placed on the surface parallel to centerline. 5- 04.3(14) Planing Bituminous Pavement (January 5, 2004 WSDOT GSP) Section 5- 04.3(14) is supplemented with the following: The Contractor shall perform the planing operations no more than ' three (3) * ** calendar days ahead of the time the planed area is to be paved with HMA, unless otherwise allowed by the Engineer in writing. City of Federal Way South 356'h Street Improvements Page 93 RFB # 17 -001 January 2017 SPECIAL PROVISIONS (August 3, 2009 WSDOT GSP) Section 5- 04.3(14) is supplemented with the following: Beveled Edge Planing A beveled edge shall be constructed in areas that will not be paved during the same work shift. The Contractor shall use a beveled cutter on the mandrel of the planing equipment, or other approved method(s), to eliminate the vertical edge(s). The beveled edge(s) shall be constructed at a 4:1 slope. Section 5- 04.3(14) is supplemented with the following: Equipment For traveled lane areas, the Contractor shall use asphalt concrete planing equipment with a Triple Wrap Head or an approved equal. The milling head shall be a minimum 72 inches in width, with a maximum tooth spacing of 5/8 inch or as approved by the Engineer. Transverse Joints The full depth end of each lane of planing shall be squared off to form a uniform transverse joint. The Contractor shall construct and maintain a temporary HMA wedge in accordance with Section 5- 04.3(12) across the entire width of the transverse edge when traffic is allowed on the planed surface prior to paving. The wedge shall be constructed before opening the lane to traffic. The Contractor shall remove the wedge immediately prior to paving. 5- 04.3(16) Weather Limitations (August 3, 2009 WSDOT GSP) The first sentence of Section 5- 04.3(16) is revised to read: HMA for wearing course shall not be placed on any traveled way from * ** October 15 * ** and through March 31st of the following year without written approval from the Engineer. Add the following New Section: 5- 04.3(22) Temporary Pavement ( * * * * * *) Temporary pavement is required to open areas to traffic during construction. These areas include the voids created by the removal of existing traffic islands and curbing, paving over excavated roadway and utility trenches to provide paved access to private properties, and ramps for property access during cement concrete approach construction. Temporary pavement shall be hot mix asphalt concrete pavement. All temporary paving shall be placed with a minimum thickness of 2 inches. All temporary paving shall be approved by the Engineer before placement. Any areas of temporary pavement to be removed and replaced shall be approved by the Engineer before placement. This work shall also include the removal of the temporary pavement prior to paving of final asphalt concrete pavement. City of Federal Way South 356`h Street Improvements Page 94 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS Temporary Pavement, Hot mix asphalt will be used for any trench restoration within the traveled way. Whether temporary or permanent, saw cut and treat edges with CSS -1 asphalt emulsion and apply a minimum 3 -inch pavement depth or match existing, whichever is greater. Also, fill voids created by the removal of existing traffic islands and curbing, paving over excavated roadway to temporary access to adjacent properties, and ramps for property access during concrete approach construction. Temporary Pavement, cold mix asphalt is allowed for any temporary paving outside the traveled way. The cold mix shall be approved by the Engineer and placed in a 2 -inch minimum thickness. Placement of temporary pavement without prior approval of the Engineer shall be considered as a benefit of the Contractor and no cost to the owner. Any areas of temporary pavement to be removed and replaced require prior approval by the Engineer. This work shall include the removal of the temporary pavement prior to paving of final asphalt concrete pavement. The Contractor shall excavate and remove temporary pavement to the required subgrade depth to construct and install the proposed pavement section. Excavation and removal of temporary pavement, to subgrade depth, shall be considered included in the unit cost for "Temporary Pavement." 5 -04.4 Measurement Section 5 -04.4 is supplemented with the following: Temporary Pavement will be measured by the ton of material actually placed, with no deduction being made for the weight of liquid asphalt, blending sand, mineral filler, or any other component of the mixture. Temporary Pavement is defined as pavement placed and subsequently removed prior to the final hot mix asphalt and base course required by the typical sections on the Plans. 5 -04.5 Payment Section 5 -04.5 is supplemented with the following: (* * * * * *) Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Temporary Pavement ", per ton. Included in the cost per ton for "Temporary Pavement" shall be placement & compaction of hot mix asphalt, cold mix asphalt, roadway excavation to proposed subgrade depths and disposal of temporary pavement. "HMA Cl. 1/2" PG 64 -22 ", per ton. "HMA for Preleveling Cl. 1/2" PG 64 -22 ", per ton. "HMA Cl. 1" PG 64 -22 ", per ton. "Commercial HMA PG 64 -22 ", per ton. City of Federal Way South 356th Street Improvements Page 95 RFB # 17 -001 January 2017 SPECIAL PROVISIONS "Planing Bituminous Pavement ", per square yard. 5 -05 CEMENT CONCRETE PAVEMENT 5 -05.5 Payment Section 5 -05.5 is supplemented as follows: ( * * * * * *) Payment will be made in accordance with Section 1 -04.1, for the following bid item when it is included in the proposal: "Cement Conc. Pavement ", per cubic yard. The unit Contract price per cubic yard for "Cement Conc. Pavement" shall include sawcutting and sealing joints, furnishing and installing tie bars, and installing casting boxouts where necessary or as noted in the Plans. City of Federal Way South 356`h Street Improvements END OF DIVISION 5 Page 96 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS DIVISION 6:STRUCTURES 6 -13 STRUCTURAL EARTH WALLS 6 -13.1 Description Section 6 -13.1 is supplemented with the following: The work also consists of constructing Modular Block Walls in accordance with the details in the plans. Modular block walls are defined as SEW walls constructed of standard unit blocks, less than 4' in height, without geogrid reinforcing. 6 -13.2 Materials Section 6 -13.2 is supplemented with the following: (April 6, 2015 WSDOT GSP) Concrete Block Faced Structural Earth Wall Materials General Materials Concrete Block Acceptability of the blocks will be determined based on the following: 1. Visual inspection. 2. Compressive strength tests, conforming to Section 6- 13.3(4). 3. Water absorption tests, conforming to Section 6- 13.3(4). 4. Manufacturer's Certificate of Compliance in accordance with Section 1 -06.3. 5. Freeze -thaw tests conducted on the lot of blocks produced for use in this project, as specified in Section 6- 13.3(4). 6. Copies of results from tests conducted on the lot of blocks produced for this project by the concrete block fabricator in accordance with the quality control program required by the structural earth wall manufacturer. The blocks shall be considered acceptable regardless of curing age when compressive test results indicate that the compressive strength conforms to the 28- day requirements, and when all other acceptability requirements specified above are met. Testing and inspection of dry cast concrete blocks shall conform to ASTM C 140, and shall include block fabrication plant approval by WSDOT prior to the start of block production for this project. Mortar Mortar shall conform to ASTM C 270, Type S, with an integral water repellent admixture as approved by the Engineer. The amount of admixture shall be as City of Federal Way South 356`^ Street Improvements Page 97 RFB # 17 -001 January 2017 SPECIAL PROVISIONS recommended by the admixture manufacturer. To ensure uniform color, texture, and quality, all mortar mix components shall be obtained from one manufacturer for each component, and from one source and producer for each aggregate. Metallic Soil Reinforcement Reinforcing strips shall be composed of welded wire fabric strips conforming to AASHTO M 55 with wire conforming to AASHTO M 32, and attached to block connector plates conforming to ASTM A 36. Reinforcing strips and block connector plates shall be galvanized after fabrication in accordance with AASHTO M 111. Damage to galvanizing shall be repaired with one coat of paint conforming to Section 9- 08.1(2)B. Geosynthetic Soil Reinforcement Geogrid reinforcement shall conform to Section 9 -33.1, and shall be a product listed in Appendix D of the current WSDOT Qualified Products List (QPL). The values of Tai and Tan as listed in the QPL for the products used shall meet or exceed the values required for the wall manufacturer's reinforcement design as specified in the structural earth wall design calculation and working drawing submittal. The minimum ultimate tensile strength of the geogrid shall be a minimum average roll value (the average test results for any sampled roll in a lot shall meet or exceed the values shown in Appendix D of the current WSDOT QPL). The strength shall be determined in accordance with ASTM D 6637, for multi -rib specimens. The ultraviolet (UV) radiation stability, in accordance with ASTM D 4355, shall be a minimum of 70 percent strength retained after 500 hours in the weatherometer. The longitudinal (i.e., in the direction of loading) and transverse (i.e., parallel to the wall or slope face) ribs that make up the geogrid shall be perpendicular to one another. The maximum deviation of the cross -rib from being perpendicular to the longitudinal rib (skew) shall be no more than 1 inch in 5 feet of geogrid width. The maximum deviation of the cross -rib at any point from a line perpendicular to the longitudinal ribs located at the cross -rib (bow) shall be 0.5 inches. The gap between the connector and the bearing surface of the connector tab cross - rib shall not exceed 0.5 inches. A maximum of 10 percent of connector tabs may have a gap between 0.3 inches and 0.5 inches. Gaps in the remaining connector tabs shall not exceed 0.3 inches. The Engineer will take random samples of the geogrid materials at the job site. Approval of the geogrid materials will be based on testing of samples from each lot. A "lot" shall be defined as all geogrid rolls sent to the project site produced by the same manufacturer during a continuous period of production at the same manufacturing plant having the same product name. The Contracting Agency will require 14 calendar days maximum for testing the samples after their arrival at the WSDOT Materials Laboratory in Tumwater, WA. The geogrid samples will be tested for conformance to the specified material properties. If the test results indicate that the geogrid lot does not meet the specified City of Federal Way South 356`h Street Improvements Page 98 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS properties, the roll or rolls which were sampled will be rejected. Two additional rolls for each roll tested which failed from the lot previously tested will then be selected at random by the Engineer for sampling and retesting. If the retesting shows that any of the additional rolls tested do not meet the specified properties, the entire lot will be rejected. If the test results from all the rolls retested meet the specified properties, the entire lot minus the roll(s) which failed will be accepted. All geogrid materials which have defects, deterioration, or damage, as determined by the Engineer, will be rejected. All rejected geogrid materials shall be replaced at no expense to the Contracting Agency. Except as otherwise noted, geogrid identification, storage and handling shall conform to the requirements specified in Section 2 -12.2. The geogrid materials shall not be exposed to temperatures less than —20F and greater than 122F. Drainage Geosynthetic Fabric Drainage geosynthetic fabric shall be a non -woven geosynthetic conforming to the requirements in Section 9 -33.1, for Construction Geotextile for Underground Drainage, Moderate Survivability, Class B. Proprietary Materials Allan Block Wall Wall backfill material placed in the open cells of the precast concrete blocks and placed in the one to three foot zone immediately behind the precast concrete blocks shall be crushed granular material conforming to Section 9- 03.9(3). KeySystem I Wall Block alignment pins shall be fiberglass conforming to the requirements of Keystone Retaining Wall Systems, Inc. Block connector pins shall conform to AASHTO M 32, and shall be galvanized after fabrication in accordance with AASHTO M 111. Landmark Retaining Wall Lock bars shall be made of a rigid polyvinyl chloride polymer conforming to the following requirements: Property Value Specification ASTM D 792 Specific Gravity 1.4 minimum Tensile Strength at yield 2,700 psi minimum ASTM D 638 Lock bars shall remain sealed in their shipping containers until placement into the wall. Lock bars exposed to direct sunlight for a period exceeding two months shall not be used for construction of the wall. City of Federal Way South 356th Street Improvements Page 99 RFB # 17 -001 January 2017 SPECIAL PROVISIONS Mesa Wall Block connectors for block courses with geogrid reinforcement shall be glass fiber reinforced high- density polypropylene conforming to the following minimum material specifications: Property Polypropylene Fiberglass Content Carbon Black Specific Gravity Tensile Strength at yield Melt Flow Rate Specification ASTM D 4101 Group 1 Class 1 Grade 2 ASTM D 2584 ASTM D 4218 STM D 792 ASTM D 638 ASTM D 1238 Value 73 ± 2 percent 25 ± 3 percent 2 percent minimum 1.08 ± 0.04 8,700 ± 1,450 psi 0.37 ± 0.16 oz. /10 min. Block connectors for block courses without geogrid reinforcement shall be glass fiber reinforced high- density polyethylene (HDPE) conforming to the following minimum material specifications: Property HDPE Fiberglass Content Carbon Black Specific Gravity Tensile Strength at yield Melt Flow Rate Specification ASTM D 1248 Type III Class A Grade 5 ASTM D 2584 ASTM D 4218 ASTM D 792 ASTM D 638 Value 68 ± 3 percent 30 ± 3 percent 2 percent minimum 1.16 ± 0.06 8,700 ± 725 psi ASTM D 1238 0.11 ± 0.07 oz. /10 min. Section 6 -13.2 is supplemented with the following: Backfill for Structural Earth Walls shall meet the requirements of Section 9- 03.14(4). UNIT FILL Unit Fill shall consist of clean 1" minus crushed stone meeting the following gradation tested in accordance with ASTM D -422. The percent fracture requirement shall be 75% minimum. The fracture requirement shall be at least one fractured face and will apply to combined aggregate retained on the U.S. No. 4 sieve in accordance with FOP for AASHTO PT 61. Sieve Size Percent Passing 1 inch 3/4 inch No. 4 No. 50 City of Federal Way South 356`" Street Improvements 100 75 -100 0 -10 0 -5 Page 100 RFB # 17 -001 January 2017 SPECIAL PROVISIONS A minimum of one (1) cubic foot of Unit Fill shall be used for each square foot of wall face. Unit fill shall be placed within cores of, between, and behind units to meet this requirement. 6 -13.3 Construction Requirements Section 6 -13.3 is supplemented with the following: If an alternate wall system is proposed by the Contractor and accepted by the Engineer, the Contractor shall be responsible for identifying the limits of excavation for the proposed wall substitution. All costs associated with the expanded excavation limits, including but not limited to shoring for maintenance of driveways, roadway, business signs, luminaires, building foundations, backfill of the expanded excavation area, and restoration shall be included in the unit price for Modular Block Wall or Structural Earth Wall. Only one style of precast concrete block shall be allowed on the project. Once approved, all precast concrete blocks shall be of the same manufacture and style for all modular block and structural earth walls. Contractor shall complete wall terminations using finished face units such that no unfinished edges of block units are visible. This may be accomplished by stepping the wall down to below finish grade with finished face units or creating a small return into the existing grade. These termination features will be measured and paid per square foot at the unit price bid for Structural Earth Wall or Modular Block Wall as applicable. 6 -13.3 Construction Requirements (April 6, 2015 WSDOT GSP) Concrete Block Faced Structural Earth Wall Concrete block faced structural earth walls shall be constructed of only one of the following wall systems. The Contractor shall make arrangements to purchase the concrete blocks, soil reinforcement, attachment devices, joint filler, and all necessary incidentals from the source identified with each wall system: Allan Block Wall Allan Block Wall is a registered trademark of the Allan Block Corporation Allan Block Corporation 7424 W 78th Street Bloomington, MN 55439 (800) 899 -5309 FAX (952) 835 -0013 www.allanblock.com Mesa Wall Mesa Wall is a registered trademark of Tensar Corporation Tensar Corporation 2500 Northwinds Parkway Suite 500 Atlanta, GA 30009 City of Federal Way South 356'h Street Improvements Page 101 RFB # 17 -001 January 2017 SPECIAL PROVISIONS (770) 334 -2090 FAX (678) 281 -8546 www.tensarcorp.com Landmark Retaining Wall System Landmark Retaining Wall System is a registered trademark of Anchor Wall Systems, Inc. Anchor Wall Systems, Inc. 5959 Baker Road, Suite 390 Minnetonka, MN 55345 -5996 (877) 295 -5415 FAX (952) 979 -8454 www.anchorwall.com KeySystem I Wall KeySystem I is a registered trademark of Keystone Retaining Wall Systems, Inc. Keystone Retaining Wall Systems, Inc. 4444 West 78th Street Minneapolis, MN 55435 (952) 897 -1040 FAX (952) 897 -3858 www.keystonewalls.com 6- 13.3(2) Submittals Section 6- 13.3(2) is supplemented with the following: (January 3, 2011 WSDOT GSP) The following geotechnical design parameters shall be used for the design of the structural earth wall(s): Wall Name or No.: All Walls Soil Properties Unit Weight (pcf) Friction Angle (deg) Cohesion (psf) Wall Backfill Retained Soil Foundation Soil Cut /Fill Cut /Fill 130 125/125 125/125 36 30/33 30/33 0 0 0 For the Service Limit State, the wall shall be designed to accommodate a differential settlement of * ** 1/2 inch * ** per 100 feet of wall length. City of Federal Way South 356'h Street Improvements Page 102 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS For the Extreme Event I Limit State, the wall shall be designed for a horizontal seismic acceleration coefficient kh of * ** 0.41 * ** g and a vertical seismic acceleration coefficient k, of * ** $$0$$ * ** g. 6- 13.3(5) Precast Concrete Facing Panel and Concrete Block Erection Section 6- 13.3(5) is supplemented with the following: (April 2, 2012 WSDOT GSP) Specific Erection Requirements for Precast Concrete Block Faced Structural Earth Walls Landmark Retaining Wall When placing each course of concrete blocks, the Contractor shall pull the blocks towards the front face of the wall until the male key of the bottom face of the upper block contacts and fits into the female key of the top face of the supporting block below. A maximum gap of 1/8 -inch is allowed between adjacent concrete blocks, except for the base course set of concrete blocks placed on the leveling pad. A maximum gap of 1 -inch is allowed between adjacent base course concrete blocks, provided geosynthetic reinforcement for drains is in place over the gap at the back face of the concrete blocks. Lock bars shall be installed in the female key of the top face of all concrete block courses receiving geogrid reinforcement. Gaps between adjacent'ock bars in the key shall not exceed 3- inches. The lock bar shall be installed flat side up, with the angled side to the back of the concrete block, as shown in the shop drawings. Geogrid reinforcement shall be placed and connected to concrete block courses specified to receive soil reinforcement. The leading edge of the geogrid reinforcement shall be maintained within 1 -inch of the front face of the supporting concrete blocks below. Geogrid panels shall be abutted for 100 percent backfill coverage with less than a 4 -inch gap between adjacent panels. Backfill shall be placed and compacted level with the top of each course of concrete blocks, and geogrid reinforcement placed and connected to concrete block courses specified to receive soil reinforcement, before the Contractor may continue placing the next course of concrete blocks. Mesa Wall For all concrete block courses receiving geogrid reinforcement, the fingers of the block connectors shall engage the geogrid reinforcement apertures, both in the connector slot in the block, and across the block core. For all concrete block courses with intermittent geogrid coverage, a #3 steel reinforcing bar shall be placed, butt end to butt end, in the top block groove, with the butt ends being placed at a center of a concrete block. 6 -13.4 Measurement Section 6 -13.4 is supplemented with the following: ( * * * * * *) City of Federal Way South 356th Street Improvements Page 103 RFB # 17 -001 January 2017 SPECIAL PROVISIONS The modular block wall will be measured by the square foot of completed wall in place. The vertical limits for measurement are from the top of the base leveling pad (or bottom of wall if no base leveling pad is present) to the top of the top course of blocks of the exposed finished face. The horizontal limits for measurement are from the end of wall to the end of wall along the length of the exposed finished face. Unit Fill will not be measured for payment. 6 -13.5 Payment Section 6 -13.5 is supplemented with the following: ( * * * * * *) Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Structural Earth Wall ", per square foot "Modular Block Wall ", per square foot The unit contract price per square foot for Modular Block Wall shall be full compensation for the complete construction of the retaining wall as shown in the Plans. This includes all other items as may be required to complete the work as specified including but not limited to modular block units, shoring, unit fill, shear connectors, cap units, base leveling pad, backfill, haul and underdrain. The unit contract price per square foot for the Structural Earth Wall shall be full compensation for the complete construction of the retaining wall as shown in the Plans. This includes all other items as may be required to complete the work as specified including but not limited to modular block units, unit fill, shear connectors, cap units, base leveling pad, and underdrain. See Section 2 -09 for shoring requirements. "Backfill for Structural Earth Wall Incl. Haul ", per cubic yard. 6 -16 SOLDIER PILE AND SOLDIER PILE TIEBACK WALLS 6 -16.3 Construction Requirements (Special Provision) 6- 16.3(3) Shaft Excavation Section 6- 16.3(3) is supplemented with the following Groundwater was generally observed in the geotechnical explorations completed for this project. Perched groundwater may be encountered within the areas of shaft excavation and deeper excavations may encounter groundwater. The contractor should be prepared to handle groundwater seepage into the drilled shaft during excavation and subsequent backfill operations. Such measures shall be included in the unit price bid for Shaft — 30 -inch diameter. City of Federal Way South 3561h Street Improvements Page 104 RFB # 17 -001 January 2017 SPECIAL PROVISIONS 6- 16.3(8) Concrete fascia panel (Special Provision) Section 6- 16.3(8) is supplemented with the following: The Contractor shall construct cement concrete fascia as detailed in the Plans utilizing a formliner in accordance with Section 6 -02 of these Special Provisions. Contractor shall apply a solvent -based sealer with matte finish, per the manufacturer's directions, to the entire concrete fascia. Anti - graffiti coating shall be a non - sacrificial, clear, UV stable, anti - graffiti sealer suitable for vertical and horizontal concrete and rough stone surfaces and shall have the following characteristics: Meet or exceeding ASTM D6578 Graffiti test Non - reactive, zero VOC, AQMD and CARB compliant Allow moisture vapor to escape while not allowing moisture to penetrate Contractor shall submit product data and manufacturer for Anti - graffiti Coating to the Engineer for approval at least 14 calendar days prior to beginning construction of the Concrete Fascia Panels. 6 -16.5 Payment (Special Provision) Section 6 -16.5 is supplemented with the following: "Shaft - 30 Inch Diameter," per linear foot "Furnishing Soldier Pile — W14x48 Wide Flange Beams," per linear foot "Timber Lagging," per square foot "Prefabricated Drainage Mat," per square yard "Concrete Fascia Panel ", per square foot. All costs in connection with constructing the concrete fascia panels as specified shall be included in the unit Contract price per square foot for "Concrete Fascia Panel ", including all steel reinforcing bars, premolded joint filler, polyethylene bond breaker strip, joint sealant, underdrain pipe and connection to drain pipe, exterior surface finish, pigmented sealer, formliner, and anti - graffiti coating. "Removing Soldier Pile Shaft Obstructions ", estimated. City of Federal Way South 356`h Street Improvements Page 105 RFB # 17 -001 January 2017 SPECIAL PROVISIONS Payment for removing obstructions, as defined in Sections 6- 16.3(3), will be made for the changes in shaft construction methods necessary to remove the obstruction. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the equipment and employees utilized, and the number of hours involved for each. Once these cost items and their duration have been agreed upon, the payment amount will be determined using the rate and markup methods specified in Section 1 -09.6. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for the item "Removing Soldier Pile Shaft Obstructions" in the bid proposal to become a part of the total bid by the Contractor. If the shaft construction equipment is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the project, then standby payment for the idled equipment will be added to the payment calculations. If labor is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the project, then all labor costs resulting from Contractor labor agreements and established Contractor policies will be added to the payment calculations. The Contractor shall perform the amount of obstruction work estimated by the Contracting Agency within the original time of the contract. The Engineer will consider a time adjustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided: 1. the dollar amount estimated by the Contracting Agency has been exceeded, and 2. the Contractor shows that the obstruction removal work represents a delay to the completion of the project based on the current progress schedule provided in accordance with Section 1 -08.3. City of Federal Way South 356`h Street Improvements END OF DIVISION 6 Page 106 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS DIVISION 7:DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7 -01 DRAINS 7 -01.1 Description (Special Provision) Section 7 -01.1 is supplemented with the following: This work consists of reconnecting existing roof leaders, underdrains and footing drains from adjacent development or buildings to the nearest catch basin or suitable outfall point and connecting stormwater media filters, trench drains and wall drains to the storm drainage system. 7 -01.2 Materials (Special Provision) Section 7 -01.2 is supplemented with the following: The only acceptable material for drain pipe shall be Polyvinyl Chloride (PVC) Drain Pipe Drain Pipe, Couplings, and Fittings, meeting the requirements of ASTM D3034 SDR 35 or Corrugated Polyethylene (PE) Drain Pipe, Couplings and Fittings (up to 10 inch) The only acceptable material for underdrain pipe shall be Perforated Polyvinyl Chloride (PVC) Underdrain Pipe, or Perforated Corrugated Polyethylene (PE) meeting the requriements of the Standard Specifications. 7 -01.4 Measurement (Special Provision) Section 7 -01.4 is supplemented with the following: ( * * * * * *) No specific unit of measurement applies to the bid item "Reconnect Existing Misc. Drainage ". 7 -01.5 Payment (Special Provision) Section 7 -01.5 is supplemented with the following: ( * * * * * *) Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: City of Federal Way South 356th Street Improvements Page 107 RFB # 17 -001 January 2017 SPECIAL PROVISIONS "Drain Pipe 6 In. Diam ", per linear foot. The unit contract price per linear foot of drain pipe of the type and size specified shall be full pay for furnishing all labor, tools, equipment, and materials necessary for its complete installation, including, laying pipe, pipe bedding, backfill (with native material), compaction, connection to new or existing storm sewers or drainage structures, surface restoration, haul and disposal of trench material to be wasted including unsuitable material, and cleaning. "Reconnect Existing Misc. Drainage" shall be paid per force account and shall include all labor, tools, equipment, and materials necessary to re- establish miscellaneous drainage connections from existing roof leaders, underdrains and footing drains to suitable outfall point.. Connections shall be made to the nearest catch basin as indicated on the plans or as approved by the Engineer. 7 -04 STORM SEWERS 7 -04.2 Materials (Special Provision) Section 7 -04.2 is supplemented with the following: Storm sewer used in this project includes reinforced concrete storm sewer pipe and class 50 ductile iron storm sewer pipe as called for in the Contract Plans. Concrete pipe material, gaskets, and couplings shall be in accordance with Section 9 -05.7 of the Standard Specifications and as modified in these special provisions. Class 50 ductile iron storm sewer pipe shall conform to the requirements of 9- 05.13. The Contractor shall require the pipe suppliers to furnish certificates signed by their authorized representatives stating the specifications to which the materials or products were manufactured. Certificates indicating non - conformance with these Specifications shall be sufficient evidence for rejection. Precast concrete materials shall not be shipped until pipe suppliers have provided documentation that materials have been properly cured. Approval of certificates shall be considered only as tentative acceptance of the materials or products, and such action by the Engineer will not relieve the Contractor of its responsibility to perform field tests and to replace or repair faulty materials, equipment, and /or workmanship. 7 -04.3 Construction Requirements (Special Provision) Section 7 -04.3 is supplemented with the following: ( * * * * * *) Pipe Joints: All concrete pipe joints shall be rubber gasketed; except connections made between dissimilar existing and new pipe materials shall be made utilizing WSDOT Standard Plan B- 60.20 -00 connection collar. City of Federal Way South 356th Street Improvements Page 108 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS Backfill and compaction: Water settling will not be permitted. Backfill shall be compacted by mechanical tampers in accordance with Section 2- 03.3(14)C "Method B" of the Standard Specifications. Existing storm sewer facilities: The Contractor shall field verify the location of existing storm sewer facilities. All facilities shown on the plan but not noted for removal shall be protected and remain operational throughout construction. 7- 04.3(1) Cleaning and Testing (Special Provision) Section 7- 04.3(1) is supplemented with the following: Cleaning and testing of storm sewer pipe shall be in accordance with Section 7- 04.3(1) of the Standard Specifications, except as modified herein: Prior to testing, storm sewers will be visually inspected by the Engineer's representative either by external physical observation before backfilling, by physical observation from inside the pipe, or by video inspection methods, at the discretion of the Engineer. The contractor shall provide all necessary video inspection and /or safety equipment, including mechanical ventilation, as requested by the Engineer, with all related costs to be included in the unit bid price of the related item. Any departures from the best construction practices, such as pipe line misalignment, presence of foreign matter in the pipes or catch basins, poor catch basin construction, etc., shall be corrected by the Contractor at the Contractor's own expense. Testing will not be authorized until such corrections have been made to the satisfaction of the Engineer. Should high groundwater conditions be encountered, the completed storm sewers may be required to be infiltration tested. Infiltration testing shall be utilized only when ordered by the Engineer. Add the following New Section: 7- 04.3(2)Coordination with Utility Companies ( * * * * * *) It is anticipated that minor adjustments will need to be made by the utility companies to avoid the proposed storm drainage system. Known relocations not to be performed by the Contractor have been shown on the Plans to be performed "by others ". The Contractor shall identify any additional utility crossings that may conflict with the storm drainage system and notify the Engineer immediately prior to construction in vicinity of conflicts. The Contractor is responsible for coordinating anticipated relocation work with the respective utility companies. This coordination shall include contacting the utility company representative listed in Section 1- 05.14(A) of these Special Provisions at least fifteen (15) working days prior to installing storm drain pipe that may conflict with the utility companies' respective facilities; and coordinating the construction of the storm drainage system with the respective utility construction crews. City of Federal Way South 356th Street Improvements Page 109 RFB # 17 -001 January 2017 SPECIAL PROVISIONS Coordination with utility companies shall be considered incidental to the Contract and no additional compensation will be made. 7 -04.4 Measurement (Special Provision) Section 7 -04.4 is supplemented with the following: "Ductile Iron Storm Sewer Pipe _ In. Diam. ", shall be measured per linear foot. "Class IV Reinf. Conc. Storm Sewer Pipe _ In. Diam. ", shall be measured per linear foot. Excavation, backfill, pipe zone bedding, compaction of the pipe trench backfill (with native material), connections between dissimilar existing and new pipe materials, and testing will not be measured as these items are incidental to the drainage pipe pay items. 7 -04.5 Payment Section 7 -04.5 is supplemented with the following: ( * * * * * *) Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Ductile Iron Storm Sewer Pipe In. Diam ", per linear foot. "Class IV Reinf. Conc. Storm Sewer Pipe _ In. Diem.", per linear foot. The unit contract price per linear foot of storm sewer pipe of the type and size specified shall be full pay for furnishing all labor, tools, equipment, and materials necessary for its complete installation, including, but not limited to, all pavement removal, trench excavation, dewatering (if required), temporary flow bypass, laying pipe, pipe bedding, backfill (with native material), compaction, connection to new or existing storm sewers or drainage structures, surface restoration, haul and disposal of trench material to be wasted including unsuitable material, cleaning and testing costs related to maintaining existing drainage system during construction or to provide temporary drainage systems, and temporary patching hot mix to allow for the passage of traffic. If the Engineer determines that the native material is not satisfactory for trench backfill, Gravel Borrow For Trench Backfill Including Haul shall be used and paid for under Section 2 -03 in these Special Provisions. 7 -05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7 -05.1 Description Section 7 -05.1 is supplemented with the following: City of Federal Way South 356`h Street Improvements Page 110 RFB # 17 -001 January 2017 SPECIAL PROVISIONS In the first paragraph, replace "Standard Plans" with "City of Federal Way Standard Drawings" Type 1 Catch Basins shall be constructed per City of Federal Way Standard Dwg 4 -1. Type 1L Catch Basins shall be constructed per City of Federal Way Standard Dwg 4 -2. Type 2 Catch Basins shall be constructed in accordance with City of Federal Way Standard Dwgs 4 -3 and 4 -4. Where shown on the plans and as detailed, or as designated by the Engineer, the Contractor shall adjust catch basins to grade, install solid cover and frame on existing catch basin, install round solid cover with conversion riser as required on existing catch basins, and install heavy duty hinged -style manhole frame and lids. All lids and frames shall be locking unless shown as non - locking on plans or directed otherwise by the Engineer. Vaned grates and associated frame (Federal Way Dwgs. 4 -6 and 4 -10) shall be used for all catch basins unless noted in the plans or directed otherwise by the Engineer. Storm drain cleanouts shall be provided for retaining wall drainage and connected to the storm drainage system at the locations specified on the plans. The cleanout configuration and connection shall be per the plan detail. Place anti -seize compound on all locking lid bolts prior to the final project punch list inspection. 7 -05.2 Materials Section 7 -05.2 is supplemented with the following: Trench Drain Systems Trench drains channels shall be manufactured from polyester polymer concrete with minimum properties as follows: Compressive strength: 14,000 psi Flexural strength: 4,000 psi Water absorption: 0.07% Frost proof: Yes Salt proof: Yes The nominal clear opening shall be 4 ", with an overall width of 6.3 ". Pre -cast units shall be manufactured with either an invert slope of 0.5% or with neutral invert and have a wall thickness of at least 0.67 ". Each trench unit shall have a partial radius in the trench bottom and an interconnecting end profile. Units shall have horizontal cast in anchoring keys on the outside walls for anchoring in surrounding concrete. The trench drain channel shall have an integral ductile iron edge rail with a minimum thickness of 1/4 ". Grates for trench drains shall have longitudinal opening conforming to ADA standards and shall be manufactured from ductile iron. Ductile iron shall be ASTM 536 -84 — Grade 65- 45 -12. City of Federal Way South 356th Street Improvements Page 111 RFB # 17 -001 January 2017 SPECIAL PROVISIONS In -line catch basin shall be at the downstream end of the trench drain at the pipe connection point. In -line catch basin shall have the same manufacturer as the connecting trench drain and shall have the same grate type. Section 7 -05.2 is supplemented with the following: Heavy -duty hinged style ductile iron frame and cover shall meet the requirements for metal castings found in Section 9 -05.15 of the Standard Specifications and Section 9- 05.15(4) of these Special Provisions. High impact multi - purpose rubber composite adjustment riser: High impact adjustment risers shall be minimum 80% by weight recycled rubber and minimum 10% by volume recycled RFL fiber. Adjustment risers shall be of uniform quality and free from cracks, holes and any other surface defects. Adjustment risers shall be designed for heavy duty street traffic and shall meet or exceed minimum Toad capacity requirements of AASHTO. Manufacturer certification shall be furnished upon request stating that the product meets the requirements of this specification. Risers shall be available in standard thicknesses from 1/2 - inch to 3- inches, available flat or tapered and in round, square and rectangular shapes. 7 -05.3 Construction Requirements Section 7 -05.3 is supplemented with the following: ( * * * * * *) Backfill around catch basins shall be compacted by mechanical tampers in accordance with Section 2- 03.3(14)C "Method B" of the Standard Specifications. Catch basin cover frames shall be installed on precast rings or as directed by the Engineer. All bricks shall be installed with full mortar coverage and shall be plastered to a depth of 3/4 inch on the outer surface. Catch basin covers shall be adjusted to the rim elevations depicted on the storm profile drawings. A locking vaned grate and associated frame shall be installed on manholes and catch basins located where they will accept runoff. Bi- directional locking vaned grates shall be installed at all roadway sag locations and at low points along curb returns. (Reference City of Federal Way Standard Drawings No. 4 -10 for standard vaned grate and 4 -6 for standard frame). All structures not receiving surface runoff shall include round solid locking lids; except rectangular solid locking lids shall be used where indicated on the plans or directed by the Engineer. Catch basins shall include conversion risers to accommodate round lids where indicated in the plans or directed by the Engineer. (Reference City of Federal Way Standard Drawing 4 -18 for Conversion Riser). All structures, new or existing, located within the proposed wheel path shall utilize heavy duty hinged -style round solid locking lids. A standard solid locking manhole cover and associated frame shall be installed on manholes and catch basins where they will not accept concentrated runoff and are not located in the travelled roadway. (Reference City of Federal Way Standard Drawings No. 4 -12 for solid cover and 4 -13 for standard frame.). City of Federal Way South 356th Street Improvements Page 112 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS 7- 05.3(1) Adjusting Manholes Valve Boxes and Catch Basins to Grade Section 7- 05.3(1) is supplemented with the following: ( * * * * * *) Manholes, valve boxes, catch basins, and other structures shall not be adjusted to final grade until the adjacent pavement is completed, at which time the center of each structure shall be carefully relocated from references previously established by the Contractor. The asphalt concrete pavement shall be removed to a neat circular shape for manholes and catch basin conversion risers and a neat rectangular shape for catch basins that collect runoff. The edge of the cut shall be 1.5 feet from the outside edge of the cast iron frame of the structure. The base materials and crushed rock shall be removed to the full depth of adjustment plus 2 inches. The manhole and catch basin frames shall be lifted and reset to the final grade, plumb to the roadway, and shall remain operational and accessible. (Reference City of Federal Way Standard Drawing 3 -55 for Utility Adjustment). The Contractor shall adjust the manholes and catch basins with pre -cast grade rings, and mortar and /or high impact adjustment risers with a maximum 2 -inch thickness where required for heavy -duty frames and covers within the travelled roadway (see Section 7- 05.3(6)). Metal adjustment rings shall not be used. If more than three grade rings are required to adjust a manhole to final grade, including existing grade rings, the Contractor shall remove the existing cone section or top slab, install a pre -cast manhole section of sufficient height to limit the number of grade rings to a maximum of three, and reinstall the cone section or top slab prior to paving operations. Grade adjustment rings and high impact riser installation shall be inspected by the Engineer prior to frame installation. Cover and grate frames shall be securely grouted to the structure. Where existing structures are located within the wheel path of a proposed travel lane, catch basins adjusted to grade shall also include conversion risers and heavy duty locking frames and covers and high- impact risers per Section 7- 05.3(6). Following frame installation, the edges of the removed asphalt pavement and the outer edge of the reset frame shall be painted with asphalt for tack coat. The entire void around the adjustment shall then be be filled with Commercial HMA, placed and compacted in maximum 3- inch lifts, to match the adjacent pavement surface. The joint between the patch and existing pavement shall then be painted with asphalt for tack coat and immediately covered with dry paving sand before the asphalt for tack coat solidifies. See Section 7 -05.3 of these special provisions for ring & cover and frame & grate requirements as applicable to both existing and proposed structures. 7- 05.3(3) Connections to Existing Manholes Section 7- 05.3(3) is supplemented with the following: ( * * * * * *) The requirements of this section shall also apply to connections to existing catch basins. Section 7 -05.3 is supplemented by adding the following Sections: City of Federal Way South 356th Street Improvements Page 113 RFB # 17 -001 January 2017 SPECIAL PROVISIONS 7- 05.3(5) Connection to Existing Pipe ( * * * * * *) The contractor shall connect (or reconnect) existing pipes to the new manholes or catch basins without obstructing flow from upstream locations. 7- 05.3(6) Catch Basin Type 2 with Flow Restrictor Catch basin Type 2 with flow restrictor shall be installed as detailed on the Plans. 7- 05.3(7) Heavy Duty Frame and Cover with High Impact Riser ( * * * * * *) Heavy duty hinged style frame and covers with high- impact adjustment risers, shall be installed in accordance with the requirements of Section 7- 05.3(1) and manufacturer installation instructions, for all solid -lid drainage structures located within the traveled roadway as noted in the plans. Install a rectangular to round conversion riser per Section 7- 05.3(7) of these Special Provisions and City of Federal Way Standard Drawing 4 -18 for existing or proposed Type 1 or Type 1L catch basins where required by the plans. High impact adjustment risers with a maximum 2 -inch thickness shall be used for all heavy -duty frames and covers withir the travelled roadway. 7- 05.3(8) Reconstructing Storm Drainage Structures ( * * * * * *) Reconstruction of existing storm drainage structures shall consist of adjustments to existing Type 2 catch basins that require replacement of the top slab to either (1) install or remove manhole sections below the top slab to adjust the height of the manhole, (2) rotate the top slab to adjust the horizontal location of the access opening, (3) replace the top slab with a new top slab having a different access hole location or shape, or (4) replace an existing debris cage with a standard top slab, as indicated on the Plans. In cases where the reconstruction requires rotating the top slab, a new ladder shall be installed to align with the new access riser. The completed storm drainage structure reconstruction shall result in a drainage structure that conforms to Federal Way Standard Drawing Nos. 4 -03 and 4 -04 for Type 2 catch basins or as detaied on the Plans. If the reconstructed storm drainage structure is located within the traveled roadway, install heavy duty frame and cover with high impact riser in accordance with Section 7- 05.3(6) of these Special Provisions. Final adjustment to grade shall be in accordance with Section 7- 05.3(1) of the Standard Specifications and these Special Provisions. 7- 05.3(9) Relocate Existing Stormwater Treatment Vault ( * * * * * *) Where shown on the Plans, an existing Contech Stormfilter vault shall be relocated to a new location. This work includes disconnecting pipes and removing the existing stormwater City of Federal Way South 356'h Street Improvements Page 114 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS treatment vault, cleaning the unit, and reinstalling where shown on the plans, including new pipe connections. 7 -05.4 Measurement Section 7 -05.4 is supplemented with the following: "Catch Basin Type 1", will be measured per each. "Catch Basin Type 1 L ", will be measured per each. "Catch Basin Type 2, 48 In. Diam. ", will be measured per each. "Catch Basin Type 2, 60 In. Diam with Flow Restrictor ", will be measured per each. "Adjust Existing Storm Drainage Structure ", will be measured per each. "Connection to Existing Drainage Structure ", will be measured per each. "Install Solid Cover on Existing Structure ", will be measured per each. "Reconstruct Drainage Structure ", will be measured per each. "Relocate Existing Stormwater Treatment Vault ", will be measured per each. 7 -05.5 Payment Section 7 -05.5 is supplemented with the following: Controlled Density Fill (CDF), per Special Provision 2- 09.3(1)E, shall be placed where depicted in the plans, and where authorized by the Engineer, as described in these specifications. Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Catch Basin Type 1", per each. "Catch Basin Type 1 L ", per each. "Catch Basin Type 2, 48 In. Diam. ", per each. "Catch Basin Type 2, 60 In. Diam. with Flow Restrictor ", per each. The unit contract price per each for all bid items above shall be full pay for furnishing all labor, tools, equipment, and materials necessary to complete each unit according to the Plans and Specifications. This includes all pavement removal and disposal, excavation, dewatering (if required), temporary flow bypass, connections to existing and new pipe, foundation material, bedding, backfill, compaction, surface restoration, testing, and furnishing and placing of all accessories such as traps, steps or ladders, control orifice risers, debris cages, weirs, orifice plates, shear gates, temporary patching hot mix to allow for the passage of traffic, and other items as applicable. Frames and grates (standard, vaned or beehive) or rings and covers City of Federal Way South 356th Street Improvements Page 115 RFB # 17 -001 January 2017 SPECIAL PROVISIONS (standard duty or heavy duty where called for on the Plans), grade rings and adjustment risers (concrete or high- impact) shall be considered incidental to this bid item and will not be measured for separate payment. "Adjust Existing Storm Drainage Structure ", per each. The bid item "Adjust Storm Drainage Structure ", per each, applies to existing storm drainage catch basins and storm drainage manholes that require adjustment to grade by addition or removal of adjustment risers. The unit contract price for "Adjust Existing Storm Drainage Structure," per Each, includes all labor, tools, equipment, and materials necessary to adjust drainage structures to finished grade, temporary patching hot mix to allow for the passage of traffic, restoration of the area around the adjusted structure, and providing new rings and covers or frames and grates. Grade rings and adjustment risers (concrete or high- impact) shall be considered incidental to this bid item and will not be measured for separate payment. Payment for "Adjust Storm Drainage Structure ", shall include one (1) adjustment to final grade and shall not include interim adjustments. "Connection to Existing Drainage Structure ", per each. The unit contract price for "Connection to Existing Drainage Structure ", per each, applies to connecting new storm drain pipe to existing storm drainage catch basins and manholes and includes all labor, tools, equipment, and materials necessary to core drill the existing drainage structure and provide the necessary pipe connection. "Install Solid Cover on Existing Structure ", per each. The unit contract price for "Install Solid Cover on Existing Structure ", per each, includes all labor, tools, equipment, and materials necessary to install a new frame with solid cover on an existing drainage structure. Heavy -duty hinged style rings and covers, high- impact risers, and conversion risers required for installing a round cover on a Type 1 catch basin, and adjustment to grade, shall be considered incidental to this bid item and will not be measured for separate payment. "Reconstruct Drainage Structure ", per each. The bid item "Reconstruct Storm Drainage Structure ", per each, applies to existing Type 2 catch basins that require replacement of the structure top slab to adjust the height of the structure below the top slab, to provide a top slab with a round rather than rectangular opening„ remove an existing debris cage, and /or to reposition the access opening. The unit contract price for "Reconstruct Storm Drainage Structure ", per each, includes all labor, tools, equipment, and materials necessary to remove the structure top slab or debris cage, install structure risers, install new ladder or replace existing ladder, sealing cracks, replace existing top slab or install new top slab, adjust structure to finished grade, temporary patching hot mix to allow for the passage of traffic, restoration of the area around the adjusted structure, and providing new rings and covers or frames and grates. Rings and covers (whether standard duty or heavy duty as called for on the profile drawings) as well as frames and grates, grade rings and adjustment risers (concrete or high- impact) shall be considered incidental to this bid item and will not be measured for separate payment. "Relocate Existing Stormwater Treatment Vault ", per each. The unit contract price per each for "Relocate Existing Stormwater Treatment Vault" shall be full pay for removing and resetting the existing stormwater treatment vault where shown and as detailed on the Plans, including removing, cleaning and protecting the existing stormwater City of Federal Way South 356th Street Improvements Page 116 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS treatment vault, excavation, subgrade preparation, gravel bedding, placement of the existing vault at the new location, connecting storm drain pipes, adjusting the top to grade, and installing new riser sections if needed. Add the following New Section ( * * * * * *) 7 -06 STORMWATER DETENTION POND 7 -06.1 Description The work to be performed shall consist of the construction of the Stormwater Detention Pond as shown on the Plans and as described in these specifications. Work includes, but is not limited to site grading, earthwork, and compaction, installation of emergency overflow spillway, construction of access roads, control of water, compliance with permit conditions, and all other work necessary to complete pond construction. 7 -06.2 Materials Materials shall meet the requirements of the following sections: Aggregates 9 -03 Shoulder Ballast 9- 03.9(2) Crushed Surfacing 9- 03.9(3) Quarry SpaIls 9 -13 Rock Lining 9 -13.8 Chain Link Fence and Gates 9 -16.1 Construction Geotextile 9 -33 7 -06.3 Construction Requirements The limits of construction for the stormwater detention pond are shown on the Plans. The pond site may be used for staging and storage of construction materials per Specification Section 1- 04.12. If the Contractor elects to use the site for staging, it shall be the Contractor's responsibility for protection and /or stabilization of subgrade and to establish and maintain adequate erosion control facilities to meet downstream turbidity limitations as documented in an approved TESC plan and SPCC plan. The limits of clearing and grading for staging and storage of construction materials shall not exceed what is required and delninated on the Plans for construction of the pond. The construction of the pond shall be completed, including all plantings unless otherwise approved by the Engineer, within one construction season. No stormwater shall be released into the pond until written acceptance has been provided by the Engineer. City of Federal Way South 356'h Street Improvements Page 117 RFB # 17 -001 January 2017 SPECIAL PROVISIONS 7- 06.3(1) Removal and Exclusion of Water The Contractor shall remove and exclude water, including stormwater, groundwater, and surface water from all excavations per the provisions of 7 -08 herein. 7- 06.3(2) Earthwork The pond site shall be cleared and grubbed only as necessary to complete the work shown on the Plans. Clearing and grubbing shall be in accordance with Section 2 -01.3. The Contractor shall grade the pond to the lines and grades shown on the Plans. Earthwork shall be in accordance with Section 2 -03.3. Clearing, grubbing, and excavation as part of the Lump Sum Bid Item shall include the removal of any materials of whatever nature encountered, including all structures and obstructions that would interfere with the proper execution and completion of the work. The Contractor shall furnish, place, and maintain all supports and shoring that may be required for the sides of excavations to protect adjacent items to remain. The Contractor shall perform a site visit of the detention pond site as specified in the Standard Specifications Section 1 -02.4. Any items encountered during construction requiring removal /disposal shall be the responsibility of the Contractor. No additional compensation will be made by the Contracting Agency for the removal of surface or subsurface materials or obstacles encountered. All excavated material shall be removed from the project site. Copies of permits for waste sites shall be furnished to the Engineer by the Contractor. 7- 06.3(3) Access Roads Access roads shall be constructed as shown on the Plans and in accordance with Sections 2 -03.3, 4 -04.3, and 5 -04.3. Surfacing for access roads shall be as Shoulder Ballast under the applicable specification section. 7- 06.3(4) Emergency Overflow Spillway The emergency overflow spillway shall be constructed as shown on the Plans. The full width of the emergency overflow spillway shall be armored with Rock Lining, beginning at a point midway across the top of the berm embankment and extending beyond the tow of the pond embankment as shown on the Plans. After placement, the rock lining shall be compacted to be uniformly dense and unyielding. 7- 06.3(5) Chain Link Fence The chain link fence around the pond site shall be constructed in accordance with 8 -12, herein and per the Plans. The access gate shall be 14 foot minimum clearance width. Chain link fabric shall consist of 9 -guage wire with black vinyl coating. 7- 06.3(6) Pond Sign A stormwater pond sign shall be installed where shown on the plans and in accordance with City of Federal Way Standard Drawing 4 -19. City of Federal Way South 356' Street Improvements Page 118 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS 7- 06.3(7) Detention Pond Planting and Irrigation The pond site shall be planted and maintained throughout the establishment period as shown on the Plans and in accordance with Section 8 -02. Measurement and payment for detention pond planting, topsoil, soil amendments, seeding and plant establishment shall be in accordance with Section 8 -01 and 8 -02. Measurement and payment for irrigation shall be in accordance with Section 8 -03 "Automatic Irrigation System ". 7- 06.3(6) Tapered End Sections Tapered end sections for pipes connected to the detention pond shall per WSDOT Standard Plan B- 80.40.00 with Type 4 Safety Bars. The maximum spacing between safety bars shall be 5- inches. 7 -06.4 Measurement No measurement will be made for the construction of the stormwater detention pond; all costs are incidental to the lump sum bid item. 7 -06.5 Payment Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the proposal: "Stormwater Detention Pond ", per lump sum The lump sum contract price for Stormwater Detention Pond shall be full pay for all materials, equipment, and labor necessary to complete the Stormwater Detention Pond in accordance with the Plans and Specifications, including clearing & grubbing, excavation, for fill, control of water, compaction of pond facility to finished grade, support and protection of existing utilities, dewatering, emergency overflow spillway, pipe tapered end sections with safety bars, access road, pond sign, and material disposal, in accordance with the details to provide a complete installation as shown on the Plans and specified herein. No additional compensation will be made by the Contracting Agency for the removal of surface or subsurface materials or obstacles encountered. Haul and disposal of materials encountered shall be considered included in the lump sum price. Payment for items associated with the "Stormwater Detention Pond, but not included in the Lump Sum bid item, indude the following items included in the Bid Proposal: Chain Link Fence will be paid for by the "Chain Link Fence" bid item. The cost of the detention pond control structure will be paid for by the "Catch Basin Type 2, 60 In. Diam. with Flow Restrictor" bid item. The cost of catch basins within the pond area will be paid for by the various Catch Basin bid items. The pipe within the pond construction area will be paid for by the various Storm Sewer Pipe bid items. City of Federal Way South 356'h Street Improvements Page 119 RFB # 17 -001 January 2017 SPECIAL PROVISIONS Landscaping and irrigation associated with the Detention Pond will be paid for by the various planting and irrigation bid items included in the Proposal. 7 -08 GENERAL PIPE INSTALLATION REQUIREMENTS 7 -08.3 Construction Requirements Section 7 -08.3 is supplemented with the following: ( * * * * * *) Dewatering Where water is encountered in the trench and other excavations for structures, it shall be removed during pipe - laying and backfilling operations and the trench and /or excavation so maintained until the ends of the pipe are sealed and provisions are made to prevent floating of the pipe, or the structure is placed or constructed and provisions are made to prevent it from floating. Trench water or other deleterious materials shall not be allowed to enter the pipe at any time. The Contractor shall furnish all equipment necessary to dewater the excavation and shall dispose of the water in such a manner as not to cause a nuisance or menace to the public, or damage or cause deterioration of existing improvements or natural features. The dewatering system shall be installed and operated by the Contractor so that the groundwater level outside the excavation is not reduced to the extent that adjacent structures or property are endangered or damaged. The release of groundwater to its static level shall be performed in such a manner as to maintain the undisturbed state of the natural foundation soil, prevent disturbances of backfill and prevent movement of structures and pipelines. Discharge to existing storm sewer facilities, storm drain system, or containment and discharge of such collected groundwater shall be in accordance with the TESC Plan as reviewed by the Engineer. 7- 08.3(3) Backfilling Section 7- 08.3(3) is supplemented with the following: ( * * * * * *) Initial backfilling shall be performed only after inspection and approval of the installed pipe. Backfill shall be accomplished in such a manner that the pipe is not damaged by impact or overloading. All backfill for pipe trenches shall be mechanically compacted by a power operated mechanical tamper(s) as specified in Sections 7- 08.3(3) of the Standard Specifications or other mechanical compaction device approved by the Engineer. If there is an excess of acceptable backfill material obtained from trench excavation at one location on the project, it shall be used at other locations on the project as directed by the Engineer. Native backfill stockpiles shall be protected to prevent excessive wetting. The cost of transporting the excess backfill material shall be considered incidental to the pipe or structure backfilled. City of Federal Way South 356`h Street Improvements Page 120 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS 7 -09 WATER MAINS 7 -09.1 Description ( * * * * * *) Revise this section to read: This Work consists of installing water main and appurtenances in accordance with the Plans, these Standard Specifications, and the Special Provisions, at the locations and depths shown and noted in the Plans, and as may be directed by the Engineer. 7 -09.2 Materials ( * * * * * *) Revise this section to delete any references to steel, polyvinyl chloride (PVC), and Polyethylene pipe for permanent water supply facilities. Pipe for water main shall only be ductile iron pipe Special Thickness Class 52, or such thicker - walled pipe as shown in the Plans. Revise the "Aggregates:" section to read Aggregates: Foundation Material Gravel Backfill for Pipe Zone Bedding Pipe Zone backfill Trench Backfill 111 7 -09.3 Construction Requirements ( * * * * * *) Supplement and revise this section with the following: 9- 03.17, 9 -03.18 9- 03.12(3) 9- 03.12(3) 9- 03.12(3) All construction within public road rights -of -way shall be in conformance with the requirements of the City, County, or State governmental agency having jurisdiction in which the work is performed, as herein specified and as directed by the Engineer. All trench excavation required for the installation of water mains and appurtenances shall be unclassified. All material excavated from trenches and piled adjacent to the trench, or in a roadway or public thoroughfare, shall be piled and maintained so that the toe of the slope of the spoil material is at least two feet (2') from the edge of the trench. It shall be piled in a manner to prevent surface water from flowing into the excavation and in a manner that will cause a minimum of inconvenience to public travel. Free access shall be provided to all fire hydrants, water valves and meters; and clearance shall be left to enable the free flow of storm water in all gutters, conduits and natural water courses. All public traffic shall be permitted to pass through the Work with as little inconvenience and delay as possible. The Contractor shall keep existing roads and streets adjacent to or within the limits of the Project open to and maintained in a good and safe condition for traffic at all times. The Contractor shall remove any deposits or debris and shall repair any damage resulting from its operations. City of Federal Way South 356th Street Improvements Page 121 RFB # 17 -001 January 2017 SPECIAL PROVISIONS Construction shall be conducted so as to cause as little inconvenience as possible to abutting property owners. Additionally, convenient access to each facility's driveways and buildings along the line of Work shall be maintained at all times. Upon completion of rough grading or placing any subsequent layer thereon, the surface of any road bed disturbed shall be brought to a smooth, even condition, free of bumps and depression, and satisfactory for the use of public traffic. Roadways, streets and appurtenances, including driveways and sidewalks, shall be cleaned at the conclusion of each day's operations and at such other times as deemed necessary by the Engineer to ensure the safety of the traveling and pedestrian public and to prevent inconvenience to the Contracting Agency, the public and owners of private property adjacent to the Project. The Contracting Agency reserves the right to restrict the Contractor to various sites and times of construction during the entire Project. All costs to comply with this Section are incidental to the Contract and are the responsibility of the Contractor. The Contractor shall include all related costs in the unit or lump sum bid prices of the Contract. On its own responsibility and expense, the Contractor shall provide adequate safeguards, safety devices and protective equipment, and take any other needed actions, on its own responsibility or as the Engineer may determine reasonably necessary to protect the life, health and safety of the public and to protect property in connection with the performance of the Work covered by the Contract. Where shown on the Plans or otherwise directed by the Contracting Agency, or City, County, or State governmental agency having jurisdiction, the Contractor shall install silt fences meeting the requirements of the Standard Plans where runoff from areas disturbed by construction activities could impact adjacent undisturbed property. All costs to install silt fences are incidental to the Contract and are the responsibility of the Contractor. The Contractor shall include all related costs in the unit or lump sum bid prices of the Contract. The types of gravel material which shall be used in trenches or other excavations are divided into several classifications. The descriptions of the materials, the locations where they shall be used, and the method for computing pay quantities are set forth in the following Sections and are shown on the Contract Plans. Garden areas shall not be disturbed until after the end of the growing season. The Contractor shall comply with all covenants, requirements and stipulations of easement documents which provide the right of the Contracting Agency to perform the Work on private property. 7- 09.3(5) Grade and Alignment ( * * * * * *) Revise this subsection, including title, to read: 7- 09.3(5) Grade, Depth and Alignment The Contractor shall verify the locations and establish the depth of existing water mains at the points where connections are to be made prior to trenching for the pipelines. A separate contract pay item "Connection to Existing Water Main In. Diam" has been provided for this purpose under the current project. City of Federal Way South 356th Street Improvements Page 122 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS The profile shall be adjusted so neither a high spot nor a low spot is created adjacent to the connection to the existing water mains. The depth of trenching for water mains shall be such as to provide a minimum cover of fourty two inches (42 ") over the top of the pipe, or twelve (12) inches over all valve nuts, whichever is deeper, or as otherwise shown on the Plans. Deeper excavation may be required due to localized breaks in grade, or to install the new main under existing culverts or other utilities where necessary. To provide for future street /road widening, this standard minimum cover shall be measured from the ground surface where the proposed water main is to be located, or the adjacent edge of pavement, whichever provides the lower water main elevation. Where the profile of the pipeline and ground surface is shown on the Plans, the pipeline shall be laid to the elevation shown regardless of depth. 7- 09.3(6) Existing Utilities ( * * * * * *) Supplement this subsection with the following: In addition to those facilities exposed above the ground surface, certain underground utility facilities exist, both known and of record, and unknown. Existing underground utility facilities, where known, are shown on the Plans for convenience only, and the Engineer and Contracting Agency assume no responsibility for proper locations or failure to show utility locations on the Plans. Among others, these utilities include: telephone, telegraph and power lines; natural gas and petroleum product pipelines; sanitary sewer, storm drain /ditches and structures and water lines; traffic and street lighting and signing systems. The locations of the underground utility facilities shown on the Plans have been provided from available records, and may not reflect the exact location of the underground utility facility. The proposed water facilities constituting the Work have been designed to minimize potential conflicts with the existing known underground utility facilities. If the Plans so indicate, certain existing underground utility facilities shall require removing or relocating the underground utility facility by the utility owner before the Contractor begins Work. If said utility owner has not done so by the time Work begins, the Contractor shall immediately notify the Engineer and Contracting Agency in writing. The Contractor shall advise the Utilities Underground Location Center of the commencement of the Work by calling 1- 800 - 424 -5555 or 811, providing the proposed construction area and the proposed schedule of work sequence, so the respective participating utilities may field -mark their underground utility facilities, as provided for in RCW 19.122. The Contractor shall also individually advise those utilities and private parties not participating in said one number locator service. The Contractor shall, by letter and copies thereof, demonstrate to the Contracting Agency its efforts to fully inform both the non - participating utilities and private parties and the Utilities Underground Location Center of its activities. Furthermore, the Contractor shall demonstrate full cooperation with each utility and private party involved in the Project. The Contractor shall conform to all other provisions of RCW 19.122. City of Federal Way South 356`h Street Improvements Page 123 RFB # 17 -001 January 2017 SPECIAL PROVISIONS As provided for in RCW 19.122, "reasonable accuracy" in field - locating (marking) underground utility facilities means a field mark within twenty -four (24) inches of the outside dimensions of both sides of an underground utility facility. The minimum horizontal spacing between water mains and storm drains, gas mains, power cable, telephone cable, cable TV, and other underground utility facilities, except sanitary sewers, shall be three (3) feet, measured horizontally. The minimum vertical clearance /spacing between walls of water main pipelines and pipeline /cable /conduits of other utility facilities, except sanitary sewers, shall be six (6) inches. The minimum horizontal spacing between water mains and sanitary sewers shall be ten (10) feet, measured horizontally, unless a closer spacing is shown on the Plans, in which case certain pipe protection provisions are shown. For water mains crossing over sanitary sewers, a minimum vertical clearance /spacing between the walls of these pipelines shall be eighteen (18) inches, as measured at the intersection thereof, unless a narrower clearance /spacing is shown on the Plans, in which case certain pipe protection measures shall be shown. If these horizontal spacing and /or vertical clearance /spacing requirements cannot be met and are not already provided for in the Plans, the Contractor shall immediately notify the Engineer and Contracting Agency in writing. Certain alterations in alignment and grade of the proposed water system may be required if an existing underground utility facility, by field - location, is found to occupy that corridor indicated on the Plans to be reserved for construction of the proposed water system, or if the standard spacing cannot otherwise be achieved. The Contractor shall do all necessary excavation and potholing to expose such underground utility facilities to prevent damage to them which may otherwise result from the Work. The Contractor shall protect all existing underground utility facilities from damage resulting from the Work. The alignment and grade of the proposed water system shown on the Plans shall only be altered upon the written express approval of the Engineer. The Contractor shall also notify those owners of underground utility facilities within close proximity of the proposed water system, within a reasonable period of time prior to construction at a particular location, so said owner and the Contractor can coordinate the precautions necessary to facilitate construction of the proposed water system and protect that particular underground utility facility. Any damages or disruptions to underground utility facilities resulting from the Contractor's operation shall be reported to the owner of said underground utility facility and to the Contracting Agency. Repairs to the damaged or disrupted underground utility facility shall immediately be made by the owner of said underground utility facility or by the Contractor, at the sole discretion of the owner of said underground utility facility. The cost for repairs to damaged or disrupted underground utility facilities shall be borne by the Contractor, unless the underground utility facility was not field- marked within "reasonable accuracy" defined by RCW 19.122. Whenever existing drainage channels, ditches, culverts, storm drains or structures are disturbed, the Contractor shall provide suitable means for diverting and maintaining all flows during construction in that area. After construction has been completed in that area, all channels, ditches, culverts, storm drains or structures shall be returned to their original location and functional use. City of Federal Way South 356`h Street Improvements Page 124 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS Where the proposed water system is in close proximity of existing utility poles, the Contractor shall coordinate construction procedures with the owners of the affected utility poles. The Contractor shall give to the owners of affected utility poles reasonable advance notice so that the Contractor and owners of affected utility poles can properly protect the integrity of the utility poles by temporarily holding or moving the utility poles during construction of the proposed water system. To efficiently perform the Work, the Contractor shall be fully responsible to coordinate the Work and make the necessary arrangements, including permits and payment of any associated charges, with the respective owner of underground utility facilities to relocate, move, remove, or alter their underground utility facilities to attempt to minimize or eliminate conflicts during construction of the proposed water system in ways not otherwise shown on the Plans. Any authorized agent of the Contracting Agency or owners of underground utility facilities may enter the site of the water system improvements at any time to repair, rearrange, alter, or connect their facilities. The Contractor shall cooperate with such efforts and shall avoid creating delays or hindrances to those doing the work. As needed, the Contractor shall arrange to coordinate work schedules. All utility facilities, including, but not limited to, water main valve boxes, gas main valve boxes, water meter boxes, and the like, shall remain accessible and marked by the Contractor at all times during construction. All costs to comply with this Section, including any repair and /or restoration of facilities necessitated by the Contractor's operations, are incidental to the Contract and are the responsibility of the Contractor, except as otherwise provided in RCW 19.122. The Contractor shall include all related costs in the Contract bid prices. 7- 09.3(7) Trench Excavation ( * * * * * *) Revise this subsection to read: Excavation for water mains shall be measured and paid as `Structure Excavation CI B incl Haul for Schedule B' in accordance with Section 2 -09. Excavation for water services and removal of water facilities will not be measured for payment, but shall be included in the applicable unit price item contained in the proposal. Excavation limits for applicable contract bid items are shown on the water trench section detail. The Contractor shall perform all excavation of every description and of whatever materials encountered to the depth indicated on the Plans. All excavations shall be made by open cut unless provided for otherwise. All trenches shall be excavated to true and smooth bottom grades and in accordance with the lines given by the Engineer. The trench bottom shall provide uniform bearing and support for each length of pipe. Bell holes shall be excavated to the extent necessary to permit accurate work in making and inspecting the joints. The banks of the trenches shall be kept as nearly vertical as soil conditions will permit. Where required to control trench width or to protect adjacent structures, the trench shall be sheeted and braced. Trench widths to one (1) foot above the top of the pipe shall not exceed thirty (30) inches maximum or one and one -half (1 1/2) times the outside diameter of the pipe plus eighteen (18) inches, whichever is greater. Standard excavating equipment shall be adjusted so as to excavate the narrowest trench possible. City of Federal Way South 356h Street Improvements Page 125 RFB # 17 -001 January 2017 SPECIAL PROVISIONS Trench excavation shall be not more than two hundred (200) linear feet ahead of the pipe laying and backfilling operation and all trenches shall be closed up and fully backfilled, leveled, and temporarily patched or graveled, or protected with an anchored steel plate at the end of each day as provided in Section 1- 07.23(1). In certain circumstances such as high -risk of trench sidewall cave -in, paralleling in close proximity with another utility which could slough into the open trench, critical street crossings, etc., this distance shall be shortened accordingly by the Contractor. The Contractor shall exercise sound engineering and construction practices in excavating the trench and maintaining it so that no damage will occur to any foundation, structure, utility pole or anchor, pipeline, or other facility because of sloughing or slopes, or from any other cause. If, as a result of the excavation, there is disturbance of the ground which may endanger other property, the Contractor shall immediately take remedial action. No act, representation, or instruction of the Engineer or Contracting Agency shall in any way relieve the Contractor from liability for damages or costs that result from trench excavation. Care shall be taken not to excavate below the depth specified. Excavation below that depth shall be backfilled with select backfill material and compacted as specified herein. The Contractor shall prevent damage to major tree roots, particularly those equal to or larger than two inches (2 ") in diameter. 7- 09.3(7)A Dewatering of Trench Revise this subsection to read: Where water is encountered in the trench and other excavations for structures, it shall be removed during pipe - laying and backfilling operations and the trench and /or excavation so maintained until the ends of the pipe are sealed and provisions are made to prevent floating of the pipe, or the structure is placed or constructed and provisions are made to prevent it from floating. Trench water or other deleterious materials shall not be allowed to enter the pipe at any time. The Contractor shall furnish all equipment necessary to dewater the excavation and shall dispose of the water in such a manner as not to cause a nuisance or menace to the public, or damage or cause deterioration of existing improvements or natural features. The dewatering system shall be installed and operated by the Contractor so that the groundwater level outside the excavation is not reduced to the extent that adjacent structures or property are endangered or damaged. The release of groundwater to its static level shall be performed in such a manner as to maintain the undisturbed state of the natural foundation soil, prevent disturbances of backfill and prevent movement of structures and pipelines. Discharge to existing storm sewer facilities, storm drain system, or containment and discharge of such collected groundwater shall be in accordance with the TESC Plan as reviewed by the Engineer. 7- 09.3(7)B Rock Excavation Revise this subsection to read: City of Federal Way South 356th Street Improvements Page 126 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS Rock excavation shall cover the removal and disposal of rock that requires systematic drilling and blasting for its removal, and also boulders exceeding two (2) cubic yards in volume. Ledge rock, stone larger than and one -half (11/2) inches, or boulders, shall be removed to provide a minimum clearance of four inches (4 ") under the pipe, with additional clearance required for pipe bells as necessary to provide uniform bearing and support for each length of pipe and permit accurate Work in making and inspecting the joints. Hardpan, hard clay, glacial till, sandstone, silt stone, shale, or other sedimentary rocks which are soft, weathered, or extensively fissured will not be classified as rock excavation, even though it may be advantageous to use explosives in its removal. Rock is defined as one which has a modulus of elasticity of more than 200,000 psi or unconfined compressive strength at field moisture content of more than 2,000 psi. Materials removed shall be replaced with selected native materials from adjacent trenches or from imported bedding or backfill as designated by the Engineer. It is anticipated that solid rock will not be encountered. When such material is anticipated to be encountered, it will be paid for through an established bid item. 7- 09.3(7)C Extra Trench Excavation Revise this subsection to read: Changes in grades of new water main, including hydrant laterals, from those shown on the Plans may be necessary because of unmarked or unknown utilities or for other reasons. If, in the opinion of the Engineer, it is necessary to adjust, correct, relocate or in any way change the line and grade, such changes shall be made by the Contractor as specified herein. When pipeline grade is lowered in excess of one foot (1') below the grade indicated on the Plans, the Contractor shall make extra excavation as necessary. When the pipeline horizontal alignment is changed by more than one foot (1') from the line indicated on the Plans, after the trench has been excavated, the Contractor shall excavate the trench at the changed location and backfill and compact the previous trench. Additional excavation so required will be classified as extra trench excavation. 7- 09.3(7)D Trench Safety Systems ( * * * * * *) Addendum # 2 Add the following new subsection: The work described in this section shall be specifically for removal of water facilities and installation of service lines. Shoring or Extra Excavation CI B for Water Mains shall be measured and paid per square foot in accordance with Section 2 -09. The Contractor shall provide all materials, labor, and equipment necessary to shore trenches to protect the Work, and existing improvements and natural features not designated for removal, and to provide safe working City of Federal Way South 356th Street Improvements Page 127 RFB # 17 -001 January 2017 SPECIAL PROVISIONS conditions in the trench. The Contractor may elect to use any combination of shoring and overbreak, tunneling, boring, sliding trench shield, or other method of accomplishing the Work consistent with applicable local, State, or Federal safety codes. If workers enter any trench four (4) feet or more in depth that does not meet the open pit requirements of Section 2- 09.3(3)B, the excavation shall be shored as provided in Section 2- 09.3(4). The Contractor alone shall be responsible for worker safety, and the Contracting Agency assumes no responsibility. Upon completing the Work, the Contractor shall remove all shoring unless the Plans or the Engineer direct otherwise. Shoring to be removed, or moveable trench shields or boxes, shall be located at least two and one -half (21/2) pipe diameters away from metal or thermoplastic pipe if the bottom of the shoring, shield, or box extends below the top of the pipe, unless a satisfactory means of reconsolidating the bedding or side support material disturbed by shoring removal can be demonstrated. Damages resulting from improper shoring or failure to shore shall be the sole responsibility of the Contractor. The furnishing by the Contracting Agency of resident project representation and inspection shall not make the Contracting Agency responsible for the enforcement of such laws, rules, regulations, or procedures, nor shall such make the Contracting Agency responsible for construction means, methods, techniques, sequences, procedures, or for the Contractor's failure to properly perform the Work necessary for proper trench excavation safety. 7- 09.3(8) Removal and Replacement of Unsuitable Materials ( * * * * * *) Addendum # 2 Replace the first two paragraphs in this section to read: When so directed by the Engineer, excavation shall be extended below the structure or pipeline grades to permit the placing of foundation gravel. Whenever in excavating a trench for water mains the bottom of the trench exposes peat, soft clay, quicksand, or other unsuitable foundation material, such material shall be removed to the depth directed by the Engineer and backfilled with foundation material. When determined by the Engineer that such unsuitable foundation material has been encountered and the Contractor has removed said material to the depth as directed by the Engineer, The Contractor shall furnish and place a layer of quarry spalls followed by a nominal three inch deep layer of CSBC, or a layer of CSBC as directed by the Engineer. 7- 09.3(9) Bedding the Pipe Revise this subsection, including title, to read: 7- 09.3(9) Pipe Zone Bedding and Backfill Gravel backfill for pipe zone bedding shall be placed to depths shown on the Plans, and shall be rammed and tamped around the pipe to 95 percent of maximum density by the use of City of Federal Way South 356`h Street Improvements Page 128 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS shovels or other approved hand -held tools, so as to provide firm and uniform support for the full length of the pipe, valves, and fittings. Care shall be taken to prevent any damage to the pipe or its protective coating. (Addendum # 2) Gravel backfill for pipe zone bedding shall be used for pipe zone backfill and shall be placed in uniform lifts on each side of and above the pipe as shown on the Plans, and shall be compacted to 90 percent of maximum density. The use of recycled material as pipe zone bedding or backfill shall not be permitted. 7- 09.3(10) Backfilling Trenches ( * * * * * *) Revise this subsection to read: Trench backfill material, placement and compaction for ductile iron pipe shall be as shown in the Plans. When all pipe, fittings, valves, valve boxes and other appurtenances have been properly installed and inspected, the trench shall be backfilled. Prior to backfilling, all shoring or other trench safety system components, and debris shall be removed from the trench. Shoring and trench safety system components used by the Contractor shall be removed just ahead of the backfilling operation. Backfill up to twelve (12) inches over the top of the pipe shall be evenly and carefully placed. Materials capable of damaging the pipe or its coating, including, but not limited to, large rocks, stumps, logs, brush, broken concrete, frozen dirt clumps, pavement pieces, and other deleterious material, shall be removed from the backfill material. The remainder of the material shall be continually placed from the end of the trench. The use of ' ecycled material as trench backfill shall not be permitted. A neoprene pad or high- density polyethylene foam) shall be placed between the water main and existing pipelines, conduits, or other facilities when encountered during construction and as directed by the Engineer. 7- 09.3(11) Compaction of Backfill ( * * * * * *) Revise this subsection to read: Unless the density of the trench backfill within a road right -of -way is required to be greater by the jurisdictional road agency, the trench backfill material shall be compacted to at least ninety -five percent (95 %) of the maximum density as specified in Section 2- 03.3(14)D "Compaction and Moisture Control Tests," for the purposes of this project, the trench backfill materials and compaction shall be as shown on the Plans." Maximum density and optimum moisture for non - granular materials will be determined using WSDOT Test Method No. 609. Maximum density and optimum moisture for granular materials will be determined using WSDOT Test Method No. 606. In -place density and moisture content will be determined using the Washington Densometer method or Nuclear Gauge as outlined in the WSDOT Construction Manual. City of Federal Way South 356' Street Improvements Page 129 RFB # 17 -001 January 2017 SPECIAL PROVISIONS The backfill material shall be placed in successive layers not exceeding twelve inches (12 ") in loose thickness, and each layer shall be mechanically compacted to the density specified herein as the trench is backfilled. At locations where paved streets, roadway shoulders, driveways, or sidewalks will be constructed or reconstructed over the trench, the backfill shall be spread in layers and be compacted by mechanical tampers. In such cases, the backfill material shall be placed in successive layers not exceeding six inches (6 ") in loose thickness, and each layer shall be compacted with mechanical tampers to the density specified herein. Mechanical tampers shall be of the impact type as approved by the Engineer. The Contractor shall provide the proper size and type of mechanical compaction equipment and select the proper method of utilizing said equipment to attain the required compaction density. The thickness of layers and the number of passes shall be adjusted to the extent necessary to attain the required compaction density. Impact compactors shall be operated with the least practical amount of pressure or weight applied, and vibratory compactors shall be operated with no more weight applied than the unsupported weight of the machine's pad and boom, all to achieve the required compaction density without overloading the pipe or structure. Moisture content of the backfill material may be adjusted to achieve the required compaction density. This adjustment may be attained by sprinkling the backfill material, or by adding and mixing dry backfill material, or by windrowing the backfill material and allowing it to dry prior to placement in the trench. Contracting Agency, at its sole discretion, may perform compaction tests on the compacted backfill material at any time. Areas to be tested shall be at the direction of the Engineer. The Contractor shall perform all work necessary to allow compaction tests to be conducted. The compaction tests shall be performed by a testing consultant /laboratory selected by the Contracting Agency, and the costs expended for the services of said testing consultant/ laboratory shall be borne by the Contracting Agency. The Contractor at its sole expense, shall remove and recompact material that does not meet the specified compaction requirements; shall promptly and properly refill, regrade, restore, or otherwise repair any trench settlement; and shall otherwise remedy any defects that appear in the backfill. Where the required compaction density cannot be achieved on the existing backfill material, the Contractor shall remove and replace said backfill with material able to meet said compaction densities. 7- 09.3(12) General Pipe Installation Supplement this subsection with the following new subsections: 7- 09.3(12)A Laying Ductile Iron Pipe, Fittings and Appurtenances Ductile iron pipe shall be laid in accordance with AWWA C -151 and the recommendations of the pipe manufacturer. The pipe shall be laid to the line and grade shown on the Plans, in the Standard Plans, and as may be directed by the Engineer. All pipe, fittings and appurtenances shall be carefully checked by the Contractor upon delivery to the project site, as well as just prior to their installation and placement in the trench. City of Federal Way South 356th Street Improvements Page 130 RFB # 17 -001 January 2017 • SPECIAL PROVISIONS The bottom of the trench shall be finished to grade in such a manner that the pipe will have bearing along the entire length of the barrel. The pipe, fittings and appurtenances shall be carefully bedded, joined, and protected. The pipe interior at all times shall be kept free from dirt, gravel, water, and all other deleterious material. The open ends of the pipe, fittings, and appurtenances shall be closed by a watertight plug or by other means approved by the Contracting Agency to ensure cleanliness inside the pipe. Except where necessary to make connections with other pipelines, and where otherwise authorized by the Engineer, ductile iron pipe shall be laid with bells facing the direction of laying. The bells shall face upward where pipelines are laid on an appreciable slope, as authorized by the Engineer. A non -toxic pipe lubricant, as recommended by the pipe manufacturer and approved for use in potable -water applicatgions, shall be applied to the gasket and pipe mating surfaces. Bolts on mechanical joint and flanged pipe, fittings, spools, and appurtenances shall be tightened uniformly to the torque recommended by the manufacturer. All joints in the pipe, fittings, valves, flexible couplings, etc., shall be fully seated with small clearances allowed for pipe expansion. Where flexible couplings are required, the space between pipe ends shall not exceed one quarter inch (1/4 ") to prevent pipe movement. When the space between pipe ends is excessive, short sections of pipe may be inserted as a spacer ring to limit such pipe movement within the coupling or mechanical joint sleeve fitting, to obtain the one quarter inch (1/4 ") spacing limitation provided herein. All fittings and pipe which will come in contact with cement concrete, such as from concrete pipe encasement and thrust blocking, shall be protected by a layer of heavy building paper or plastic sheeting. The material shall be wrapped loosely around the pipe and need not be water tight, but no part of the pipe or fittings shall be exposed to the cement concrete. Care shall be exercised during backfilling to prevent the plastic film wrap from becoming punctured or otherwise damaged. The Contractor shall comply with other requirements for placing concrete thrust blocking provided in Section 7- 09.3(21) "Concrete Thrust Blocking." Only mechanical joint sleeve fittings shall be used to connect plain ends of ductile iron pipe and /or spools; flexible couplings shall not be used for this purpose. Fittings shall not be backfilled until first approved by the Engineer for compliance with the Plans and Specifications. Where shown on the Plans or otherwise directed by the Engineer, the Contractor shall install pipe anchor blocks, sacked slope retainer and timber baffles meeting the requirements of the Standard Plans in the backfilled trench where water mains are installed on slopes twenty percent (20 %) or greater. 7- 09.3(12)B Taste and Odor No water main pipe, fitting, or other appurtenances will be accepted by the Contracting Agency in which an objectionable taste and /or odor is detected in water which has been in contact with the interior surface(s) of said material, either before or after the material has been installed. Taste and odor testing, if determined necessary by the Contracting Agency, shall be conducted through Lakehaven Water & Sewer District in accordance with the Lakehaven Water & Sewer District's testing procedures and requirements. Such testing shall be subject to the Lakehaven City of Federal Way South 356'^ Street Improvements Page 131 RFB # 17 -001 January 2017 SPECIAL PROVISIONS Water & Sewer District's schedule. All such testing by Lakehaven Water & Sewer District, and resulting corrective actions required by the Contracting Agency to remedy a defect or defects as may be determined by such testing, shall be at the Contractor's sole expense. 7- 09.3(13) Handling of Pipe ( * * * * * *) Supplement this subsection with the following: Each pipe, fitting, or other accessory shall be carefully inspected and thoroughly cleaned of any dirt or deleterious material which might be present on the inside prior to its installation. Such cleaning shall be accomplished prior to lowering the pipe or other accessories into the trench; and after the materials are placed in the trench, care shall be taken to keep them internally clean. To minimize risks and expedite the Work, it is suggested that the open ends of stockpiled pipe be plugged, or sealed with a polyethylene bag or equivalent mechanism to prevent the introduction of dirt or deleterious material, and that the pipe be cleaned using, and /or swabbed with a clean foam cube designed for that purpose and saturated in, a one percent (1 %) hypochlorite solution. The Contractor shall exercise particular care to guard against the entrance of stormwater or sewage into the trench during the course of construction. All sanitary sewers and storm drain lines, house side sewers, and /or other su