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AG 10-109RETURN TO: EXT: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGI�IATING DEPT/DN: PUBLIC WORKS / S'+Y" e�'-T S 2. ORIGINATING STAFF PERSON: 1J i 1 Gl l.��Q � e f�S EXT: Z�7 � 3 3. DATE REQ. BY: 4. TYPE OF DOCUMEIVT (CHECK ONE�: ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ� ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS� � ORDINANCE ❑ RESOLUTION ❑ CONTRACT AMENDMENT (AG#�: jQ- ( � Q ❑ INTERLOCAL ❑ OTHER G�a_��l'.e _�r��r 1� _ _-- 5. PROJECT NAME: Y ot G l�� G S D V L� a �l e P�1 q` S � � 6. NAME OF C ADDRESS: E-MAIL:�' SIGNATURE � TELEPHONE: �/Z S- Z'�1 Z- S 7� Z FAx: ti z s- � qz- �t wa� TITLE: S f� PM t/� 4 f 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES � COMPENSATION ❑ INSURANCE REQUIIZEMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE #/O ^/D 2 S y�- GD BL, EXP. 12/31/ UBI $� C� � Z�? �o , EXP• � � 8. TERM: COMMENCEMENT DATE: �S l COMPLETION DATE: N� 9. TOTAL COMPENSATION: $ �O ��SSQ� l 3 3, L{ f f l � �� O �7 �S = � � ? � �j r � l• � 6 � INCLUDE EXPENSES AND SALES TAX, IF ANY (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES� REIMBURSABLE EXPENSE: ❑ YES [�VO IF YES, MAXIMLTM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES �NO IF YES, $ PAID BY: 0 CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: 3O(v "�{�I dD� I ScI- S� ���"' � 3 s 10. DOCUMENT / CONTRACT REVIEW '1,� PROJECT MANAGER ,� DEPUTY DIRECTOR �DIRECTOR ���.6 E� ,�LAW DEPT 11. COUNCIL APPROVAL �IF APPLICABLE� �' �' i5 � �r�e \ ,�._=7i1L ��IIt� I`� — COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING � SENT TO VENDOR/CONTRACTOR DATE SENT: � �' I� � Z- ❑ ATTACH: SIGNATUREAUTHORITY, INSURANCE CERTIFIGATE, LICENSES, EXHIBIT5 ��' ❑ SIGNATORY �MAYOR OR DIRECTOR� ��� � CITY CLERK ❑ ASSIGNED AG # ❑ SIGNED COPY RETURNED ❑ RETURN ONE ORIGINAL COMMENTS: r+�,...-._......, u '7 u � • INITIAL / DATE SIGNED l Al� - AG# " DATE SENT: u-i INITIAL / DATE APPROVED COUNCILAPPROVAL DATE: DATE REC'D: ��1�1 l � Z reac�s�ree� a�r� �ew �s�i v�ra t S G�nd! u� 11 /9 AG10-109 PROJECT NUMBER CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 14 CHANGE ORDER NUMBER EFFECTIVE DATE �������� �C �" i .i ��11 J.�. f1AYES & SC3N„ Pac Hwy South HOV Lanes Ph IV -S 312th Street to Dash Point Rd ].R. Hayes and Sons, Inc. PROJECT TiTLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: 1. New Bid Item A254 — Equitable Adjustment for Variations in Quantities JR Hayes & Sons, in accordance with Standard Specification Section 1-04.6 Variation in Estimated Quantities, requested an equitable adjustment for bid items paid less than 75% of plan quantity, and for bid items paid over 125% of plan quantity. Consistent with Section 1- 04.6, JR Hayes & Sons requested relief for unavoidable fixed costs and overhead for the units representing the difference between the adjusted final quantity and 75% of the original plan quantity, for those items that were paid below 75% of plan quantity. JR Hayes & Sons requested additional compensation for increased quantities in the form of additional overhead and profit for the units representing the difference between the original plan quantity and the adjusted final quantity. The accepted equitable adjustment for variations in quantities is $160,045.53. The total equitable adjustment of $160,045.53 represents the full and final compensation for any and all claims related to the contract. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $160,045.53 2. New Bid Item B50 — Schedule B Adjustments Lakehaven Utility District reviewed all charges to Schedule B and found several errors that amounted to an overbilling to the City, which were then passed on to Lakehaven. Some of the corrections were made to unit items and are documented outside of this change order. This section documents revisions affecting lump sum items as a result of the comprehensive negotiated settlement between the City, Lakehaven Utility District and JR Hayes & Sons. 1. A scribner's error was found in Change Order 2 item B32 "Revision to PE Tubing for 2" Service Connections and Revisions to Meter Box Sizes". There is no backup for the $1916.40 amount for 2" street ells. Correspondence from Wes Hill of Lakehaven Utility District dated 9/15/2010 approves $1903.80 for the street ells. Credit to Schedule B is - $12.60. Change Order No. 14 1 of 5 2. This change transfers Change Order 2 item B34 "Energy Dissipater at Wall 15" to Schedule A item A158 Resolution of Utility Conflicts. The energy dissipater and the drain pipe it served were all situated on a Lakehaven Utility District easement. Credit to Schedule B is -$3,284.15. Transfer to A158 =$3,284.15. This transfer does not change the plan quantity of item A158. 3. Change Order 2#15 item B36 "Remove AC Water Main Valve at S 304th" (lump sum $1,944.81) is a duplication of Change Order 2 item # 3, which was to be paid at unit prices. Credit to Schedule B is -$1,944.81 for item B36. 4. Item B39 "SDCVA Connection Sta 5+97" ($6,985.75 lump sum) was found to have duplicate costs. Force account E17.2 ($889.61) is a duplication of payment made under bid item B10 '�Structure Excavation Class B". Force Account sheets E17.4 and E11050 paid for overlapping invoices. E11050 ($667.35) in its entirety duplicates E17.4. Credit to Schedule B is -$1,556.96. 5. Some restaking survey work paid for under item B42 "Wall 9 Fire Hydrant Revisions" ($1,227.80) was found to be more appropriately paid in Schedule A item A204 "Wall 9 Revisions". Credit to Schedule B is -$630.00. Transfer to A204 =$630.00. This transfer does not change the plan quantity of item A204. 6. Item B43 "Water Connection Premium Time" ($6,930.74 lump sum) incorrectly included straight time costs. Straight time costs paid under B43 is $3,841.10. Credit to Schedule B is -$3,841.10 and pay for the work as follows: B10 Structure Excavation Class B 125.3 CY, B15 "Ductile Iron Pipe for Water Main 12" Diam" 10 LF, B17 °Connect to Existing Water Main 12 Inch" 1 EA. Item B18 "Bank Run Gravel for Trench Backfill" has already been paid. 7. Backup for item B46 "SSMH Adjustment Change of Condition" indicates that sales tax was paid above the line on Light Loads invoices 5711 and 5742. Credit to Schedule B- $85.22. 8. A portion of item B47 °Traffic Control for Night Time Water Main Tie-Ins" (754.00 lump sum) was agreed to be shifted to Schedule A. Credit to Schedule B is -$494.00.Transfer to Schedule A item A13 Flaggers and Spotters 9.88 HR =$494.00. This transfer does not change the plan quantity of item A13. 9. Backup for item B49 ��Adjust Existing Water Meter Box Sta 91+20 LT" indicates that sales tax was paid above the line on HD Fowler invoice date 11/3/11. Credit to Schedule B is - $9.21. The total credit for new bid item B50 "Schedule B Adjustments" is -$11,858.05. The Change Order No. 14 2 of 5 The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is a DECREASE of $11,858.05 3. New Item A255 — Sales Tax Transfers to Schedule A Sales tax is collected below the line for Schedule B expenses. Schedule A item costs include sales tax. As a result of the comprehensive negotiated settlement between the City, Lakehaven Utility District and ]R Hayes & Sons, some Schedule B costs were transferred to Schedule A. This section creates a new item, A255 that transfers the sales tax paid in schedule B to Schedule A where Schedule B item costs were transferred to Schedule A. 1. Force Account #2006, 11/9/10 DBE Proofed Repaired City Spare Conduits at 18�' Ave S. The City assumes the cost for repair of its conduits. $246.22 transferred to item A158 from item B30. 9.8% Sales tax =$21.13. 2. Force Account #2016, 8/14/10 DBE Repaired City spare conduits at 18th Ave S. The City assumes the cost for repair of its conduits. $2,884.81 transferred to item A158 from item B30. 9.8% sales tax = $282.71. 3. Force Account #2017, 8/13/10 Pothole to Resolve Water Main Conflict at 18"' Ave S. The City assumes the cost for repair of its conduits. $1,370.71 transferred to item A158 from item B30. 9.8% sales tax =$134.33. 4. Item B34 "Energy Dissipater at Wall 15" was transferred to Schedule A item A158 Resolution of Utility Conflicts by this change order. $3,284.15 transferred to A158 from item B34. 9.8% sales tax =$321.85 5. $630.00 was transferred from item B42 "Wall 9 Fire Hydrant Revisions" to item A204 ��Wall 9 Revisions". $630.00 transferred to A204 from B42. 9.8% sales tax =$61.74. 6. $494.00 was transferred from item B47'�Traffic Control for Night Time Water Main Tie- Ins" to item A13 Flaggers and Spotters. $494.00 transferred to item A13 from item B47. 9.8% sales tax = $48.41. The total sales tax transferred to Schedule A in new bid item A255 Sales Tax Transfers to Schedule A is $870.17. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an - INCREASE of $870.17 Change Order No. 14 3 of 5 THE I�EMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM CHANGE UNIT ADD OR NO. DESCRIPTION QUANTITY PRICE <DEDUCT> SCHEDULE A New Item A254 Equitable Adjustment for Variations in Quantities 1 LS $160,045.53 $160,045.53 New Item A255 Sales Tax Transfers to Schedule A i LS �870.17 $870.17 SUBTOTAL SCHEDULE A: $160,915J0 SCHEDULE B New Item 650 Schedule B Adjustments 1 LS $<11,858.05> $<11,858.05> SUBTOTAL SCHEDULE B: �<11,858.05> TOTAL NET CONTRACT INCREASE $149,057.65 Change Order No. 14 4 of 5 An independent cost analysis has been performed � Yes ❑ No The time provided for completion in the Contract is � Unchanged ❑ Increased ❑ Decreased by _ Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes � No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifrcations, and with the understanding that all materials, workmanship and measurements shal/ be in accordance with the pro�isions of the standard specifications, the contract plans, and the specia/ pro�isions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT � °� $ 9,827,292.84 $ 752,840.57 � 149,057.65 $ 10,729,191.06 CARY M. ROE, P.E. l DIRECTOR OF PARKS, PUBLIC WORKS, & EMERGENCY MANAGEMENT ` � DATE �/ / �Z DATE Change Order No. 14 5 of 5 RETURN TO: EXT: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATINGDEPT/DIV: PUBLIC WORKS/ S�f ��S 2. ORIGINATING STAFF PERSON: (� 1�' lGt �� �c9 k�P (� S EXT: Z 7 3. DATE REQ. BY: 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ� ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT � HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION �CONTRACTAMENDMENT�AG#�: ��`��q ❑ INTERLOCAL ❑ OTHER �� �.i G►e �� e r � 3 ._ 5. PROJECT NAME: �o� ` t� 6. NAME OF CONTRACTOR: t� � ADD�ss: 2 z�13O s E c E-MAIL: ; k� ll � (o' � r �o�o '7. 8. 9. TELEPHONE: �{2� .3cI "c�.-S7ZZ FAX: �J'� f .�aJ2 - ol �f Oz TITLE: Sr. Pro i, Ma �'. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION O INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # /O-lOZsyp-CX� BL, EXP. 12/31/ UBI #('pGt�O Zb7 SC� , EXP. / /_ TERM: COMMENCEMENT DATE: (� l� lO COMPLETION D�ATE: /�1-� T� - ro, sg0, r.�3.�F1 TOTAL COMPENSATION: $ /�, �� q� J, � / +- 'T(J, /�-( ( , �D �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 ❑ PURCHASING: PLEASE CHARGE TO: 3 D� - Lf �f �-! S� - S� S 3 �'��� 10. DOCUMENT / CONTRACT REVIEW �PROJECT MANAGER �DEPUTY DIRECTOR DIRECTOR� �L,AW DEPT 11 . COUNCIL APPROVAL (IF APPLICABLE� I �L / D TE VIEWED �T ? l� /Z � � Z�� - (� f? � COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: ��J �l /) Z' O ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: DATE REC'D: � Z INITIAL DATE SIGNE �[? LAW DEPT ( ' 0 SIGNATORY (MAYOR OR DIRECTOR� Y�'CITY CLERK � ❑ ASSIGNED AG # AG# �,(�^1 D�� � ❑ SIGNED COPY RETURNED DATE SENT: • �tQ`'Z �ETURN O�IE ORIGINAL COMMENTS: L EXECUTE °� " ORIGINALS - - 11/9 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT REC�IVED JUL 19 2011 J. R. HAYES & SONS AG10-109 PROJECT NUMBER 13 CHANGE ORDER NUMBER �- �5- 2ot 2 EFFECTIVE DATE Pac Hwy South HOV Lanes Ph N-S 312th Street to Dash Point Rd J.R. Hayes and Sons, Inc. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: 1. Existing Bid Item A190 — Daycare Steps Per the contract plans, a chain link gate was to be provided in the back play area fence in order to access the Smart Start Daycare from a temporary parking lot during the regrading of the front parking lot. As a child safety measure, the location of the gate was moved so that the building could be accessed without entry into the play area. The new gate location required steps to traverse a short retaining wall. The materials cost for concrete was not included in the original lump sum amount. The materials cost was tracked under Force Account Issue number 1502A at a cost of $15.13. Lump sum Bid Item A190 — Daycare Steps is hereby increased from $1,863.84 to $1,878.97. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $15.13 2. Existing Bid Item A202 - Relocate Luminaire 13 Pole Base Per Field Directive 41, Prime Contractor, JR Hayes and Sons, Inc. relocated luminaire 13 pole base to provide for 18 inch minimum clearance between luminaire and transformer vault. The Project Plans and Specifications did not provide for the minimum clearance requirement from transformer vault. Per Change Order 7, a portion of this work was tracked under Force Account Issue Numbers 1927 and 1837 and paid by lump sum under new Bid Item A202 - Relocate Luminaire 13 Pole Base. Per Change Order 12, additional work was paid under Force Account Issue Number E14.3. Force Account issue number E16.18 at a cost of $28.00 tracked and paid for additional survey associated with this work. The amount paid by lump sum under existing Bid Item A202 — Relocate Luminaire 13 Pole Base is hereby increased by $28.00 from $2,753.26 to $2,781.26. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $28.00 3. Existing Bid Item A204 - Wall 9 Revisions Per Field Directive 52, Wall 9 was revised as shown on revised Plan Sheets 52, 53, and 117 due to a lack of property rights to construct Wall 9 on Parcel 15 as shown in the plans. Work included reconstructing Wall 9 Change Order No. 12 1 of li to new alignment, relocating luminaire 19, relocating vault V12 and retraining conduit to vault, relocating Qwest closure, installing stamped concrete pad behind back of walk, and updating irrigation and landscaping. Per Change Order 7, a portion of the work associated with this change was tracked under Force Account Issue Numbers 11030, 11031, 11032, 11034, 11040, 12000, 12002, 12013, 12014, 12016, 12017, 12019, 12020, 12021, 12024 and 12025 and paid under Bid Item A204 — Wall 9 Revisions. Per Change Order 10, the Contractor submitted invoices for survey and performed additional work associated with Bid Item A204 — Wall 9 Revisions tracked under Force Account Issue No. 13007, E14.12 and 12023. Force Account issue number 111811A at a cost of $1,461.88 tracked and paid for stamped concrete to help guide the visually impaired around the minipad transformer atop V12. The amount paid by lump sum under existing Bid Item A204 — Wall 9 Revisions is hereby increased by $1,461.88 from $29,659.99 to $31,121.87 to account for this additional work. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $1,461.88 4. Existing Bid Item A223 — Raise Grade Over 60-Inch Detention System Per field direction by the Engineer, the Contractor raised the ground elevation over the 60-inch Detention System to provide gradual slope for mowing and maintenance from the sidewalk to the existing ground in front of Federal Way High School. This work was not noted on the Project Plans and Specifications. Work involved grading and installing new 8-inch, 12-inch and 24-inch risers on filter vault and inspection manholes. Work associated with this change was tracked under Force Account Issue Numbers 16029, 16030. Force Account Issue Number 911-20A at a cost of $2,721.60 tracked and paid for work performed on September 16 and 21, 2011 for Riser installation. The amount paid by lump sum under existing Bid Item A223 — Raise Grade Over 60-Inch Detention System is hereby increased by $2,721.60 from $6,225.33 to $8,946.93 to account for this additional work. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $2,721.60 5. Existing Bid Item A224 — CB 24 Revisions Project Plans noted CB 24 Type II 48" be rotated to the flow line. The Contractor submitted RFI 76 noting that CB 24 was a grate inlet and not a type 2 48" structure. Per RFI 76 response, the Contractor installed a custom conversion riser and circular locking ring and cover to match finished grade. The work associated with this change was tracked under Force Account Issue Number 16032 at a cost of $328.59. Force Account Issue Number 857-20A tracked and paid for the materials cost of the conversion riser. The amount paid by lump sum under existing Bid Item A224 — CB 24 Revisions is hereby increased by $328.59 from $1,687.03 to $2,015.62 to account for this additional materials cost. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $328.59 6. Existing Bid Item A226 — HMA Thickened Edge Along S 308 St Per Field Directive Number 68, the Contractor installed 238 linear feet of asphalt thickened edge curb along South 308 Street from existing new curb at Station 68+95.70 RT west to existing curb and gutter to direct storm water into the public storm system. This work was not noted on the Project Plans and Specifications. Change Order No. 12 2 of 11 All work and costs associated with this change was tracked under Force Account Issue Number 18000 and paid by lump sum under new Bid Item A226 — HMA Thickened Edge Along S 308 St. Force Account issue number 111411C at a cost of $363.23 tracked and paid for grading to match the top back elevation of the new thickened edge.The amount paid by lump sum under existing Bid Item A226 — HMA Thickened Edge Along S 308 St is hereby increased by $363.23 from $1,127.46 to $1,490.69 The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $363.23 7. Existing Bid Item A227 — Petro Tac Under HMA Over Concrete Panels Per field direction by the Engineer, the Contractor placed Petro Tac over cracks in concrete panels between Station 21+00 and 24+00 RT to help prevent cracking in HMA section. Per Change Order 12, all work and costs performed on October 20, 2011 associated with this change was tracked under Force Account Issue Number 18002 and paid by lump sum under new Bid Item A227 — Petro Tac Under HMA Over Concrete Panels. Force Account Issue Number 18001 at a cost of $565.05 tracked and paid for identical work performed on October 19, 2011 that was not included in Change Order 12. The amount paid by lump sum under existing Bid Item A227 — Petro Tac Under HMA Over Concrete Panels is herby increased by $565.05 from $1,724.96 to $2,290.01 The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $565.05 8. Existing Bid Item A228 — Wall 10 Revisions Wall 10 was revised to maintain pedestrian access to hair salon per Field Directive Number 64. The Contractor constructed Wall 10 per field directive. All work and costs associated with this change was tracked under Force Account Issue Number 18005 and paid by lump sum under new Bid Item A228 — Wall 10 Revisions. Force Account issue number 17003 in the amount of $559.86 tracked and paid for additional work performed on wall 10 by Puyallup Valley Nursery on September 28 and 29, 2011. Force Account issue number 17004 in the amount of $719.46 tracked and paid for work performed on Wall 10 by JR Hayes & Sons on Wall 10 on the same dates. The amount paid by lump sum under existing Bid Item A228 — Wall 10 Revisions is hereby increased by $1,279.32 from $233.37 to $1,512.69 The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $1,279.32 9. Existing Bid Item A235 — Maintenance Truck Pad for 60-inch Detention System Per Change Order 12, the Contractor installed truck pads for maintenance of the water quality detention vault in front of Federal Way High School. Work included installing pavers from Station 11+22 to 11+50 behind the sidewalk and from Station 13+20 to 13+45 in the planter strip. From Station 11+00 to 14+00, the designed 4-inch sidewalk section was changed to 6-inch reinforced sidewalk to provide access for vactor trucks to provide vault maintenance. This work was not noted on the Project Plans and Specifications. All work and costs associated with Change Order 12 was tracked under Force Account Issue Numbers 16014, 19005, 941-20A and E19.2. Force Account Issue Number 19024 in the amount of $179.59 tracked and paid Change Order No. 12 3 of 11 for grading associated with the truck pad. Force Account Issue Number 917-20A in the amount of $5,591.54 tracked and paid for installation of the truck pad pavers by subcontractor OMA Construction, and Force Account Issue Number 022312A in the amount of $310.99 tracked and paid for additional sidewalk thickness and reinforcement at the S 308�' St curb return. The amount paid by lump sum under new Bid Item A235 — Maintenance Truck Pad for 60-inch Detention System is hereby increased by $6,082.12 from $4,164.78 to $10,246.90. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $6,082.12 10. New Bid Item A236 — Extra Oil Cost for 3/8" Prelevel At a meeting held with City stafF on October 18, 2011, the City authorized the use of 3/8" HMA prelevel, which was not a contract bid item. The City agreed to compensate the paving subcontractor for the added cost of oil required by the 3/8" prelevel mix design. The cost for the additional oil was tracked under Force Account issue Number E19.1 at a cost of $3,391.85 and paid by lump sum under new Bid Item A236 — Extra Oil Cost for 3/8" Prelevel. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $3,391.85 11. New Bid Item A237 — Striping Overtime Premium A period of weather favorable to striping occurred the weekend of December 3 and 4, 2011, with no assurance for favorable weather the following work week. The City agreed to compensate the Contractor for overtime costs for weekend striping, ensuring completion prior to Spring 2012. All labor costs over and above straight time were tracked and paid for under Force Account Issue Number E19.5 at a cost of $12,710.35 and Force Account Issue Number E19.5A which corrected errors found in E19.5 at a credit of ($2,959.79) and paid by lump sum under new Bid Item A237 — Striping Overtime Premium. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $9,750.56 12. New Bid Item A238 — S 308�' St Profile Transition at Pacific Hwy S A grade break of approximately 1 foot was found at the transition between the cross slope of Pacific Highway South and the profile of the west leg of S 308"' St. Field Directive number 66 corrected the grade break and paid for most work under existing bid items. However, the cost for the additional grading was tracked and paid for under Force Account Issue Number 921-20A at a cost of $616.78 and paid by lump sum under new Bid Item A238 — Profile Transition Between Pacific Hwy S and S 308�' St. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $616.78 13. New Bid Item A239 — Revisions to Concrete Steps Change Order No. 12 4 of 11 Revisions were required for the concrete steps to be constructed at parcels 14 and 28. Changes included revised location, increased number of steps, revised widths. The net cost above the original lump sum bid amount of Bid Item A138 — Concrete Steps and Landing was tracked and paid for under Force Account Issue Numbers E20.1at a cost of $1,481.21 and E20.1A at a cost of $302.50 and paid by lump sum under new Bid Item A239 — Revisions to Concrete Steps. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $1,783.71 14. New Bid Item A240 — Curb Inlet for S 308�' St Field Directive number 74 was issued to correct ponding that was occurring in the northeast corner of the S 308 St intersection. All costs associated with the installation of the curb inlet were tracked and paid for under Force Account Issue 19010 at a cost of $6,368.83 and paid by lump sum under new Bid Item A240 — Curb Inlet for S 308�' St. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $6,368.83 15. New Bid Item A241— Modify Off Site Flow Splitter Ai The plans incorrectly expanded the orifice at the bottom of the oil water separator in flow splitter Al. The bottom of the oil water separator had to be sealed with an 18" wide plate in order for storm water to be routed to filter vaults A and B as intended. All costs associated with the installation of the 18" plate were tracked and paid for under Force Account Issue Number 19015 at a cost of $428.20 and paid by lump sum under new Bid Item A241— Modify OfF Site Flow Splitter Ai. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $428.20 16. New Bid Item A242 — Modify Hanging Ladders Due to the orientation of the CB cover, the hanging ladders in CBs 17, 18, 19 and 20 were all placed over the top of 18" diameter storm pipe inlets. Per direction from the Project Engineer the hanging ladders were relocated so the bottom rungs did not interfere with the storm pipes. All costs associated with the relocation of the hanging ladders were tracked and paid for under Force Account Issue 19017 at a cost of $2,710.79 and paid by lump sum under new Bid Item A242 — Modify Hanging Ladders. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $2,710.79 17. New Bid Item A243 — Added Block Wall at Vault V10 The plans did not provide for a level working space on the back and sides of the Vault V10 transformer. Per direction from the Project Engineer JR Hayes constructed a block wall around the sides and back of Vault V10 and created a level working space. All costs associated with the work was tracked and paid for under Force Account Issue Number 19019 at a cost of $2,873.41 and paid by lump sum under new Bid Item A243 - Added Block Wall at Vault V10. Change Order No. 12 5 of li The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $2,873.41 18. New Bid Item A244 — Bollards for Smart Start Day Care The original parking lot at the Smart Start Day Care was separated form the outside play area by two feet vertically and 10 feet horizontally. The project shifted the parking lot to be at-grade and immediately adjacent to the outside play area. The properry manager of the Smart Start Day Care raised concerns that the chain link fence separating the at-grade parking lot from the outside play area was a safety hazard. Per Field Directive 75 ]R Hayes was directed to install bollards to separate each parking stall from the play area fence. All costs associated with the work was tracked and paid for under Force Account Issue Number 123011A at a cost of $5,743.12 and paid by lump sum under new Bid Item A244 — Bollards for Smart Start Day Care. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $5,743.12 19. New Bid Item A245 — CB 25 Curb Cover When the Contractor attempted to adjust the ring and cover to sidewalk elevation as shown in the plans, it was found to be in conflict with the curb and gutter. Rotating the CB lid would have required cutting into the new HMA overlay. Field Directive number 85 directed the ring and cover to be adjusted without rotating the CB lid, and providing a curb cover to maintain the continuity of the curb. All costs associated with the work was tracked and paid for under Force Account Issue Numbers 010912A at a cost of $1,979.97, 010912A.1 at a cost of $1,967.40, 011012A at a cost of 1,782.15, 013112A at a cost of $1,564.49 and 013112D at a cost of $1,222.05 and paid by lump sum under new Bid Item A245 — CB 25 Curb Cover. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $8,516.06 20. New Bid Item A246 — Modify Flared Inlet Debris Barrier The 10 gage strap detail shown on plan sheet 20 did not sufficiently function as a hinge as intended. Field directive 85 removed the straps and replaced them with a steel plate hinge. The debris barrier had to be modified to accommodate the new hinge design. All costs associated with the work was tracked and paid for under Force Account Issue Numbers 011312A at a cost of $324.63 and 020712A at a cost of $1,361.68 and paid by lump sum under new Bid Item A246 — Modify Flared Inlet Debris Barrier. The total change order amount for the Prime Contractor, ).R. Hayes and Sons for this item is an INCREASE of $1,686.31 21. New Bid Item A247 — Unsuitable Excavation for Detention Vault A-3 The Contractor encountered buried debris when excavating for detention vault A-3. All costs associated with the handling and disposal of the debris was tracked and paid for under Force Account Issue Number 863-20A at a cost of $882.44 and paid by lump sum under new Bid Item A247 — Unsuitable Excavation for Detention Vault A-3. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an Change Order No. 12 6 of il INCREASE of $882.44 22. New Bid Item A248 — Swing Gates The plans did not provide for access through the black vinyl coated chain link fence for concrete steps at parcel 28 and for the transformer at vault V02. All costs associated with providing and installing swing gates for access was tracked and paid for under Force Account Issue Number 951-20 at a cost of $1,409.60 and paid by lump sum under new Bid Item A248 — Swing Gates. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $1,409.60 23. New Bid Item A249 — HMA Thickened Edge at Federal Way H.S. The plans did not account for storm water runoff flowing east from the Federal Way High School driveway and parking lot across the new sidewalk to the curb and gutter. Per Field Directive number 87 the Contractor installed an HMA thickened edge to channel the water south to an existing parking lot catch basin. All costs associated with providing and installing the HMA thickened edge was tracked and paid for under Force Account Issue Number 997-20 at a cost of $5,133.55 and paid by lump sum under new Bid Item A249 — HMA Thickened Edge at Federal Way High School. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $5,133.55 24. New Bid Item A250 — Paving Overtime Premium The afternoon of October 18, 2011 The Citjr met with JR Hayes and Miles Resources to establish the criteria that must be met in order to continue paving past October 15 The outcome of that meeting was the City extended flexibility on air/ground temperatures provided that conditions were dry and compaction standards were not compromised. The parties agreed to proceed with paving that night. JR Hayes typically split their crew to provide a night support crew for the paving without incurring overtime costs. As a result of the late deliberations, JR Hayes was not able to adjust crew schedules, incurring overtime costs for the paving preparation and support. All labor costs over and above straight time were tracked and paid for under Force Account Issue Number 020312A at a cost of $210.14 and paid by lump sum under new Bid Item A250 — Paving Overtime Premium. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $210.14 25. New Bid Item A251— Replace Signal Camera Mounts The Contractor submitted video detection camera mounts that did not meet plan specifications. However, the City approved the camera mounts in error. After installation, the City caught the error and had JR Hayes replace the out of spec mounts with camera mounts that met the specification. All costs associated with providing and installing the replacement camera mounts was tracked and paid for under Force Account Issue Number 120511A at a cost of $3,102.04 and paid by lump sum under new Bid Item A251— Replace Signal Camera Mounts. Based on the portion of work performed by DBE Electric, the increase to the Disadvantaged Business Enterprise Utilization Certification for this item is $2,769.68. Change Order No. 12 7 of 11 The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $3,102.04 26. New Bid Item A252 — Relocate UPS Cabinet The location of the UPS cabinet for the S 304 St signal controller had to be revised for improved access. All costs associated with rerouting conduits and forming a new base were tracked and paid for under Force Account Issue Number 16020 at a cost of $1,512.75 and paid by lump sum under new Bid Item A252 — Relocate UPS Cabinet. Based on the portion of work performed by DBE Electric, the increase to the Disadvantaged Business Enterprise Utilization Certification for this item is $1,350.67. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $1,512.75 27. New Bid Item A253 — Relocate Ped Button at S 304"' St The pedestrian push button at the northwest corner of the S 304"' St intersection was placed in the middle of the sidewalk as per in the plans. It was relocated to make it more convenient to users of the ADA ramp. All costs associated with rerouting conduits and installing a new base were tracked and paid for under Force Account Issue Number 16022 at a cost of $1,176.74 and paid by lump sum under new Bid Item A253 — Relocate Ped Button at S 304 St. Based on the portion of work performed by DBE Electric, the increase to the Disadvantaged Business Enterprise Utilization Certification for this item is $1,050.66. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $1,176J4 THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO. DESCRIP'TION SCHEDULE A A190 — Daycare Steps A202 - Relocate Luminaire 13 Pole Base A204 - Wall 9 Revisions A223 — Raise Grade Over 60-Inch Detention System A224 — CB 24 Revisions A226 — HMA Thickened Edge Along S 308�' St A227 — Petro Tac Under HMA Over Concrete Panels A228 — Wall 10 Revisions A235 — Maintenance Truck Pad for 60-inch Detention System New Item A236 — Extra Oil Cost for 3/8" Prelevel New Item A237 — Striping Overtime Premium New Item A238 — S 308"' St Profile Transition at Pacific Hwy S New Item A239 — Revisions to Concrete Steps New Item A240 — Curb Inlet for S 308"' St CHANGE QUANTITY 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS UNIT PRICE $1,863.84 $2,753.26 $29,659.99 $6,225.33 $1,687.03 $1,127.46 $1,724.96 $233.37 $4,164.78 $3,391.85 $9,750.56 $616.78 $1,783.71 $6,368.83 ADD OR <DEDUCT> $15.13 $28.00 $1,461.88 $2,721.60 $328.59 $363.23 $565.05 $1,279.32 $6,082.12 $3,391.85 $9,750.56 $616.78 $1,783.71 $6,368.83 Change Order No. 12 8 of li New Item A241 — Modify OfF Site Flow Splitter A1 1 LS $428.20 $428.20 New Item A242 — Modify Hanging Ladders 1 LS $2,710.79 $2,710.79 New Item A243 — Added Block Wall at Vault V10 1 LS $2,873.41 $2,873.41 New Item A244 — Bollards for Smart Start Day Care 1 LS $5,743.12 $5,743.12 New Item A245 — CB 25 Curb Cover 1 LS $8,516.06 $8,516.06 New Item A246 — Modify Flared Inlet Debris Barrier 1 LS $1,686.31 $1,686.31 New Item A247 — Unsuitable Excavation for Detention Vault A-3 1 LS $882.44 $882.44 New Item A248 — Swing Gates 1 LS $1,409.60 $1,409.60 New Item A249 — HMA Thickened Edge at Federal Way H.S. 1 LS $5,133.55 $5,133.55 New Item A250 — Paving Overtime Premium 1 LS $210.14 $210.14 New Item A251— Replace Signal Camera Mounts 1 LS $3,102.04 $3,102.04 New Item A252 — Relocate UPS Cabinet 1 LS $1,512.75 $1,512.75 New Item A253 — Relocate Ped Button at S 304 St 1 LS $1,176.74 $1,176.74 SUBTOTAL SCHEDULE A: TOTAL NET CONTRACT INCREASE $70,141.80 $70,141.80 Change Order No. 12 9 of 11 The net increase to the Disadvantaged Business Enterprise Utilization Certification for the project is $5,171.01. The amount of this change to be applied towards the goal on the Disadvantaged Business Enterprise Utilization Certification for DBE Electric is $5,171.01. See attached backup information for verification of this change. DisadvantagE Subcontractor DBE Electric Advanced Governm Services Business Enter rise Subcontractors Bid Document Contract Goal DBE (Condition of Award) $998,043.00 $1,023,559.10 ent $480,000.00 $480,000.00 Total DBE = I $ .00 � $1,503,559.10 Contract Goal AFI'ER Estimated Final Change Order No. Contract Amount 13 (this change order $1,076,657.23 $1,076,657.23 $480,000.00 $480,000.00 $1,556,657.23 � $1,556,657.23 Change Order No. 12 10 of 11 An independent cost analysis has been performed � Yes ❑ No The time provided for completion in the Contract is � Unchanged ❑ Increased ❑ Decreased by 7.5 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? ❑ Yes � No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No STATEMENT: Payment for the above work wil/ be in accordance with applicable portions of the standa�d specifications, and with the understanding that al/ materials, workmanship and measurements sha/l be in accordance with the pro�isions of the standard specifications, the contract plans, and the special pro�isions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT CONTRACTOR $ 9,827,292.84 $ 682,698.77 $ 70,141.80 $ 10,580,133.41 / ,. CARY M. ROE, P.E. DIRECTOR OF PARKS, PUBLIC & EMERGENCY MANAGEMENT DATE , �5 �12 DATE Change Order No. 12 11 of li -, `-� RETURN TO: EXT: ' -' � -� :5 �� C�� � ��� l.� �Y� 11 � -_� CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATINGDEPT/DIV: PUBLICWORKS/ S !'� ° 1 S 2. ORIGINATING STAFF PERSON:_ � f i G11/I R �7 �O e t�� ExT: z� 2 3 3. DATE REQ. BY: 4. TYPE OF DOCUMENT �CHECK ONE�: ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ� ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICEAGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT �E.Cz BOND RELATED DOCUMENTS� ❑ ORDINANCE ❑ RESOLUTION , ❑ CONTRACT AMENDMENT (AG#�: /D -� D� 0 INTERLOCAL ❑ OTHER C� nc7 Nd (� fC Q r l�L, nv 5. PROJECT NAME: �' G� C: i t( 6. NAME OF CONTRACTOR: C� ADDRESS: � Z. �-I 3D S E-MAIL: � C ( --�� SIGNATURE NAM . ;T,',,,,, 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION a INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # ��'�G�Z�elO-�D BL, EXP. 12/31/ UBI #f dIIa2�'>'J8(r�, EXP. �( /30/I Z. 8. TERM: COMMENCEMENT DATE: �L_?S/ COMPLETION DATE: N/-� I. TOTAL COMPENSATION: $ /(� y N 7 2•=l, a� -f G7 (, (q � �� �C U D 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 TELEPHONE: �/ Z�- 3 R 2- � 7 Z z, FAX: G/2 �- 3�1 Z �1 A0'"L TiT�: Sr� Pro� , ivlar. ❑ PURCHASING: PLEASE CHARGE TO: �'o - ` - (�((9�~ l S�� - S S- 3 �°-�. 3 S 10. DOCUMENT / CONTRACT REVIEW �PROJECT MANAGER ���jO �DEPUTY DIItECTOR kio� r� h � � DIRECTOR � � I 3O � LAW DEPT . �. •• � ��� �� r �"� l=� �— . ��i�L�/.�� � _.�� �s� INITIAL / DATE APPROVED 11 . COUNCIL APPROVAL �IF APPLICABLE� COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING ���l ¢ � r � � l � �'^ ��� e-� ! u e f ❑ SENT TO VENDOR/CONTRACTOR � DATE SENT: ❑ ATTACH: SIGNATUREAUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INITIAL / DATE SIGNED COUNCIL APPROVAL DATE: DATE REC'D: � LAW DEPT �" SIGNATORY��6R DIRECTOR) � '� J ❑ CITY CLERK �Ass�GNED AG # AG# L �SIGNED COPY RETURNED DATE SENT: �RETURN A�FE ORIGINALS COMMENTS: ��D �XECUTE "� �� ORIGINALS 11 /9 � ;+��.�:�� a �. , � . r�:�,; o � ,.. CITY OF FEDERAL WAY AG10-109 PROJECT NUMBER R�c��iv��e CONTRACT CHANGE ORDER AGREEMENT 12 CHANGE ORDER NUMBER Pac H y South HOV Lanes Ph N-S 312th Street to Dash Point Rd PROJECT TITLE SUMMARY OF PROPOSED CHANGES: EFFECTIVE DATE J.R. Hayes and Sons, Inc. CONTRACTOR 1. Existing Bid Item A24 - Removal of Structures and Obstructions Per field direction by the Engineer, Contractor removed structures and obstructions not noted on the Project Plans and Specifications as follows: A. Contractor removed two sign bases at Station 19+40 LT and 19+70 LT to allow for installation of new sidewalk. Sign bases were not shown or noted on Project Plans and Specifications. Work was tracked under Force Account Issue No. 16003 at a cost of $631.50. B. Contractor removed stump to allow for installation of driveway approach at Zuran Sayre property. Stump was not shown or noted on Project Plans and Specifications. Work was tracked under Force Account Issue No. 16004 at a cost of $1,261.63. C. Contractor removed two sign bases at Jiffy Lube property to allow for installation of driveway approach and sidewalk. The sign bases were not shown or noted on Project Plans and Specifications. Work was tracked under Force Account Issue No. 16005 at a cost of $355.22. D. Contractor broke up and removed concrete obstructions from the footing of vault A-3 at the offsite storm. Concrete obstructions were not shown or noted on Project Plans and Specifications. Work was tracked under Force Account Issue No. 16006 at a cost of $260.63. E. Contractor removed sign base at the northeast corner of South 308 Street and Pacific Highway South to allow for' installation of new sidewalk. Sign base was not shown or noted on Project Plans and Specifications. Work was tracked under Force Account Issue No. 16023 at a cost of $258.45. F. Contractor removed two sign bases at driveway 18A to allow for installation of new driveway approach. Sign bases were not shown or noted on Project Plans and Specifications. Work was tracked under Force Account Issue No. 16027 at a cost of $490.28. G. Contractor removed sign base on the south property line of the Union 76 gas station to allow for installation of new sidewalk. Sign base was not shown or noted on Project Plans and Specifications. Work was tracked under Force Account Issue No. 16028 at a cost of $266.63. H. Contractor removed sign base in the driveway approach for the 7-Eleven property to allow for installation of new driveway approach. Sign base was not shown or noted on Project Plans and Specifications. Work was tracked under Force Account Issue No. 16033 at a cost of $1,883.41. Change Order No. 12 1 of 14 All costs associated with work to remove structures and obstructions paid by lump sum under existing Bid Item A24 — Removal of Structures and Obstructions is hereby increased by $5,407.75 from $75,137.56 to $80,545.31. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for Work this item is an INCREASE of $5,407J5 2. Existing Bid Item A195 - Revised Super-Elevation Transition Per Field Directive 42 and RFI 54 response, the super-elevation transition area between Stations 19+22.35 and 19+64 and between Stations 33+11.82 and 33+52.16 was revised to address an error in the original designed super-elevation transitions. Per Change Order 6, a portion of this work was tracked under Force Account Issue Numbers E11064 and 1824 and paid by lump sum under Bid Iten A195 — Revised Super- Elevation Transition. Since Change Order 6, the Contractor submitted invoices for survey associated with Bid Item A195 — Revised Super-Elevation Transition. This work was tracked under Force Account Issue Numbers E16.8 at a cost of $597.80 and E16.9 at a cost of $140.00. The amount paid by lump sum under existing Bid Item A195 — Revised Super-Elevation Transition is hereby increased by $737.80 from $21,797.79 to $22,535.59 to account for additional work performed since Change Order 6. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE $737.80 3. Existing Bid Item A202 - Relocate Luminaire 13 Pole Base Per Field Directive 41, Prime Contractor, JR Hayes and Sons, Inc. relocated luminaire 13 pole base to provide for 18 inch minimum clearance between luminaire and transformer vault. The Project Plans and Specifications did not provide for the minimum clearance requirement from transformer vault. Per Change Order 7, a portion of this work was tracked under Force Account Issue Numbers 1927 and 1837 and paid by lump sum under new Bid Item A202 - Relocate Luminaire 13 Pole Base. Since Change Order 7, the Contractor submitted invoices for survey associated with Bid Item A202 — Relocate Luminaire 13 Pole Base. This work was tracked under Force Account Issue Number E14.3 at a cost of $140.00. The amount paid by lump sum under existing Bid Item A202 — Relocate Luminaire 13 Pole Base is hereby increased by $140.00 from $2,613.26 to $2,753.26 to account for additional work performed since Change Order 7. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $140.00 4. Existing Bid Item A203 - Revisions to Luminaires 22 and 35 Per Field Directive 32, the location of Luminaire 35 was revised to address concerns that its location was susceptible to being struck by a sliding vehicle during slick road conditions. While reviewing the location of Luminaire 35, the Engineer of Record noticed an incorrect call-out for the arm length of Luminaire 22. Field Directive 32 corrects this error by revising Luminaire 22's arm length to 10 feet. Luminaire 35's arm length was revised to 10 feet for consistency along the corridor. Per Change Order 7, a portion of this work was tracked under Force Account No. 1930 and paid by lump sum under new Bid Item A203 — Revisions to Change Order No. 12 2 of 14 Luminaire #22 and #35. Since Change Order 7, the Contractor submitted invoices for survey associated with Bid Item A203 — Revisions to Luminaires 22 and 35. This work was tracked under Force Account Issue Numbers E16.14 at a cost of $315.00 and E16.6 at a cost of $37.80. The amount paid by lump sum under existing Bid Item A203 — Revisions to Luminaire #22 and #35 is hereby increased by $352.80 from $3,818.92 to $4,171.72 to account for additional work performed since Change Order 7. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $352.80 5. Bid Item A204 - Wall 9 Revisions Per Field Directive 52, Wall 9 was revised as shown on revised Plan Sheets 52, 53, and 117 due to a lack of property rights to construct Wall 9 on Parcel 15 as shown in the plans. Work included reconstructing Wall 9 to new alignment, relocating luminaire 19, relocating vault V12 and retraining conduit to vault, relocating Qwest closure, installing stamped concrete pad behind back of walk, and updating irrigation and landscaping. Per Change Order 7, a portion of the work associated with this change was tracked under Force Account Issue Numbers 11030, 11031, 11032, 11034, 11040, 12000, 12002, 12013, 12014, 12016, 12017, 12019, 12020, 12021, 12024 and 12025 and paid under Bid Item A204 — Wall 9 Revisions. Per Change Order 10, additional work associated with this change was tracked under Force Account Issue Numbers 13007 and E14.12 and paid under Bid Item A204 — Wall 9 Revisions. Change Order 10 erroneously excluded Force Account Issue Number 12023 at a cost of $120.74. The amount paid by lump sum under existing Bid Item A204 — Wall 9 Revisions is hereby increased by $120.74 from $29,659.99 to $29,780.73 to account for work erroneously omitted in Change Order 10. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $120.74 6. Existing Bid Item A211— Side St Profile Revisions at S 304 St and S 308"' St Discrepancies were found between side street profiles and the main line cross sections at S 304"' and S 308 Streets. Field Directive 54 was issued to revise the cross street profiles at the intersections, and to revise elevations of project facilities affected by the profile revisions. Per Change Order 10, a portion of this work was tracked under Force Account Issue Numbers E12.5 and 14007 and paid by lump sum under new Bid Item A211 — Side St Profile Revisions at S 304 St and S 308 St. Since Change Order 10, the Contractor submitted invoices for survey associated with Bid Item A211— Side St Profile Revisions at S 304"' St and S 308` St. This work was tracked under Force Account Issue Number E16.3 at a cost of $84.67. The amount paid by lump sum under existing Bid Item A211— Side St Profile Revisions at S 304"' St and S 308�' St is hereby increased by $84.67 from $499.80 to $584.47 to account for additional work performed since Change Order 10. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $84.67 7. Bid Item A215 — Additional Survey Change Order No. 12 3 of 14 Per field direction by the Engineer, the Contractor provided additional survey for work not noted on the Project Plans and Specifications. Per Change Order 10, a portion of this work was tracked under Force Account Issue Numbers E12.1, E12.2 and E12.3 and paid by lump sum under new Bid Item A215 — Additional Survey. Since Change Order 10, the Contractor has provided additional survey invoices for work associated with Bid Item A215 — Additional Survey as follows: A. Per Field Directive No. 62, Pedestrian Pole at Station 24+65.5, 54.5' LT was revised to resolve conflict with sidewalk. All costs and work associated with this change was tracked under Force Account Issue Numbers E16.1 and 16019 at a cost of $661.47. B. Per Field Directive No. 53, the locations of Type III Pole #1 and PPB Pole #2 were revised to resolve a conflict with King County conduit and provide for improved handicap access to the poles. All costs and work associated with this change was tracked under Force Account Issue Numbers E16.4, E16.11 and E16.12 at a cost of $413.00. C. Per Field Directive No. 26, the Joint Utility Trench crossing Pacific Highway at S 304"' Street was revised to resolve conflicts with existing utilities. A portion of this work was tracked under Force Account Issue No. E12.2 and paid by lump sum under Existing Bid Item A215 — Additional Survey in Change Order 10. Since Change Order 10, the Contractor submitted additional invoices for survey associated with this work tracked under Force Account Issue Number 16.17 at a cost of $280.00. The amount paid by lump sum under existing Bid Item A215 — Additional Survey is hereby increased by $1,354.47 from $1,761.20 to $3,115.67 to account for additional work performed since Change Order 10. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $1,354.47 8. New Bid Item A221— Install Permanent Driveway to OfF-site Detention Vaults Per Field Directive No. 60, the Contractor constructed a permanent driveway to access the off-site detention vaults off of Redondo Way South. This work was not noted on Project Plans and Specifications. A portion of the work was paid for using existing unit prices for A52 - CSBC and A140 - Quarry Spalls. All other work and costs associated with this change was tracked under Force Account Issue Numbers; 16001 at a cost of $363.48, 16002 at a cost of $1,450.86, 16007 at a cost of $2,709.50, 16009 at a cost of $3,603.30, 16011 at a cost of $345.85, and 16025 at a cost of $1,055.57 paid by lump sum under new Bid Item A221— Install Permanent Driveway to Off-site Detention Vaults. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $9,528.56 9. New Bid Item A222 — Install Gate to Access PSE Switch Vault SW01 Change Order No. 12 4 of 14 Per field direction by the Engineer, the Contractor installed gate on ROW line to provide access to PSE Switch Vault SW01 at Station 71+00 LT. All work and costs associated with this change was tracked under Force Account Issue Number 16024 at a cost of $1,949.17 and paid by lump sum under new Bid Item A222 — Install Gate to Access PSE Switch Vault SW01. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $1,949.17 10. New Bid Item A223 — Raise Grade Over 60-inch Detention System Per field direction by the Engineer, the Contractor raised the ground elevation over the 60-inch Detention System to provide gradual slope for mowing and maintenance from the sidewalk to the existing ground in front of Federal Way High School. This work was not noted on the Project Plans and Specifications. Work involved grading and installing new 8-inch, 12-inch and 24-inch risers on filter vault and inspection manholes. All work and costs associated with this change was tracked under Force Account Issue Numbers 16029 at a cost of $696.67, 16030 at a cost of $4,229.71 and 16031 at a cost of $1,298.95 and paid by lump sum under new Bid Item A223 — Raise Grade Over 60-inch Detention System. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $6,225.33 11. New Bid Item A224 — CB 24 Revisions Project Plans noted CB 24 Type II 48" be rotated to the flowline. The Contractor submitted RFI 76 noting that CB 24 was a grate inlet and not a type 2 48" structure. Per RFI 76 response, the Contractor installed a custom conversion riser and circular locking ring and cover to match finished grade. All work and costs associated with this change were tracked under Force Account Issue Number 16032 at a cost of $1,687.03 and paid by lump sum under new Bid Item A224 — CB 24 Revisions. The total change order amount for the Prime Contractor, ).R. Hayes and Sons for this item is an INCREASE of $1,687.03 12. New Bid Item A225 — Rotate CB's 18, 19 and 20 The designed rim location of catch basins 18, 19 and 20 conflicted with the curb and gutter. Per the Project Plans, the curb overlapped the rim by 0.1'. The Contractor rotated catch basins 18, 19 and 20, 180 degrees into the drive lane without direction from the City to resolve the conflict between catch basin and the curb. The cost for this work was absorbed by the Contractor. Per direction by the Engineer, the Contractor rotated the catch basins out of the drive lane back towards the curb and partially in the gutter but out of the curb. All work and costs associated with this change was tracked under Force Account Issue Number 17006 at a cost of $1,866.46 and paid by lump sum under new Bid Item A225 — Rotate CB's 18, 19 and 20. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $1,866.46 Change Order No. 12 5 of 14 13. New Bid Item A226 — HMA Thickened Edge Along S 308 St Per Field Directive Number 68, the Contractor installed 238 linear feet of asphalt thickened edge curb along South 308 Street from existing new curb at Station 68+95.70 RT west to existing curb and gutter to direct storm water into the public storm system. This work was not noted on the Project Plans and Specifications. All work and costs associated with this change was tracked under Force Account Issue Number 18000 at a cost of $1,127.46 and paid by lump sum under new Bid Item A226 — HMA Thickened Edge Along S 308�' St. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $1,127.46 14. New Bid Item A227 — Petro Tac Under HMA Over Concrete Panels Per field direction by the Engineer, the Contractor placed Petro Tac over cracks in concrete panels between Station 21+00 and 24+00 RT to help prevent cracking in HMA section. All work and costs associated with this change was tracked under Force Account Issue Number 18002 at a cost of $1,724.96 and paid by lump sum under new Bid Item A227 — Petro Tac Under HMA Over Concrete Panels. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $1,724.96 15. New Bid Item A228 — Wall 10 Revisions Wall 10 was revised to maintain pedestrian access to hair salon per Field Directive Number 64. The Contractor constructed Wall 10 per field directive. All work and costs associated with this change was tracked under Force Account Issue Number 18005 at a cost of $233.37 and paid by lump sum under new Bid Item A228 — Wall 10 Revisions. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $233.37 16. New Bid Item A229 — Sidewalk Revisions North of S 308"' St Per Field Directive Number 69, the Contractor constructed sidewalk north of South 308"' Street to match existing conditions and to avoid conflicts with existing utilities. A portion of this work was paid using existing unit prices for A134 — Thickened Edge Sidewalk and A135 — Cement Concrete Sidewalk. All other work and cost associated with this change was tracked under Force Account Issue Number 18011 at a cost of $476.89 and 18012 at a cost of $994.10 and paid by lump sum under new Bid Item A229 — Sidewalk Revisions North of S 308 St. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $1,470.99 17. New Bid Item A230 — Storm Revisions at 7-Eleven Parking Lot Change Order No. 12 6 of 14 While grading for sidewalk at 4+00 RT, the Contractor discovered a buried catch basin that was not noted on the Project Plans and Specifications and submitted RFI 80 asking for direction on how to proceed. Per Field Directive Number 59 and RFI 80 response, the Contractor connected this catch basin to the existing storm system. All work and costs associated with this change was tracked under Force Account Issue Numbers E16.2 at a cost of $1,121.34 and E18.1 at a cost of $2,294.67 and paid by lump sum under new Bid Item A230 — Storm Revisions at 7-Eleven Parking Lot. The total change order amount for the Prime Contractor, ).R. Hayes and Sons for this item is an INCREASE of $3,416.01 18. New Bid Item A231— Temporary Painted Arrows Per field direction by the Engineer, the Contractor installed temporary painted arrows for traffic control. This work was not noted on the Project Plans and Specifications and all work and costs associated with this change was tracked under Force Account Issue Number E16.19 at a cost of $340.26 and paid by lump sum under new Bid Item A231— Temporary Painted Arrows. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $340.26 19. New Bid Item A232 — Class B Signage Per field direction by the Engineer, the Contractor provided 42 Class B signs required for traffic control. This work was not noted on the Project Plans and Specifications. All work and costs associated with this change was tracked under Force Account Issue Number E16.20 at a cost of $6,409.69 and paid by lump sum under new Bid Item A232 — Class B Signage. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $6,409.69 20. New Bid Item A233 — Install�Gate at Smart Start Day Care Per the project plans, the Contractor was to replace the chain link fence at the Smart Start Day Care play area. Replacement of a maintenance gate was not noted on the Project Plans and Specifications. Per field direction by the Engineer, the Contractor installed a maintenance gate. All work and costs associated with this change was tracked under Force Account Issue Number 19003 at a cost of $926.15 and paid by lump sum under new Bid Item A233 — Install Gate at Smart Start Daycare. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $926.15 21. New Bid Item A234 — Extend Fence at Off-site Storm System Change Order No. 12 7 of 14 Per field direction by the Engineer, the Contractor extended fence 37-feet to the north of existing gate at the ofF-site storm system to prevent public access into this area. This work was necessary due to construction of a haul road into the area to build vault system. Extension of the fence was not noted on the Project Plans and Specifications. All work and costs associated with this change was tracked under Force Account Issue Number 19004 at a cost of $983.48 and paid by lump sum under new Bid Item A234 — Extend Fence at Off- site Storm System. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $983.48 22. New Bid Item A235 — Maintenance Truck Pad for 60-inch Detention Sys Per Field Directive Numbers 61 and 65, the Contractor installed truck pad for maintenance of the water quality detention vault in front of Federal Way High School. Work included installing pavers from Station 11+22 to 11+50 behind the sidewalk and from Station 13+20 to 13+45 in the planter strip. From Station 11+00 to 14+00, the designed 4-inch sidewalk section was changed to 6-inch reinforced sidewalk. This change will provide access for vactor trucks to provide vault maintenance. This work was not noted on the Project Plans and Specifications. All work and costs associated with this change was tracked under Force Account Issue Numbers 16014 at a cost of $2,207.45, 19005 at a cost of $724.76, 941-20 at a cost of $363.23 and E19.2 at a cost of $869.34 and paid by lump sum under new Bid Item A235 — Maintenance Truck Pad for 60-inch Detention Sys. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $4,164.78 23. Bid Item B39 - SDCVA Connection Station 5+97 Per field direction by the Engineer, Contractor upsized SDCVA connection at Station 5+97 from 4 inch to 6 inch. The Plans called for a 4 inch connection to be paid under Bid Item B20 — Relocate Existing SDCVA but existing conditions required a 6 inch connection. Per Change Order 6, a portion of work was tracked under Force Account No. E11050 and paid by lump sum under new Bid Item B39 — SDCVA Connection Stations 5+97. Since Change Order 6, the Contractor performed additional work associated with this item. This work was tracked under Force Account Issue Numbers E17.2 at a cost of $889.61, E17.3 at a cost of $3,776.06 and E17.4 at a cost of $1,652.73. The amount paid by lump sum under existing Bid Item B39 — SDCVA Connection Station 5+97 is hereby increased by $6,318.40 from $667.35 to $6,985.75 to account for additional work performed since Change Order 6. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $6,318.40 24. Bid Item B20 — Relocate Existing SDCVA Per field direction by the Engineer, Contractor upsized SDCVA connection at Station 5+97 from 4 inch to 6 inch. The Plans called for a 4 inch connection to be paid under Bid Item 620 — Relocate Existing SDCVA but existing conditions required a 6 inch connection. Per Change Order 6, new Bid Item B39 — SDCVA Connection Stations 5+97 was created account this change of condition. All work associated with Bid Item Change Order No. 12 8 of 14 B20 — Relocate Existing SDCVA to be paid under Bid Item B39 — SDCVA Connection Station 5+97. Bid Item B20 — Relocate Existing SDCVA in the amount of $2,530.00 is hereby deleted from the Contract. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an DECREASE of $2,530.00 25. New Bid Item B49 — Adjust Existing Water Meter Box Station 91+20 LT Per direction by the Engineer, the Contractor adjusted existing meter box to match new pavement grade at Station 25+00 RT in parking lot east of Pacific Highway South. This work was not noted on the Project Plans and Specification and was necessary since the parking lot grade was raised during construction for drainage. All work and costs associated with this change was tracked under Force Account Issue Number 18006 at a cost of $555.48 and paid by lump sum under Bid Item B49 — Adjust Existing Water Meter Box. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $555.48 26. New Bid Item C7 — Cut Abandoned Comcast Conduit 3-feet Below Finished Grade The City required that all abandoned conduit be at least 3-feet below finished grade. Where utility poles were removed for this project, conduit had been left just below the surface. Per direction by the Engineer, the Contractor cut all abandoned conduit down to 3-feet below finished grade. This cost of this work was allocated to each utility purveyor based ori the amount of work. The City determined that Comcast shall be responsible for 25 percent of the total cost. All work and costs associated with this change was tracked under Force Account Issue Number 17001 at a total cost of $3,614.50. Comcast's portion of the total cost, 25 percent of $3,614.50 or $903.62 paid by lump sum under Bid Item C7 — Cut Abandoned Comcast Conduit 3-feet Below Finished Grade. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $903.62 27. New Bid Item D19 — Review PSE Easements for Bollards Per field direction by the Engineer, Contractor reviewed the project for additional survey for PSE easements. This work was not included in the base scope for survey on Project. All costs and work associated with this change was tracked under Force Account Issue No. E16.16 at a cost of $420.00. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $420.00 28. New Bid Item D20 — Cut Abandoned PSE Conduit 3-feet Below Finished Grade The City required that all abandoned conduit be at least 3-feet below finished grade. Where utility poles were removed for this project, conduit had been left just below the surface. Per direction by the Change Order No. 12 9 of 14 Engineer, the Contractor cut all abandoned conduit down to 3-feet below finished grade. This cost of this work was allocated to each utility purveyor based on the amount of work. The City determined that Puget Sound Energy shall be responsible for 50 percent of the total cost. All work and costs associated with this change was tracked under Force Account Issue Number 17001 at a total cost of $3,614.50. Puget Sound Energy's portion of the total cost, 50 percent of $3,614.50 or $1,807.25 paid by lump sum under Bid Item D19 — Cut Abandoned PSE Conduit 3-feet Below Finished Grade. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $1,807.25 29. New Bid Item E20 — Restake Qwest Vault Sta 7+65 RT Per direction by the Engineer, the Contractor re-staked Qwest Vault at Station 7+65 RT to resolve conflict with existing utilities. All work and costs associated with this change was tracked under Force Account Issue Number E16.10 and paid by lump sum under new Bid Item E20 — Restake Qwest Vault Sta 7+65 RT. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $140.00 30. New Bid Item E21— Cut Abandoned Qwest Conduit 3-feet Below Finished Grade The Ciry required that all abandoned conduit be at least 3-feet below finished grade. Where utility poles were removed for this project, conduit had been left just below the surface. Per direction by the Engineer, the Contractor cut all abandoned conduit down to 3-feet below finished grade. This cost of this work was allocated to each utility purveyor based on the amount of work. The City determined that Qwest shall be responsible for 25 percent of the total cost. All work and costs associated with this change was tracked under Force Account Issue Number 17001 at a total cost of $3,614.50. Qwest's portion of the total cost, 25 percent of $3,614.50 or $903.62 paid by lump sum under Bid Item C7 — Cut Abandoned Qwest Conduit 3-feet Below Finished Grade. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $903.62 31. New Bid Item E22 — Remove Qwest Handhole at Driveway 16 Per direction by the Engineer, the Contractor removed Qwest handhole at Station 18+65 RT in the middle of driveway 16. This handhole had to remain in place until Qwest wrecked out the phone lines. Work ir�volved plating over the driveway, excavating around the handhole so Qwest could wreck out the phone lines, removing the handhole for Qwest, and backfilling. All work and costs associated with this change was tracked under Force Account Issue Number 16017 at a cost of $428.45, 16018 at a cost of $695.92 and 16021 at a cost of $551.56 and paid by lump sum under Bid Item E22 — Remove Qwest Handhole at Drivewa�r 16. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $1,675.93 Change Order No. 12 10 of 14 32. New Bid Item E23 — Qwest Duct Bank Conflicts Per Field Directive Number 30, the Contractor revised storm profile segment P35D between CB 8A and 8B to resolve conflict with Qwest duct bank. The Qwest duct bank crossing location was not accurately noted on the Project Plans and Specifications. Work involved additional survey to restake the location of the storm tine above the duct bank. All work and costs associated with this change was tracked under Force Account Issue Number E16.5 at a cost of $37.80. A similar conflict with the existing concrete encased Qwest duct bank with the drainage crossing between CBs 8A and 8B. All work and costs associated with this change was tracked under Force Account Issue Number E14.7 at a cost of $215.60. All noted extra work is paid by lump sum under Bid Item E23 — Qwest Duct Bank Conflicts. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $253.40 33. New Bid Item E24 — Adjust Existing Qwest Vaults Per direction by the Engineer, the Contractor adjusted existing Qwest vaults MH16 and MH17 to grade. This work was not noted on the Project Plans and Specifications. All work and costs associated with this change was tracked under Force Account Issue Number E17.1 at a cost of $1,414.37 and paid by lump sum under Bid Item E24 — Adjust Existing Qwest Vaults. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $1,414.37 34. New Bid Item E25 — Restaking for Revised Qwest Plans The Contractor provided additional survey for Revised Qwest Plans per RFP No. 6. All costs and work associated with this change was tracked under Force Account Issue No. E14.4 at a cost of $140.00. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $140.00 Change Order No. 12 11 of 14 THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM CHANGE UNIT ADD OR NO. DESCRIPTION QUANTITY PRICE <DEDUCT> SCHEDULE A A24 Removal of Structures and Obstructions 1 LS $75,137.56 $5,407.75 A195 Revised Super-Elevation Transition 1 LS $22,535.59 $737.80 A202 Relocate Luminaire 13 Pole Base 1 LS $2,613.26 $140.00 A203 Revisions to Luminaire 22 and 35 1 LS $3,818.92 $352.80 A204 Wall 9 Revisions 1 LS $29,659.99 $120.74 A211 Side St Profile Revisions at S 304 St and S 308 St 1 LS $499.80 $84.67 A215 Additional Survey 1 LS $1,761.20 $1,354.47 New Item A221 Install Permanent DW to Off-site Detention Vaults 1 LS $9,528.56 $9,528.56 New Item A222 Install Gate to Access PSE Switch Vault SW01 1 LS $1,949.17 $1,949.17 New Item A223 Raise Grade Over 60-inch Detention System 1 LS $6,225.33 $6,225.33 New Item A224 CB 24 Revisions 1 LS $1,687.03 $1,687.03 New Item A225 Rotate CB 18, 19, and 20 1 LS $1,866.46 $1,866.46 New Item A226 HMA Thickened Edge Along S 308�' St 1 LS $1,127.46 $1,127.46 New Item A227 Petro Tac Under HMA Over Concrete Panels 1 LS $1,724.96 $1,724.96 New Item A228 Wall 10 Revisions 1 LS $233.37 $233.37 New Item A229 Sidewalk Revisions North of S 308"' St 1 LS $1470.99 $1470.99 New Item A230 Storm Revisions at 7-Eleven Parking Lot 1 LS $3,416.01 $3,416.01 New Item A231 Temporary Painted Arrows 1 LS $340.26 $340.26 New Item A232 Class B Signage 1 LS $6,409.69 $6,409.69 New Item A233 Install Gate at Smart Start Day Care 1 LS $926.15 $926.15 New Item A234 Extend Fence at Off-site Storm System 1 LS $983.48 $983.49 New Item A235 Maintenance Truck Pad for 60-inch Detention Sys 1 LS $4,164.78 $4,164.78 SUBTOTAL SCHEDULE A: $50,251.94 SCHEDULE B Delete B20 Relocate Existing SDCVA -1 LS $2,530.00 ($2,530.00) B39 SDCVA Connection Station 5+97 1 LS $667.35 $6,318.40 New Item B49 Adiust Existing Water Meter Box 1 LS $555.48 $555.48 SUBTOTAL SCHEDULE B: $4,343.88 9.5% SALES TAX $412.67 TOTAL SCHEDULE B $4,756.55 SCHEDULE C New Item C7 Cut Abandoned Comcast Conduit 3-feet Below F/G 1 LS �903.63 $903.63 SUBTOTAL SCHEDULE C: $903.63 SCHEDULE D New Item D19 Review PSE Easements for Bollards 1 LS $420.00 $420.00 New Item D20 Cut Abandoned PSE Conduit 3-feet Below F/G 1 LS �1.807.25 $1,807.25 SUBTOTAL SCHEDULE A: $2�22�•25 Change Order No. 12 12 of 14 SCHEDULE E New Item E20 Restake Qwest Vault Sta 7+65 RT 1 LS $140.00 $140.00 New Item E21 Cut Abandoned Qwest Conduit 3-feet Below F/G 1 LS $903.63 $903.63 New Item E22 Removed Qwest Handhole at Driveway 16 1 LS $1,675.93 $1,675.93 New Item E23 Qwest Duct Bank Conflicts 1 LS $253.40 $253.40 New Item E24 Adjust Existing Qwest Vaults 1 LS $1,414.37 $1,414.37 New Item E25 Restaking for Revised Qwest Plans 1 LS $140.00 $140.00 SUBTOTAL SCHEDULE E: $4,527.33 TOTAL NET CONTRACT INCREASE $62,666.70 Change Order No. 12 13 of 14 An independent cost analysis has been performed � Yes ❑ No The time provided for completion in the Contract is ❑ Unchanged � Increased ❑ Decreased by 7.5 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? ❑ Yes � No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No STATEMENT: Payment for the above work wi// be in accordance with app/icab/e portions of fhe standard specifications, and with the understanding that a// materials, workmanship and measurements shal/ be in accordance with the provisions of the standard specifications, the contract plans, and the specia/ pro�isions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT 2 $ 9,827,292.84 $ 620,032.07 � 62,666.70 $ 10,509,991.61 � CARY M. ROE, P.E. � DIRECTOR OF PARKS, PUBLIC WORKS, & EMERGENCY MANAGEMENT DATE i r� r �z DATE Change Order No. 12 14 of 14 RETURN TO: � ° EXT: �;�7G � ��(C�IL�`It.Gc ll��Lt� CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS / ��' r�-�'T S 2. ORIGINATING STAFF PERSON: Q tr 1Gt 1,.� �� �j Q P'1'� EXT: � 7 2 3 3. DATE REQ. BY: 4. TYPE OF DOCUMENT �CHECK ONE�: ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ� ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT o GOODS AND SERVICEAGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION ONTRACT AMENDMENT (AG#�: / O— � O q ❑ INTERLOCAL �THER �Q udP f"���pr � � 5. PROJECT NAME: �Gl. G t'St�� 6. NAME OF ADDRESS: sf SIGNATURE TELEPHONE: �/z�'- 3ai Z- �722 FAX: �! zT- 3°1 Z- �i�i�� TITLE: S r� Pro i. l�(a r. —�—� 7. EXHIBTTS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFTCATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # f0 - [ozryo �[)d BL, EXP. 12/31/ 2G�lI UBI # C�I� P� 8(� , EXP. t-�/�/� 8. TERM: COMMENCEMENT DATE: Co l f5 I � COMPLETION DATE: /Y�Q 1���f47, 3Z`f.�f 1 9. TOTAL COMPENSATION: $ ID,.�'�-� ��, 3 Z�I �( �-- .� �` (INCLUDE EXPENSES AND SALES TAX, IF ANY� (IF CALCULATED ON HOURLY LABO AR H RC GE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES� REIMBURSABLE EXPENSE: ❑ YES �NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES �NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGETO: 3O({Z 4K6D� l S�t'' S"�!' S - 3�'�0 3 S lO. DOCUMENT / CONTRACT REVIEW `�' PROJECT MANAGER �(I�4� �DEPUTYDIRECTOR Marc+}a�1 � � � 3� DIRECTOR t�1 �LAWDEPT P(ease S��H e.x�rwiT p-( IN L/DAT REVIEWED �, � ! l 2q ( I -� �l tie '3 d �'7/� � � 11. COUNCIL APPROVAL �IF APPLICABLE� COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING F ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: DATE REC'D: I � INITIAL / DATE SIGNED o LAW DEPT l'J�'l.� � SIGNATORY (MAYORf�"HI�,Z'TQI�"" ❑ CITY CLERK " I I YL`'/,� ASSIGNED AG # AG# In' L�I I� �� SIGNED COPY RETURNED DATE SENT: I Z�,� �� �RETURN A2d�E ORIGINAI�S� COMMENTS. � v vn EXECUTE "� ° ORIGINALS 11/9 �.�:.:��:..' -- �.'f'. .. 1� � - - CITY OF FEDERAL WAY AG10-109 PROJECT NUMBER tlrr r ; i� ��'°fik;µ'�t�°'; �:, CONTRACT CHANGE ORDER AGREEMENT 11 CHANGE ORDER NUMBER Pac Hwy South HOV Lanes Ph N-S 312th Street to Dash Point Rd PRO]ECT TITLE SUMMARY OF PROPOSED CHANGES: i. Retainage Bond ��C I�,�I( EFFECTINE DATE J.R. Haxes and Sons, Inc. CONTRACTOR IXHIBIT "D" of Contract AG10-109 is hereby deleted and replaced with attached EXHIBIT "D-1". The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is $0.00 (zero dollars and zero cents) Change Order No. 11 1 of 2 An independent cost analysis has been performed ❑ Yes � No The time provided for completion in the Contract is � Unchanged ❑ Increased ❑ Decreased by _ Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes � No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No STATEMENT: Payment for the above work wi// be in accordance with applicab/e portions of the standard specifications, and with the understanding that a// materia/s, workmanship and measurements sha// L� in accordance with the provisions of the standard specifications, the contract p/ans, and the specia/ provisions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT $ 9,827,292.84 $ 620,032.07 $ 0 $ 10,447,324.91 DATE _� � � SKIP PRIEST MAYOR DATE Change Order No. 11 2 of 2 . �: ,.; � .� .,. :.: .;,.� a w.. ,,�,_ ,, . _ _:...,.. _�. ,. _-..., .. . -- � t i: b;. . „�.. ,.,Fp r� . — � � � � �• ,. ; �.....: _... �. �. :,.: :. � .' � :�.' � ��° ! '�� .V .- EXHISI'� D +� BOND NO. 52BCSGC3364 RETAINAGE 80NQ TO CITY OF FEDERAL WAY PACIFIC HIGHWAY SOUTH H4V LANES PHASE IV SC?UTH 312TH STREET TO DASH POINT ROAD KNOW Ai1 PERSONS BY 'f'HESE PRESENT5 that we, the undersigned, J.R. HAYES & SONS iNC. as principal ("Prfncipal'�, and HARTFORD FIRE INSURANCE COMPANY � d CArp01'dtl0il organized and existing under the laws of the State Of ��NN_ C'T�.I_r1IT , as a surety Corporation, and qual9fied under the laws of the State of Washington to become sur�ty upon bonds of Cnntractors with Municipa! Corporations, as surety {"Surety'�, are jointly and severalty held and flrmiy bonded to the City of Federal Way ("'City�} in the pena( sum of: Four Hundred Ninety-One Thousand Twenty � ($ as�.o2o.aa __ __ ) for the payment of which sum we bind ourselves and our successors, heirs, administratars or personaf representatives, as the case may be. * and 84/100ths — Dollars A. This obligation is entered into in pursuant to the statutes of the State of Washington and the ordinances; regulations, standards and poliaes of the City, as now existtng or hereafter amended or adopted. B. Pursuarrt to proper authorization, the Gty Manager is authorized to enter into a certain cantract with the Printipal, providing for the Pacific Highway South HOV Lanes Phase N- South 312th Street to Dash Point Road project, which �ntract is incorporated herein by thts reference {"Contract'�, and C. Pursuant to State law, Chapter 60.28 RC1JU, the City is required #o reserve from the monles earned by the Principal pursuarit to the contract, a sum not to exceed fve percent (5%), safd sum to be retained by the City as a trust fund for the protection and paymertt of any person or persons, mechanic, subcontractar or materialmen who shall perForm any labor upon such contract or the doing of such work, and all pexsans who shall supply such per�n or persons or subcuntractors with pravisions and supplies for the carrying on of such work, and the State with the respect to taxes imposed pursuant to Title 82 RLW which may be due from said Prindpal. Every person performing labor or furnishing supp{ies towards completion of said improvement or work shall have a lien on said �monies so reserved, provided that such notice af the lien of such claimant shali be given in the rnanner and within the time provided in RCW 39.08.030 as now ex9sting and in accordance with any amendments that may hereafter be provided fihereto; and D. State law further provides that wlth the consent of the City, the Principal rnay submit a band for all or arry pattion of the amount of funds retained by the pubfic body in a#orm acceptable to the pubiit body conditioned upon such bond any proceeds therefrom being made subject to all daims and liens and in the same manner and priority as set forth retained percentages pursuant to Chapter 60.28 RCW; and E. 7he Principa! has accepted, or is about to accept, the Cantract, and undertake to pertorrn the work therein provided for in the manner and within the time set forth, for the amount of $ a,a2o ,416.84 and F. The Cty is prepared to release any required retainage maney previously paid by the @rincipal prior to acceptante and su�cessful, operation and fulfilment of all other terms of said contract upon beirtg indemnified by these presents, NOW, l HEREFORE, if the Prindpai shalt perForm all the pravislons of the Contract in the rnanner and within the tirne period prescribed by the Cty, or within such extenslons of time as may be granted under the Contract, and shalt pay all labarers, mechanics, su5contractors and material men or women, and a11 persons who sha11 supply the Principal or subcontractors wfth provisions and suppiies for the carrying on of said work, and if the Principal shall pay to the State ati taxes imposed pursuant to Title 82 RCW which mey be due frum such Principal as a result of this cantract then and in tfie event this obfigation shal! be void; but otherwis� it shall be and remaln in fuN force and effect. And the Surety, for vaEue received, hereby further stipulates and agrees that no change, extension of time, alterahon or addition to the terms of the Cantract or to the work to be perfarmed tl��reun�er or the saec��catio�s aaomparrying the same shall in any way affect its abfigatior► on thls bond, and it does hereby waive natice of any change, extensfon of time, alterations or additions to the terms of�the Cantract or to fhe Work. City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase IV RFB Ver. 1-08 South 312th Street to Dash Point Raad Page 72 April 2010 The Surety hereby agrees that madi�icatlons end changes may be made in the terms and provlsians of the Contract without notke to Surety, and any such modiflcations or changes incr�asing the total amount to be pald the Principal shall automatically increase the obligation of t}�e Surety on this Retainage Bond in a like amount, such increase, however, not to exceed twenty-#ive percent (25%) of fhe orlgina( amount of this bond without consent of the Surety, Withln forty-five (45) days of receiving notice that the Principal has defaulted on ali ar part of the terms of the Contract, the Surety shall make wrltten commitment ta the City that it wil! either: (a) cure the default itself within a reasonable time period, or (b) tender to the City, the amount necessary for the Clty to remedy the default, including legal fees incurred by the Ci�jr, or (c) in the svent that Surety's evaluation of ihe dispute is nat complete or in the event the Surety disputes the City's claim of dePault, the Surety shall notlfy the City of its finding and its intent, if any, to interplead. The Surety shali then fulfill its obligations under thls bond, according to the option it has elected. Shouid 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 aption (b), then upon compietion of the necessary work, the Clty shail notify the Surety af Its actt�ai costs, The City shalf return, without interest, any overpayment made by the Surety artd the Surety shall pay to the City any actual costs which exceed the City estimate, �imited to the bond amount. Should the Surety elect option (c), the Parties shall first complete participation in mediatian, described in the below paragraph, prior to any interplead action. Tn the event a dispute sho�ld ar15e between the Parties to this Bond with respett to the Gty's deciaration of default by the Principal, the Parties agree to particlpate In at least four hours of inediation in accordance wfth the mediation procedures of United States Arbitratian and Mediation ("USA&M'�. The Partfes shall praportionateiy share in the cost af the mediation. The mediation shall be admEnistered by the Seattle USA&M office, 4300 Two Union Square, 601 Union Street, Seattie, WashingYon 98101-2327. The Surety shall nat interplead prior to completion of the mediation. The parties have executed this instrurnent under their separaYe seals this �6th �ay of November 20 � � , the name and corporate seai of each carporate party hereto affixed, and these presents duly signed by its undersigned representatives pursuant to authorlty af its governing body. COitl'ORATE SEAL: +'t4 ��{1 11 l 117 �1/�� I `� t F. �5 • ( � � .. • CO . `'� ,'•� ..�� V "r•�' '�. _ • t `; � �n r � • �' '` O, � �Qt� . �t• " •• �A�•`..F^��^`+' '•,.,., , .:� cac' , L 1'} ri ..� - r ?f}'i 1i'�� 'y�t��;.' � '(SRP�1,f�ATE SEAL: . ,, ^. � �� � :Y�� : � � � . ; y ' 1 ..- _ .°(�� � �. U .' � . , . �„�"b,• OrJ 3'� ,,���`� :.�i�yt�� City flf Federal W ay Pacific Highway Sauth HOV Lanes Phase IV South 312th Street to Dash Point Road PRINCIPA� J.R. HAYES & SONS INC. .._. �"_ --....�......., /` L � �� Tit�e: L�J Addi'eSS: 22430 SE 231st Street Maple Valley, WA 98038 SUREIY HARTFORD FIRE INSURANCE COMPANY By: � � G���h� c�a� �-�2 t�y-. _ �� Atkorney-in-�act Pamela A. Nelson (Attach Power of Attorney) �j� Attorney-in-Fact AddC255: 505 Fifth Ave. S., Ste. 200 Seattle, WA 98104 Page 73 �� � � � � � � � � � � u � � � R�B # 10-103 RFB Ver. 1-08 , Apri12010 � � i i � CERTI�TC,'�,TES A5 TO CORPOitATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within bond; that 17t�r� � e I iv1. CL 2� , who signed the said bond on behalf of the Principal, was C�(� ` of said Co poration; that T know his or her signature thereto Is genuine, and that said bond was duly signed, sealed, and at�ested for and in behalf oP said Corporation by autharity of its governing body. � � C�TG Secretary of As a 5ecretary Notary Public within the State of Washington I hereby certify that I am ��'Lii(iA�Y����t�N�t�ff�liif���f�'C��C1�M�!��hf�Ui1N�MHL�'������h'lNLt�l�Nf�lt4YC �N�n�t� tF18t Pamela A. Nelson , who signed the said bond on behalP of the Surety, was Attorney-in-Fact of the said Corparation; that I know his or her signature thereto is genuine, and that said bond was duly signed, seal d and attested for and in behalf of said Corporation by autharity of its goveming body. ` ��+,��QU�f��r, f � `M • '+�l �......� �f,� -`�.�� .. . >• ♦ , � ' g •► :0��'�� '��,�,,, � L9�LC�C�(/+'Y/ .: "'7� • � 6�/b�l 7 '� , �-L Q//'/ • o� �p Q ` �t�i�lf�9/l���k'�S�ttH�ft�l . „��� F.. � Joan M. Councilman �,, ,.l.y.YO�+ ��? ,,,� Notary Public APPROVED AS TO FORM: �� Q� WP�S��'q ' � : a d �', �+ ti �� � ��// .�/ � � i_�5��� M / � � 1 City of Federal Way Pacific Highway South HOV Lanes Phase N South 312th S[reet to Dash Paint Road Page 74 RFB # 10-103 RFB Ver. 1-08 , Apri1201Q Direct Inquiries/Claims to: POWER OF ATTO�:I�TEY THE HARTFORD BOND, T-4 P.O. BOX 2103, 690 ASYLUM AVENUE HARTFORD, CONNECTICUT 06115 call: 888-266-3488 or fax: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 52-817013 � Hartford Fire Insurance Company, a corparation duly organized under the laws of the State of Connecticut � Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana X� Hartford Accident and Fndemnity Company, a corporation duly organized under the laws ofthe State of Connecticut � Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut � Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana � Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois � Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana � HartFord Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the °Companies") do hereby make, constitute and appoint, up to the amount of unlimited: John C/aeys, Joan M. Councilman, Ronald J. Lange, Pamela A. Nelson of Seattle, WA their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by �, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or perrnitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on January 22, 2004 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. _ _ _ Trt�� yp °�°�°�' e ,xF��i �� � . ,/ � � � + + t . r , '� 4 MrIR�l � I '� � `.� a �AMs �:�,c ri�■ a �O�i' ;�.�' = � n " e "ro:�� r �'� � ..' � 1 l9�7 �� s R f�p'+ � j�r � 4 �� ` z: ' ��;ar�r t�tti+ • �y11Y�1� • /{ z' � ta7 9 f '' T ° I4Y9 A �P '1' '¢� o „ J0 �� � z.J � • * ,•»:..-� �'aw� i +A ' '� 1���� • �� •i�mi5 b�nH' +�:.__. ��Q � . Paul A. Bergenhoitz, Assistant Secretary STATE OF COMNECTICUT � S�, HartFord COUNTY QF HARTFORD i�� �� M. Ross Fisher, Assistant Vice President On this 1 day of February, 2004, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Assistant Vice President of the Companies, the c:orporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. �. �� ��-� � � * �� * Scott E. Paseka Notary Public CERTIRCATE My Con+�+++Qa+on Expires October 31, 2012 I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed b said Companies, which is still in full force effective as of N� J� Mh e✓' l lo� 20 l 1 Signed and sealed �tthe: y' 4�ford. , �� � 1 .�� ��� rr � �f V �trt, �q r+MV+� `'� ��r � ' '� w �M � x�a�.�e,r4•� w � y0� 7► _�++}�� _ = � +"4 .� � �.�r i l9S7 . ♦ ' : �; ?% ! � �;� ` P:`lT�f[Iit\ • ��arbi► i� �. 3ra7 �� I97! . � • � fi »� � �� �, � « �-��p� � � • �'�� �N�N�' �.�. l� '" , .� r w * /��� x �•Fi;g, pa � � ' `�1��/7�j�.t' �N ' '''rr;i�tl1�'� ,.',�� . _.... _ .i��1 �—_._... 1 � Gary W. Stumper, Assistant �ce President GENERAL SURETY RIDER To be attached and form a part of Type of Bond: Retaina2e Bond Bond No. : 52BCSGC3364 Dated effective: 11/l6/2011 (MONTH, DAY, YEAR) executed by: J. R. Haves & Sons, Inc. , as Principal, (PRINCIPAL) and by: Hartford Fire Insurance Company , as Surety, (SURETY) and in favor of : Citv of Federal Wav . (OBLIGEE) In consideration of the mutuat agreements herein contained the Principal and the Surety hereby consent to changing Nothing herein contained shall vary, alter or extend any provision or condition of this bond except as herein expressly stated. This rider is effective 11/22/2011 (MONTH, DAY, YEAR) Signed and Sealed 11/22/2011 (MONTH, DAY, YEAR) �,��uu������.�,. �� �''•,, ' y " P .�� •' ' •, `�, : ' _ r '- . • v ''o � � .� �� F', : � � �� �Q�.. ..:.�. ���� J_R. Haves & ` � t � �nc ~ �~ � ° . PR • .Q.�A�� ,,..`� �� T� ; .:�taS�f� Hartford Fire Insurance Comnanv SURETY ` = 11t121i1!//� ��. � ���! 'l�.�r �'��� � Pamela A. Nelso�►', � �: ; ✓ i r� � r, ; . �'- . � • '�; �� �� " ' � i► � �. « ��s � r . .� � ° r : � ^ �� � g��� � . � � t ' ,, • ` , ���°�+Paa�t� ° ��`��`` ��'ir:i��t�lt1tt�\ Dirzct /nquiri$�/Claims to: PUWER aF ATTORNEY Po.B X" 0 6 O�ASy� HARTFORD, CONNECTICUT 06115 call: 888-266-3488 or fax: 860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 52-817013 � Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut X� Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana � Hattford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut � Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut � Twin City Fire InsuranCe Company, a corporation duly organized under the laws of the State of Indiana � Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois � Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana � HartFord Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of unlimited: John Claeys, Joan M. Councilman, Ronald J. Lange, Pamela A. Nelson of Seattle, WA their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by �, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Wltness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on Jan�ary 22, 2004 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seais to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguousiy affirm that they are and wili be bound by any mechanically applied signatures applied to this Power of Attorney. � � f� �� � x4l tit rti � i w�� .r'.a ir.w� � �AM> �r �`�sc re~x a y,O�t ��� �'�a� 'roi�; +.a°voM 4 a�.�Mf 't pe� t +° q r � • ,s � p � .${ * ! � � � * r �� � � -:� • � :�'� a"g �,� "� • ��irMi► {' � ta T 0 � � � ? I9'!4 � t �.sr M,� s � �.y. .:� � �r„`; •... • \ •�—�` a "'� t �:�.::'ry' '�+ewiN �p'��'�a • � 'iiqai5' �y�M��� l•- . V � � a i �y ' /�7� Paul A. Bergenholtz, Assistant Secretary M. Ross Fisher, Assistant Vice President STATE OF CONMECTICUT � �S, Hartford COUNTY OF HARTFORD On this 1$` day of February, 2004, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say; that he resides in the County of Martford, State of Connecticut; that he is the Assistant Vice President of the Companies, the corporations � irranct vvhich °executect the above iristrum�rrt; that he krrows the seafs o# the said eor�or�atiorts; �rat the seals-a�€rxeFt -40 #I�e said ____ instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. {E.A '� 71�AMJr � �Grtfl � ..,,_,�.� �� • Scott E. Paseka Notary Public CERTIFICATE My Commission Expires October 31, 2012 I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as of 1 � _ �igned And sealed at the Git of Hartford. ����'���'"'� ��� � t' ��t{tilllt „�, 1 Y.�� y i s0� �pwe,�� Q. i�`��e�.�R.ffs.�i a �0� r e ���� ��� 4 oi,�„` ��� a .`n � i 1897 .� rJ s �^� • e� • � } J ' µf • ��iIMM� '� 2 9T 9 a' �7� � '' �, • �+� {+ '.''� .,,,„�.�,�-_�'- `��..�� _ .y� z 97s � • w� i � � �. ( i , r roy,iN . yYp y ��o�� • 3 ''.y • 'ctqoi5 4n�H' i�FCj - . � � � ,. , _ , � M t.. ' �- . � . � � __ '' ,� r ' . + � .. � .. . . �. .� ..._..._._.... ` :. , " : .. . _...�......_ � ~ �. -. y', '�. �` �. � ( ° °' � ' ' Q ` � � � � . r � 1 � � ..., � , `� . ��"C�� �`�,� �� ,� Gary W. Stumper, Assistant Vice President �TUxN To: �j'l"l lC �� i 1 C� l i�}�, �� ExT: �Z-��� � CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS / S� 2� E T 2. ORIGINATING STAFF PERSON: l� r t ct � RO � E? �`T� EXT: C�'-- 7 2- � 3. DATE REQ. BY: 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ� ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICEAGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS� � ORDINANCE ❑ RESOLUTION �CONTR.ACTAMENDMENT(AG#�: �0=1(� ❑ INTERLOCAL ❑ OTHER G�ia Ka P �fc�ef` /� 5. PROJECI' NAME: pa{�T�� �wG1 So N� V La�e P I.�c� s� �L1L - 6. NAME OF ADDRESS: SIGNATURE TELEPHONE: �I ZS' 3�Z� S7 Z Z F�: �! 2 S- 3 Z- �tO Z TITLE: $r pro�. Mar. 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE � ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # lt�" /D 2 SYD `OD BL, EXP. 12/31/ UBI # 6G� ZD7 S�o , EXP• �-/ /30 /� 8. TERM: COMM�NCEMENT DATE: �� �A/(D _ COMPLETION DATE: /`�� � ,� (0,�47 3Z�J, �f 1 9. TOTAL COMPENSATION: $�O� 3 �� ZQQ,(�� ^�- ��{ $, 1(S SL� (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, $ SZ7� 3 g PAID BY: � CONTRACTOR ❑ CITY �\ PURCHASING: PLEASE CHARGE TO: 3O(q - �{ t-( (� � ! Soj' � �'�'1 � �j ` (0 3 S �v 10. DOCUMENT / CONTRACT REVIEW � PROJECT MANAGER DEPUTYDIRECTOR Mpr�a�N � I ( �DIRECTOR t,�,1\ �LAW DEPT i � � • • ' • � ��� ` �•�� � �. ���u"L �1 INITIAL / DATE APPROVED 11. COUNCIL APPROVAL �IF APPLICABLE� COMMITTEE APPROVAL DATE: COUNCILAPPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING r r� ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: � �� I DATE REC'D: l L ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFTCATE, LICENSES, EXHIBITS `( ❑ LAW DEPT � � 14 ! SIGNATORY ( �f,(��,-�}.�" � )1� �d� ASSIGNED AG # � SIGNED COPY RETURNED � � � RETURN ONE ORIGINAL INITIAL / DATE SIGNED L 6l � AG# lO � \ DATE SENT: �2' •�� 11/9 CITY OF FEDERAL WAY AG10-109 PRO]ECT NUMBER CONTRACT CHANGE ORDER AGREEMENT 10 CHANGE ORDER NUMBER EFFECTIVE DATE Pac Hwy South HOV Lanes Ph IV -S 312th Street to Dash Point Rd J.R. Hayes and Sons, Inc. PRO]ECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: 1. Time Extension .. o ��.;�.; _ i_ _� 1e. 1 . .. .. ._ � D > it �� ��� t '.+ �., d Based on the City's review of Prime Contractor, ]R Hayes and Sons, Inc. (JRH) Time Extension Request as of July 8, 2011, the maximum detay supported by JRH is the difference between the projected expiration of Contract working days (December 15, 2011) and the latest completion date projected by JRH's schedule (January 2, 2011). This extension is 7 working days. Note that per Standard Specification, the days between December 25 and January 1 are considered non-working days. The total number of working days specified in the Contract is hereby increased by 7 days from 340 to 347 working days. 2. Existing Bid Item A22 — Clearing and Grubbing During the construction of the off-site storm detention system, the Contractor was directed by the Engineer to widen the entrance into the site by clearing brush along the bank. Work to clear this brush was not noted on the Project Plans and Specifications and was tracked under Force Account Issue No. 14003 at a cost of $1,647.91. The amount paid by lump sum under existing Bid Item A22 — Clearing and Grubbing is hereby increased by $1,647.91 from $28,086.27 to $29,734.18. The total change order amount for the Prime Contractor, ).R. Hayes and Sons for this work is an INCREASE of $1,647.91 3. Existing Bid Item A24 - Removal of Structures and Obstructions Per field direction by the Engineer, Contractor removed structures and obstructions not noted on the Project Plans and Specifications as follows: A. Contractor removed sign base to allow for installation of vault V07A. Sign base was not shown or noted on Project Plans and Specifications and was tracked under Force Account Issue No. 13002 at a cost of $398.66. B. Contractor removed portion of sign base at NW corner of South 304 Street and Pacific Highway South to allow for installation of conduit in Joint Utility Trench. Sign base was not shown or noted on Project Plans and Specifications and was tracked under Force Account Issue No. 14008 at a cost of $399.74. Change Order No. 10 1 � 9 C. Contractor removed two large stumps in the sidewalk grade at Station 17+00 and Station 18+50. The stumps were not shown or noted on Project Plans and Specifications and was tracked under Force Account Issue No. 15013 at a cost of $609.30. D. Contractor removed concrete obstructions in Joint Utility Trench at Station 19+32 and 20+44. Concrete obstructions were not shown or noted on Project Plans and Specifications and was tracked under Force Account Issue No. E14.1 at a cost of $101.67. All costs associated with work to remove structures and obstructions paid by lump sum under existing Bid Item A24 — Removal of Structures and Obstructions is hereby increased by $1,509.37 from $73,628.19 to $75,137.56. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for Work this item is an INCREASE of $1,509.37 4. Bid Item A204 - Wall 9 Revisions Per Field Directive 52, Wall 9 was revised as shown on revised Plan Sheets 52, 53, and 117 due to a lack of property rights to construct Wall 9 on Parcel 15 as shown in the plans. Work included reconstructing Wall 9 to new alignment, relocating luminaire 19, relocating vault V12 and retraining conduit to vault, relocating Qwest closure, installing stamped concrete pad behind back of walk, and updating irrigation and landscaping. Per Change Order 7, a portion of the work associated with this change was tracked under Force Account Issue Numbers 11030, 11031, 11032, 11034, 11040, 12000, 12002, 12013, 12014, 12016, 12017, 12019, 12020, 12021, 12024 and 12025 and paid under Bid Item A204 — Wall 9 Revisions. Since Change Order 7, the Contractor submitted invoices for survey and performed additional work associated with Bid Item A204 — Wall 9 Revisions tracked under Force Account Issue No. 13007 at a cost of $179.68, E14.12 at a cost of $156.80, and 12023 at a cost of $120.74. The amount paid by lump sum under existing Bid Item A204 — Wall 9 Revisions is hereby increased by $457.22 from $29,202.77 to $29,659.99 to account for additional work performed since Change Order 7. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $336.48 5. Bid Item A210 - Revise Main Line Flow Line Elevations Discrepancies in gutter flow line elevations were found between a value calculated from center line profile elevations, and gutter flow line elevations provided in the Drainage Profile sheets. Per Field Directive 45, revised gutter flow line elevations were provided for stations 5+50 RT and 13+50 RT. All costs associated with this change were tracked under force account E14.9. Bid Item A210 — Revise Main Line Flow Line Elevations, at a lump sum cost of $506.80 is hereby created. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $506.80 6. Bid Item A211—Side St Profile Revisions at S 304"' St and S 308"' St Discrepancies were found between side street profiles and the main line cross sections at S 304"' and S 308 Streets. Field Directive 54 was issued to revise the cross street profiles at the intersections, and to revise elevations of project facilities affected by the profile revisions. The work was tracked under force Change Order No. 10 2 of 9 account issue numbers E12.5 at a cost of $107.80 and 14007 at a cost of $392.00. Bid Item A211— Side St Profile Revisions at S 304 St and S 308 St, at a lump sum cost of $499.80 is hereby created. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $499.80 7. Bid Item A212 — Bridge Old Sewer Trench Sta 7+70 SEW 15 Per Field Directive 9, the Contractor was directed to bridge the old sewer trench and around the existing manhole to provide the required dense non-yielding condition of base for reinforcing zone. Unsuitable material was discovered within the old sewer trench and around existing manhole at Station 7+70 in the vicinity of SEW 15. The work involved overexcavating 18-24" of unsuitable material, backfilling with 4-6" spalls and compacting with hoe pack until the required dense non-yielding condition was met. All costs associated with this Work was tracked under Force Account Issue No. 2015 and paid by lump sum under new Bid Item A212 — Bridge Old Sewer Trench Sta 7+70 SEW 15. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $501.98 8. Bid Item A213 - Cut and Plug Storm Pipe Per field direction by the Engineer, the Contractor cut and capped 18-inch storm pipe encountered during the excavation for ]oint Utility Trench at Station 23+91 Right. Work involved plugging the pipe with 2 cubic yards of CDF. All work and costs associated with this change tracked under Force Account Issue No. 1701 and paid by lump sum under new Bid Item A213 — Cut and Plug Storm Pipe. The total change order amount for the Prime Contractor, ).R. Hayes and Sons for this item is an INCREASE of $1,203.46 9. Bid Item A214 — Hold Signal Cabinet at S 304"' St Per field direction by the Engineer, the Contractor used a fork lift to hold the existing traffic signal cabinet on S 304 St while the joint utility trench was installed. This Work was necessary since the ]oint Utility Trench alignment was revised to allow for sweeps into the PSE switch vault. All work and costs associated with this change tracked under Force Account Issue No. 1839, 1839A and 1839B and paid by lump sum under new Bid Item A214 — Hold Signal Cabinet at S 304"' St. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $2,890.45 10. Bid Item A215 — Additional Survey Per field direction by the Engineer, Contractor provided additional survey for work not noted on the Project Plans and Specifications as follows: A. Per field direction by the Engineer, Contractor provided additional survey based on revisions to the Design. The top of cut for Wall 14 was re-surveyed from Station 27+50 to 33+70 since the designed clearing limits did not match the required cut limits of the wall. All costs and work associated with this change was tracked under Force Account Issue No. E12.1 at a cost of $350.00. Change Order No. 10 3 of 9 B. Per Field Directive No. 26, the Joint Utility Trench crossing Pacific Highway at S 304 Street was revised to resolve conflicts with existing utilities. All costs and work associated with this change was tracked under Force Account Issue No. E12.2 at a cost of $1,120.00. C. Per Field Directive No. 23, Wall 17 was revised to provide a narrower driveway and match existing conditions. All costs and work associated with this change was tracked under Force Account Issue No. E12.3 at a cost of $291.20. All costs associated with additional survey paid by lump sum under new Bid Item A215 — Additional Survey. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $1761.20 11. Bid Item A216 — Place Conc. Pipe Around PIV Sta 6+00 LT Per field direction by the Engineer, the Contractor placed 24-inch concrete storm pipe around PIV valve at Station 6+00 Left to provide access to electrical boxes for future maintenance. All work and costs associated with this change was tracked under Force Account Issue No. 13003 and paid by lump sum under new Bid Item A216 — Place Conc. Pipe Around PIV Sta 6+00 LT. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $402.80 12.Bid Item A217 — Revise Grade at S 308�' St to Provide Drainage Per field direction by the Engineer, and documented in Field Directive 31, the Contractor raised grade of South 308�' Street west of Pacific Highway South to provide slope for drainage at tie-in between Pacific Highway South and South 308 Street. All work and costs associated with this change was tracked under Force Account Issue No. 12026 at a cost of $1,417.41, and 13004 at a cost of $597.41, and E14.11 at a cost of $291.20 and paid by lump sum under new Bid Item A217 — Revise Grade at S 308"' St to Provide Drainage. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $2,306.16 13.Bid Item A218 — Revise S/G Detention Vault A-3 Stand-by Time Per field direction by the Engineer, the Contractor raised the subgrade of Detention Vault A-3 by 6- inches to mirror the subgrade of adjacent Detention Vault A-2. This change caused the Contactor and its subcontractors to stand-by until the Work to raise the subgrade was complete. Stand-by time tracked under Force Account Issue Nos. 15004 and 15010 and paid by lump sum under new Bid Item A218 — Revise S/G Detention Vault A-3 Stand-by Time. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCItEASE of $2,209.20 14. Bid Item A219 — SSMH Adjustment Change of Condition Per direction by the Engineer, the Contractor performed the work to adjust the manholes matching the existing conditions. The records shown on the Project Plans and Specifications did not match existing Change Order No. 10 4 of 9 field conditions. The Specifications noted MH 146-D20, MH 146-D21, MH 145-D18, MH 619-35-1, MH 146-D19, MH 145-D14, MH 145-D15, and MH 1345-MH1 as 48-inch diameter manholes but they were 54-inch diameter manholes. The adjustments were tracked under Force Account Issue No. E12.4 paid by lump sum under Bid Item A219 — SSMH Adjustment Change of Condition. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $16,300.35 15. Bid Item A220 — Lower Existing Gas Line While excavating to install a 12-inch ductile iron waterline at Station 7+35 Left, the Contractor encountered an unmarked 1-1/4" gas line in conflict with the waterline. The gas line was not noted on the Plans or Specifications. The Contractor excavated around the gas line far enough so it could be lowered and allow for the waterline to pass over the top of the existing steel gas line. This work was tracked under Force Account Issue No. 12022. All costs associated with this work paid by lump sum under new Bid Item D19 — Lower Existing Gas Line. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $979.93 16. Existing Bid Item B38 - Additional Water Service Connection Work Per direction by the Engineer, the Contractor performed extra work to locate and connect private water services. The water service connections that measured more than the maximum five feet were paid by lump sum under Bid Item B38 — Additional Water Service Connection Work in Change Order 6. Since Change Order 6, the Contractor performed additional extra work to locate and connect private water services at Sta 6+62 LT was tracked under Force Account Issue No. 13006. The amount paid by lump sum under existing Bid Item B38 — Additional Water Service Connection Work is hereby increased by $1,757.01 from $4,221.26 to $5,978.27 to account for additional work performed since Change Order 6. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $1,757.01 17. Bid Item B46 — SSMH Adjusment Change of Condition Per direction by the Engineer, the Contractor performed the work to adjust the manholes matching the existing conditions. The records shown on the Project Plans and Specifications did not match existing field conditions. The Specifications noted MH 145-D13 and 145-D16 as 48-inch diameter manholes but they were 54-inch diameter manholes. The adjustments were tracked under Force Account Issue No. E12.4 paid by lump sum under Bid Item B46 — SSMH Adjustment Change of Condition. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $2612.17 18. Bid Item 647 — Traffic Control for Night-time Water Main Tie-in The Contractor performed night work for the water main tie-ins at Stations 2+71.4 Left and 7+35 Left. This work required night time shut down of water services to minimize the impact to businesses during business hours. Traffic control was tracked by the hour on Inspector's Daily Reports and Daily Field Change Order No. 10 5 of 9 Note Records for May 23 and 24, 2011. The unit price from Scheduled A for Al2 - Traffic Control Supervisor of $52.00 per hour for 14.5 hours and total cost of $754.00 paid by lump sum under Bid Item B47 — Traffic Control for Night-time Water Main Tie-in. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $754.00 19.Bid Item B48 — Remove Fire Hydrant Base and Valve Sta 5+75 Per direction by the Engineer, the Contractor removed a buried fire hydrant base and valve at Station 5+75 Right found while excavating the sidewalk grade. The base and valve were not shown on the Project Plans and Specifications. All work and costs associated with this change was tracked under Force Account Issue No. 14002 and paid by lump sum under new Bid Item 649 — Remove Fire Hydrant Base and Valve Sta 5+75. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $428.20 20. Existing Bid Item E14 — Revised Location of CB 27 While excavating to install CB 27, the Contractor encountered a conflict between the designed location of CB 27 and an existing Qwest utility vault. To resolve the conflict, Field Directive Number 34 was issued which revised the location of CB 27. Standby time was tracked under Force Account No. 1831. Per Change Order 6 all costs associated with this revision were paid by lump sum under Bid Item E14 — Revised Location CB 27 in Change Order 6. Since Change Order 6, the Contractor has submitted additional surveying costs associated with this field directive, tracked under Force Account Issue Number E12.8. The amount paid by lump sum under existing Bid Item E14 — Revised Location of CB 27 is hereby increased by $361.20 from $625.78 to $986.98. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of �361.20. 21. Bid Item E18 — Controlled Density Fill As requested by Qwest, and as directed by the Engineer, the Contractor placed Controlled Density Fill (CDF) to secure Qwest conduit in various locations specified by Qwest. This work was tracked under Force Account Issue Numbers 1729 at a cost of $617.71 and 1817 at a cost of $349.79. All cost associated with this work paid by lump sum under new Bid Item E18 — Controlled Density Fill. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $967.50 22. Bid Item E19 — Qwest Duct Bank Revisions for Storm While excavating for storm crossing between CB 28 and CB 28A at Station 37+30 Left, the Contractor encountered a Qwest duct bank directly in the center of the storm run. As directed by the Engineer, the Contractor backfilled the excavation, plated the area and stopped working until the conflict was resolved. Change Order No. 10 6 of 9 Field Directive Number 39 resolved the conflict between the Qwest duct bank and the storm line between CB 28 and CB 28A, and paid for the removal and reset at Schedule A unit prices, and paid for the second asphalt patch over the trench. This work was tracked under Force Account Issue Numbers 1916 at a cost of $1,442.23, 1931 at a cost of $5,614.28 and 11004 at a cost of $596.00 for a total cost of $7,652.51. All cost associated with this work paid by lump sum under new Bid Item E19 — Qwest Duct Bank Revisions for Storm. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $7,652.51 Change Order No. 10 7 of 9 THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM CHANGE UNIT ADD OR NO. DESCRIPTION • QUANTITY PRICE <DEDUCT> SCHEDULE A A22 Clearing and Grubbing 1 LS $28,086.27 $1,647.91 A24 Removal of Structures and Obstructions 1 LS $73,628.19 $1,509.37 A204 Wall 9 Revisions 1 LS $29,202.77 $336.48 New Item A210 Revise Main Line Flow Line Elevations 1 LS $506.80 $506.80 New Item A211 Side St Profile Revisions at S 304�' St and S 308"' St 1 LS $499.80 $499.80 New Item A212 Bridge Old Sewer Trench Sta 7+70 SEW 15 1 LS $501.98 $501.98 New Item A213 Cut and Plug Storm Pipe 1 LS $1,203.46 $1,203.46 New Item A214 Hold Signal Cabinet at S 304 St 1 LS $2,890.45 $2,890.45 New Item A215 Additional Survey 1 LS $1,761.20 $1,761.20 New Item A216 Place Conc Pipe Around PIV Sta 6+00 LT 1 LS $402.80 $402.80 New Item A217 Revise Grade at S 308�' St to Provide Drainage 1 LS $2,306.16 $2,306.16 New Item A218 Revise S/G Detention Vault A-3 Stand-by Time 1 LS $2,209.20 $2,209.20 New Item A219 SSMH Adjustment Change of Condition 1 LS $16,300.35 $16,300.35 New Item A220 Lower Existing Gas Line 1 LS $979.93 $979.93 SUBTOTAL SCHEDULE A: $33,055.89 SCHEDULE B 638 Additional Water Service Connection Work 1 LS $4,221.26 $1,757.01 New Item B46 SSMH Adjustment Change of Condition 1 LS $2,612.17 $2,612.17 New Item B47 Traffic Control for Night-time Water Main Tie-in 1 LS $754.00 $754.00 New Item B48 Remove Fire Hydrant Base and Valve Sta 5+75 1 LS $428.20 $428.20 SUBTOTAL SCHEDULE B: $5,551.38 9.5% SALES TAX $527.38 TOTAL SCHEDULE B $6,078.76 SCHEDULE E E14 Revised Location of CB 27 1 LS $625.78 $361.20 New Item E18 Controlled Density Fill 1 LS $967.50 $967.50 New Item E19 Qwest Duct Bank Revisions for Storm 1 LS $7,652.51 $7,652.51 SUBTOTAL SCHEDULE E: $8,981.21 TOTAL NET CONTRACT INCREASE $48,925.10 Change Order No. 10 8 of 9 An independent cost analysis has been performed � Yes ❑ No The time provided for completion in the Contract is ❑ Unchanged � Increased ❑ Decreased by 7 Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes � No If'�Yes" Will the Policies Be Extended? ❑ Yes ❑ No STATEM ENT: Payment for the above work wil/ be in accordance with applicable porl`ions of the standa�d specifications, and with the understanding that al/ materia/s, workmanship and measurements sha/l L� in accordance with the provisions of the standard specifications, the contract p/ans, and the specia/ provisions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT � $ 9,827,292.84 $ 571,916.21 � 48� 115.86 $ 10,447,324.91 DATE � / � �� �Z//6� 4 CARY M. ROE, P.E. � DIRECTOR OF PARKS, PUBLIC WORKS, & EMERGENCY MANAGEMENT DATE Change Order No. 10 9 of 9 :• RETURN TO: ���Il�,t;� �'1GiL � ��:�--� �~�},�� EXT: ^ 7U -"'- CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS / S�"f Ly [� S 2. ORIGINATING STAFF PERSON: �� '� ��^h lZo b e �S EXT: Z 7 Z- 3 3. DATE REQ. BY: 4. TYPE OF DOCUMENT �CHECK ONE�: ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ� ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT o MAINTENANCE AGREEMENT ❑ GOODS AND SERVICEAGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT o SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION �CONTRACTAMENDMENT�A�G l� "/ �I ❑ INTERLOCAL O OTHER � vlDl L E� YY� P r � _ S. PROJECT NAME: �GtC t 6. NAME OF CO: ADD�SS: 2 I�I so NDcI L.�KeS P�a �� � SO�tS. � Z ) �C. /� ` C��. /YI/.InlO' (/s�ly�l, �/'7 'l TELEPHONE: �-( 2� 3 Z— S7 2 Z F.AX: �I ? s 3°t Z �t � D 2 'rITLE: ST. l�ro�+ Ma r . 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # f0 �ld2S�{Q -DZ� BL , EXP. 12/31/ 2D(� UBI # d'DY>?�7 � , EXP. �/� /� 8. TERM: COMMENCEMENT DATE: �p / I�I C1S COMPLETION DATE: /� A Qt f = -� /O zDQ�s 9. TOTAL COMPENSATION: $ IO{� �'o �I �"t� 3�f � S S 7� (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: O CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: 3Q(v �- y`� 00 - f Sq - Sq S 3 �- 63 S° lO. DOCUMENT / CONTRACT REVIEW J� PROJECT MANAGER l��3 1�DEPUTYDIRECTOR h�a�U+avi I �DIRECTOR � �B�cI9�hTi•AFrBA TT �F' ev� nr I 1 �t��' Lnw DErT TIAL / D T REV IEWED INITIAL / DATE APPROVED �Z ll u L 6 � �.e'��N {� 6r�a�., �oe�rc S�KC���cc( `� �'� Hay�s �r StRuc+� urP 11. COUNCIL APPROVAL (IF APPLICABLE� COMIv�]`I'TEE APPROV DATE: �� 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICEN ES, XHIBITS I � ❑ LAW DEPT �� � SIGNATORY (1���IRECTOR) ``� '� CITY CLERK � ASSIGNED AG # SIG COPY RETURNED �Q RETURN ONE ORIGINAL � INITIAL / DATE SIGNED �� AG# - D i _ DATE SENT: I�.�• {� p(/s/l/ DATE: DATE REC'D: COMMENTS: EXECUTE �� � " ORIGINALS 1/9 CITY OF FEDERAL WAY AG10-109 PRO]ECT NUMBER , �'�: .. �, " i40'« i . it CONTRACT CHANGE ORDERAGREEMENT ��;•���s�.;;�� ..�,. . 9 CHANGE ORDER EFFECTIVE DATE NUMBER Pac Hwy South HOV Lanes Ph IV -S 312th Street to Dash Point Rd ].R. Hayes and Sons, Inc. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: i. Item A207— Accessible Pedestrian Push Buttons Public Right-of-Way Accessibility Guidelines (PROWAG) and the WSDOT Design Manual mandate that new traffic signals have accessible pedestrian pushbuttons. The Project Plan and Specifications did not comply with these guidelines. At the City of Federal Way's request, Prime Contractor, JR Hayes and Sons, Inc. and their subcontractor DBE Electric modified and reconfigured the Pedestrian Push Buttons (PPB) and Battery Backup System (BBS) Systems to a pad mounted "stand alone" system at the intersections of Pacific Highway South and South 304 Street and South 308�' Street. Item A207 Accessible Pedestrian Push Buttons paid by lump sum is hereby created for PPB and BBS system upgrades to allow for accessible pedestrian pushbuttons. The net change for this Item is $34,321.69. Based on the portion of work performed by DBE Electric, the increase to the Disadvantaged Business Enterprise Utilization Certification for this item is $31,201.54. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an • INCREASE of $34,321.69 2. Item A208 — Raise Lid of Existing City 4x4 Vault Sta at 39+20 Prime Contractor, JR Hayes and Sons, Inc. raised the lid of an existing City 4x4 spare conduit vault at Station 39+20. The City determined that the vault will be used as the terminus for the City spare conduits provided that the vault falls within the sidewalk and is adjusted to fit the sidewalk grade. The Project Plans and Specifications did not provide for the adjustment of this vault. All work and costs associated with this change tracked under Force Account No. 1711 and paid by lump sum under new Item A208 — Raise Lid of Existing City 4x4 Vault at Sta 39+20. Based on the portion of work performed by DBE Electric, the increase to the Disadvantaged Business Enterprise Utilization Certification for this Item is $461.90. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this Item is an INCREASE of �517.33 3. Item A209 — Remove Qwest Conduits Intersection 304"' and Pacific Highway Per Field Directive 41, Prime Contractor, ]R Hayes and Sons, Inc. and their subcontractor DBE Electric relocated Qwest conduits previously installed too close to the storm pipe. The City Change Order No. 9 • 1 of 3 inspector had erroneously approved the location of the conduits in the storm trench. The new conduits were only necessary because the contractor failed to protect the original conduits and they filled up with debris. Since the City had previously approved the installation of the new conduit in the storm trench, the City agreed to compensate JR Hayes and Sons, Inc. to remove the conduits and reinstall and compact the base course in the trench. This portion of the Work were tracked under Force Account No. 11008 and paid by lump sum under new Item A209 — Remove Qwest Conduits Sta 23+35 to 24+11. The Work to reinstall the conduit in a location further from the storm pipe was not paid for by the City. Based on the portion of work performed by DBE Electric, the increase to the Disadvantaged Business Enterprise Utilization Certification for this Item is $665.20. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this Item is an INCREASE of $745.02 4. Item D18 — Secondary Conversion Stand-by Time Prime Contractor, JR Hayes and Sons, Inc. and their subcontractor DBE Electric were prepared to install the secondary electrical hookup at the Professional Building. Puget Sound Energy failed to de-energize the services as scheduled, and as a result, DBE Electric was unable to perform their scheduled work. Stand-by time by DBE Electric tracked under Force Account No. 15017 and paid by lump sum under new Item D18 — Secondary Conversion Stand-by Time. Based on the portion of work performed by DBE Electric, the increase to the Disadvantaged Business Enterprise Utilization Certification for this Item is $3,547.41. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this Item is an INCREASE of $3,973.10 THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM CHANGE UNIT ADD OR NO. DESCRIPTION QUANTITY PRICE <DEDUCT> SCHEDULE A New Item A207 Accessible Pedestrian Push Buttons 1 LS $34,321.69 $34,321.69 New Item A208 Raise Lid of Existing City 4x4 Vault at Sta 39+20 1 LS $517.33 $517.33 New Item A209 Remove Qwest Conduits Sta 23+35 to 24+11 1 LS �745.02 $745.02 SUBTOTAL SCHEDULE A: $35,584.04 SCHEDULE D . New Item D18 Secondary Conversion Stand-by Time 1 LS $3,973.10 $3,973.10 SUBTOTAL SCHEDULE D: $3,973.10 TOTAL NET CONTRACT INCREASE $39,557.14 The net increase to the Disadvantaged Business Enterprise Utilization Certification for the project is $35,876.05. The amount of this change to be applied towards the goal on the Disadvantaged Business Enterprise Utilization Certification for DBE Electric is $35,876.05. See attached backup information for verification of this change. Change Order No. 9 2 of 3 Disadvanta ed Business fnter rise Subcontractors Subcontractor Bid Document Contract Goal Contract Goal AFTER DBE (Condition of Change Order No. 9 Award this chan e order DBE Electric $998,043.00 $1,035,610.17 $1,071,486.22 Advanced Government $480,000.00 $480,000.00 $480,000.00 Services Total DBE _ An independent cost analysis has been performed 17 � $1,551,486.22 ►/ ■ • Estimated Final Contract Amount $1,071,486.22 $480,000.00 51,551,486.22 The time provided for completion in the Contract is � Unchanged ❑ Increased ❑ Decreased by _ Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes � No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No STATEMENT: Payment for the above work wil/ be in accordance with app/icable portions of the standard specifications, and with the understanding that a/l materia/s, workmanship and measurements sha// be in accordance with the provisions of the standard specifications, the contract plans, and the specia/ provisions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT —� $ 9,827,292.84 $ 532,359.07 � 39.557.14 $ 10,399,209.05 '� ��I�V �f CAR . ROE, P.E. DIRECTOR OF PARKS, PUBLIC WORKS, & EMERGENCY MANAGEMENT DATE DATE Change Order No. 9 3 of 3 RETURNTO: ���� .��,� '�� EXT: "����� " i' � �` I(��� CITY OF FEDERA��, WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS / S"t � e�'� ) ORIGINATING STAFF PERSON: Q f l��n RO � 2 Y� EXT: 2 7�3 3. DATE REQ. BY: 4. TYPE OF DOCUMENT �CHECK ONE�: ❑ CONTRACTOR SELECTION DOCUMENT �E.G., RFB, RFP, RFQ� 0 PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONALSERVICEAGREEMENT ❑ MAINTENANCEAGREEMENT ❑ GOODS AND SERVICEAGREEMENT ❑ HUMAN SERVICES / CDBG o REAL ESTATE DOCUMENT O SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS� � ORDINANCE ❑ RESOLUTION �CONTRACTAMENDMENT AG# ��9 o INTERLOCAL ❑ OTHER �ol �l d� �lrC� eY' g _ 5. PROJECT NAME 6. NAME OF C AvD�ss: E-MAIL:� SIGNATURE Pac:�ic f Hov (.�.� 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES D COMPENSATION O INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # !O'�02.S�10' U''� BL, EXP. 12/31/_�� j UBI # �vODa207l�('a , EXP. �( /.3�/ (Z. 8. TERM: COMMENCEMENT DATE: �� g��� OMPLETION DATE: /�� _ .�lD� 3s9, 6S(. �71 9. TOTAL COMPENSATION] $�, /��//. S3 f ( 7� �p �� 3 g (INCLUDE EXPENSES AND SALES TAX, IF ANY� �IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES� REIMBURSABLE EXPENSE: ❑ YES �IO IF YES, MAXIMUM DOLLARAMOUNT: $ IS SALES TAX OWED: O YES �NO IF YES, $ PAID BY: O CONTRACTOR ❑ CITY ❑ PURCHASING PLEASE CHARGE TO: �fX� - � `�C� ` � S�T " ��S � � " (r,,�i S lO. DOCUMENT / CONTRACT REVIEW �( PROJECT MANAGER "�vii x izraiic G�I�� �[DEPUTY DIRECTOR /��a�us�ry j�DIRECTOR �III�',�LAW DEPT �� � /• �' • � ��/�'�LlL�i � � ��i�!"� ` /� � ��IL� . -�' . i 1L COUNCIL APPROVAL �IF APPLICABLE� COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: � I � o ATTACH: SIGNATUREAUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: DATE REC'D: INITIAL / DATE SIGNED �� ❑ LAW DEPT ZI IGNATORY (�O�DIRECTOR� , CITY CLERK Ass�GNED AG # AG# � SIG COPY RETURNED DATE SENT: '� � [�RETURN ONE ORIGINAL COMMENTS:I � EXECUTE "�." ORIGINALS 1 I /9 CITY OF FEDERAL WAY .!� f'^'�� �� = iE= t 3 �� CONTRACT CHANGE ORDER AGREEMENT ���� �. �� ..'� a e:.�h a�io-io9 s �- Q���I�Y �, ►l PRO]ECT CHANGE ORDER EFFECTIVE DATE NUMBER NUMBER Pac Hwy South HOV Lanes Ph IV -S 312th Street to Dash Point Rd J.R. Hayes and Sons, Inc. PRO]ECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: i. Bid Item A150a — Paint Line Revised The original plan quantity of 2,500 linear feet for bid item A150 Paint Line did not fully account for temporary striping during construction. Change Order 1 increased the estimated quantity of Item A150 Paint Line by 22,970 to a total revised quantity of 25,470 linear feet. This equated to an increase of $80,395.00 for a total revised bid price of $89,145.00. The unit price per linear foot remained unchanged at $3.50 per linear foot. Since Change Order 1, it has been determined that the amount of temporary striping required to finish the project witl be 144,456 linear feet. The quantity over-run is more than 25 percent from the original Proposal quantity and may be adjusted per Section 1-04.6 of the Standard Specifications. By mutual agreement, all paint stripe in excess of 125% of 31,838 linear feet will be paid under new bid item A150a Paint Line Revised, at the negotiated price of $1.04 per linear foot. New bid item A150a Paint Stripe Revised is hereby created with a quantity of 112,618 linear feet at $1.04 per linear foot. The total amount for bid item Paint Stripe Revised is $117,122.72. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $117,122.72 2. Bid Item A205 — CB 37 Change of Condition During the installation of the storm sewer at the intersection of South 308 Street and Pacific Highway South, the Contractor attempted to coordinate the relocation of a utility pole in conflict with the installation of CB 37, a 48-inch Type II Catch Basin, as shown in the plans. Subsequently the City determined that it was not practical to relocate the utility pole and instead redesigned the location of CB 37 to resolve the conflict. The Contractor claimed that they had to revise their normal means and methods to install the catch basin because the utility pole restricted their mobility and ability to do the Work. In addition, the excavation for CB 37 was constrained by a four inch gas line to the south, a 12 inch AC water line to the west and an 8 inch DI water line to the east. Through negotiation, the City and the Contractoragreed to split the costs greater than the bid item amount for A77 Catch Basin Type 2, 48 In Diam for the installation of CB 37. All costs associated with this Work were tracked under Force Account at a total cost of $14,538.72. This amount, less the bid item amount of $2,900.00, amounts to a total cost of $11,638.72 shared 50/50 by the City and by the Contractor. New Bid Change Order No. 8 1 of 3 Item A205 — CB 37 Change of Condition, paid by lump sum in the negotiated amount of $5,819.36 is hereby created. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $5,819.36 3. Bid Item A206 — Disposal of Unsuitable Native Material During the installation of the storm system, the Contractor encountered moisture sensitive native material that could not be placed back in the trench as backfill. This required the Contractor to dispose of the unsuitable native material off-site. The project specifications do not address disposal of unsuitable native material from storm trench excavation. The City and the Contractor agreed to a quantity of 3650 cubic yards at a disposal cost of $9.00 per cubic yard for a negotiated amount of $32,850.00 for disposal of unsuitable native material from storm trench excavation. New Bid Item A206 — Disposal of Unsuitable Native Material, paid by lump sum in the negotiated amount of $32,850.00 is hereby created. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $32,850.00 4. Bid Item 644 — Temporary Water Service Connections The Contractor provided temporary water service connections during water main installation and water service cut over. The City contended that the Work to provide temporary water connections was incidental and should be included in the unit price for service connections per Lakehaven Special Provision 7-15.3. The Contractor argued that per Lakehaven Special Provisions, Lakehaven Utility District (LUD) may provide temporary services or provide "some other means". Based on the fact the Contractor had no way of knowing if LUD would provide the temporary service connections, the Contractor claimed they could not have determined what these "incidental" costs would be at the time of the bid. Through negotiation, the City and the Contractor agreed to split the costs of the temporary water service connections. All costs associated with this Work were tracked under Force Account at a total cost of $28,946.66. This amount is shared 50/50 by the City and by the Contractor. New Bid Item B44 — Temporary Water Service Connections, paid by lump sum in the negotiated amount of $14,473.33 is hereby created. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $14,473.33 Change Order No. 8 2 of 3 THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM CHANGE UNIT ADD OR NO. DESCRIPTION QUANTITY PRICE <DEDUCT> SCHEDULE A A150a Paint Line Revised 112,618LF $1.04 $117,122.72 A205 CB 37 Change of Condition 1 LS $5,819.36 $5,819.36 A206 Disposal of Unsuitable Native Material 1 LS �32.850.00 �32.850.00 SUBTOTAL SCHEDULE A: $155,792.08 SCHEDULE B New Item B44 Temporar�r Water Service Connections 1 LS $14,473.33 $14,473.33 9 5% SALES TAX $1,374.97 TOTAL SCHEDULE B $15,848.30 TOTAL NET CONTRACT INCREASE An independent cost analysis has been performed � Yes ❑ No $171,640.38 The time provided for completion in the Contract is � Unchanged ❑ Increased ❑ Decreased by _ Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes � No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No STATEMENT: Payment for the above work wil/ be in accordance with app/icable portions of the standard specifications, and with the understanding that a// materia/s, workmanship and measurements shal/ be in accordance with the provisions of the standard specifications, the contract p/ans, and the s,vecial provisions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT $ 9,827,292.84 $ 360,718.69 $ 171,640.38 $ 10,359,651.91 � � �. � DATE CARY M. ROE, P.E. DIRECTOR OF PARKS, /��� / /. WORKS, & EMERGENCY MANAGEMENT z�/1 DATE Change Order No. 8 3 of 3 RETURN TO: l�� /�� j �` EXT: �'�7/� =� �.J .� ` / l.� / L CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. OxiciNATiNC DErT/Div: PuBLic wolucs / �'� �� r'� 2. ORIGIIVATING STAFF PERSOIV: �5 T( C� �� ���' ����S EXT: �C �7 Z-���3 3. DATE REQ. BY: G. TYPE OF DOCUMENT (CHECK ONE�: ❑ CONTRACTOR SELECTION DOCUMENT �E.G., RFB, RFP, RFQ� ❑ PUBLIC WORKS CONTRACT ❑ ❑ PROFESSIONALSERVICEAGREEMENT ❑ ❑ GOODSAND SERVICEAGREEMENT ❑ ❑ REAL ESTATE DOCUMENT ❑ ❑ ORDINANCE � CONTRACTAMENDMENT �AG#�: �� "` jG' �I OTHER C��' lGL �� p L� f�C�t � 7 SMALL OR LIMITED PUBLIC WORKS CONTRACT MAINTENANCE AGREEMENT HUMAN SERVICES / CDBG SECURITY DOCUMENT �E.G. BOND RELATED DOCUMENTS� RESOLUTION INTERLOCAL 5. PROJECT NAME: r' �� C t'�( �C �i,c.'^e-�' � 6. NAME OF CONTRACTOR: % c%t '' �' �lit� �? � S ,-L- i� ADDRESS: G'' ) .� F-- � _ ,� I P • (:'�� � �-�S � TELEPHONE: '�j 2. �� � `1 � � S ? 2 2 E-MAIL: ��cG `� f n� 5 �' FAx: =�(25-3�'2.- °� SIGNATURB NAME: �"?� � TITLE: S�� 1�1' �/� G f 7. EXHIBTTS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS C�FW LICENSE # /�i'�'i�i: S`�C?� U'�=' BL, EXP. 12/31/ - L'L�1 I UBI# �C�,�'������7fi(� , EXP. �/,��/ t� 8. TERM: COMMENCBMENT DATE: ��[ ��l �1 COMPLETION DATE: �V+� -�: � �C, � � �� C�C (, �" 3 9. TOTAL COMPENSATION: $ fG � l���,, 3�'( �, �f S�` �'I � �c' CnS ��' SS �INCLUDE EXPENSES AND SALES TAX, IF ANY� �IF CALCULATED ON HO RU LY BAL OR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES� REIMBURSABLE EXPENSE: ❑ YES O IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES �i N�O IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY �" - --> ❑ PURCHASING: PLEASE CHARGE TO: •� L��'% ` `{ �I �%. � c� C"t __ S`'I ' 3 � (r' � S� lO. DOCUMENT / CONTRACT REVIEW INI L/ DA .E VIEWED INITIAL / DATE APPROVED �PROJECT MANAGER �l � � � cr j� � �'DEPUTY DIRECTOR 1 1 Z,;�°��cTOR \ l � �- -��;�e�-�:�r '� ,� LAW DEPT �-�I - �f � /Zr�u.r � (3r �a �,� 4��•�e� � ,st. ���{ c t�q }t� �'�R, I-��� �5 �r� si �iet 11. COUNCILAPP�( �. �IF APPLICABLE� COMl�1.IfI'TEEAPPROV�L DATE: rl COUNCILAPPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING 9 �SENT TO VENDOR/CONTRACTOR DA1'E SENT: �� ���� �, I � DATE REC' ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS z r , r.,- b ,�(`SIGNATORY (1�R IRECTO� � � ,�'' CITY CLERK � �' ASSIGNED AG # �SIGNED COPY RETURNED �RETURN ONE ORIGINAL COMMENTS: EXF.CUTE �� C�" ORIGINALS INITIAL / DATE SIGNED �/� � , �( AG# 197-� z DATE SENT: ��i���_ 11 /9 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG 10-109 7 PROJECT CHANGE ORDER EFFECTIVE DATE NUMBER NUMBER Pac Hwy South HOV Lanes Ph IV -S 312th Street to Dash Point Rd ).R. Hayes and Sons, Inc. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: 1. Bid Item A201 - Police Camera Conduit Revision Per field direction by the Engineer, Prime Contractor, JR Hayes and Sons, Inc. and their subcontractor DBE Electric relocated police camera handhole to resolve conflict with storm. Work included pulling wire out of existing handhole, moving handhole, installing 50 linear feet of new 1-1/2" conduit, and pulling wire back into new conduit and handhole at Station 3+65 (LT). This work was not noted on the Project Plans and Specifications. All work and costs associated with this change tracked under Force Account No.(s) 1922 and 1924 and paid by lump sum under new Bid Item A201 — Police Camera Conduit Revision. Based on the portion of work performed by DBE Electric, the increase to the Disadvantaged Business Enterprise Utilization Certification for this item is $1,407.59. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $2,904.97 2. Bid Item A202 - Relocate Luminaire 13 Pole Base Per Field Directive 41, Prime Contractor, JR Hayes and Sons, Inc. and their subcontractor DBE Electric relocated luminaire 13 pole base to provide for 18 inch minimum clearance between luminaire and transformer vault. The Project Plans and Specifications did not provide for the minimum clearance requirement from transformer vault. All work and costs associated with this change tracked under Force Account No.(s) 1927 and 1837 and paid by lump sum under new Bid Item A202 - Relocate Luminaire 13 Pole Base. Based on the portion of work performed by DBE Electric, the increase to the Disadvantaged Business Enterprise Utilization Certification for this item is $310.82. The total change order amount for the Prime Contractor, ].R. Hayes and Sons for this item is an INCREASE of $2,613.26 3. Bid Item A203 - Revisions to Luminaires 22 and 35 Per Field Directive 32, the location of Luminaire 35 was revised to address concerns that its location was susceptible to being struck by a sliding vehicle during slick road conditions. While reviewing the location of Luminaire 35, the Engineer of Record noticed an incorrect call-out for the arm length of Luminaire 22. Field Directive 32 corrects this error by revising Luminaire 22's arm length to 10 feet. Luminaire 35's arm length was revised to 10 feet for consistency along the corridor. All work and costs associated with this change Change Order No. 7 1 of 5 tracked under Force Account No. 1930 and paid by lump sum under new Bid Item A203 — Revisions to Luminaire #22 and #35. Prime Contractor, JR Hayes and Sons, Inc. subcontractor DBE Electric provided new arm lengths hereby increasing the Disadvantaged Business Enterprise Utilization Certification for the project by $728.73. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $3,818.92 4. Bid Item A204 - Wall 9 Revisions Per Field Directive 52, Wall 9 revised as shown on revised Plan Sheets 52, 53, and 117 based on negotiated improvements with property owner adjacent to Wall 9. The utility easement on Parcel 15 did not include rights to install the wall as designed. Work included reconstructing Wall 9 to new alignment, relocating luminaire 19, relocating vault V12 and retraining conduit to vault, relocating Qwest closure, installing stamped concrete pad behind back of walk, and updating irrigation and landscaping. All work and cost associated with this change tracked under Force Account Issue Numbers 11030, 11031, 11032, 11034, 11040, 12000, 12002, 12013, 12014, 12016, 12017, 12019, 12020, 12021 and 12025 and paid under new Bid Item A204 — Wall 9 Revisions. Based on the portion of work performed by DBE Electric, the increase to the Disadvantaged Business Enterprise Utilization Certification for this item is $5,805.48. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $29,202.77 5. Bid Item C5 — Additional Duct and Vault Per direction by the Engineer (and as authorized by Comcast Construction Supervisor), Prime Contractor, JR Hayes and Sons, Inc. and their subcontractor DBE Electric placed additional 3" conduit and installed additional TA 253 vault during the joint utility trench work between Station 90+70 and 91+35. Work tracked under Force Account Issue Numbers 1823, 9504, 9505, 9506 and 9507. All costs associated with this work paid by lump sum under new Bid Item C5 — Additional Duct and Vault. Based on the portion of work performed by DBE Electric, the increase to the Disadvantaged Business Enterprise Utilization Certification for this item is $525.71. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $5,273.36 6. Bid Item C6 — Comcast Secondary Services Per direction by the Engineer (and as authorized by Comcast Construction Supervisor), Prime Contractor, JR Hayes and Sons, Inc. subcontractor DBE Electric installed secondary services for Comcast during the joint utility trench work between Station 90+70 and 91+35. Work tracked under Force Account Issue Numbers 9501, 9502 and 9503. All costs associated with this work paid by lump sum under new Bid Item C6 — Comcast Secondary Services. Based on the portion of work performed by DBE Electric, the increase to the Disadvantaged Business Enterprise Utilization Certification for this item is $2,881.19. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $3,226.93 7. Bid Item E17 — Additional 4 inch Qwest Conduit Change Order No. 7 2 of 5 As requested by Qwest, and as directed by the Engineer, Prime Contractor, JR Hayes and Sons, Inc. and their subcontractor DBE Electric installed additional 4" conduit for power to an existing phone service cabinet on 16 Avenue South. Work was tracked under Force Account No. 1822. All cost associated with this work paid by lump sum under new Bid Item E17 — Additional 4 Inch Qwest Conduit. Based on the portion of work performed by DBE Electric, the increase to the Disadvantaged Business Enterprise Utilization Certification for this item is $391.55. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $1,624.87 Change Order No. 7 3 of 5 THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM CHANGE UNIT ADD OR NO. DESCRIPTION QUANTITY PRICE <DEDUCT> SCHEDULE A New Item A201 Police Camera Conduit Revision 1 LS $2,904.97 $2,904.97 New Item A202 Relocate Luminaire 13 Pole Base 1 LS $2,613.26 $2,613.26 New Item A203 Revisions to Luminaires 22 and 35 1 LS $3,818.92 $3,818.92 New Item A204 Wall 9 Revisions 1 LS $29,202.77 $29,202.77 SUBTOTAL SCHEDULE A: $38,539.92 SCHEDULE C New Item C5 Comcast Participation in Service Trenches 1 LS $5,273.36 $5,273.36 New Item C5 Comcast Participation in Service Trenches 1 LS $3,226.93 $3,226.93 SUBTOTAL SCHEDULE C: $8,500.29 SCHEDULE E New Item E17 Additional 4 inch Owest Conduit 1 LS $1,624.87 $1,624.87 SUBTOTAL SCHEDULE E: $1,624.87 TOTAL NET CONTRACT INCREASE $48,665.08 The net increase to the Disadvantaged Business Enterprise Utilization Certification for the project is $12,051.07. The amount of this change to be applied towards the goal on the Disadvantaged Business Enterprise Utilization Certification for DBE Electric is $12,051.07. See attached backup information for verification of this change. Disadvanta ed Business Enter rise Subcontractors Subcontractor Bid Document Contract Goal DBE (Condition of Award) DBE Electric Advanced Government Services Total DBE _ Contract Goal AFTER Change Order No. 7 (this chan4e order) $998,043.00 $1,023,559.10 $1,035,610.17 $480,000.00 $480,000.00 $480,000.00 $1,478,043.00 � $1,503,559.10 0.17 Estimated Final Contract Amount $1,035,610.17 $480,000.00 $1,515,610.17 Change Order No. 7 4 of 5 An independent cost analysis has been performed � Yes ❑ No The time provided for completion in the Contract is � Unchanged ❑ Increased ❑ Decreased by _ Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes � No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No STATEMENT: Payment for the above work wi/l 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 p/ans, and the specia/ provisions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT �-: CO $ 9,827,292.84 $ 312,053.61 $ 48,665.08 $ 10,188,011.53 i'�/l CARY M. ROE, P.E. DIRECTOR OF PARKS, PUBLIC 0 , & EMERGENCY MANAGEMENT DATE z6�1 DATE Change Order No. 7 5 of 5 RETURN TO: .._ � EXT: � ...�, .. �- ; ,' . CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FOR 1. ORIGINATINGDEPT/DIV: PUBLIC WORKS / ���� ��� _ 2. ORIGINATING STAFF PERSON: i_� f� 1 Gt �,-i �G� �) r"` p l 5 EXT: C� 7�-�� 3. DATE REQ. BY: 4. TYPE OF DOCUMENT (CHECK ONE�: ❑ CONTRACTOR SELECTION DOCUMENT �E.G., RFB, RFP, RFQ� ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONALSERVICEAGREEMENT ❑ MAINTENANCEAGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT �E.G. BOND RELATED DOCUMENTS� ❑ ORDINANCE ❑ RESOLU"I'lON � �CONTRACTAMENDMENT �AG#�: C �`'`� 1 C� � ❑ INTERLOCAL ❑ OTHER �'�I��� � <' •f"C�e_.0 `�� -- 5. PROJECT NAME: 6. NAME OF C ADDRESS: _ E-M.a1L: SIGNATURE �.t �y TELEPHONE: �(c'S��_3°!�?� 57�� FAx: �t Z S 3 2-- �t `�C 2- TITLE: St�+ C f� i l��d:r 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION � INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS � PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # f�%�-IC�S�rr^C'� BL, EXP. 12/31/ �c:�( ( UBI#��?s�C,�7g'L� , EXP. `�( /3G'/ IZ 8. TERM: COMMENCEMENT DATE: [n l�!S/ �L''-�'3 (�3 COMPLETION DATE: ��� �.� iG�� f 3 �l� 3�l (o� �( S� 9. TOTAL COMPENSATION: $ (�r�� j'� 7� :?� �{ t" � C�. �' .��j". 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, $ I:�fc 7, ,-3 � PAID BY: �f CONTRACTOR ❑ CI'I'Y . ,_ . �_ ❑ PURCHASING: PLEASE CHARGE TO: � �-�'`� �- � �I G �� - I � �- S`'� �`� 3C� � !� .5 5 10. DOCUMENT / CONTRACT REVIEW ,�PROJECT MANAGER (;- ��� ���DEPUTY DIRECTOR N�a rw�e�� / J 'I,8[ DIRECTOR � � � l�'I,�LAw DEpT IN L/DAT REVIEWED (s� _ " / ( �f " l �'�1 a � , , � � _ �3-- ��' l�— 11. COUNCII.APPROVAI��LICABLE� COMMITTEEAPPROVALDATE: 12. CONTRACT SIGNATURE ROUTING , � 1 C�SENT TO VENDOR/CONTRACTOR DATE SENT: '/ ❑ ATTACH: SIGNATUREAUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INITIAL / DATE APPROVED COUNCILAPPROVAL DATE REC' D: L INITIAL / DATE SIGNED J vi,�'ror��ca=-r - ._ "t/✓� �' SIGNATORY �MAYOR O� DIRECTO�i� � ��� ,'� CITYCLERK �'~---�_----�' � �ASSIGNED AG # AG# �� �(rt F � SIGNED COPY RETURNED DATE SENT: t'% °�.9 • I� �RETURN ONE ORIGINAL COMMENTS: EXECUTE ���` ORIGINALS 11 /9 �� ;�, '� ! i il , � / `�., . CITY OF FEDERAL WAY AG10-109 PROJECT NUMBER CONTRACT CHANGE ORDER AGREEMENT 6 CHANGE OFtDER NUMBER �� � � EFFE VE ATE Pac Hwy South HOV Lanes Ph IV -S 312th Street to Dash Point Rd PROJECT TITLE SUMMARY OF PROPOSED CHANGES: 1. Bid Item Aii and Aiia — Off-Duty Uniformed Officer J.R. Hayes and Sons, Inc. CONTRACTOR Effective April 1, 2011 new bid item A11a - Off-Duty Uniformed Officer, unit EST is hereby created per Field Directive 47. All unused quantities are hereby deleted from bid item A11 and re-allocated to new bid item Aiia. Total unused quantity for bid item A11 through March 31, 2011 is 536.70 hours at a value of $33,141.23. The unit price for new bid item A11a is $33,141.23. The first two paragraphs of Special Provision 1-10.3(1) are revised as follows: The City shall reimburse the Contractor for the use of off duty uniformed police officers at the invoiced cost with no mark-up for those services. The Contractor shall request uniformed ofF police officers from the City of Federal Way Police Department, (253) 661-4600. The request shall be made forty-eight (48) hours before the use of the off- duty police officers on the project site. A minimum three (3) hours call out time shall be paid by the Contractor for each request for off-duty police officers. It shall be the Contractor's responsibility to arrange a work schedule to minimize any additional costs incurred by the minimum three (3) hour call out requirement. No reimbursement of any portion of the minimum callout will be allowed where Contractor-made schedule revisions occur after an off duty officer has been procured. The total change for bid item Aii is a decrease of <$33,141.23>. The total change for bid item A11a is an increase of $33,141.23. The net change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is $0.00 2. Existing Bid Item A22 — Clearing and Grubbing While excavating for Wall 16, the roots of three fir trees were cut and damaged. The trees were removed so the wall could be constructed. Work to remove the trees was not noted on the Project Plans and Specifications. Work tracked under Force Account Issue No. 11009 and 11036 at a cost of $2,386.27. All costs associated with this work paid by lump sum under existing Bid Item A22 — Clearing and Grubbing. Change Order No. 6 1 of 11 The total change order amount for the Prime Contractor, ).R. Hayes and Sons for this work is an INCREASE of $2,386.27 3. Existing Bid Item A24 - Removal of Structures and Obstructions Per field direction by the Engineer, Contractor removed structures and obstructions not noted on the Project Plans and'�pecifications as follows: A. Contractor removed billboard footing in conflict with Wall 17. Footing was not shown or noted on Project Plans and Specifications and was tracked under Force Account Issue No. 1830 at a cost of $175.01. B. While excavating for Wall 14, Contractor removed sign base at Station 24+40 Left 12 inches below wall footing. The rest of the sign base was buried. Work to resolve conflict with sign base was not noted on the Project Plans and Specifications and was tracked under Force Account Issue No. 11016 at a cost of $1,521.17. C. Contractor removed three sign bases at Station 24+60 Left, one sign base at Station 23+75 Left and one sign base at Station 10+40 Left. Sign bases were in conflict with the design and were not noted on the Project Plans and Specifications. Work was tracked under Force Account No. 11022 at a cost of $2,678.27. D. Contractor removed old sign base at Station 10+70 Right that was in conflict with new signal base #4. Work to resolve conflict was not noted on the Project Plans and Specifications and was tracked under Force Account Issue No. 1712 at a cost of $1,144.29. E. Contractor removed sign base at southeast corner of S. 308 Street and Pacific Highway in conflict with new signal base. Work to resolve conflict was not noted on the Project Plans and Specifications and was tracked under Force Account Issue No. 1713 at a cost of $1,032.05. F. Contractor removed three sign bases near CB 15. One sign base was 10' behind CB 15 and another was 15' behind CB 15. The third sign base was beside a fire hydrant at Station 11+49.5, 88.4' Right. Work to resolve conflict was not noted on the Project Plans and Specifications and was tracked under Force Account Issue No. 1714 at a cost of $278.89. G. Contractor removed concrete at southwest corner of intersection of S. 308 Street and Pacific Highway in conflict with new sign base. Work to resolve conflict was not noted on the Project Plans and Specifications and was tracked under Force Account Issue No. 1724 at a cost of $126.75. H. Contractor broke up and removed old sign bases that were in conflict with 60" storm detention system in front of Federal Way High School. Sign bases were not noted on Project Plans and Specifications and work to remove sign bases was tracked under Force Account Issue No. 1726 at a cost of $253.51. I. Contractor removed old abandoned sign base at Station 21+35 Left that was in conflict with Joint Utility Trench. Sign base was not noted on Project Plans and Specifications and work to remove sign base was tracked under Force Account Issue No. 1808 at a cost of $379.88. J. Contractor removed sign base in conflict with wall #6. Sign base was not noted on Project Plans and Specifications and work to remove sign base was tracked under Force Account Issue No. 1819 at a cost of $297.93. K. Contractor removed two sign bases in conflict with CB 8B. Sign bases were not noted on Project Plans and Specifications and work to remove sign bases was tracked under Force Account Issue No. 11007 at a cost of $581.98. L. Contractor removed old light base in conflict with storm trench at Station 23+78 Left. Light base was not noted on Project Plans and Specifications and work to remove the base was tracked under Force Account Issue No. 11019 at a cost of $494.11. Change Order No. 6 2 of 11 M. Contractor encountered an old wall footing in conflict with storm trench near Station 3+60 Left. Contractor broke ofF 8" piece of footing to resolve conflict. Footing was not noted on Project Plans and Specifications and work to remove 8" piece was tracked under Force Account Issue No. 1928 at a cost of $164.35. All costs associated with work to remove structures and obstructions paid by lump sum under existing Bid Item A24 — Removal of Structures and Obstructions. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for Work this item is an INCREASE of $9,128.19 4. Bid item A189 — Subgrade Drain at Station 31+87 (RT) Per Field Directive 12, the Contractor was directed to install perforated drain pipe at Station 31+87. This work was not noted on the Project Plans and Specifications. Change Order No. 2 created new Bid Item A189 Subgrade Drain at Station 31+87 (RT). Since Change Order 2, the work on the left side has been completed at an additional cost of $1,494.94 (Ref. Force Account No. 1921 and 2001). Payment for installing the left side of the subgrade drain will be paid by lump sum under Bid Item 189 — Subgrade Drain at Station 31+87 (RT). The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $1,494.94 5. Bid Item A193 - Revised Location of City 4x4 Vault Per field direction by the Engineer, City 4x4 Vault at Station 23+05 was moved to back of curb. Off-sets provided by the Design Engineer were incorrect and needed to be moved to back of curb as intended by the Engineer. All costs associated with this work tracked under Force Account Issue Number 2023 at a total cost of $615.92. This amount is shared 50/50 by the City and by Qwest. New Bid Item A193 — Revised Location of City 4x4 Vault, paid by lump sum in the amount of $307.96 is hereby created. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $307.96 6. Bid Item A194 - Parcel 17 Trench Drain Per Field Directive 27, install trench drain to preclude ponding in front of building on Parcel 17. Regrade and repave property in front of building to ensure proper sheet flow to trench drain. Trench Drain shall be 6" wide with 4" radius bottom prefabricated polymer concrete trench drain. Channel bottom shall be pre-sloped at 0.6%. Trench drain channel shall have interlocking joints and continuous horizontal ribs to ensure a positive trench anchor in the encasement concrete. Provide end plate at north end and horizontal or vertical outlet plates at south end for connection to 4" PVC drain pipe. Locking ductile iron grate shall be designed to meet H20 loading. Installation shall be in accordance with manufacturer's recommendations. PVC drain pipe and fittings shall be Schedule 200 meeting the requirements of Sections 7-01 and 9-05.1(5) of the Standard Specifications. All costs associated with this work tracked under Force Account Issue Number 1809 and paid by lump sum under new Bid Item A194 — Parcel 17 Trench Drain. Change Order No. 6 3 of 11 The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $4,645.26 7. Bid Item A195 - Revised Super-Elevation Transition Per Field Directive 42, barrier detail revised in the super-elevation transition area between Station 33+15 and Station 34+70. The revision is necessary due to e�ending super-elevation transition per RFI 54 response. All costs associated with this work tracked under Force Account Issue No.(s) E11064 and 1824 and paid by lump sum under new Bid Item A195 — Revised Super-Elevation Transition. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $21,797.79 8. Bid Item A196 - Grade Revisions at South 308�" Street Per Field Directive 31, Plan Sheets 109-111 were revised to provide for adequate drainage for South 308 Street from Station 70+90 to Station 73+50. Plans indicated 2 inch grind and 2 inch overlay of existing roadway; however, the existing roadway cross slopes and profile slopes in this area do not provide adequate drainage. All costs associated with work to revise grades at South 308 Street tracked under Force Account No.(s) 1833 and E11060 and paid by lump sum under new Bid Item A196 — Grade Revisions at South 308 Street. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $1,660.45 9. Bid Item A197 - Water Profile Revisions Station 7+65 to 8+20 Per Field Directive 21, Plan Sheets 96 revised to resolve conflict between water line and storm line. The design incorrectly crossed the water line over a 12" diameter storm sewer pipe. The crossing was actually an 18" diameter storm sewer pipe. The revised water pipe elevations resolve this conflict by placing the water line under the storm line. Work associated with this change was tracked using unit rates for existing bid items from Schedule 6; Bid Item B3 Remove Existing Water Main: Removal 54 linear feet of the newly existing 12" DI waterline at a cost of $13/If for $702.00. Bid Item B15 Ductile Iron Pipe for Water Main 12 In. Diam.: Installation of 54 linear feet of 12" DI waterline with new profile at a cost of $60/If for $3,240.00. Bid Item B17 Connect to Existing Water Main 12 In. Diam.: Two connections to existing 12" waterline at a cost of $3,800 each for $7,600.00. Work associated with this revision paid by lump sum under new Bid Item A197 — Water Profile Revisions Station 7+65 to 8+20. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $11,542.00 10. Bid Item A198 — Place CSTC under 60" Detention System Per response to RFI 59, Contractor placed crushed surfacing top course (CSTC) in lieu of gravel borrow under the 60 inch detention system as noted in Plans and Specifications. City Standards did not allow for gravel Change Order No. 6 4 of 11 borrow. The cost for this substitution is the difference in price between the two materials. All work and costs associated with this change tracked under Force Account No. 9300 and paid by lump sum under new Bid Item A198 — Place CSTC under 60" Detention System. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $888.14 11. Bid Item A199 - Remove 4" Qwest Conduits Contractor damaged two Qwest conduits at Station 24+00 during storm sewer installation. The City gave improper direction regarding location of replacement conduit, which subsequently had to be removed. Per Field Directive 48, Contractor removed (2) 4-inch conduits between Station 23+35 and 24+11 (LT). Work included backfilling and compacting CSBC excavated from trench during remove of conduits. All work and costs associated with this change tracked under Force Account Nos. 11024 and 11037 and paid by lump sum under new Bid Item A199 — Remove 4" Qwest Conduits. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $2,200.69 12. Bid Item A200 - Relocate �F' Vault at SW Corner of 308 Per field direction by the Engineer, Contractor moved an existing City spare conduit vault at SW corner of 308 inside of wall envelope. All work and costs associated with this change tracked under Force Account No. 11028 and paid by lump sum under new Bid Item A200 — Relocate �F' Vault at SW Corner of 308th. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $562.21 13. Bid Item B38 - Additional Water Service Connection Work Per direction by the Engineer, Contractor performed extra work to locate and connect private water services. The water service connection at Zarah Sayre & Associates, Inc. and Federal Way Professional Center and Sterling Center measured more than the maximum five feet which is incidental to bid items for water service connections. Work for this change was tracked under Force Account Issue No. E11045 and paid by lump sum under new Bid Item B38 — Additional Water Service Connection Work. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $4,221.26 14. Bid Item B39 - SDCVA Connection Station 5+97 Per field direction by the Engineer, Contractor upsized SDCVA connection at Station 5+97 from 4 inch to 6 inch. The Plans called for a 4 inch connection but existing conditions required a 6 inch connection. The cost of this change is the difference in material costs between a 6 inch connections and a 4 inch connection. All work and costs associated with this change tracked under Force Account No. E11050 and paid by lump sum under new Bid Item B39 — SDCVA Connection Stations 5+97. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $667.35 Change Order No. 6 5 of 11 15. Bid Item B40 - Cut and Cap Side Sewers at Wall 14 Per Field Directive 35, Contractor cut and capped two side sewers encountered during the excavation for Wall 14. All work and costs associated with this change tracked under Force Account No. 1929 and paid by lump sum under new Bid Item B40 — Cut and Cap Side Sewers at Wall 14. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $1,335.51 16.Bid Item 641 - Drainage Revisions Catch Basin 30 to 31 Per Field Directive 37, Plan Sheets 78, 79, 90 and 91 revised to resolve storm conflict with the sewer system. Contractor removed 56 linear feet of 18 inch storm pipe then reinstalled at new alignment and elevation. Work associated with this change tracked using unit rates for existing bid items in Schedule A. Work to remove 56 linear feet of storm paid at unit rate of existing Bid Item A30 Remove Existing Storm Pipe at $6 per linear foot for a cost of $336.00. Work to install 56 linear feet of 18 inch storm pipe paid at unit rate of existing Bid Item A72 Class IV Reinf. Conc. Storm Sewer Pipe 18 in. Diam. at $58 per linear foot for a cost of $3248.00. Work to re-survey changes associated with Field Directive 37 tracked under force account No. E11063 at a cost of $1142.40. Work associated with this revision paid by lump sum under new Bid Item B41 — Drainage Revisions Catch Basin 30 to 31. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $4,726.40 17.Bid Item B42 - Wall 9 Fire Hydrant Revisions Per Field Directive 36, Plan Sheets 99, 117, and 164 revised to extend Wall 9 and relocate fire hydrant. Change is necessary to provide for required 3' minimum clearance around fire hydrant. Additional survey costs associated with work to relocate hydrant tracked by Force Account No. E11061 at a cost of $1227.80. Work to relocate hydrant paid by unit rate for existing bid item B25 Hydrant Assembly — Relocate Hydrant at a cost of $1600.00 (Ref. Force Account No. 1918). Work associated with this revision paid by lump sum under new Bid Item B42 — Wall 9 Fire Hydrant Revisions. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $2,827.80 18. Bid Item B43 - Water Connections Premium Time Contractor worked on Saturday, December 18, 2010 to connect 6 inch water to Federal Way High School in order to accommodate school activities. The cost of this work is the difference between overtime and straight time for labor. Work includes labor to perform potholing, flagging, excavation, backfilling, and the actual connection. F�ctra labor costs associated with this work tracked by Force Account No. E11043 at a cost of $5075.44. Contractor worked on Saturday, August 7 and 14, 2010 to connect water and to resolve conflicts between water line and storm line at Station 39+62. Work required water line to be shut down which could not be done during regular hours due to the requirements of the Smart Start Daycare. The cost of this work is the Change Order No. 6 6 of 11 difference between overtime and straight time for labor. Extra labor costs associated with this work tracked by Force Account No.(s) 2016A and E11044 at a cost of $1855.30. All premium time costs associated with this work paid by lump sum under new Bid Item B43 — Premium Time Water Connections. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $6,930.74 19. Bid Item D15 — Potholing around Unmarked Power While excavating between CB 50 and 50B, the Contractor encountered an unmarked power line. The line was not noted on the Plans or Specifications. The Contractor excavated around power line with a vactor truck to help prevent cutting the line. This work was tracked under Force Account Issue No. 2010. All costs associated with this work paid by lump sum under new Bid Item D15 — Potholing around Unmarked Power. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $1,200.91 20. Bid Item D16 — Removal of Existing Power Pole While excavating to install a manhole at Station 16+52, the Contractor encountered an old buried utility pole base that was cut off below grade. The pole base was not noted on the Plans or Specifications. Per direction by the Engineer, the Contractor was directed to remove the utility pole base. The work to remove the pole base was tracked under Force Account Issue No. 1715. All costs associated with this work paid by lump sum under Bid Item D16 — Removal of Existing Power Pole. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $103.75 21. Bid Item D17 — Relocation of Vault V02 After setting Vault V02 per plan, Potelco/PSE determined the location of the vault did not provide enough room to install the 6 inch conduit between PSE vaults. Per Potelco/PSE request, the Contractor was directed by the Engineer to relocate the vault 27 inches to the north. Work to relocate the vault was tracked under Force Account Number 1908. All costs associated with this work paid by lump sum under new Bid Item D17 — Relocation of Vault V02. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $296.85 22. Bid Item Eli — Potholing to Locate Buried Qwest Lines As requested by Qwest, and as directed by the Engineer, the Contractor potholed in various locations to determine the location of buried Qwest lines. This work was tracked under Force Account Issue Numbers 1702, 1903, 1907, 1917 and 1926. All cost associated with this work paid by lump sum under new Bid Item E11 — Potholing for Buried Qwest Lines. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an Change Order No. 6 7 of 11 INCREASE of $2,099.27 23. Bid Item E12 — Repair 400 Pair Qwest Phone Line While excavating at Station 21+35, the Contractor broke a 400 pair Qwest phone line that was not located. Per direction from the Engineer, the Contractor stayed on site on overtime to assist Qwest crew and secured the Qwest phone line. Work tracked under Force Account Issue Nu`mber 1807. All cost associated with this work paid by lump sum under new Bid Item E12 — Repair 400 Pair Qwest Phone Line. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $1,384.33 24. Bid Item E13 — Removal of Qwest Asbestos Duct Bank While excavating between CB 27 and 28, Contractor encountered asbestos duct bank belonging to Qwest. Per direction from the Engineer, the Contractor removed, bagged and tagged for proper disposal. Work was tracked under Force Account Issue No.(s) 1832 and 1832A. All cost associated with this work paid by lump sum under new Bid Item E13 — Removal of Qwest Asbestos Duct Bank. The total change order amount for the Prime Contractor, ).R. Hayes and Sons for this item is an INCREASE of $1,925.87 25. Bid Item E14 — Revised Location of CB 27 While excavating to install CB 27, the Contractor encountered a conflict between the designed location of CB 27 and an existing Qwest utility vault. To resolve the conflict, Field Directive Number 34 was issued which revised the location of CB 27. Standby time was tracked under Force Account No. 1831. All costs associated with this revision paid by lump sum under new Bid Item E14 — Revised Location CB 27. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $625.78 26. New Bid Item E15 - Revised Location of Qwest 264TA Handhole Per field direction by the Engineer, Qwest 264TA Handhole at Station 23+38.5 was moved to back of curb. Off-sets provided by the Design Engineer were incorrect and needed to be moved to back of curb as intended by the Engineer. All costs associated with this work tracked under Force Account Issue Number 2023 at a total cost of $615.92. This amount is shared 50/50 by the City and by Qwest. New Bid Item E16 — Revised Location of Qwest 264TA Handhole, paid by lump sum in the amount of $307.96 is hereby created. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $307.96 27. New Bid Item E16 — Raise Qwest Duct Bank As requested by Qwest, and as directed by the Engineer, the Contractor raised duct bank over waterline to resolve conflict between the utilities. Work was tracked under Force Account No. 11033. All cost associated with this work paid by lump sum under new Bid Item E17 — Raise Qwest Duct Bank. Change Order No. 6 8 of il The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $3,004.07 Change Order No. 6 9 of 11 THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM CHANGE UNIT ADD OR NO. DESCRIPTION QUANTITY PRICE <DEDUCT> SCHEDULE A A11 Off-Duty Uniformed Officer 1 LS $33,141.23 <$33,141.23> New Item A11a Off-Duty Uniformed Officer 1 LS $33,141.23 $33,141.23 A22 Clearing and Grubbing 1 LS $2,386.27 $2,386.27 A24 Removal of Structures and Obstructions 1 LS $9,128.19 $9,128.19 A189 Subgrade Drain at Station 31+87 (RT) 1 LS $1,494.94 $1,494.94 New Item A193 Revised Location of City 4X4 Vault 1 LS $307.96 $307.96 New Item A194 Parcel 17 Trench Drain 1 LS $4,645.26 $4,645.26 New Item A195 Revised Super-Elevation Transition 1 LS $21,797.79 $21,797.79 New Item A196 Grade Revisions at South 308 Street 1 LS $1,660.45 $1,660.45 New Item A197 Water Profile Revisions Station 7+65 to 8+20 1 LS $11,542.00 $11,542.00 New Item A198 Place CSTC under 60" Detention System 1 LS $888.14 $888.14 New Item A199 Remove 4" Qwest Conduits 1 LS $2,200.69 $2,200.69 New Item A200 Relocate ��F" Vault at SW Corner of 308th 1 LS $562.21 $562.21 SUBTOTAL SCHEDULE A: $56,613.90 SCHEDULE B New Item B38 Additional Water Service Connection Work 1 LS $4,221.26 $4,221.26 New Item B39 SDCVA Connection Station 5+97 1 LS $667.35 $667.35 New Item B40 Cut and Cap Side Sewers at Wall 14 1 LS $1,335.51 $1,335.51 New Item B41 Drainage Revisions Catch Basin 30 to 31 1 LS $4,726.40 $4,726.40 New Item B42 Wall 9 Fire Hydrant Revisions 1 LS $2,827.80 $2,827.80 New Item B43 Water Connections Premium Time 1 LS $6,930.74 $6,930.74 SUBTOTAL SCHEDULE B: $20,709.06 9.5% SALES TAX $1,967.36 TOTAL SCHEDULE B $22,676.42 SCHEDULE D New Item D15 Potholing Around Unmarked Power 1 LS $1,200.91 $1,200.91 New Item D16 Removal of Existing Power Pole 1 LS $103.75 $103.75 New Item D17 Relocation of Vault V02 1 LS $296.85 $296.85 SUBTOTAL SCHEDULE D: $1,601.51 SCHEDULE E New Item E11 Potholing to Locate Buried Qwest Lines 1 LS $2,099.27 $2,099.27 New Item E12 Repair 400 Pair Qwest phone Line 1 LS $1,384.33 $1,384.33 New Item E13 Removal of Qwest Asbestos Duct Bank 1 LS $1,925.87 $1,925.87 New Item E14 Revised Location of CB 27 1 LS $625.78 $625.78 New Item E15 Revised Location of Qwest 264TA Handhole 1 LS $307.96 $307.96 New Item E16 Raised Qwest Duct Bank 1 LS $3,004.07 $3,004.07 SUBTOTAL SCHEDULE E: $9,347.28 TOTAL NET CONTRACT INCREASE $90,239.11 Change Order No. 6 10 of 11 An independent cost analysis has been performed � Yes ❑ No The time provided for completion in the Contract is � Unchanged ❑ Increased ❑ Decreased by _ Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes � No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No 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 � CONTRACTOR e.� CARY M. ROE, P.E. DIRECTOR OF PARKS, PUBLIC WORKS, & EMERGENCY MANAGEMENT $ 9,827,292.84 $ 221,814.50 $ 90, 239.11 $ 10,139,346.45 18 DATE DATE Change Order No. 6 11 of 11 � RETURN TO: .;l' ���Gl �, ��; ���YL_ EXT: �7(��, CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FOR 1. ORIGINATINGDEPT/DIV: PUBLICWORKS/ �tf�Ee�S 2. ORIGINATING STAFF PERSON: k7 'f 1� 1� 1\U iO�f� S EXT: 3. D.aTE REQ. BY: 4. TYPE OF DOCUMENT (CHECK ONE�: ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ� ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT �E.G. BOND RELATED DOCUMENTS� ❑ ORDINANCE O RESOLUTION �CONTRACTAMENDMENT (AG#�: IO I D C J ❑ INTERLOCAL ❑ OTHER �Inr.i [�s����r #� 5. PROJECT NAME:_ l� pL C I� t C (-[ i.JL� SU N��r� i.t �f C' P�c �[ S� � 6. NAME OF CONTRACTOR: ADDRESS: `['_. i �I �('? ' SIGNATURE �t TELEPHONE: ai2 S- 3°l�- S72 c� Fax: �r z s� 3� �- � qnz TITLE: Sr. Prc�j N(ar. V 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE O ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMF.NDMENTS CFW LICENSE #%�•- !Oc°..5�{�(� BL, EXP. 12/31/ ZDII UBI # 60�2p7$(`o , EXP. �-( /3p /2Q( Z 8. TERM: COMMENCEMENT DATE:_ �/ l F� � D r(.� COMPLETION DATE: �� = -� /O,O�I�(,1�7, 3�-I 9. TOTAL COMPENSATION: $(�p � S�� � g�? �. .� ('��, pi.( �' S` C� , 7 Z �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 �O IF YES, $ 1n0 ctc�t+alua � PAID BY: ❑ CONTRACTOR ❑ CITY O PURCHASING: PLEASE CHARGE TO: _ 3OG> �' � N��` /S�f -�� � 3 U (0 3S_ 10. DOCUMENT / CONTRACT REVIEW � PROJECT MANAGER ��I�� DEruTYDl�cTOx S 2_ ��� �Lnw DErT 11. COUNCIL APPROVAL �IF�A PL�BLE� IN AL / D E REVIEWED 2� 1f l - ��'(��1 COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING �SENT TO VENDOR/CONTRACTOR DATE SENT: � ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ,� r "`�.�.� .. ����I SIGNATORY �M�-0 DIRECTOR� ����� � CITY CLERK � ASSIGNED AG # SIGNED COPY RETURNED �ETURN ONE ORIGINAL COMMENTS: n......_......, u "� u ��_��.. _ _ . INITIAL / DATE SIGNED AG# ��- �f'�� DATE SENT: _ -r j- �$ -1 � INITIAL / DATE APPROVED COUNCILAPPROVAL DATE REC'D: 11 /9 �� 3_� e t ;`e r a':,�' � � �3 CITY OF FEDERAL WAY AG10-109 PROJECT NUMBER CONTRACT CHANGE ORDER AGREEMENT 5 CHANGE ORDER NUMBER EFFECTIVE DATE h!AY � p ?� 1 �•'.Fr gR� F �. . _ _. _, . . �� Pac Hwy South HOV Lanes Ph IV -S 312th Street to Dash Point Rd J.R. Ha�es and Sons, Inc. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: 1. QWEST PLAN REVISIONS Delete current Qwest plans from the project plan set (8 total plan sheets). Replace with attached revised set of plans (9 plan sheets). Bid Schedule E— QWEST Undergrounding will be revised as a result of these plan revisions as follows: a) Bid Item E1 Install Conduit 4" - revise plan quantity from 17,800 to 21,073 LF, Unit Price $2.20 per LF, revised contract cost change for this item is an increase of $7,200.60 b) E2 Install 467 Manhole - delete item, revised contract cost change is a decrease of $1,100.00 c) E3 Install 5106 Manhole - revise plan quantity from 4 to 1 each, Unit Price is $650.00 per each expected cost change is a decrease of $1,950.00 d) E4 Install Handhole 264 TA - revise plan quantity from 11 to 10 each, Unit Price is $190.00 per each, revised contract cost change is a decrease of $190.00 e) E5 Install Pedestal - revise plan quantity from 4 to 6 each, Unit Price is $260.00 per each, revised contract cost change is increase of $520.00 fi� New Item E9 Install 4484 TA Vault- plan quantity 2 each, Unit Price is $693.34 per each, contract cost change is an increase of $1,386.68. (Note: the plan quantity for E9 does not include the vault installed by Qwest on S 308th St due to a maintenance related emergency). g) New Item E10 Install 484 TCA Vault - plan quantity 1 each, Unit Price is $693.34 per each, contract cost change is $693.34. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $6560.62 THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE Change Order No. 5 1 of 3 ITEM NO. DESCRIPTION CHANGE UNIT ADD OR QUANTITY PRICE <DEDUCT> SCHEDULE E E1 Install Conduit 4 3273 LF $2.20 $7,200.60 E2 Install 467 Manhole(delete item) Delete Item <$1,100.00> E3 Install 5106 Manhole <3> EA $650.00 <$1,950.00> E4 Install Handhole 264 TA <1> EA $190.00 <$190.00> E5 Install Pedestal 2 EA $260.00 $520.00 New Item E9 Install 4484 TA Vault 2 EA $693.34 $1,386.68 New Item E10 Install 484 TCA Vault 1 EA $693.34 $693.34 SUBTOTAL SCHEDULE E: $6,560.62 TOTAL NET CONTRACT INCREASE $6,560.62 The net increase to the Disadvantaged Business Enterprise Utilization Certification for the project is $4480.60. The amount of this change to be applied towards the goal on the Disadvantaged Business Enterprise Utilization Certification for DBE Electric is $4480.60. See attached backup information for verification of this change. Disadvanta ed Business Enter rise Subcontractors Subcontractor Bid Document Contract Goal DBE (Condition of Contract Goal AFTER Estimated Final Change Order No. 5 Contract Amount DBE Electric $998,043.00 $1,019,078.50 Advanced Government $480,000.00 $480,000.00 Services Total DBE _ $�,478,043 $1,499,078.50 1,023,559.10 $480,000.00 10 $1,023,559.10 $480,000.00 $1.503,559.10 Change Order No. 5 2 of 3 An independent cost analysis has been performed � Yes ❑ No The time provided for completion in the Contract is � Unchanged ❑ Increased ❑ Decreased by _ Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes � No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that a/l materials, workmanship and measurements sha// be in accordance with the provisions of the standard specifications, the contract p/ans, 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 $ 9,827,292.84 $ 215,253.88* � 6,560.62 $ 10,049,107.34 * Includes correction in the amount of $324.20 for under reported change order carry forward stated on Change Orders 3 and 4. �•�•. � / � � DATE �/��1►, CARY M. ROE, P.E. � DIRECTOR OF PARKS, PUBLIC WORKS, & EMERGENCY MANAGEMENT Sllnl� DATE Change Order No. 5 3 of 3 .,..� .. . .. ... ... . . . � . . . ..... . . . . . . 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' y I I "-, ,_ -- o � �� I (�-ea na+) � �' '- t n - P � , ix4'e�c --- -_____ .:_� GREAT FLOORS cNe � �n�ia�-uc P � '� � � � - � N .. . � � i 1X4'PVC 8 785360-0240 ' I � "-- �' 785360-0235 I � � f L---J M84 TA� � ` QWEST CONDUIT PLACEMENT � O� � _ � I � j�ADD �7NE 4� PVC GR�WTH _ -► , a� awESr,r � .... ..... ......_._ . _ ..... ..-.,.,..r. ,.,,.,,.� .,..,�.,,,.., � � Z MH 435 MH 433 4' 2 678' MAIN LJNE MH 435-MH 433 _- � i . 2 � I 2- ��. a # �' � � - fi JJJ + . ��� ,�HER Yt � . .. / <<� i � I - li 1NORK LOCATION PLAN DESIGNED BY: DALE HARTMAN px�s� N sR � pAC�c xmc P�cr (253) 372-5364 �s; � p�n�s 1,2, s e�m 6 DRAWN BY: RICARDO SATPARANI Q W� S t 253 372 - 5448 �'""°'"°'"�°"�°'' DATE: OCTOHER 2�, 2010 t � �092104-9120� 092104-9121 AERIAL-UG-PSE O . . � Z � ao�ov�o � a O � �— � TQ PRINT 3 ,�. �. CITY OF FEDERAL WAY - KING COUNTY SECTION: 9 QWEST JOB: 91 W2DQ2 TOWNSHIP: 21` GLLI: FDWYWA01 RANGE: 4E SH: 2 OF � �oM �o � �an+ MH. 43 WEST � �'� �i �� ' � �- � � : _ TO PRINT 2 MH 435 MH-445 4" 3 410• OYERSEt EX. �WEST PED �/ /.� / � TO FEED flBER/COPPER TO 1649 S308TH /.-' � �T � MH 435 T30802 4" 1 295' RE-fEED MEDiCAL CEN7ER � i �\ T-30802 TO FEED GREAT FLOORS � � MH 435 HH 438 4" 2 450� T-30820 � � � I \ MH 435 HH 437 4" 2 410� �� 4 BIDGS COPPER/FfBER / � �,� \ AND ACT AS PULL BOX I \ ' � �/ j j _ � � � � j \� � I � 1 � \ I � ,j - i � , �` � f , w �.i , � j � 1 I I ij � NOTE FROM SHEET 1: � � � "" �"• � ' � � w � I EXTEND 3X4 PVC EAST � � °' I �� T❑ IVEW P❑LE BY KATHY BAERNY TOTAL LINEAR FEET 4' PVC THIS � i � � i � REVISION 21, 073' I I � i � 1. TOTAL 264 TA VAU LTS =10 � � i I - #'s 429, 432, 434, 437, 438, 439 � i i "�" .� 1 441, 442, 443, 445 � i i � T ��`'� 1 V 2. TOTAL 4484 TA = 3 1 �- � i � #'s 4 3 3, 4 3 5, 4 4 0 \ i i � � / 3. TOTAL 4484 TCA =1 \ i IX��4• P,� / a�o,� i , i #s436 ` _�_ i / 4� TOTAL 5106 TA =1 � i i � # s 430 \ i i � TOTAL VAULTS THIS JOB =15 �� � ( // � i / i i �� � i � i � =���� i i i i i i i i i i i i i i i i i i --�-- i i i i ,�..� WORK LOCATION PLRN CITY OF FEDERAL WAY - KING COUNTY DESIGNED BY: DALE HARTMAN PHABE 1V 3R 99 PACIPZC H11Y PROJECT (253� �72 -5364 SECTION: 9 QWEST JOB: 91 W2DQ2 �s: ��n+rrs i z s �xn e D�wN BY : RICARD�O SATPARP�M Q W E' St TOWNSHIR: 21 CLLI: FDWYWA01 .. nA�: ocros�x is, �uio (253) 372 - 5448 �.""'°,...�'°'"°�'' RANGE: 4E SH; 3 OF 9 .��_ . . . _. __._�.�. . .� . . ._ . , � ., , � . . : ,. � ��' FEDE� WAY HIGH SCHaOL � , � QWEST �ONDUIT PLACEMENT QWEST CONDUIT PLACEMENT i�,.,�, o sr vnu�T MH 433 LEAVING ��sr vnu�T MH 433 LEAVING � 082104�9009 �°��E CLOSURE � '�-,.�,_ 1� � POLE SIZE QTY. DSGN POLE SIZE QTY. DSGN A I `���,.,�` �RROM TO LENGTH SOUTH FROM TO L�NGTH NORTH � 0 ' �` �,' . � tiH 433 T30640 4' 2 350' TO FEED FEDERAL WAY MH 433 C-1709 4" 2 300' Tp FEED T-30504 ZARAN _ _ _ ' i PROFESSIONAi CENTER 30640 r—___ �' -_ � . TO FEED STERLING CENTEft , DISTRIBUTION TO APTS ��_ �� - ; MH 433 T3062Q 4' 1 280 �20 MH 433 HH 434 4" 2 150 3g02. 1713. 1727 & 1737 � : '` '-- � RISER UP PSE P-i6 TO AWEST TO INTERCEPT ONE CABLE �'- (r�! 433 P-16 4" i Zpp' MH 433 C30602 4" 2 30' � � _ _ ` � _. � � . � � ' T-3046-7E1 AT OLD SAI LOCATION � S p�c __ �� � 1� _ --_ ` , � - � � _, MH 433 MH 430 4" 3 750' MH 433 TO MH 430 MAIN UNE _ � CONC � � ' � _ �► r p H i G -, _ _ ��-�.�'�`, � _ � �_~-�� � � _ , y � � _ � r �. _ , __ ,. , .�,�_ � AY — --- . �_ � , —, �-,., . — - -- � - _. SO�T �- _ ! �� \,�` �` � _ ; ��-�„� � '' �.� , , , Z �,... -.� ' _ _ - � — - � , ` - - -- . 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PROFESSIONAL \ `� �•. � � � 0 ooxna_ oxEs --- a _. c-soszo � -°-'�—_, �_ '� ��ST_;� _ _ _ _ - _ -- �_ � CENTER j j -�aoe+o�-ii � $. x, ' `��'��� � ` a "e+ r�,ww . fz�'� __ _,_ rn X-10645 / � � � ` � ` f� �cW � r ooz �_ , _� _ �,,._ ) - 092104-9102 m�r ac ar. c� � �-�, � � � _ ` "�tt - -'oozAa_�Q�sr;�°,°a��� ao ■n+ o tr an pav��€ rr�n 092144-9149 _��� `-� � , F � �� -. �.� - -:- { ,, ' , � - _ 01!; 12 � . U� �`-- - _ _ � , '� �. � ex o tY - �oox na-uc awEST-coarar � wu , � __ ioez ,�-uc owesT-� � sox '��trr x� . � � � , __ � _ s-ea nar __ ,. , ,� 2x4• P � C-3p�0 ss � �- or � FEDER ,�, ✓ ` ` �e� _ � � rsu x wsoz �eoox � mrn` ur� � � �oox __ EAR NG IFIED NX �� c � ``�,��� � ' �- � a� vca• rvc -•� , � ` A "X _� , �- • — _ . WSTONFR I1NE � � � . . T � � — .. t, � - . / 11 I I �io'L"--} I ,,', , ��—�_� �` 1 ,, � � � 13 — � -- za�N � � ,o� ,. � ���„ ,�q� � ti � O � SA1fRE�& �- � , � ..�� � / � �- � �<< THE VIEW AS80C. INC. 4 I 4• rvc _ •�; .::i � AT THE LAKE �,� � I (�-rsa �+) , uc-uc owesr-coaP�a APARTMENTS � � I 1 ° r 255817-0010 o rc �we1 J. a 092104-9124 T-�a t � �o = � oc a�xr � a zoox 14 i � ,� � 15 c�s ai rrme� n I 1 I. o J �}� N i ANIMAI 1� � � HOSPITAL �� �.OTf�EBI.n`� � I � � Y i 255817-0130 TO PRINT 5 ,°�:� � 3,ZSZS SX � 163358 WORK LOCATION PLAN CITY OF FEDERAL WAY - KING COUNTY DESIGNED BY: DALE HARTMAN p � ��� pA �� � P �� (253) 372-5364 SECTION: 9 QWEST J4B: 91 W2DQ2 x��s: ��rrs i,2, s Artn 6 DRAWN BY: RICARDO SATPARAM Q W E' S t TOWN�H{P: 21 CLLI: FDINYWAa1 nA�: �ro� i�, �a�o �253) 372 - 5448 �r""'°"� RANGE: 4E SH: 4 OF 9 _ r Tt? PRMT 4 i �... ,-�:: � � CHLK. W/C AC bE o GP � o JB � y , p MB o TELR ❑ TVR � � CHAIN LINK WHEELCHAIR RAMP ASPHALT UGHT POLE GAS VALVE GAS METER GUARD POST SIGN JUNCTION BOX POWER VAULT POWER TRANSFORMER MAIL BOX TELEPHONE RISER TELEVISION RISER TELEPHONE VAULT TELEPHONE MANHOLE GUY WIRE ANCHOR -0 �� 0 0 � � d`� ALQiQ HEM12 • RC �;:�� ❑ c; � I�EGE�I D POWER POLE TRAFRC SIGNAL POLE CONCRETE GRAVEL HEDGE PLANTER WITH SHRUBS WATER VALVE WATER METER IRRIGATION CONTROL BOX DECIDUOUS TREE TYPE AND DIAMETER IN INCHES CONIFEROUS TREE TYPE AND DIAMETER IN INCHES FOUND REBAR & CAP FIRE DEPARTMENT CONNECTION (SEE NOTE 6) CATCH BASIN STORM DRAIN MANHOLE SEWER MANHOLE - - - - - - - - = - - - DITCH CENiERLINE CONCRETE CURB CURB dc GUTTER —a � �^— EDGE OF PAVEMENT —� �--�— STORM ORAIN LINE > > � SANITARY SEWER LINE ----- �--- w w— PAINTED WATER LINE � • w WATER LINE FROM AS-BUILTS --� �--- -- PAINTED POWER LINE -- - -�---�--- PAINTED GAS LINE —* * �— pAINTED TELEPHONE LINE -� � -- -- � - - - OVERHEAD LINE BUILDING LINE BUILDING EAVES — - — - RIGHT OF WAY CENTERUNE RIGHT OF WAY LINE GRASS WORK LOCATION PLAN px�s� rv sR � pAC�c xuY �cr R�YARI�S: RLiTI3ED PRIIVTS 1.2. $ AND 6 DATi�: OCTt?8ffiZ 13. 2010 �I . DESIGNED BY: DALE HARTMAN (253) 372-5364 DRAWN BY: RICARDO SATPARAM (253) 372 - 5448 Qwest �i�i wi �wn v wor m�ma CITY OF FE SECTION: 9 TOWNSHIP: 21 RANGE: 4E �.�r�: � �� r I � � �. I � I ��� : � :i I � � �. _ �: ti � � �� � i E �� : ;- m � ► � ;� , ; � __ � �� ► ,, ;� � {� , I I I. � � I � I � I I , .o. � � DTRE I OTR��6 CY � SSO I--__, ° � �I , . I_-� I � t�-i I � �« � ` I � (I � � � � ' � � � ( � � � � � I j � I � o I I � � � I � � I � � i � H Z � a O �� WAY - KING COUNTY QWEST JOB: 91 W2DQ2 CLLI: FDWYWA01 SH: 5 OF 9 , S 16TM ST y�,,,; ;— ---- 16TH ST --- F / � � .� . � . . , _ . _ ' _ .._ �� _ U�11 6'4'X4�PA�D�.. - - _ ,-_ � - -- 3%4�YC 110t1� � - UG-UG t001G 4WEST . . . . . ... _ _ . . . . . .. . . ...�.►� ^ - � � . . � : ��"r '� _ .a . � . ��. �\ _ ._.. �_ _.... .' _ . .�. ._ ... _. .- _ .. ..- . . _ .. _ _- . � /,/' � -�-���,��----------------------- '' ._ .. . . _ . . .. . . _ . . . . _. . . --- � � _�111AL1RGfN � ._ . 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DSGN 200X+600X CABLES Q � I' I �oM ro LENGTH FOR CONVERSION (EAST) ~ ' � � �� MH 431 SAf 4. 3 350� CONVERTS 2 CABLES WEST � ( R30405 I I MH 431 MH 430 4' 2 220' REROUTE FIBER OPi1C CABLE REVISED SH❑WING ACTUAL ' I `" ' PL 1X4 Pvc oN L�CATI�N �F EASEMENT ` I �, �etz MH 431 P1802 4" 2 350' TO RISER TO FEED EAST ON S 304TH � ; II 34 PRIkATE PROPERTY 3S 36 i �z � � � � � IR15 � � � . � �. � or�u F�ERAL FEDERAL I� - I o�sr oc �s+• HIDEAWAY WAY USED +x�• � CARD ROOM 09 04-9192 «,s,ou�x s�nv� u,E cARS wAY Au�p REVISED T� SHOW CHANGE tt � b � � � � '- 092104-9232 G ,�, IN MH TYPE FR❑M 467 TA 042104-9040 ' , � 54J T❑ 4484 TCA ~ I , � � -. ac 092104 Dig °� � � 10� Pl tX4" PVC ON �,.. ��� ��, �� � PRt �; � X- 10633 i�� I OVER �SET 2 QWEST CABLES W� 3& TCA � � PL 1X4" PVC 0 EX. 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DSGN Z TO M H 4 J O ALD�g ALD18 ALp18 FROM TO LENGTH 042104-9057 ��� ALDi6 MH 429 MH 430 4" 2 390' MH 429 TO MH 430 O �+.- � �� WORK LOCATION PLAN C1TY OF FEDERAL WAY - KING COUNTY DESIGNED BY: DALE HARTMAN px� rv sR a9 PAC�c x� PRw�cr (253) 372-5364 SECTION: 9 QWEST JOB: 91 W2DQ2 � R�s; x�vt� p�s 1,2, s�m s DRAWN BY: RICARDO SATPARAM Q W e St ` TOWNSHIP. 21 CLLL• fDWYVVA01 nn�: acroH� is. 2oio (253) 372 - 5448 �. M._.,. s.� �,.. RAN�E: 4E SH; 8 OF 9 _ ao Z oC a �O 042104 QWEST CONDUIT PLACEMENT QWEST VAULT CONNECT EX. 2X4" PVC CLOSURE POLE sizE QTY. DSGN FROM HH 408 TO NEW FROM TO LENGTH HH 429 SOUTH QWEST EX. FIND EX. 2X4" PVC CAPPED WITH HH 408 1X4" 4" 2 1000' ELECTRONIC TARGET 135' SOUTH OF 408 429 HH 408 AND CONNECT TO NEW 1X4" PVC TO NEW HH 429 SOUTH i . �O MAD16 . . . - . . . ALD13 ALD16 : pg I.b10 MADiQ . .. - PIRt2 ��. FlR10 MAPi2 PIR16 'ALD18 . ���� 042104-9038 t719 A1D10 � ALD12 ALDB . 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CONC. . _ . _ . . _ . . . . _ . . � � -� - -- _.---��--�--.--�--�-,._---�� T� r--_ � - - . . . . . ------- - - � � — rn ----- _ ... . -. . . a - - -- . .. . . _ . _ . . � . . �> __,._-- .. _ 04 -:: _ . . ._. .... . . . . . _ . --�— -- � .. . : ...: ..,-�� P03 � . Z � €X 284 TA H ���_�������������___�_�_��_.��__������� �� � . _ , _ . — . • — - . . �— � —,-- � , . . . ,r ._. .. . . .. , ... - . . - � �� ..� dLBB ALD14 .__ _ . MAP8 LD10 AID�z CHERRY24 GOTTA9 ALD10 ALD10 CHERRYtQ � p�Qip -�. MAP2d ._._ '._.._. _— _ 042104-9012 = 2� WORK LOCATION PLAN DESIGNED BY: DALE HARTMAN � P� iv sR ae PAC�c xmc Pxo�cr (253) 372-5364 � �s: � pRn�rs t,z, s Axn s DRAWN BY: RICARDO SATPARAM Q W 8 S t nATr: ocTO� is, zo�o (253} 372 - 5448 ��"! ""'°"'.'°'�"' PPoVA7E �. �� ` . � 1 � .-..-_�\ \\ t W TOIIER SERN .LIl� � .. \ � � � _ ° �\ -� � 18�.� _'"F .. . ----- — '_.° � . _ .. Z� . POt �\\ . 21 � �C ��RA+ TRAVEL & \�� MART �� CRUISE �� TART KUNDIGI � 104-9011 367440-0167 \\ �— CITY OF FEDERAL WAY - KING COUNTY SECTIO�J: 9 QWEST JOB: 91 W2DQ2 TUWNSHIP: 21 CLLI: FDV1/YWA01 RANGE: 4E SH: 9 OF 9 RETURN TO: SIAR`�1 I / A- V- EXT: �; 2 - 7) I CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS / 2. ORIGINATING STAFF PERSON: - 3 OAS` ?e4 u` �„ EXT: 2-72;2 3. DATE REQ. BY: //hct 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) a PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION ❑ CONTRACT AMENDMENT (AG #): )1 " - /O 9 ❑ INTERLOCAL ❑ OTHER G e 19 --der t/ 5. PROJECT NAME: d"& IL, Ay qq 6. NAME OF CONTRACTOR: 7, (Z. , e i:vJ - 't''S - 1-'vK' . ADDRESS: ZZ-h 3 D S6 2 3 / w r i / d f f � L { i s j , i .//� 4 . s z 2 J TELEPHONE: V -3 -5° E -MAIL: j y e j t k.ew s• et) FAX: 4 / 4 5 - - 3 S 2- Yy o C SIGNATURE NAME: .a ; �. k . (( TITLE :.S r. pr t' i c f 141 /^ 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE # / IaiG2 5��1L7 '-j ``BL, EXP. 12/31 / eat UBI # I1 6 LO7 e 6 , / E XP. Y/34 8. TERM: COMMENCEMENT DATE: v/ / 2, / 1) COMPLETION DATE:4 /4 (lit-. ' 0 p) J c . 9. TOTAL COMPENSATION: $ 49 0 7-7 J c..), t2y , Z 2 : S Z (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 lItNO IF YES, $ di tt. , PAID BY: ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: 3 0 b --`'! t>' 0 3. 3 0 G S 10 DOCUMENT / CONTRACT REVIEW INITIAL / DATE REVIEWED INITIAL / DATE APPROVED 24 IN PROJECT MANAGER - U--- /S ❑ DIVISION MANAGER 211 g DEPUTY DIRECTOR II fit7 'I L ) v6ffivDIRECTOR Lam! ❑ RISK MANAGEMENT (IF APPLICABLE) 2) a LAW DEPT] ', /71 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING pe_tit Nit l S I TOR DATE SENT: DATE REC'D: Z iS _ /1/ ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INITIAL / DATE SIGNED ❑ LAW DEPT >5 /� , SIGNATORY (10i IRECTOR) (. ' 't Z q CITY CLERK 1\) Er , ASSIGNED AG # AG# ( - 1 1:11( b SIGNED COPY RETURNED DATE SENT: 2- 1 I 1 COMMENTS: EXECUTE ") " ORIGINALS 11/9 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG10 -109 4 PROJECT CHANGE ORDER EFFECTIVE DATE NUMBER NUMBER Pac Hwy South HOV Lanes Ph IV -S 312th Street to Dash Point Rd J.R. Hayes and Sons, Inc. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: 1. FLUIDIZED THERMAL BACKFILL Per Field Directive No. 14, the following locations require Fluidized Thermal Backfill around PSE conduit in utility trench: S 308th, Northeast Corner — • From the intersection of the trenches from the south and the west at approximately Sta 11 +25 Rt, east approximately 60 ft to SW01, and north approximately 60 ft to PV02. S 304th Intersection — • Crossing SR99 on the north side of S 304th from SW02 east approximately 165 ft to PVO4. • Crossing S 304th on the east side of SR99 from the intersecton of the trench at approximately Sta 24 +15 Rt north approximately 55 ft to the intersection of the trench from the west at approximately Sta 24 +70 Rt Supplement Special Provision 8- 32.3(1) with the following: When 4 or more 6 inch PSE conduits are present in utility trench, Fluidized Thermal Backfill shall cover the conduits by a minimum of 6 inches, extend to the sides by a minimum of 6 inches, and provide 2 inches of bedding. Incorporate attached PSE standard to the Contract. As a part of this change, the Prime Contractor, J.R. Hayes and Sons, has changed their subcontract with DBE Electric. DBE Electric is one of the Disadvantaged Business Enterprise subcontractors for the project, operating under NAICS code 238210 Traffic Signal Installation, Highway Street and Bridge Lighting, Communication Equipment Installation. The scope of work was revised by mutual agreement to make the overall joint utility trench work, to include this additional work of installing Fluidized Thermal Backfill, more efficient for both the Prime Contractor, J.R. Hayes and Sons, Inc. and the Subcontractor, DBE Electric. JR Hayes will provide assistance in this by installing and removing the steel plates prior to and after placing the Fluidized Thermal Backfill as well as providing the backfill material, and DBE Electric will be providing the labor and equipment necessary to install the Fluidized Thermal Backfill (Item D14 Fluidized Thermal Backfill) for the joint utility conduits within the joint utility trench. Change Order No. 4 1 of 3 A. A new bid item D14 "Fluidized Thermal Backfill — Placed during the Day Time Work ", per cubic yard is added to Schedule D. The estimated quantity for bid item #D13 is 450 cubic yards. The unit price is $111.46 per cubic yard. The estimated total amount for this new bid item D13 is $50,157.00 B. A portion of the total quantity of Fluidized Thermal Backfill to be installed is an exchange for the backfill material from the Bid Item A160 "Pitrun Sand" bedding already being installed by DBE Electric which was included in Change Order No. 3 and it has been determined that DBE Electric is qualified for this work under the NAICS code. The estimated quantity for bid item A160 "Pitrun Sand ", per cubic yard is reduced by 320 cubic yards. The new estimated quantity is 5,080 cubic yards. The unit price for Bid Item A160 " Pitrun Sand" of $19.00 per cubic yard remains the same. The estimated change amount for this bid item A160 Pitrun Sand is a Decrease of $6,080.00. The total change order amount for the Prime Contractor, J.R. Hayes and Sons for this item is an INCREASE of $44,077.00 THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM CHANGE UNIT ADD OR NO. DESCRIPTION QUANTITY PRICE <DEDUCT> SCHEDULE A A160 Pitrun Sand <320> CY $19.00 <$6,080.00> SUBTOTAL SCHEDULE A: <$6,080.00> SCHEDULE D D14 (New Item) Fluidized Thermal Backfill 450 CY $111.46 $50,157.00 SUBTOTAL SCHEDULE D: $50,157.00 TOTAL NET CONTRACT INCREASE $44,077.00 The net increase to the Disadvantaged Business Enterprise Utilization Certification for the project is $619.00. The amount of this change to be applied towards the goal on the Disadvantaged Business Enterprise Utilization Certification for DBE Electric is $619.00. See attached backup information for verification of this change. Disadvantaged Business Enterprise Subcontractors Subcontractor Bid Document Contract Goal Contract Goal AFTER Estimated Final DBE (Condition of Change Order No. 4 Contract Amount Award) (this change order) DBE Electric $998,043.00 $1,018,459.50 $1,019,078.50 $1,019,078.50 Advanced Government $480,000.00 $480,000.00 $480,000.00 $480,000.00 Services Total DBE = $1,478,043.00 $1,498,459.50 $1,499,078.50 $1,499,078.50 Change Order No. 4 2 of 3 An independent cost analysis has been performed ® Yes ❑ No The time provided for completion in the Contract is ® Unchanged ❑ Increased ❑ Decreased by Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ® No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No 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 $9,827,292.84 PREVIOUS CHANGE ORDERS $ 170,852.68 THIS CHANGE ORDER $ 44,077.00 NEW CONTRACT AMOUNT $10,042,222.52 CONT'4A R 4 DATE 7,„„ CARY M. ROE, P.E. DATE DIRECTOR OF PARKS, PUBLIC WORKS, & EMERGENCY MANAGEMENT Change Order No. 4 3 of 3 Para mgtrix PROJECT 11.1 SHEET OF BY 6S DATE CHECKED SUBJECT or. rt, 40 tr JOB NO. PHASE TASK 4' Allegin6MWA-c F;/.1_, 6 L ere 7' I 6.4 V < z d ) 0 01- 61 ., 4 N6,v,a _AJ&Lc 1 61 cc,5 cy Po e • Vitu L t^, e j /Y I 04 0 3a2 ) / >< I 1-S-- i , t ) glaq ":•*-- g_ a 5 L 176, PA/4( Frey A.) 57 L itz ,770 A.1 0‘, 2 2._j/pin,s-0 ayo t 4 0 3 o,x.CA 2-) 4 6 ) z SO 1 g . Pi / 3 el Cy (e,/2-) (NM' 414 Ai / X 7' AC4 • ts - m-Ai 13 ) (2 0 - i 3 — 2 180 0 ,P167- 1 Summary Totals Sheet for 1/25/2011 STA Bid Item Totals: Gravel Borrow for Trench A40 610.2 to Roadway Exc. incl. Haul A41 10.2 cy Structure Exc. Class B Inc A46 690.0 cy Shoring or Extra Exc. Clas A49 2709.0 sf Pitrun Sand A160 319.2 cy PSE Conduit 2" D1 521 ft PSE Conduit 4" D2 1722 ft PSE Conduit 6" D3 2485 ft Qwest Conduit 4" El 1754 ft Comcast Conduit 3" C1 598 ft Federal Way Conduit 4" A161 638 ft Created by Joel Linke on 11 -16 -2010 and Terry Campbell 11/22/2010 INSTRUCTIONS: Only insert data in blue text boxes. Black text boxes are automatically calculated. Date: 1/26/2011 Volume of Conduit Volume of Trench STA Length Bid Item Totals: E t • A40 300.7 to e Grave A41 10.2 cy Heigh A46 308.8 cy A49 1105.5 sf Total • A160 125.5 cy Height Sand D1 371 ft Counduit #1 PSE Height 0 O Conduits D2 863 ft Diameter (inches) 6.625 P.___ 0 0 Length D3 1086 ft Length (feet) 1086 E1 1136 ft Volume (ft 260.0 • Cl 342 ft Width A161 392 ft Conduit #2 PSE Trench #1 Trench #2 Vault J04 Diameter (inches) 6.625 L= Length (feet) 27 59 78 Length (feet) 0 W= Width (feet) 4 7.5 7 Volume (ft 0.00 Total Height (feet) 3.5 7.5 8.5 Gravel Height (feet) 1.5 4.0 4.5 Conduit #3 PSE Diameter (inches) 6.625 Hg Sand Height (feet) 2.0 3.5 4.0 Length (feet) 0 Volume (ft') 0.00 Volume(sand +conduits)= LxWxH Volume (ft 3948.75 Conduit #4 Comcast Volume (cy) 146.3 Diameter (inches) 3.5 Length (feet) 186 SAND FILLED IN ON 1/25/2011 Volume (ft 12.43 Volume of Sand in Trench Volume = Volume of Sand and Conduits - Volume of Conduits Conduit #5 Comcast Volume (ft 3389 A Diameter (inches) 3.5 'Volume (cy) 125.51 T Length (feet) 156 Traffic Volume (ft 10.42 GRAVEL FILLED IN ON 1/25/2011 Conduit #6 PSE Volume of Gravel Borrow in Trench Diameter (inches) 4.5 Volume (ft 4389 Length (feet) 863 Volume (cy) 162.6 Volume (ft 95.32 'Volume (tons) 300.71 Conduit #7 PSE Diameter (inches) 2.5 Length (feet) 371 traffic 20.7 Cubic yards of conduit area fill Volume (ft 12.65 162.6 Cubic yards Gravel Borrow 125.5 Cubic yards Pitrun Sand Conduit #8 City 1308.8 Total Cubic yards of trench Diameter (inches) 4.5 Length (feet) 392 Volume (ft 43.30 Volume of Roadway Excavation #1 Length 92 Conduit #9 City Width 6 Diameter (inches) 4.5 Depth 0.5 Length (feet) 0 IVolume (cy) 10.2 Volume (ft 0.00 Volume of Roadway Excavation #2 Conduit #10 Qwest Length 0 Diameter (inches) 4.5 Width 0 Length (feet) 1136 Depth 0 Volume (ft 125.47 'Volume (cy) 0.0' Conduit #11 Qwest Total Rdway Exc 10.2 cy I Diameter (inches) 4.5 Length (feet) 0 Volume (ft 0.00 Total Volume of Conduits (Gap found while performing back check Volume (ft 559.5 actual date of excavation was 10/22/10 Volume (cy) 20.7 Created by Joel Linke on 11 -16 -2010 and Terry Campbell 11/22/2010 INSTRUCTIONS: Only insert data in blue text boxes. Black text boxes are automatically calculated. Date: 1/25/2011 Volume of Conduit Volume of Trench STA Length Bid Item Totals: \ ♦ A40 108.5 to • Diamete ; Grave A41 0.0 cy ` Heigh A46 130.8 cy \\ A49 588.5 sf Total A160 67.1 cy Height Sand D1 0 ft Counduit#1 PSE Height 0 Q Conduits D2 99 ft Diameter (inches) 6.625 0 0 0 Length D3 374 ft Length (feet) 374 _ E7 198 ft Volume (ft 89.5 • ■ C1 66 ft Width A161 66 ft Conduit #2 PSE Trench #1 Trench #2 Trench #3 Diameter (inches) 6.625 L= Length (feet) 33 55 0 Length (feet) 0 W= Width (feet) 6 6 0 Volume (ft) 0.00 Total Height (feet) 7 6.5 0 Gravel Height (feet) 3.0 3.0 0.0 Conduit #3 PSE Diameter (inches) 6.625 Hs Sand Height (feet) 4.0 3.5 0.0 Length (feet) 0 Volume (ft) 0.00 Volume(sand +conduits)= LxWxHs Volume (ft 1947 Conduit #4 Comcast Volume (cy) 72.1 Diameter (inches) 3.5 Length (feet) 66 SAND FILLED IN ON 12/14 Volume (ft 4.41 Volume of Sand in Trench Volume = Volume of Sand and Conduits - Volume of Conduits Conduit #5 Comcast Volume (ft) 1813 Diameter (inches) 3.5 'Volume (cy) 67.1' ,----- Length (feet) 0 Volume (ft 0.00 GRAVEL FILLED IN ON 12/14 Conduit #6 PSE Volume of Gravel Borrow in Trench Diameter (inches) 4.5 Volume (ft 1584 Length (feet) 99 Volume (cy) 58.7 Volume (ft 10.93 Volume (tons) 108.5' Conduit #7 PSE Diameter (inches) 4.5 Length (feet) 0 5.0 Cubic yards of conduit area fill Volume (ft 0.00 58.7 Cubic yards Gravel Borrow 67.1 Cubic yards Pitrun Sand Conduit #8 City 1130.8 Total Cubic yards of trench I Diameter (inches) 4.5 Length (feet) 66 Volume (ft) 7.29 Volume of Roadway Excavation #1 Length Conduit #9 City Width 0 Diameter (inches) 4.5 Depth 0 Length (feet) 0 (Volume (cy) 0.01 Volume (ft 0.00 Volume of Roadway Excavation #2 Conduit #10 Qwest Length 0 Diameter (inches) 4.5 Width 0 Length (feet) 198 Depth 0 Volume (ft 21.87 Volume (cy) 0.01 Conduit #11 Qwest 'Total Rdway Exc 0.0 cy 1 Diameter (inches) 4.5 Length (feet) 0 Volume (ft 0.00 Total Volume of Conduits Volume (ft 134.0 Volume (cy) 5.0 Created by Joel Linke on 11 -16 -2010 and Terry Campbell 11/22/2010 INSTRUCTIONS: Only insert data in blue text boxes. Black text boxes are automatically calculated. Date: 1/25/2011 Volume of Conduit Volume of Trench STA Length Bid Item Totals: A40 77.1 to Diamete ■ Grave A41 0.0 cy Heigh A46 97.2 cy A49 350.0 sf • Total A160 50.4 cy Height Sand D1 150 ft Counduit #1 PSE Height O O Conduits D2 300 ft Diameter (inches) 6.625 O O O Length D3 200 ft Length (feet) 200 El 300 ft Volume (ft 47.9 C1 150 ft Width A161 100 ft Conduit #2 PSE Trench #1 Trench #2 Trench #3 Diameter (inches) 6.625 L= Length (feet) 50 0 0 Length (feet) 0 W= Width (feet) 7.5 0 0 Volume (ft 0.00 Total Height (feet) 7 0 0 Gravel Height (feet) 3.0 0.0 0.0 Conduit #3 PSE Diameter (inches) 6.625 HS Sand Height (feet) 4.0 0.0 0.0 Length (feet) 0 Volume (ft) 0.00 Volume(sand +conduits)= LxWxHs Volume (ft 1500 Conduit #4 Comcast Volume (cy) 55.6 Diameter (inches) 3.5 Length (feet) 100 SAND FILLED IN ON 12/14 Volume (ft 6.68 Volume of Sand in Trench Volume = Volume of Sand and Conduits - Volume of Conduits Conduit #5 Comcast Volume (ft 1360 Diameter (inches) 3.5 'Volume (cy) 50.41 11-- Length (feet) 50 traffic Volume (ft 3.34 GRAVEL FILLED IN ON 12/14 Conduit #6 PSE Volume of Gravel Borrow in Trench Diameter (inches) 4.5 Volume (ft 1125 Length (feet) 300 Volume (cy) 41.7 Volume (ft 33.13 (Volume (tons) 77.11 Conduit #7 PSE Diameter (inches) 2.5 Length (feet) 150 traffic 5.2 Cubic yards of conduit area fill Volume (ft 5.11 41.7 Cubic yards Gravel Borrow 50.4 Cubic yards Pitrun Sand Conduit #8 City 197.2 Total Cubic yards of trench I Diameter (inches) 4.5 Length (feet) 100 Volume (ft 11.04 Volume of Roadway Excavation #1 Length 0 Conduit #9 City Width 0 Diameter (inches) 4.5 Depth 0 Length (feet) 0 Volume (cy) 0.01 Volume (ft 0.00 Volume of Roadway Excavation #2 Conduit #10 Qwest Length 0 Diameter (inches) 4.5 Width 0 Length (feet) 300 Depth 0 Volume (ft 33.13 Volume (cy) 0. Conduit #11 Qwest (Total Rdway Exc 0.0 cy Diameter (inches) 4.5 Length (feet) 0 Volume (ft 0.00 Total Volume of Conduits Volume (ft 140.3 Volume (cy) 5.2 Created by Joel Linke on 11 -16 -2010 and Terry Campbell 11/22/2010 INSTRUCTIONS: Only insert data in blue text boxes. Black text boxes are automatically calculated. Date: 1/25/2011 Volume of Conduit Volume of Trench STA Length Bid Item Totals: • A40 123.8 to Diamete 0. Grave A41 0.0 cy Heigh A46 153.2 cy s tZ A49 665.0 sf Total • A160 76.2 cy Height Sand D1 0 ft Counduit #1 PSE Height 0 0 Conduits D2 460 ft Diameter (inches) 6.625 0 0 0 Length D3 825 ft Length (feet) 825 _ E1 120 ft Volume (ft 197.5 C1 40 ft Width A161 80 ft Conduit #2 PSE Trench #1 Trench #2 Trench #3 Diameter (inches) 6.625 L= Length (feet) 40 55 30 Length (feet) 0 W= Width (feet) 5.5 5.5 4 Volume (ft 0.00 Total Height (feet) 7 7 4 Gravel Height (feet) 3.0 3.0 2.0 Conduit #3 PSE Diameter (inches) 6.625 HS Sand Height (feet) 4.0 4.0 2.0 Length (feet) 0 Volume (ft) 0.00 Volume(sand +conduits)= LxWxHs Volume (ft 2330 Conduit #4 Comcast Volume (cy) 86.3 Diameter (inches) 3.5 Length (feet) 40 SAND FILLED IN ON 12/14 Volume (ft 2.67 Volume of Sand in Trench Volume = Volume of Sand and Conduits - Volume of Conduits Conduit #5 Comcast Volume (ft 2057 Diameter (inches) 3.5 (Volume (cy) 76.21 41q L ength (feet) 0 Volume (ft) 0.00 GRAVEL FILLED IN ON 12/14 Conduit #6 PSE Volume of Gravel Borrow in Trench Diameter (inches) 4.5 Volume (ft 1807.5 Length (feet) 460 Volume (cy) 66.9 Volume (ft 50.81 (Volume (tons) 123.81 Conduit #7 PSE Diameter (inches) 4.5 Length (feet) 0 10.1 Cubic yards of conduit area fill Volume (ft 0.00 66.9 Cubic yards Gravel Borrow 76.2 Cubic yards Pitrun Sand Conduit #8 City 1153.2 Total Cubic yards of trench Diameter (inches) 4.5 Length (feet) 80 Volume (ft 8.84 Volume of Roadway Excavation #1 Length 0 Conduit #9 City Width 0 Diameter (inches) 4.5 Depth 0 Length (feet) 0 Volume (cy) 0.01 Volume (ft 0.00 Volume of Roadway Excavation #2 Conduit #10 Qwest Length 0 Diameter (inches) 4.5 Width 0 Length (feet) 120 Depth 0 Volume (ft 13.25 'Volume (cy) 0.01 Conduit #11 Qwest 'Total Rdway Exc 0.0 cy 1 Diameter (inches) 4.5 Length (feet) 0 Volume (ft 0.00 Total Volume of Conduits Volume (ft 273.1 Volume (cy) 10.1 is Id 11 1► 11 1p ::,c N W p y r ail pi J . 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The following clarifications, additions, deletions, or revisions to the Work are hereby ordered and authorized: DIRECTIVE: Crossings at 308 and 304 require Fluidized Thermal Backfill around PSE conduit in utility trench: Supplement Special Provision 8- 32.3(1) with the following: When 4 or more 6 inch PSE conduits are present in utility trench, Fluidized Thermal Backfill shall cover the conduits by a minimum of 6 inches, extend to the sides by a minimum of 6 inches, and provide 2 inches of bedding. Incorporate attached PSE standard to the Contract. REASON FOR DIRECTIVE: To satisfy PSE requirements. METHOD OFpYMENT: New Bid Item D Fluidized Thermal Backfill will be paid at a unit rate of $111.46 per cubic yard as agreed to between JR Hayes and the City of Federal Way based on cost sheet submitted by JR Hayes dated 12/21/2010. Estimated quantity for this new bid item is 450 cubic yards. REMARKS: As discussed in project meeting and confirmed by utility purveyors, when PSE conduit is required to be covered with FTB, all utility conduit in the same trench will be covered with FTB to eliminate the cost to form around the PSE conduit. It is understood that this Work Change Directive will change the Contract Price or Times and is evidence that the parties expect a Change Order to be subsequently issued reflecting any changes. BY: ¢ _ DATE: 12-21-2010 Construction Services Manager ACCEPTED BY: DATE: Contractor CITY OF FEDERAL WAY PACIFIC HWY SO HOV LANES PHASE IV STPUL 1013 (004) / RFB 10 -103 DATE: 12/21/2010 CONTRACTOR: J.R. Hayes & Sons, Inc. SUBCONTRACTOR: FIELD DIRECTIVE 14 REVISION: 3 CRP NO: 1056 DESCRIPTION: Install Fluidized Thermal Backfill around PSE Conduit in Utility Trench - RC 862 DAV' T IME WORK LABOR MATL/EQUI SUBCON LABOR $ MATL/EQUIP $ SUBCON $ DESCRIPTION QTY UNIT $/UNIT P $/UNIT $/UNIT EXTENSION EXTENSION EXTENSION TOTAL Labor: Supt. 2.00 HR $58.38 $116.76 $0.00 $0.00 $116.76 Operator- Removing Plates to Pour CDF 1.50 HR $55.62 $83.43 $0.00 $0.00 $83.43 Assit. Engr. - Ground- Assist in Removing Plates 1.00 HR $52.91 $52.91 $0.00 $0.00 $52.91 Assist. Engineer- Assist with Pour of CDF (2) 2.00 HR $52.91 $105.82 $0.00 $0.00 $105.82 Operator- Re- Place Plates to Cover CDF to Cure 1.50 HR $55.62 $83.43 $0.00 $0.00 $83.43 Assit. Engr. - Ground- Assist in Re- Placing Plates 1.00 HR $52.91 $52.91 $0.00 $0.00 $52.91 Equipment: 2757- Cat 314 Excavator 2.00 HR $50.58 $0.00 $101.16 $0.00 $101.16 Shoring Kit -N /A $0.00 $0.00 $0.00 $0.00 Road Plates- N/A $0.00 $0.00 $0.00 $0.00 Materials: Corliss Mix #J5201FTB- NO COLOR Fluidized Thermal Backfill 40.00 CY $61.00 $0.00 $2,440.00 $0.00 $2,440.00 Enbvironmental Fee 40.00 CY $3.00 $0.00 $120.00 $0.00 $120.00 Sub Contractor DBE Electric- (Place FTB) 3 Guys @ 2 Hours Each - $56.35 Per Hour plus allowable mark up. 1.00 LS $436.15 $0.00 $0.00 $436.15 $436.15 Backhoe 2 hrs at 41.00/ hr. plus mark up 2.00 Hr $49.61 $0.00 $0.00 $99.22 $99.22 - DIRECT COST TOTALS $495.26 $2,661.16 $535.37 $3,691.79 29% OF DIRECT LABOR COST 29% $143.63 21% OF DIRECT MATERIAL/EQUIPMENT /SERVICES 21% $558.84 SUBTOTAL $143.63 $558.84 $0.00 COST TOTALS $638.89 $3,220.00 $535.37 $4,394.26 SUBCONTRACTORS FEE FOR SUBCONTRACTORS WORK UP TO $25,000 12% $64.24 SUBCONTRACTORS FEE FOR SUBCONTRACTORS WORK =1> $25,000 TO $100,000 10% $0.00 SUBCONTRACTORS FEE FOR SUBCONTRACTORS WORK > $100,000 7% SUBTOTAL $4,458.50 ,� PRICE PER CUBIC YARD (CY) PER POUR $111.46 �, + ray i;5 ---''-5 r l ", 4 ,. j !r t.5 64.5 t /� d F YO,, i ,v ,;, Tin G..J .e �T /1 I 1 K ,- C .>J R '� � r G C, ,. /� L. lc t t- "li"< c f '� 0 A ' . "'I- K J3/4 7 1 r� K r s 1 Z (� y s5-7' ` < < ,� T} 173 o l d ,-/ �7ti r ' d N. dir - rkL I tt ill 4 4 ' 4 LAN " T 'Fil cc. 4) , z_ 1 x 't - o1= 7-1/6. 1rI,c po /7 c:> c, ` f 4Sr-dyam -J�'t) Cam, c,<<q:tis c f 7 i4Twit 0,'`' ��tn CONcp . PO BOX 487 `' "` " #' (253) 891 -6680 SUMNER, WA 98390 CORL.IS S (253) 891 -6693 FAX 1e C4EGA,TE SUVV -t Customer Name: J R HAYES & SONS INC Project Name: PACIFIC HWY S HOV PHASE IV Customer Account Number: 18528 Project Address:319TH TO DASH PT Customer Billing Address: 22430 SE 231ST Project Address: FEDERAL WAY WA Prices are valid until:3 /1/2011 (425) 392 -9902 Base Price Product Description Per Yard Application *All mixes will be subject to a $3.00 per yard Environmental Charge C1301A CLASS 3000 7/8 W /AEA/FLYASH $57.00 CLASS 3000 C4000A CLASS 4000 W /AEA $60.50 DRIVEWAY C1301ACB 3000 PSI CURB MACHINE MIX W /AE $57.50 CURB AND GUTTER S4WSDOTM WS DOT CDF FOR MIXERS $51.00 CDF J5201 FTB 300 PSI PSE THERMAL BACKFILL $73.00 FTB/ WITH COLOR J5201FTB 300 PSI PSE THERMAL BACKFILL ) $61.00 TB WITHOUT COLOR C1301A CLASS 3000 7/8 W /AEA /FLYASH $57.00 SIDEWALKS S4601ACB 6 SK W /AEA/FLYASH CURB $60.00 EXTRUDED CURBS C4000A CLASS 4000 W /AEA $60.50 RETAINING WALLS 11000330 READYMIX ENVIRONMENTAL CHARGE ) $3.00 Notes: Terms and Conditions: 1) AU amounts are clue by the 10th of the month following purchase unless other terms have been agreed to in writing by Corliss Resources, Inc. 2) All charges not paid when due shall be subject to 1.5% interest per month on all unpaid balances. 3) Quoted Price reflects products selected. Any and all additional products purchased or used /added will be charged at prices in effect at the time of purchase. 4) All sales are subject of Washington State Sales Tax unless exemptions are applicable. 5) Unloading time for Ready Mix Products in excess of 7 minutes per cubic yard will be billed based upon standby time rates. 6) Short Toad fees will be applied as follows: 1- 4.75 Yards: $150.00; 5- 5.75 Yards: $100.00; 6- 6.75 Yards: $50.00 7) Prices quoted reflect deliveries Monday through Friday between 6:00 AM and 4:00 PM. Deliveries outside of these times will be billed at standby time rates. 8) To ensure timely delivery of concrete, all firm orders must be confirmed with CRI concrete dispatch with 48 hours notice. Confirmed orders that need to be cancelled, require a minimum of 1 and 1/2 hours confirmed notice to CRI concrete dispatch. 9) Actual delivery of products outlined on this quote as well as the extension of any amount of credit by Corliss Resources, Inc is subject to and contingent upon approval of credit in amount and terms as well as verification that customer is in compliance with all Washington State laws and regulations as a Contractor. 10) Adjustments may be made if fuel prices are higher or lower than $3.00. PLEASE SIGN AND FAX BACK (253)- 891 -6693 Tim Carlson _ . 253.405.4451 12/3/2010 Corliss Resources, Inc. Sales Representative Date Authorized Customer Representative Date Must be returned signed and dated not later than seven (7) business tcarlson@corlissresources.Com days from date recorded by Corliss Resources, Inc. Sales Representative. If returned later than seven days, Corliss has the right to reprice the Quoted Price. Customer agrees to all terms and conditions as outlined above. Using Fluidized Thermal Backfill (FTB) 6790.3050 Scope This standard covers the use and application of fluidized thermal backfill (FTB) for electrical conduit backfill. What is FTB and Where is it Used? FTB is a simple concrete mixture that is designed to conduct heat. It is poured around cables and conduit to conduct heat away from them. This allows the cables to carry more current without overheating. FTB is primarily used in backfilling trenches where a high value of cable ampacity is required. It may also be used as backfill where 100 percent compaction is required, where physical protection of the cable or conduit is needed, or where adequate backfill material is unavailable. Q CAUTION! FTB is not to be used for backfill around gas lines. Selection of FTB Material FTB material is available in the following two variations: Type Application MID Fluidized Thermal • Trenches over 12 -in. deep. 9995644 Backfill • Where no additional strength component is needed over that of normal backfill (300 psi max). Fluidized Thermal • Backfill of trenches 12 -in. deep 9995645 Structural Backfill or less (i.e., cable replacement within roadways). • Around structures where added strength is desired (up to 1000 psi). NOTE: Both products can be ordered with a red tint, if required by the municipality. ©2000 Puget Sound Energy Effective on: 08/04/10 Canceling: 06/01/05 Page 1 of 4 Using Fluidized Thermal Backfill (FTB) 6790.3050 Site Preparation Prior to Backfilling Prior to backfilling a trench with FTB the following conditions must be met: the Trench • Trenching activities and conduit installation should be done in accordance with PSE Standard Practices 6790.0075, "Customer- Supplied Trench Requirements," 6790.0130, "Trench Dimensions and Facility Placement," 6790.0140, "Trench Excavation and Backfill," and 6800.6000, "PVC Conduit Installation." • Steps must be taken to prevent the conduit banks from "floating" when the FTB is introduced to the trench, see Figure 1. Figure 1 Cut -away view of typical trench with tie -downs and FTB piles FTB Pile Centered Between Tie -Downs Re Steel #6 Bare Copper 1 - Wire #14 1r1 r7•'� 8" Min 20' Max Site Preparation Procedure Step Action 1 Re -steel bars, #6, should be driven on either side of the conduit bank at 20 -ft intervals, and lashed together with bare copper wire, #14 (MID 8484300). 2 If necessary, place a small pile of FTB midway between the re -steel tie -downs from the first mix truck. Then, beginning at the initial starting point, place the balance of the following mix trucks. Procedure for Placing the FTB Placement Before placement activities begin the following conditions should be met: Conditions • The supplied backfill shall be transported by an acceptable means to minimize segregation (i.e., ready mix concrete truck). • FTB placement may start when the temperature is 34 °F and rising. FTB shall not be placed on frozen ground. • At the time of placement, FTB must have a temperature of 40 °F. Mixing and placing shall stop when temperature is 38 °F or less and falling. • The ends of the trench shall be secured by bulkhead or earth fill. Continued on next page Effective on: 08/04/10 ©2000 Puget Sound Energy Canceling: 06/01/05 Page 2 of 4 Using Fluidized Thermal Backfill (FTB) 6790.3050 Placing the FTB Follow these instructions for placing the FTB: Step Action 1 Pour into the trench and completely fill all voids without causing excessive segregation. Maximum pour height shall be 4 feet. NOTE: Do not vibrate or compact the mixture. 2 To reach inaccessible locations, the mixture may be pumped through conventional concrete pumps. 3 The flow rate can be adjusted slightly by adding water at the site (as long as no segregation occurs, and the FTB fills all the voids completely when poured). 4 The FTB envelope shall cover the conduits by a minimum of 6 inches, extend to the sides by a minimum of 6 inches, and provide a minimum of 2 inches of bedding. Conducting a Thermal Probe Test Collecting Samples If directed by the project manager, a sample of the FTB should be collected, at a minimum, every pour date. For larger backfill operations, a sample should be collected every fourth mix truck to ensure consistency of the product. Each sample should be labeled appropriately with the following: • Date • Time • Mix truck identification number • Location of pour • Name of person collecting the sample Samples shall be cast in 3 -inch by 6 -inch cardboard or plastic molds, held in a moist environment, and not disturbed until the FTB has hardened. Follow ASTM Standards C172 and C31 for the sampling, curing, and testing of concrete, except use cardboard or plastic sampling molds to facilitate stripping. Thermal Resistivity When hardened, the FTB should have a thermal resistivity of less than 40 °C -cm/W when moist and less than 100 °C -cm/W when totally dry. References The following Puget Sound Energy documents apply to this standard: 6790.0075 Customer - Supplied Trench Requirements 6790.0130 Trench Dimensions and Facility Placement 6790.0140 Trench Excavation and Backfill 6800.6000 PVC Conduit Installation ©2000 Puget Sound Energy Effective on: 08/04/10 Canceling: 06/01/05 Page 3 of 4 Using Fluidized Thermal Backfill (FTB) 6790.3050 Sources ASTM C172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C236 Hot box Thermal Performance Test ASTM C31 Standard Practice for Making and Curing Concrete Test Specimens in the Field ASTM C94 Standard Specification for Ready -Mix Concrete IEEE Std 442 -1981 IEEE guide for Soil Thermal Resistivity Measurements Washington State Standard Specification, English 2000 2- 09.3(1) Backfilling 9- 03.1(2)B Grading Effective on: 08/04/10 ©2000 Puget Sound Energy Canceling: 06/01/05 Page 4 of 4 Greg Stidham From: Brian Roberts [Brian.Roberts@cityoffederalway.com] Sent: Thursday, October 21, 2010 2:03 PM To: Matt Kastberg Cc: Greg Stidham; Pacific Highway HOV; Marwan Salloum Subject: RE: FW Pac Hwy HOV - Field Directive No. 14 FTB Matt, Please submit to JR Hayes. -Brian Brian H. Roberts, P.E. Street Systems Project Engineer City of Federal Way 33325 8th Avenue South PO Box 9718 Federal Way, WA 98063-9718 (253) 835-2723 (253) 835-2709 (Fax) brian.roberts(acityoffederalway.com From: Matt Kastberg Imailto:MKastberg(aDarametrix.conn] Sent: Wednesday, October 20, 2010 4:10 PM To: Brian Roberts Cc: Greg Stidham; Pacific Highway HOV Subject: FW Pac Hwy HOV - Field Directive No. 14 FTB Brian, Please find the attached for your review. Matt 253-278-1468 Greg Stidham From: Brian Roberts [ Brian .Roberts @cityoffederalway.com] ent: Thursday, October 14, 2010 3:26 PM Co: Greg Stidham Cc: Marwan Salloum; 'Nelson Davis'; 'Thwing, Bill - Quanta' Subject: FW: SR99 Phase 4 - Thermal Backfill Attachments: FTB Standard.pdf Greg, Please create a request for a per cubic yard unit price for fluidized thermal backfill. The estimated quantity is 60 CY. It would be placed at the joint trench crossings at S 308th and 304th Sts, and the Pac Hwy crossing at S 304th St. Issue a Field Order to incorporate the attached PSE standard to the contract set, and supplement Special Provision 8- 32.3(1) with: " When 4 or more 6" PSE conduits are present in trench, backfill with PSE standard Fluidized Thermal Backfill to a minimum 6" cover, and to the side, a minimum 6" of the 12" separation between utilities. Secure conduit so it doesn't float." Thanks, -Brian From: Thwing, Bill - Quanta fmailto:bill.thwing©pse.coml Sent: Thursday, September 30, 2010 3:43 PM To: Brian Roberts Cc: Marwan Salloum; Quann, Thomas - Quanta Subject: RE: SR99 Phase 4 - Thermal Backfill lrian, I tried to markup the typical trench you sent me but it seemed like it cluttered it up. I think you can use the same diagram. The backfill requirements are really the same but include minimum 6" FTB cover over conduits and minimum 6" of FTB to the side of the 12" separation from other utilities. Just the comment (7.) below I think should be adequate. Attached is the PSE Standard 6790.3050 if there is any question. From PSE's normal trenching standard: If four of more feeder conduits are installed in a trench, fluidized thermal backfill (FTB) shall be used for backfill. The FTB envelope shall cover the conduits by a minimum of 6 inches, extend to the sides by a minimum of 6 inches, and provide a minimum of 2 inches of bedding. See 6790.3050, "Using Fluidized Thermal Backfill (FTB)," for additional information. would add to joint utility trench section notes: 7. When 4 or more 6" PSE conduits are present in trench, backfill with PSE standard Fluidized Thermal Backfill to a minimum 6" cover, and to the side, a minimum 6" of the 12" separation between utilities. Secure conduit so it doesn't float. If you don't think this will work adequately let me know. Thanks, Bill Thwing (253) 606 -7432 From: Brian Roberts [mailto: Brian .Roberts@cityoffederalway.coml Sent: Thursday, September 30, 2010 8:13 AM To: Thwing, Bill - Quanta Cc: Marwan Salloum Subject: RE: SR99 Phase 4 - Thermal Backfill Bill, Could you sketch the limits and dimensions of the thermal fluidized backfill limits on the attached typical joint trench cross section, and return it to me? Vertically, is it full depth to paving subgrade? Horizontally, where is the limit within the 1 foot spacing between the power and communication conduit stacks - 6 inches? -12 inches? Once I have the cross section, I can forward to JR Hayes for a price. Thanks, -Brian Brian H. Roberts, P.E. Street Systems Project Engineer City of Federal Way 33325 8th Avenue South PO Box 9718 Federal Way, WA 98063 -9718 (253) 835 -2723 (253) 835 -2709 (Fax) brian. roberts ©cityoffederalway.com From: Thwing, Bill - Quanta fmailto:bill.thwing@apse.coml Sent: Wednesday, September 29, 2010 3:19 PM To: Brian Roberts Subject: SR99 Phase 4 - Thermal Backfill Brian, There are 2 locations where we will need to use Fluidized Thermal Backfill: S 308th, Northeast Corner From the intersection of the trenches from the south and the west at approximately Sta 11 +25 Rt, east approximately 60 ft to SW01, and north approximately 60 ft to PV02. S 304th Intersection Crossing SR99 on the north side of S 304th from SW02 east approximately 165 ft to PVO4. Crossing S 304th on the east side of SR99 from the intersecton of the trench at approximately Sta 24 +15 Rt north approximately 55 ft to the intersection of the trench from the west at approximately Sta 24 +70 Rt PSE Suppliers: Supplier Mix Number Cadman PSE TF1 Corliss J52011 FTB Glacier 3535 Miles 11FTBS Stoneway 0305370 OR 300 PSE Thanks, Bill Thwing (253) 606 -7432 Greg Stidham From: Brian Roberts [ Brian .Roberts @cityoffederalway.com] lent: Tuesday, November 02, 2010 4:59 PM fo: Greg Stidham Cc: Marwan Salloum; 'James Posten'; Matt Kastberg Subject: Fluidized Thermal Backfill Mixes Greg, The mixes were at the bottom of the e-mail string, not in the attachment. Sorry for the confusion. here they are: Supplier Mix Number Cadman PSE TF1 Corliss J52011 FTB Glacier 3535 Miles 11 FTBS Stoneway 0305370 OR 300 PSE -Brian Brian H. Roberts, P.E. Street Systems Project Engineer City of Federal Way 33325 8th Avenue South PO Box 9718 Federal Way, WA 98063 -9718 (253) 835-2723 (253) 835 -2709 (Fax) Brian. roberts @cityoffederalway.com RETURN TO: h o,A � 1.., (d (fir 1 EXT: �)_`"l 4) G CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS / 4L I I � �� 4 -513- P ,n U � � 2. ORIGINATING STAFF PERSON: ) 0 EXT: 2 3 . DATE REQ. BY: 4 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION ❑ CONTRACT AMENDMENT (AG #): ) C /0 7 A ❑ INT OCAL ❑ OTHER C1 a,,, M. e -- 5. PROJECT NAME: A- C .,.,✓ / ti v C PA<I, j 6. NAME OF CONTRACTOR: � , E._ , del - j(c , k.... L'b a Y. �'t c 0 it -it `e' ADDRESS: 4 Z.2. i1 � O 5i _ Z3 / `'' , / c 4iey ,� 1 iv 1� j'�) 3 TELEPHONE: q/ ZS' - -3 2 722 E -MAIL: j G:�.,U IN .') k . y , c el-- FAX: it Lr- - 3 92- Y 9) 2 SIGNATURE NAME: 5 . ile- l 1 y TITLE: S/ti P.--o . / r • 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE # /9 -M &&'1 BL, EXP. 12 /31 /W // UBI # 19•4 ' e7 V 6 ,,EX / P. Y / 7 /(/ J / 8. TERM: COMMENCEMENT DATE: 1 S /at)/ 0 COMPLETION DATE: 4/J //- C e•"..i. e vi.,`l /..4 + v i ,) � C6 9. TOTAL COMPENSATION: $ irY �/) Pi /4i , S (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 [ENO IF YES, $ /Vt.' a ;XI :+1..--,k PAID BY: ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE To: 3 d , e'' 4 1't / (..} ! ,, -C15 lc/ 4 3S 10. DOCUMENT / CONTRACT REVIEW INITIAL / DATE REVIEWS INITIAL / DATE APPROVED tI PROJECT MANAGER ; Sv / S ;z. r�, Zll ❑ DIVISION MANAGER 2 1 0 54 DEPUTY DIRECTOR \9 4- ", Z '_:0 rA C DIRECTOR -fl . - 1 1 ❑ RISK MANAGEMENT (IF APPLICABLE) 2 ( LAW DEPT f � . 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING «..„,t6 r wz+t. S� T Tn VEND DATE SENT: DATE REC'D: 2 Ari/ / ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INITIAL / DATE SIGNED ❑ LAW DEPT / SIGNATORY ( ■ 0 - - .-- ..!L ' ! IRECTOR i`( Z/ I,S-( // 4 ii el,. CITY CLERK K it ASSIGNED AG # AG# I P (�:C �C SIGNED COPY RETURNED DATE SENT: \A \ i GINAU COMMENTS: EXECUTE " " ORIGINALS 11/9 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG10 -109 3 1 Q 4'01 PROJECT CHANGE ORDER EFFECTIVE DATE NUMBER NUMBER Pac Hwv South HOV Lanes Ph IV -S 312th Street to Dash Point Rd J.R. Hayes and Sons, Inc. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: 1. Disadvantaged Business Enterprise Condition of Award Participation(revision) The Prime Contractor, J.R. Hayes and Sons, has changed their subcontract with DBE Electric. DBE Electric is one of the Disadvantaged Business Enterprise subcontractors for the project, operating under NAICS code 238210 Traffic Signal Installation, Highway Street and Bridge Lighting, Communication Equipment Installation. The scope of work was revised by mutual agreement to make the overall joint utility trench work operations more efficient for both the Prime Contractor and the Subcontractor, DBE Electric. JR Hayes will install certain large utility vaults, and DBE Electric will install bedding sand (Item A160 Pitrun Sand) for the joint utility conduits within the joint utility trench. The net result is an increase of $20,416.50 to the Disadvantaged Business Enterprise Utilization Certification for the project. See attached Subcontractor Change Order for verification of this change. The associated bid item changes within their subcontract are as follows: Bid Item Breakdown Subcontract Subcontract Bid Quantity Change Item Description Unit Unit Price Change Amount A9 Mobilization LS $24,980.00 (1.00) $(24,980.00) A160 Pitrun Sand TN $ 10.00 6500.00 $ 65,000.00 A162 Provide and Install Vaults 4'x4'x4' EA $ 203.50 (7.00) $ (1,424.50) C2 Install Vault 30 "x30" EA $ 335.00 (10.00) $ (3,350.00) C3 Install Vault 253 TA EA $ 274.00 (6.00) $ (1,644.00) D6 Install Minipad Transformer Vault 36 "x42 "x38" MID 7663001 EA $ 167.00 (5.00) $ (835.00) D7 Install Minipad Transformer Vault 48 "x48 "x38" MID 763002 EA $ 195.00 (3.00) $ (585.00) D8 Install 3Phase Transformer Vault 4'8 "x4'8 "x38" MID 7663900 EA $ 278.00 (4.00) $ (1,112.00) D9 Install Pull Vault 5'11 "x11'4 "x5'0" MID 7906630 EA $ 263.00 (4.00) $ (1,052.00) D10 Install 575 Adj. Pull Vault 4'8 "x7'x5'8" MID 7663206 EA $ 124.00 (15.00) $ (1,860.00) D11 Install Switch Vault 511 "x11'4 "x8'2" MID 7906902 EA $ 548.00 (4.00) $ (2,192.00) E2 Install 467 Manhole _ EA $ 521.00 (2.00) $ (1,042.00) E3 Install S106 Manhole EA $ 618.00 (4.00) $ (2,472.00) E4 Install Handhole 264TA EA $ 185.00 (11.00) $ (2,035.00) Total Change $ 20,416.50 Change Order No. 3 1 of 2 Disadvantaged Business Enterprise Subcontractors Subcontractor Bid Document Contract Goal Contract Goal AFTER Estimated Final DBE (Condition of Change Order No. 3 Contract Amount Award) (this change order) DBE Electric $998,043.00 $998,043.00 $1,018,459.50 $1,018,459.50 Advanced Government $480,000.00 $480,000.00 $480,000.00 $480,000.00 Services Total DBE $1,478,043.00 $1,478,043.00 $1,498,459.50 $1,498,459.50 There is no net increase or decrease to the Prime Contract amount for this change. No additional compensation will be provided to J.R. Hayes & Sons, Inc. TOTAL NET CONTRACT INCREASE ZERO An independent cost analysis has been performed CI Yes 0 No The time provided for completion in the Contract is El Unchanged 0 Increased 0 Decreased by Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? 0 Yes ER No If "Yes" Will the Policies Be Extended? 0 Yes 0 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 construcdon, DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT $9,827,292.84 PREVIOUS CHANGE ORDERS $ 170,852.68 THIS CHANGE ORDER $ 0 NEW CONTRACT AMOUNT $9,998,145.52 /MI - CO • R A14 DATE CARY M. RO P.E. DATE DIRECTOR OF PARKS, PUBLIC ORKS, & EMERGENCY MANAGEMENT Change Order No. 3 2 of 2 RETURN TO: �/� �j ��� � ��� ���� EXT: � � � l� t�; � CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATINGDEPT/DIV: PUBLIC WORKS / S't i'E'�'�5 2. ORIGINATING STAFF PERSON: u f' lGl vl �C� �i t' i�S EXT: �� Z 3 3. DATE REQ. BY: 4. TYPE OF DOCUMENT �CHECK ONE�: ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ� ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT �E.G. BOND RELATED DOCUMENTS� ❑ ORDINANCE ❑ RESOLUTION �ONTRACT AMENDMENT �AG#�: �� ` I Q � ❑ INTERLOCAL ❑ OTHER 5. PROJECT NAME: I GtC t')_i C 6. NAME OF CONTRACTOR: ADD�ss c �L�( 3D 5 E-M�L: E� SIGNATURE NAME: o'T �� 7 8. 9. TELEPHONE: �/? �- ��t �- �7 � 2 FAY: �2.,- 3 �! z- �t�l'o 2 TITLE: Sr: PI'D i� l�u f• Sc� ��� t� I.�a i�[�S lI LiocS 5'� � EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL � OTHER REFERENCED EXHIBITS o PROOF OF AUTHORITY TO SIGN ❑ �REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS � CFW LICENSE # ��' ���,��`� �% BL, EXP. 12/31/ .��''�� l"'�UBI # �f ��'�� C� �G' ,��� 3�'� -2�' �l TERM: COMMENCEMENT DATFi: �+/ I�( �G' C71 (� ' CONIPLETION DATE: /�!�4 TOTAL COMPENSATION: $°T��I f �-) (� j r Fj � t� S�� (J`� ,k, . O�u �(� �� ��E 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, $ F 7 SS� �� PAID BY: ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO : � �� • ` `'r �{ OD " I S �''( ^ S �� S � - '- �c- � -� lO. DOCUMENT / CONTRACT REVIEW �PROJECT MANAGER � (� I��� �DEPUTY DIRECTOR � � � (y � �} j � �. � LAW DEPT ��� • � r�� `� �r w� `�-' � -_ ��� � A DD�/� VA T \.F e�,Tr �^_ �. COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING ` g i � -�� ^-+�-�^ �' .- .�.. ��r+-" _n nr�rnn �F Ct°it'!t'c( S i �IUATE .SENT: ❑ ATTACH: SIGNATUREAUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INITIAL/DATE SIGNED ��1� 1Ctl �/tq �l - -trz '��::-ni;Fr ''�'� �SIGNATOR�' ��y.} $` fl c r vL�'�p v-,; K ' � � CITY CLERK`•---� N � AssrGrrED AG # AG# 1 D° t Oq P� �SIGNED COPY RETURNED DATE SENT: I" l� " �� �RETURN ONE ORIGINAL COMMENTS: !l I TIAL/D 'CEAPPROVED ' � !3 r� COUNCIL APPROVAL DATE: DATE REC'D: 1 11/9 C:1Documents and Settings\brianhr\Local Settings\Temporery Internet FileslContent.0utlook\UO7KCQ36\PW Routing Form.doc CITY OF FEDERAL WAY • • • AG10-109 PROJECT NUMBER CONTRACT CHANGE ORDER AGREEMENT CHANGE ORDER NUMBER Pac Hwy South HOV Lanes Ph IV -S 312th Street to Dash Point Rd PROJECT TITLE SUMMARY OF PROPOSED CHANGES: � EFFECTlVE DATE J.R. Haxes and Sons, Inc. CONTRACTOR i. UNDERGROUND SERVICE CONNECTION FOR PARCEL 29 Install underground service connection in lieu of aerial connection for Parcel 29 (per attached drawings) called for in Bid Items #A175 - 30833 PHS Valet Cleaners U/G Service Conversion, #A176 - 30845 PHS Hair Shop NW U/G Service Conversion, and #A177 - 30835 PHS Novedades Durango U/G Service Conversion. A. Bid Item #A175 —'�30833 PHS Valet Cleaners U/G Service Conversion" per Lump Sum. The original amount for this bid item was $6,200.00. The revised amount for this bid item is $7,023.04. The net change amount for this bid item is an increase of $823.04. B. Bid Item #A176 —"30845 PHS Hair Shop NW U/G Service Conversion" per Lump Sum. The original amount for this bid item was $7,900.00. The revised amount for this bid item is $7,023.04. The net change amount for this bid item is an decrease of <$876.96> C. Bid Item #A177 —"30835 PHS Novedades Durango U/G Service Conversion" per Lump Sum. The original amount for this bid item was $8,600.00. The revised amount for this bid item is $7,023.04. The net change amount for this bid item is an increase of <$1,576.96>. The total change amount for this item is a DECREASE of $1,630.88 2. RESTRAINED 70INTS FOR LAKHAVEN UTILITY DISTRICT WATER MAINS Per Field Directive No. 5A, Install Mega Lug restrained joints per the attached redlined Water & Sewer Plan & Profile plan sheets: 95, 96, 97, 98, 99, and 100. The cost for providing and installing restrained joints within the area shown will be paid under a new bid item, Bid Item B33 °Restrained Joints" at a lump sum price of $17,488.04. The total change amount for this item is a INCREASE of $17,488.04 3. REPLACE HUB STYLE VALVE WITH GATE VALVE - FIELD DIRECTIVE 10 Per Field Directive No. 10, proceed to remove the ��hub" style, 12-inch gate valve on the north side of the cross at Sta 11+14 RT and replace with 12-inch gate valve (FL x MJ) for connection to the new 12-inch DI water main on the east side of PHS. Due to the revised location of CB 37, the horizontal bend shown on the plans will be shifted from the south to the north side of the CB 37. The new 12-inch gate valve will be paid under Bid Item B22. The installation of the valve will not increase the contract pay quantity for that item. Measurement and payment to remove the valve will be paid under Bid Item B5 Remove Existing AC Water Main, per linear feet. Increase the current bid item quantity of 3795 LF by 2 linear feet. The new estimated quantity for Bid Item B5 is 3,797 LF. The current unit price of $15.20 per LF is unchanged. The total change amount for this item is an increase of $30.40 Change Order No. 2 1 of 7 • 4. RIGHT OF WAY PLAN REVISIONS Per Field Directive No. 13, proceed with revisions to Right of Way Plan Sheets 28, 29, 30, 31 and 35. There is no cost associated with this change item. The total change amount for this item is ZERO 5. REVISE SECTION 8-32.3(1) Field Directive No. 15 clarified backfill requirements for the joint utility trench as specified in Section 8-32.3(1) (page 385-386) of the Special Provisions. The Engineer's intent is that suitable native material or gravel borrow incl. haul for trench backfill above the pipe zone shall be used. The exception to this is in areas where full depth pavement replacement is not occurring within the roadway area or where trenches cross the roadway, in which case Control Density Fill shall be used as trench backfill. Based on the Engineer's intent stated above Delete the last sentence of the second to last paragraph in Section 8-32.3(1) which states °Backfill above the pipe zone in full depth pavement reconstruction areas shall be Crushed Surfacing Base Course." Native backfill is incidental to the bid item #A46 "Structural Excavation Class B Including Haul for undergrounding Overhead Utilities". When native material is not suitable for trench backfill as determined by the Engineer, trench backfill will be gravel borrow paid by bid item #A40 ��Gravel Borrow for Trench Backfill" The total change amount for this item is ZERO 6. FHWA FORM 1273 AMENDMENT Per Field Directive No. 18, FHWA Form 1273 amendment dated March 26, 2009 is hereby added to the contract. • The total change amount for this item is ZERO 7. ADDITIONAL AC WATER MAIN REPLACEMENT ON S 304TH ST Per Field Directive No. 19, proceed with removal of additional 12 inch AC water main on 304�' Street, east and west of Pacific Highway South and repfacement with 12 inch DIP water main as shown on attached revised plan sheets 53 and 100. A. Existing bid item #A26 — Remove Cement Concrete Curb — per Linear feet. Increase the current bid item quantity by 5 linear feet. The new estimated quantity for Bid Item #A26 is 9,705 linear feet. No change in unit price of $5.50 per linear feet. The change amount for this bid item is $27.50 B. Existing bid item #A55 — HMA CI 1/2" PG 64-22, per ton. Increase the current bid item quantity by 5 tons. The new estimated quantity for Bid Item #A55 is 5,705 tons. No change in unit price of $74.50 per ton. The change amount for this bid item is $372.50 C. Existing bid item #Al26 —Cement Concrete Traffic Curb and Gutter — per Linear feet. Increase the current bid item quantity by 5 linear feet. The new estimated quantity for Bid Item #Al26 is 9,005 linear feet. No change in unit price of $8.70 per linear feet. The change amount for this bid item is $43.50 D. Existing bid item #B5 — Remove Existing AC Water Main— per Linear feet. Increase the current bid item quantity by 90 linear feet. The new estimated quantity for Bid Item #B5 is 4,065 linear feet. No change in unit price of $15.20 per linear feet. The change amount for this bid item is $1,368.00 E. Existing bid item #B10 —Structure Excavation Class B including Haul — per cubic yard. Increase the current bid item quantity by 80 cubic yards. The new estimated quantity for Bid • Item #B10 is 3,190 cubic yards. No change in unit price of $9.00 per linear feet. The change amount for this bid item is $720.00 Change Order No. 2 2 of 7 F. Existing bid item #B15 — Ductile Iron Water Main 12 Inch Diameter — per Linear feet. • Increase the current bid item quantity by 90 linear feet. The new estimated quantity for Bid Item #B15 is 3,680 linear feet. No change in unit price of $60.00 per linear feet. The change amount for this bid item is $5,400.00 G. Existing bid item #B17 — Connect to Existing Water Main 12 Inch Diameter — per each. Increase the current bid item quantity by 2 each. The new estimated quantity for Bid Item #B17 is 13 each. No change in unit price of $3,800 per each. The change amount for this bid item is $7,600.00 The total change amount for this item is an INCREASE of $15,531.50 8. BID ITEM A188 - Wall 15 Unsuitable Foundation Exc., Backfill, and Compaction After J.R. Hayes completed Wall 15 structure excavation to the lines shown in the plans, it was determined that portions of the subgrade were not firm and unyielding, as required by the SEW wall specifications. J.R. Hayes was directed to remove the unsuitable material. J.R. Hayes was not able to realize the efficiencies of the original wall excavation methodology. They were able to load spoils directly from an excavator stationed on a temporary bench into trucks for haul off site. Instead, J.R. Hayes had to haul spoils out of the pit with a loader to a stockpile, and then load onto trucks for haul off site. The lump sum price includes the additional effort for the double handling of the spoils, and double placement of the wall leveling pad. Payment for the work will be by lump sum under the new Bid Item #A188 Wall 15 Unsuitable Exc., Backfill and Compaction. The total change amount for this item is an INCREASE of $10,081.97 9. BID ITEM A189 - Subgrade Drain at Station 31+87 (RT) — Per Field Directive No. 12, the Contractor was directed to proceed with a 6 inch Diameter dewatering pipe at Station 31+87. • Payment for installing the right side of the subgrade drain will be by lump sum under the new Bid Item A189 Subgrade Drain at Station 31+87 (R�. The total change amount for this item is an INCREASE of $713.18 10.BID ITEM A190 - Daycare Steps - Per the contract plans, a chain link gate was to be provided in the back play area fence to access the Smart Start Daycare from a temporary parking lot during the regrading of the front parking lot. As a child safety measure, the location of the gate was moved so that the building could be accessed without entry into the play area. The new gate location required steps to traverse a short retaining wall. Payment for the work will be by lump sum under the new Bid Item A190 Daycare Steps. The total change amount for this item is an INCREASE of $1,863.84 11.BID ITEM A191- Welding ]-Box Lids Shut — Several existing interconnect J-Boxes were opened north of 18 Ave S for inspection. Per direction by the City, the Contractor was instructed to °tack" weld the lids shut after inspection. Payment for the work will be by force account in accordance with Section 1-09.6 under the new Bid Item A191 Welding J-Box Lids Shut. The total change amount for this item is an INCREASE of $279.12 12.BID ITEM A192 - Field Office Phone Service — Section 1-09.7(1) Field Office Building requires that the Contracting Agency pay for the field office phone service. Payment for the following item will be paid by force account in accordance with Section 1-09.6 under the new Bid Item A192 Field Office Phone Service. The total change amount for this item is an INCREASE of $2,400.00 • Change Order No. 2 3 of 7 13.BID ITEM B34 - Energy Dissipater at Wall 15 - Per directive by the City, the Contractor was • instructed to install an energy dissipater at the discharge point of Lakehaven Utility District's reservoir drain near the storm intake of Wall 15. Payment for the work will be by lump sum under the new Bid Item B34 Energy Dissipater at Wall 15. The total change amount for this item is an INCREASE of $3,284.15 14.BID ITEM B35 - Temporary AC Water Main Blow Off — The Contractor was directed to install a temporary by-pass line with a blow off valve in order to shut down an existing AC water main. Payment for the work will be by lump sum under the new Bid Item B35 Temporary AC Water Main Blow Off. The total change amount for this item is an INCREASE of $527.87 ��� r6+ 15.BID ITEM 636 - Remove AC Water Main Valve at S�394� StE: r�r the request of Lakehaven Utility District, the Contract i ected by the City to find and remove an existing valve on the AC water main located at� . Payment fo���� -�9rk will be by lump sum under the new Bid Item B36 Remove AC Water ain Valve at S��' The total change amount for this item is an INCREASE of $1,944.81 16.BID ITEM B37 — Remove Sign Base at Parcel 2— Per direction of the City, the Contractor was directed to remove an unknown existing abandoned concrete sign base at Parcel 2 to allow for installation of the fire hydrant required at the same location. Payment for the work will be by lump sum under the new Bid Item B37 Remove Sign Base at Parcel 2. The total change amount for this item is an INCREASE of $1,163.86 17.BID ITEM D13 — Remove Existing Power Pole — Per direction of the City, the Contractor • was directed to remove an existing abandoned power pole base at Station 28+86 that was cut off below grade. Payment for the work will be by lump sum under the new Bid Item D13 Remove Existing Power Pole. The total change amount for this item is an INCREASE of $205.91 18.BID ITEM E7 — Addition Conduits at Parcel 21— As requested by Qwest, and as directed by the City, the Contractor was directed to install an additional vault/pedestal and conduit at the Smart Start Day Care after the joint utility trench had been backfilled. Payment for the work will be by lump sum under the new Bid Item E7 Additional Vault and Conduits at Parcel 21. The total change amount for this item is an INCREASE of $642.26 19.BID ITEM E8 — Potholing to Locate Direct Bury Phone Cables — Per direction of the City, the Contractor was directed to pothole at Station 92+10 to 92+30 to locate existing direct bury phone cables in conflict with the new joint utility trench installation. Payment for the work will be by lump sum under the new Bid Item E8 Potholing to Locate Direct Bury Phone cables. The total change amount for this item is an INCREASE of $786.97 • Change Order No. 2 4 of 7 THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM CHANGE UNIT ADD OR NO. DESCRIPTION QUANTITY PRICE <DEDUCT> SCHEDULE A A26 Remove Cement Concrete Curb 5 LF $5.50 $27.50 A55 HMA CI 1/2" PG 64-22 5 TN $74.50 $372.50 Al26 Cement Concrete TrafFic Curb and Gutter 5 LF $8.70 $43.50 A175 30833 PHS Valet Cleaners U/G Service Conversion 1 LS $7,023.04 $823.04 A176 30845 PHS Hair Shop NW U/G Service Conversion 1 LS $7,023.04 <$876.96> A177 30835 PHS Novedades Durango U/G Service Conversion 1 LS $7,023.04 <$1,576.96> A188 (New Item) Wall 15 Unsuitable Foundation Exc., Backfill and Compaction 1 LS $10,081.97 $10,081.97 A189 (New Item) Subgrade Drain at Station 31+87 (RT) 1 LS $713.18 $713.18 A190 (New Item) Daycare Steps 1 LS $1,863.84 $1,863.84 A191 (New Item) Welding J-Box Lids Shut 1 EST $1.00 $279.32 A192 (New Item) Field Office Phone Service 1 EST $2,400.00 $2,400.00 SUBTOTAL SCHEDULE A $14,150.73 SCHEDULE B B5 Remove Existing AC Water Main 92 LF $15.20 $1,398.40 B10 Structure Excavation Class B including Haul 80 CY $9.00 $720.00 B15 Ductile Iron Water Main 12 Inch Diameter 90 LF $60.00 $5,400.00 B17 Connect tot Existing Water Main 12 Inch Diameter 2 EA $3,800.00 $7,600 B33 (New Item) Restrained Joints 1 LS $17,488.04 $17,488.04 B34 (New Item) Energy Dissipater at Wall 15 1 LS $3,284.15 $3,284.15 B35 (New Item) Temporary AC Water Main Blow Off 1 LS $527.87 $527.87 B36 (New Item) Remove AC Water Main Valve at S 304 St 1 LS $1,944.81 $1,944.81 637 (New Item� Remove Sign Base at Parcel 2 1 LS $1,166.86 $1,163.86 SUBTOTAL SCHEDULE B: $39,527.13 9.5% SALES TAX $3,755.08 TOTAL SCHEDULE B $43,282.21 SCHEDULE D D13 (New Item) Remove Existing Power Pole 1 LS �205.91 $205.91 SUBTOTAL SCHEDULE D: $205.91 SCHEDULE E E7 (New Item) Additional Vault and Conduits at Parcel 21 1 LS $624.26 $642.26 E8 LNew Item) Potholing to Locate Direct Bury Phone Cables 1 LS $786.97 $786.97 SUBTOTAL SCHEDULE E: $1,429.23 TOTAL NET CONTRACT INCREASE An independent cost analysis has been performed � Yes ❑ No $59,068.08 Change Order No. 2 5 of 7 The time provided for completion in the Contract is � Unchanged ❑ Increased ❑ Decreased by _ Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the • Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes � No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No � • Change Order No. 2 6 of 7 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 p/ans, and the specia/ provisions governing the types of construction. C� � DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT CARY M. ROE, P.E. DIRECTOR OF PARKS, Change Order No. 2 $9,827,292.84 $ 112,108.80 � 59,068.08 $9,998,469.72 7of7 �TUxrr To: j� ,��: �1,� L� �l-`���� ExT: .� -� ; �� CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATINGDEPT/DIV: PUBLICWORKS/ .�S�r'e�" 2. ORIGINATINGSTAFF PERSON: ��' �Qvi Ro �er �S EXT: Z 72 � 3. DATE REQ. BY: 4. TYPE OF DOCUMENT (CAECK ONE�: ❑ CONTRACTOR SELECTION DOCUMENT �E.G., RFB, RFP, RFQ� ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ Hi1MAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT �E.G. BOND RELATED DOCUMENTS� ❑ ORDINANCE ❑ RESOLUTION �CONTRACT AMENDMENT �AG#�: /O °'( C� � ❑ INTERLOCAL ❑ OTHER _ 5. PxoaECT NaME: C�a ���z' f-� � c� Sa f L.�. �t E' S f'G�asr�� 6. NAME OF ADDRESS: SIGNATURE NAME: sr 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION TELEPHONE: 2G(�a`-'-�Z 3�' (n6 u' FS FAX: �12 S- ti� � � TITLE: �Ot�ts"� tOe-� [�(q r INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # BL, EXP. 12/31/_ UBI # , EXP. / /_ 8. TERM: COMMENCEMENT DATE: � �� 2L� I C� COMPLETION DATE: N�� 'r �j�3�'���.(c� 9. TOTAL COMPENSATION: $�1 F5 2? Z� 2 S LI 'I" 1 l Z� iO � SS� �iNCLUDE EXPENSES AND SALES TAX, IF ANY� �IF CALCULATED ON HOU YRL�L.4BOR 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, $ SZ ���., PAID BY: �CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASECHARGETO: -�CXp' � ,�` I ��� S�"�S' �C� " 6 •�� 10. DOCUMENT / CONTRACT REVIEW PROJECT MANAGER ��� IC�.�-Iz��t l C' DEPUTY DI�cTOx „ {�,I' � 17 �DIRECTOR �� I L� I� � � (R,,,� �2��[ 11 . COUN ILAPPROVAL �IF APPLICABLE� �. � � �,. 1• '• � � �/��lJC.le1 ♦ !��lf� M' �,:'•��]� ��/:���_ ��lL. � `'� � % � COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING ( � S y ��. C'�r��.i.._..�at lr�wrn�n /!�'��wTTn A/'`T/lD 1Z�C�l � SENT. ❑ ATTACH: SIGNATUREAUTHORITY, INSiJRANCE CERTIFICATE, LICENSES, EXHIBITS I ����y���c � � SIGNATORY �CM ' R DIRECTOR� '�CITY CLERK � ASSIGNED AG # SIGNED COPY RETURNED �RETURN ONE ORIGINAL COMMENTS: INITIAL / DATE SIGNED .hn/� // ►S ,�Jhl ���" AG# ° DATE SENT: I I COUNCIL APPRO VAL DATE: DATE REC'D: C:1Documents and Settings\brianhr\Local Settings\Temporary Internet Files\Content.0utlook\U07KCQ36\PW Routing Form.doc CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG10-109 1 � ' �t �? PROJECT CHANGE ORDER EFF VE DATE NUMBER NUMBER Pac Hwy South HOV Lanes Ph N-S 312th Street to Dash Point Rd J.R. Hayes and Sons, Inc. PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: PAINT LINE QUANTITY ADJUSTMENT 1. A quantity error was identified for bid item #A150, Paint Line. The original estimated quantity of 2,500 linear feet is increased by 22,500 to a total revised quantity of 25,000 linear feet. A. Existing bid item A150, Paint Line — Increase the current bid item quantity of 2,500 LF by 22,500 linear feet. The new estimated quantity for Bid Item #A150 is 25,000 LF. The current unit price of $3.50 per LF is unchanged. The total change amount for this item is an INCREASE of $78,750.00 REVISION TO STORMWATER TREATMENT VAULT LIDS 2. (Per RFP No. 1) Revise the lid type for the two Stormwater Treatment Vaults from twin round locking lids to rectangular hinged-style lids as manufactured by Inwesco, Contech or approved equal. a. Bid Item #A88 - Drainage Structure #12 (Stormwater Treatment Vault A at Sta 13+25 adjacent to Fed Way High School, 8' x 12' nominal size) Reference plan sheets 20 and 74. b. Bid Item #A89 - Drainage Structure #1A (Stormwater Treatment Vault B at offsite area, 8' x 16' nominal size) Reference plan sheets 23 and 82. All lids shall meet the following specifications: a. Lid and frame materials shall be hot rolled steel with hot dip galvanized finish. b. Lid openings shall be sized to provide a 4' (nominal) minimum dimension unless a smaller size is approved by the designer or engineer. c. Lid surface shall be "Slipnot/Allgrip" style textured plate within pedestrian access areas and diamond pattern within roadways and parking areas. d. Frames shall be cast-in-place standard angle style frame with welded rebar; standard angle style frame with bolt-down holes; or standard angle style frame with overhang. Lids to be installed in pedestrian areas such as sidewalks shall have frame and lid types configured to minimize joints, gaps and ensure less than a 1/4" projection above the surrounding surface. e. Lids hinges shall be "1-time" 180 degree torsion assist type to reduce lifting weight only from 0-90 degrees. f. Traffic Load rating shall be as follows: g. HS-20 "Light -Incidental Traffic" for lids within areas not typically subject to vehicular tra�c such as landscaped areas and sidewalks. Change Order No.l 1 of 6 h. HS-20-44 "Full Vehicular Traffic" for lids within roadways and parking areas. i. Lid lift handles shall be provided. j. Lid latch shall be "Slamlock" type with standard hex lock bolt. A. New Bid Item A89a Revision to Stormwater Treatment Vault Lids — per 1 Lump Sum. The change amount for this bid item is $4,930.75 The total change amount for this item is an INCREASE of $4,930.75 BILLBOARD REMOVAL 3. (Per Field Directive No. 2) Bid items A32, A33, A34 and A35 are hereby renamed as follows: New Bid Item Name A32 - Remove Billboard, Permit #030250, Parcel 40 A33 - Remove Billboard, Permit #030251, Parcel 40 A34 - Remove Billboard, Permit #030271, Parcel 39 A35 - Remove Billboard, Permit #030291/030292, Parcel 17 A. Each bid item (A32, A33, A34, and A35) is 1 Lump Sum. There is no change in unit price or quantity. The total change amount for these items is $00.00 FILL DITCH AT FEDERAL WAY HIGH SCHOOL 4. The area between Sta 13+00 to 15+00 on sheet 5 shows temporary roadway widening immediately beside a roadside ditch without any provisions for filling the ditch or modifying the drainage. Per RFI No. 12 revised response (email from Brian Roberts dated July 28, 2010), clear and grub the ditch, fill the ditch with Gravel Borrow. Install a temporary Type 1 CB at each existing culvert end. In the area of pavement widening, match the existing shoulder pavement cross section: Crushed Surfacing Base Course(CSBC) to a maximum depth of 6 inches and a minimum depth of 4 inches, Temporary HMA to a maximum depth of 6 inches and a minimum depth of 4 inches. Compaction of fill, CSBC and pavement must meet contract standards for roadway prism A. Existing bid item #A22 - Clearing and Grubbing — Per lump sum. The area is within the bid item limits and is therefore already included in the lump sum price. No change in quantity or lump sum price. B. Existing bid item #A39 - Gravel Borrow , Incl. Haul — per ton. Increase the current bid item quantity by 635.13 tons. The new estimated quantity for Bid Item #A39 is 22,435.13 tons. No change in unit price of $13.00 per ton. The change amount for this bid item is $8,256.69 C. Existing bid item #A52 — Crushed Surfacing Base Course, per ton. Increase the current bid item quantity by 10 tons. The new estimated quantity for Bid Item #A52 is 16,410 tons. No change in unit price of $15.00 per ton. The change amount for this bid item is $150.00 D. Existing bid item #A54 — Temporary Pavement, per ton. Increase the current bid item quantity by 9 tons. The new estimated quantity for Bid Item #A54 is 1,009 tons. No change in unit price of $72.50 per ton. The change amount for this bid item is $652.50. E. Existing bid item #A75 - Catch Basin Type 1- per each. Increase the current bid item quantity by 2 each. The new estimated quantity for Bid Item #A75 is 64 each. No change in unit price of $1,600.000 per each. The change amount for this bid item is $3,200.00 Change Order No.l 2 of 6 The total change amount for this item is an INCREASE of $12,259.19 DRAINAGE FORCE MAIN 5. (Per Field Directive No. 1) Drainage force main was to be removed between station 71+70R and 72+50R that lies under landscaping along the south side of South 308 within the right-of-way. In lieu of removing the force main as shown on the plans, abandon it in place under the landscaped area and proceed with the connection to the storm system at CB 49 in South 308�' Street. A. Existing bid item #A30 Removal of Existing Storm Sewer Pipe — Per linear foot. Reduce the current bid item quantity by 80 linear feet. The new estimated quantity for bid item #A30 is 4,720 linear feet. No change in unit price of $6.00 per Linear foot. The total change amount for this item is an DECREASE of <$480.00> REVISIONS TO PARCEL 14 PARKING LOT 6. (Field Directive No. 4) Proceed with the revisions to plan sheets 41, 52, 110, 134, and 184 reflecting revisions to Parcel 14 parking lot. The overall paved area is approximately 365 SF smaller than the original contract A. For relocation of existing shed - Existing bid item #A31 Removal and Relocation of Existing Private Improvements — Est. (Force Account) . There is no net change for bid item #A31. B. Existing bid item #A52 Crushed Surfacing Base Course — Per Ton. Reduce the current bid item quantity by 9 Ton. The new estimated quantity for bid item #A52 is 16,401 Ton. No change in unit price of $15.00 per Ton. The change amount for this item is <$135.00> C. Existing bid item #A58 Commercial HMA— Per ton. Reduce the current bid item quantity by 5 Ton. The new estimated quantity for bid item #A58 is 1,595 Ton. No change in unit price of $92.50 per ton. The change amount for this item is <$462.50>. D. Existing bid item #A150 Paint Line — Per linear foot. Increase the current bid item quantity by 470 linear feet. The new estimated quantity for bid item #A150 is 25,470 linear feet (including quantity adjustment from Item 1 above). No change in unit price of $3.50 per linear foot. The change amount for this item is $1,645.00 The total change amount for this item is an INCREASE of $1,047.50 MANHOLE ADDITIONAL HEIGHT 7. (Per RFP No. 5) Add new standard Bid Item A78a "Manhole Additional Height 54 In. Diam. Type 2". Measurement will be per Section 7-05.4. Payment will be per Section 7-05.5 per Linear Foot. The estimated quantity for bid item #A78a is 20 linear feet. The unit price is $476.95 per linear foot. The total change amount for this item is an INCREASE of $9,539.00 LAKEHAVEN UTILITY DISTRICT METER SETTERS AND SPECIFICATION REVISIONS 8. (Per RFP No. 2) Perform the following: Change Order No.1 3 of 6 a. Install higher strength PE tubing for service lines and the connection back to the building supply lines. b. Deduct for installing meter box (w/ lid) to match new setter and existing meter ( w/ 2-in. service line and existing or e�ended building supply line ). The proposed modified contract provisions follow: Polyethylene Tubing (Lakehaven Special Provision 9-30.6(3)B. Revise to read: "Polyethylene (PE) tubing for water service and building suppty lines shall meet the requirements of AWWA C901-08 for tubing made from virgin materials having the standard code designation PE 4710, and intended for use in potable water service. Tubing shall conform to the OD dimensions of copper tube size (CTS), and shall be SDR 9, pressure Class 250, Driscoplex 5100 Ultra-Line, or Lakehaven-reviewed equal. PE tubing shall be protected in shipment and storage, and be stored outside of direct sunlight." General Water Note 11 (Plan Sheet 95). Revise to read: "Install a new 2" dia. building supply line as necessary to reconnect to the existing building supply, or utilize remaining portion of existing service line (if available and not in conflict) from the property owner side of the right-of-way line to the back of the new meter setter in the meter box to right-of-way. Install fittings/bushings and reducers...." General Water Note 10 (Plan Sheet 95). Revise to read: "All service connection lines are 2", and shall otherwise conform to Lakehaven Utility District Standard Plan B-19hg. Install meter setters to match existing meter sizes, and provide reducers in the meter boxes to match the 2" service line sizes. Instatl street ells, or street ell and swing joint at service connection as necessary for the service line to transition from the corporation stop to the fittings at the front of the new meter setter." The proposed modified contract provisions for Item b: A. Existing bid item #B27 5/8" Water Meter — Per each. Increase the current bid item quantity by 2 each. The new estimated quantity for bid item #B27 is 9 each. The unit price remains at $630.00 per each. The change amount for this bid item is $1,260.00 B. Existing bid item #B28 1" Water Meter — Per each. Increase the current bid item quantity by 1 each. The new estimated quantity for bid item #B28 is 5 each. The unit price remains at $1,060.00 per each. The change amount for this bid item is $1,060.00 C. Existing bid item #B29 1.5" Water Meter — Per each. Increase the current bid item quantity by 1 each. The new estimated quantity for bid item #B29 is 5 each. The unit price remains at $1,300.00 per each. The change amount fro this bid item is $1,300.00 D. Add new Bid Item #B32 °Revision to PE Tubing for 2" Service Connections and Revisions to Meter Box Sizes" per Lump Sum price of $1,916.40 The total change amount for this item is an INCREASE of $5,536.40 Change Order No.l 4 of 6 THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTiTIES INVOLVED IN THIS CHANGE ITEM CHANGE UNIT ADD OR NO. DESCRIPTION QUANTITY PRICE <DEDUCT> SCHEDULE A A30 Removal of Existing Storm Sewer Pipe <80 LF> $6.00 <$480.00> A32 Remove Billboard, Permit #030250, Parcel 40 No change No change $0.00 A33 Remove Billboard, Permit #030251, Parcel 40 No change No change $0.00 A34 Remove Billboard, Permit #030271, Parcel 39 No change No change $0.00 A35 Remove Billboard, Permit #030291/030292, Parcel 17 No change No change $0.00 A39 Gravel Borrow, Incl. Haul 635.13 TN $13.00 $8,256.69 A52 Crushed Surfacing Base Course 1 TN $15.00 $15.00 A54 Temporary Pavement 9 TN $72.50 $652.50 A58 Commercial HMA <5 TN> 92.50 <$462.50> A75 Catch Basin Type 1 2 EA $1,600.00 $3,200.00 A78a (New Item)Manhole Additional Height, 54" 20 LF $476.95 $9,539.00 A89a (New Item)Revised Stormwater Treatment Vault Lids 1 LS $4,930.75 $4,930.75 A150 Paint Line 22,970 LF $3.50 �80,395.00 SUBTOTAL SCHEDULE A $106,046.44 SCHEDULE B B27 5/8" Water Meter 2 EA $630.00 $1,260.00 B28 1" Water Meter 1 EA $1,060.00 $1,060.00 B29 1.5" Water Meter 1 EA $1,300.00 $1,300.00 B32 (New Item)Revision to PE Tubing for 2" Service 1 LS $1,916.40 $1,916.40 Connections and Revisions to Meter Box Sizes SUBTOTAL SCHEDULE B: $5,536.40 9.5% SALES TAX $525.96 TOTAL SCHEDULE B $6,062.36 TOTAL NET CONTRACT INCREASE $112,108.80 An independent cost analysis has been performed � Yes ❑ No The time provided for completion in the Contract is � Unchanged ❑ Increased ❑ Decreased by _ Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes � No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the unde�standing that all materials, workmanship and measurements shall be in accordance with the pro�isions of the standard specifications, the contract p/ans, and the special prouisions governing the types of construction. Change Order No.l 5 of 6 DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT � � �� � .� CARY M. ROE, P.E. � DIRECTOR OF PARKS, PUBLIC WORKS, & EMERGENCY MANAGEMENT BRIAN J CITY M� POLICE CHIEF $9,827,292.84 $ 0 $ 112,108.80 $9,939,401.64 lD � l� DATE // ! z. jd DATE vJ DATE Change Order No.i 6 of 6 RETURN TO: CITY OF �'EDERAL" WAY LAW DEPARTMENT FOR CONTRACT PREPARATION/DOCUMENT REYIEW/SIGNATURE ROUTING SLIP l. ORIGINATING DEPT./DIV: k��-? � S� f ez� 2. ORIGINATING STAFF PERSON: ,c� r t ct �.� ����('�`j EXT: �'7 �� 3. DATE REQ. BY: 4. TYPE OF DOCUMENT REQUESTED (CHECK ONE) ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAiNTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG a REAL ESTAT'E DOCUMENT ❑ SECURITY DOCUMENT (� c. aorroxELnre� noctn�NTS� ❑ ORDINANCE � RESOLUTION ❑ CONTRACT AMENDMENT (AG#): �OTHER R F � �� C�� - I (2S 5. PROJECT NAME= cx c i�"i c S�� u{-I � 3 i 2+1 � 6. NAME OF CONTRA TOR: J• k� 1' ) ADDRESS: ����C S� -�3 j -`- SIGNATURE NAME: 1Z��1 '� �� C� i.> Lu � e vi .�� at_ �S���ti�� ;_� Y l C _ ' 7'�� ��lll��c- ��<�tl-�',:i: uL� `�8�-�� TELEPHONE 11��� - �l c Iz`,5 � TITLE �� �,S�c 7. EXHIBITS AND ATTACHMENTS: � SCOPF °l�RK OR SERV[CES ,� COMPENSAT[ON C�NSURANCE REQUI�EMENTS/CERTIFICATE �ALL y�s. 5e�, ylDt r iav.: OTHER REFERENCED EXHIBITS ❑ P"'jG. JF AUTHORITY TO SIGN � REQUIRED LlCENSES ❑ PRIOR �ONTRACT/AMENDMENTS BL�# 20- tO�io25�-ID . � 1�11} -f- ; 8. TERM: COMMENCEMENT DATE: _ � COMPLETION DATE: ��� lti'�1 � I�l �" l�'f (��� � �_ TOTAL COMPENSATION $ �% ���'� li '��/ y � '�� (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHA1 -ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: O�s L]�o tF �S, Mwx[MU1�t Do[.i.ax AtvtourrT: $ IS SALES TAX OWED ❑ YE: O NO IF YES, $ PAID BY: � CONTRACTOR ❑ CTTY �l PURCHASING: PLEASE CHARGE TO: �C�I--�� �?C? , ���J-� Jlf � ��' --f �> tj/ � 10. COIYTRACT REVIEW 'PROJECT MANAGER D�l�� DiRE.t;TL>�. �i rZEC; i G>(� � RISK MANAGEMENT ([F arPL[casl,�) �LAW IN IAL/ A E REVIEWED / (7 �� — � - � - � — ii /; � ���_ . �� �j� G�S-�� ��� -�-. l l. CONTRACT SIGNATURE ROUTIIVG j `�'�� ����� �� � y�SENTTO VENDOR/CONTRACTOR DATE SENT: (/`'�._�j��4 l t? ATTACH: SIGNATUREAUTHORITY, INSURANCEC�RTIFICATE, LICE S£S, EXHIBITS ./ INITIAL / DATE APPROVED e�..����c��: l�1 i.�f.�c�c� DATE REC'D: (,E � �'2 d v INITIALI DATE SIGNED �'�17- �G ��Z��l�"t�(.� A ►�-t��'�e.�1`t'r j�,Y (� � LAw ���Ax�MErr�r G - !'�'- O . d � c�� �.e�zc� �� ne�� ij � , - tzJ � . �`�� SIGNATOR CM, CM OR DIRECTOR /.v�f (� I� /� �t�� � � � ^� o� '- GUG21 t`t12.(� f0�' -�-(�n1 • CCL��i.1�Y+ � CITY CLERK ;/Y) �; [p � �� � � ' ASSIGNEDAG# AG# �Q� �Q� �-- �u'��-- f1�/-�7!('�t �t'ffciC�lLC'�E' , L�SIGNED COPY RETURNED DATE SENT: �'i I�° I� KC�'•d, Cc�i�c� 10 (3i ��('� 1�1J �.ZS�c� .� �7���'"l-�{-�:5� l�.�l,t r `�'1 � C�Y 1 �►iy�:S :OMMENT : i �ta' , S:c�d��� seG-t�nc-� 1�� DtsPt��eS,Clci�wrs �•��1 ,�nvc ,� -�p -f"�t f' C'-C�n � tee� _. e �e l if ! r �C.�2. Original Contract #1 CITY OF �� Federal Wa Y BID AND CONTRACT DOCUMENTS AND SPECl/�lCA TIONS FOR Pacific Highway South HOV Lanes Phase IV South 312th Street to Dash Point Road STPU L 1013(004) RFB # ZO-103 City of Federa/ Way Pub/ic Works Department 33325 Eighth A venue South Federa/ Way, WA 98003 Mai/ing Address: City of Federa/ Way Pub/ic Works Department PO Box 9718 Federa/ Way, WA 98063-97Z8 Apri/ 2010 Vo/ume 1 of 2 ' Pacific Highway South HOV Lanes Phase IV ' South 312 Street to Dash Point Road STPUL 1013(004) RFB 10-103 ' Addendum No. 1 May 6, 2010 ' ' ' ' ATTENTION: All Bidders and Planholders You are hereby notified that in Addendum No. 1, the Bid and Contract Documents are amended as follows: A. PUBLIC WORKS CONTRACT (Attachment .n 9. INSURANCE DELETE subsection 9.1(2) and REPLACE with the following: (2) A policy of Commercial General Liability Insurance, including: Per project aggregate ' Premises/Operations Liability Products/Completed Operations — for a period of one year following final acceptance of the work. ' Personal/Advertising Injury Contractual Liability Independent Contractors Liability Stop Gap / Employers ' Liability ' Explosion, Collapse, or Underground Property Damage (XCU) Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) ' Such policy must provide the following minimum limits: $S, 000, 000 Each Occurrence $S, 000, 000 General Aggregate ' $S, 000, 000 Products & Completed Operations Aggregate $1, 000, 000 Personal & Advertising Injury, each of�ence $50, 000 Fire Damage ' Stop Gap / Employers ' Liability $S, 000, 000 $1, 000, 000 $I, 000, 000 � Each Accident Disease - Policy Limit Disease - Each Employee DELETE subsection 9.1(3) and REPLACE with the following: � (3) Automobile Liability for owned, non-owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such policy(ies) must provide the following mirrimum limit: ' $2, 000, 000 combined single limit � 1 of 12 City of Federal Way Addendum No. I PHS Phase TV HOV Lanes May 6, 2010 � r � ' B. BID SCHEDULE REPLACE Attachment "C" Bid Schedule (pages 25-37), with the attached revised Bid Schedule The bid schedule was revised to reflect the following: • Bid item numbering was revised for all schedules. • A new Bid Item A4 has been added to Schedule A, "Health and Safety Plan" • Unit of ineasurement for item AS changed to `EST'. • Bid Item 182 "Adjust Sewer Manhole" was deleted and replaced with items A 182 and A 183. • A new Bid Item A182 has been added to Schedule A, "Adjust Existing Sewer Manhole to Grade, Existing Cone". • A new Bid Item A183 has been added to Schedule A, "Adjust Existing Sewer Manhole to Grade, New Cone". • Quantity was revised on Bid Item A184. • A new Bid Item A185 has been added to Schedule A, "Adjust FDC". • Bid Item 195 "Adjust Existing Sewer Manhole to Grade" was deleted and replaced with items B 11 and B 12. • Bid Item 197 "Ductile Iron Pipe for Water Main 4 in. Diam." was deleted. This work is incidental to "Relocate SDCVA" per this addendum no. 1. • Bid Item 198 "Ductile Iron Pipe for Hydrant 6 in. Diam." was deleted. This work is incidental to hydrant assemblies per Section 7-14.5 of the Lakehaven Supplemental Special Provisions. • Bid Item 206 "Gate Valve, 4 inch" was deleted. This work is incidental to "Relocate SDCVA" per this addendum no. 1. • Bid Item 207 "Gate Valve for Hydrant, 6 inch" was deleted. This work is incidental to hydrant assemblies per Section 7-14_5 of the Lakehaven Supplemental Speciat Provisions. • A new Bid Item B11 has been added to Schedule A, "Adjust Existing Sewer Manhole to Grade, Existing Cone". • A new Bid ltem B12 has been added to Schedule A, "Adjust Existing Sewer Manhole to Grade, New Cone". • Unit of ineasurement for item B20 changed to `LS'. • A new Bid Item B23 has been added to Schedule B, "Adjust Water Valve Box". � Quantities for items B24 and B25 were revised. C. SPECIAL PROVISIONS 1. Section 1-07.4(2) — Health Hazards, page 214 — DELETE this Section and REPLACE with the following: 1-07.4(2) Health Hazards Section I-07.4(2) is revised to read: This project site is known to be occupied by transients and therefore contains biological hazards and associated physical hazards. These may include, but not be limited to violent and dangerous individuals, hypodermic needles, garbage, broken glass, human and animal excrement, drugparaphernalia, and other hazards. The Contractor shall take precautions and perform any necessary Work required to provide and maintain a safe and healthful jobsite for all workers and the public for the duration of the project in accordance with all applicable laws and contract requiremenis. City of Federal Way PHS Phase IV HOV Lanes 2of12 ' � ' ' ' ' ' ' � CJ ' ' u � ' Addendum No. 1 � May 6, 2010 � ' ' � � ' 1 i ' L__J ' ' C' C' , ' � The Contractor shall ensure that the public, including persons who may be non-English speaking or those who may not be able to recognize potential safety and health hazards within the project area, are not harmed by the Contractors activities. Nothing reguired by this Specification shall operate as a waiver of the Contractor's responsibility for taking all steps necessary to ensure the safety of the public under Section 1-07.23 or responsibility for liability and damages under Section 1-07.14 or for any other responsibility under the Contract or as may be reguired by law. Health and Safety Plan The Contractor shall prepare a written Health and Safety Plan. The pdan shall be prepared under the supervision of a certified industrial hygienist and shall incorporate all required County, State, and Federal health and safety provisions. The plan shall include requirements of the Federal Occupational Safety and Health Act of 1970 (OSHA), all amendments, and all other applicable health regulations. Preparation of the Health and Safety Plan shall include an initial site assessment by the industrial hygienist. The plan shall break initial cleanup of the project into identifiable construction areas. The plan shall be submitted to the Project Engineer prior to commencing cleanup Work. At least one copy of the plan shall be posted at the work site while cleanup Work is in progress. The industrial hygienist shall perform one or more follow-up site assessments as needed to approve the site following completion of the initial site cleanup. Public Notification At least 72 hours prior to performing site cleanup in Work areas containing encampments (such as tents, makeshift dwellings, sleeping sites, or accumulations ofpersonal property that are not refuse), the Contractor shall post a notification at each encampment area. Each notice shall: 1. Be weather resistant, and written in both English and Spanish. 2. Be affixed to each dwelling or post mounted within 10 feet of each encampment; 3. State the Prime Contractor's company name as the entity that performed the cleanup as reguired by the Washington State Department of Transportation; 4. Provide the date that the notice is posted,� S. Provide date(s) and time(s) ihat cleanup will occur; 6. Provide the telephone number, business hours and physical address of the location where stored personal property may be claimed. 7. State that personal property will be stored for 70-days from the date of removal, and if unclaimed within that time, will be disposed of. At the same time that notif:cations are posted at encampment areas, provide written � notification of the schedule to perform site cleanup to the Project Engineer. ' 3of12 City of Federal Way Addendum No. 1 PHS Phase IV HOV Lanes May 6, 2010 , ' , Acceptance of notifications will be based on visual inspection that the notifcations meet these requirements. Site Cleanup of Biological and Physical Hazards An initial cleanup of the site, including all preparatory work required to make the worksite sanitary and safe in accordance with applicable laws and with the Contract, shall be completed to remove all individuals, encampments, and personal property from areas signed with public notifrcation, and to address all biological and associated physical hazards present on the project. Necessary worker training, on and of� site preparations, and personal protective equipment shall be provided by the Contractor to complete this Work. If aggressive or violent individuals are encountered, the Contractor shall notify the local law enforcement agency to assist them in clearing the Work area. Site cleanup of individual areas identified in the Health and Safety Plan shall be performed no more than 30 days in advance of performing other Work in each area. The refuse generated by the site clea»up shall become the property of the Contractor and shall be removed from the project. Personal property shall be handled as required by this Specification and applicable laws. Removal, Storage and Return of Personal Property Personal property may include radios, audio and video eguipment, sleeping bags, tents, stoves and cooking utensils, lanterns, flashlights, bed rolls, tarps, foam, canvas, mats, blankets, pillows, medication, personal papers, photographs, books and other reading materials, luggage, backpacks or other storage containers, clothing, towels, shoes, toiletries and cosmetics, clocks and watches, and eye glasses. Personal properry does not include building materials such as wood products, metal, or rigid plastic. Personal property items that are not refuse, contaminated, illegal or hazardous shall be removed from the Work area and stored at a location near the project site for return to the property owner. Items shall be placed in large transparent plastic bags and stored in a manrrer that protects them from adverse weather and theft. Reasonable efforts shall be made to place all items from each encampment into a separate bag. Each bag shall be labeled with an inventory to include a brief description of the contents, a description of the location that it was removed from, and the date that it was removed from the Work area. The Contractor shall not open closed items of personal property unless, in its deterntination, it is necessary to do so to protect public safety. The Contractor shall retain the properry for 70-days. If the name and contact information of the owner of a personal property item is identified on that item, then for a period of not less than 1 D-days after removing the property from the Work area, the Contractor shall attempt to notify the apparent owner of the property and make arrangements for the owner to claim the property. The Contractor shall release the property to any individual who claims ownership provided they are able to establish ownership by identifying the property and its approximate location. The Contractor shall maintain a record of all properry that is claimed The record shall include a description of the property, the date claimed, and the name of the claimant. City ofFederal Way PHS Phase IV HOV Lanes 4of12 � 1 C' , � ' � � � I „ �� ' , I � Addendum No. I , May 6, 2010 lJ ' ' � ' If personal property is not claimed within 70-days of removal from the encampment, then the property shall become the property of the Contractor and shall be removed from the project. Site Preservation The Contractor shall preserve the site after initial cleanup of biological and physical hazards. ' On a daily basis and prior to performing any Work in areas where pedestrians or encampments may be present, the Contractor shall ver� that the Work area is cleared of all persons not associated with the project. Individuals may seek shelter in dumpsters, , equipment, under blankets, or other places hidden from view Individuals may be disabled, or under the influence of alcohol or drugs and it should not be assumed that loud construction noise will wake them. ' I� '� � � , � S L' , , If the worksite becomes unsanitary or unsafe due to new encampments or new biological and associated physical hazards after initial cleanup is completed, then the Contractor shall perform additional site assessment, additional notification and additional cleanup. The Project Engineer may authorize additional site preservation measures. The nature and frequency of these measures will be as agreed to by the Project Engineer. Additional site preservation measures may include the use of fencing, Iighting, or securit}; provided it is approved in advance by the Project Engineer. Work performed without Project Errgineer authorization will not be eligible for payment. Measurement No specific unit of ineasurement shall apply to the Lump sum item for "Health and Safety Plan ". Payment Payment will be made in accordance with Section 1-04.1, for the following bid items: "Health and Safety Plan ", lump sum. The lump sum unit contract price for "Health and Safety Plan " shall be full payment for all Work associated with the preparation and implementation of the Health and Safety Plan including the initial and follow up assessment(s) for initial site cleanup, worker training and personal protective equipment, and providing required notifrcations. "FA-Site Cleanup of Bio. And Physical Hazards ", by force account as provided irr Section 1-09.6. Removal and disposal of biological and physical hazards; removal of individuals and encampments; removal, storage, and return of personal property; disposal of unclaimed personal property,- additional site assessment, notifications, worker training and personal protective equipment required after the initial site cleanup is completed,� and site preservation Work authorized by the Project Engineer will be paid for by force account in accordance with Section 1-09.6. ' City of Federal Way PHS Phase IV HOV Lanes Sof12 Addendum No. 1 May 6, 2010 , � ' For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for the item "FA-Site Cleanup of Bio. And Physical Hazards " in the bid proposal to become a part of the total bid by the Contractor. 2. Section 5-04.3(3)A - Material Transfer DeviceNehicte, page 292 - DELETE the first paragraph of this Section. 3. Section 6-13 — Structural Earth Walls, pages 299 through 307 — ADD the following to this section: 6-13.2 Materials Section 6-13.2 is supplemented with the following: (January 4, 2010 WSDOT GSP) 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 conform to Section 9-03.12(4). 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 T and T v<< as listed in the QP� 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 ASTMD 6637, for multi-rib specimens. The ultraviolet (UY) radiation stability, in accordance with ASTM D 4355, shall be a minimum of 70 perce»t strength retained after 500 hours in the weatherometer. 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 properties, the roll or rolls which were samples 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 E»gineer for sampling and retesting. If the retestirrg 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. City of Federal Way PHS Phase IV HOV Lanes 6of12 � ' ' ' � CJ �� ' L� �� � � lJ n I �� i� ' Addendum No. 1 ' May 6, 2010 ' ' , ' t � ' ' ' ' , ' , ' ' , j � All geogrid materials which have defects, deterioration, or damage, as determined by the Engineer, will be rejected. All rejected geogrid materials shail be replaced at no expense to the Contracting Agency. Except as otherwise noted, geogrid identifrcation, 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 20 �' and greater than 122 �' 6-I3.3 Construction Requirements (January 4, 2010 WSDOT GSP) Section 6-13.3 is supplemented with the following: Allan Block Wall Allan Block Wall is a registered trademark of the Allan Block Corporation Allan Block Corporatiorr 5300 Edina Industrial Blvd. Suite 100 Edina, MN 55439 (800) 899-5309 (FAX (952) 835-0013 6-13.3(2) Submittals (January 4, 2010 WSDOT GSP) Section 6-13.3(2) is supplemented with the followirrg: For construction of Allan Block Walls, the Contractor shall submit working drawings with supporting design calculations in accordance with Section 6-01.9, and conforming to the following design specifications: I_ AASHTO LRFD Bridge Design Spec�cations, current edition and latest interims. 2. WSDOT Bridge Design Manual LRFD, current edition. 3. WSDOT Geotechnical Desigrr Manual, current edition. The submittal shall identify the geosynthetic reinforcement product, selected from lhose listed in Appendir p of the current WSDOT QPL and conforming to Section 6.-13.2 as supplemented in these Special Provisions, for use as geosynthetic reinforcement for the wall. 4. Section 7-08.3(3) — Backf'illing, Page 322 — ADD the following paragraph to this Section: For Jrenches crossing pavement with existing cement concrete pavement underlaymeni, ' backfill with CDF from the top of pipe zone bedding up to the roadway HMA subgrade elevation. ' 7of12 City of Federal Way Addendum No. 1 PHS Phase IV HOV Lanes May 6, 2010 t � ' 5. Section 8-35.3(3) — Raise Manhole, Page 391 — DELETE this Section entirely. Refer to Lakehaven Supplemental Special Provisions Section 7-05.3(1)B for Contract requirements. 6. Section 8-35.5 — Payment, Page 392 — ADD the following to this Section: "Adjust FDC' per lump sum. The lump sum Contract Price for "Adjusl FDC" shall be full pay for furnishing labor, material, and equipment necessary for adjustment of the existing fire department connection (FDC) to finished grade and provide connection to the relocated SDCVA ut the location indicated on the Plans to provide a complete installation in full working order, tested and disinfected. � LAKEHAVEN SPECIAL PROVI5IONS 1. Section 7-09.3(10) — Backtilling Trenches, page 7-09-13 — DELETE the fourth paragraph and REPLACE with the following: For trenches crossing pavement with existing cement concrete pavement underlayment, bac�ll with CDF from the top of pipe zone bedding up to the roadway HMA subgrade elevation. E. LAKEHAVEN SUPPLEMENTAL SPECIAL PROVISIONS 1. Section 7-05.1 — Description, Page SSP-10 — ADD the following to this section: This section describes the reguirements for adjusting Lakehaven Utility District manholes to finished grade. Construction requirements for raising and adjusting manholes at each location shown on the Plans are tabulated below. The requirements tabulated supersede any conflicti»g requirements indicated on the plan and profile construction notes included in the Contract Plans. Payment will be made under the bid schedule and bid items indicated. Approx. STA MH No. Ad�ust. Construction Re uirements Rin and Cover BID ITEM A182 - ADJUST EXISTING SEWER MANHOLE TO GRADE, EXISTING CONE Remove existing risers, rotate cone east, replace Provided by ladder and steps east, install new risers, replace LUD, salvage 6+73 steps as required, and set ring and cover to existing to LUD RT 145-D14 .8' match finished ade. non-skid Provided by Remove existing ring and cover and install new LUD, saIvage 14+05 risers, steps as required, and set ring and cover existing to LUD RT 145-D17 .3' to match finished ade. non-skid Provided by Remove existing ring and cover and install new LUD, saIvage I 8+63 risers, steps as required, and set ring and cover existing to LUD RT 146-D19 .85' to match finished ade. non-skid Provided by Remove existing ring and cover and install new LUD, salvage 23+45 risers, steps as required, and set ring and cover existing to LUD RT 146-D21 .25' to match finished ade. non-skid Remove existing ring and cover and install new 39+57 risers, steps as required, and set ring and cover RT 127-35-6 .2' to match finished ade. Re-use existin City of Federal Way PHS Phase IV HOV Lanes 8of12 , ' � , ' , ' ' ' ' ' ' ' ' ' Addendum No. I ' May 6, 2010 C � ' � L_J I '� ' �I u ' � ' , , , ' � ' , ' Approx. Adjust- Construction STA MH No. ment Re uirements Rin and Cover BID ITEM A183 - ADNST EXISTING SEWER MANHOLE TO GRADE, A1EW CONE Remove existing cone and risers, install new 1'- 48" section and cone rotated east, replace ladder Provided by and steps, install steps where needed, set new LUD, salvage 8+70 risers and ring and cover to match finished existing to LUD RT 145-DIS .7' ade. non-skid Remove existing cone and risers, install new 2'- 48" section and cone rotated east, replace ladder Provided by and steps, install steps where needed, set new LUD, salvage 9+56 1345- risers and ring and cover to match finished existing to LUD RT MHI 13' e. non-skid Remove existing cone and risers, install new 2'- Provided by 48" section and cone, install steps where LUD, salvage 16+52 needed, set new risers and frame and cover to existing to LUD RT 145-D18 .9' match finisNed de. non-skid Remove existing cone and risers, install new 1'- 48" section and cone rotated west, replace Provided by ladder and steps, install steps where needed, set LUD, salvage 39+92 new risers and ring and cover to match finished existing to LUD LT 619-35-1 IJ' ade. non-skid BID ITEM A184 — RAISE MANHOLE Remove existing cone and risers, install new 3'- Provided by 48" section and cone, install steps where LUD, salvage 21+14 needed, set new risers and frame and cover to existing to LUD RT t46-D20 4' match finished ade. non-skid Remove existing cone and risers, install tota( of Provided by 11 vertical feet-48" sections and cone, replace LUD, salvage 35+78 556- and install steps where needed, set new risers existing to LUD RT MH2O 12' and frame and cover to match finished ade. (non-skid BID ITEM B21 - ADJUST EXISTING SEWER MANHOLE TO GRADE, EXISTING CONE Remove existing risers, rotate cone and replace Provided by ladder and steps east, install new risers, install LUD, salvage 31+94 steps as required, and set ring and cover to existing to LUD LT 619-35-3 .46' match finished ade. water-ti t Remove existing risers, rotate cone and replace Provided by ladder and steps east, instal( new risers, install LUD, salvage 35+91 steps as required, and set ring and cover to existing to LUD LT 619-35-2 .I 1' match finished ade. water-ti ht Provided by Remove existing ring and cover and 2" riser, LUD, salvage 39+33 556- and install new risers, steps as required, and set existing to LUD RT MI-I I 8 .45' rin and cover to match finished ade. water ti t BID ITEM B12 - ADJUST EXISTING SEWER MANHOLE TO GRADE, NEW CONE Remove existing cone and risers, install new I'- 48" section and cone, install steps where 4+34 needed, set new risers and existing frame and RT 145-D13 .1' cover to match finished ade. Re-use existin Remove existing cone and risers, install new 2'- 48" section and cone, install steps where I 1+01 needed, set new risers and existing frame and RT 145-Di6 3' cover to match finished ade. Re-use existin / City of Federal Way PHS Phase IV HOV Lanes 9of12 Addendum No. 1 May 6, 2010 � J BID ITEM B13 — RAISE MANHOLE Remove existing cone and risers, replace and rotate ladder and steps to west, install total of 5 Provided by vertical feet-48" sections and cone, install short LUD, salvage 37+43 556- steps where needed, set new risers and frame existing to LUD RT MH 19 5' and cover to match fmished ade. water-ti t 2. Section ?-05.3(1)A - Adjust Existing Sewer Manhole to Grade, page SSP-10 a. REVISE the title of this Section to: 7-05.3(1)A — Adjust Existing Sewer Manho[e to Grade, F�risting Cone b. DELETE the first sentence of the first paragraph and REPLACE with the following Where the cone is identified to be rotated, rotation shall be performed prior to final paving or grading. Final adjustment of the ring and cover shall occur after final grading has been established or the asphalt concrete paving operations are complete. c. REVISE the fourth sentence in the second paragraph to read: `The valve box manhole frame shall be reset... '. 3. Section 7-05.3(1)B - Raise Manhole, page SSP-I1 - DELETE items B, C and E and REPLACE with the following: B: Where indicated on the table in Section 7-OS.1, furnish and install new manhole barrel section(s) and cone on existing manhole barrel. Where key sections of new and existing manholes are not compatible, cut key off bottom of new section and provide a 12 " by 12 "cast in place class 3000 concrete collar around manhole perimeter centered on joint. Grout all joints inside, outside, and in between to achieve a watertight construction. Finish smooth the inside of structure. Use non-shrink grout only. C. Rotating cone to provide cover orientation shown on the Plans. Where new barrel section is required to meet the requirements of item B of this Section, existing cone section shall be disposed of by the contractor and replaced with a new cone section to ensure only one incompatible joint. E. Removal of old steps and ladder. Existing ladders, ladder rungs, and exposed anchor bolts and appurterrances shall be completely removed, and disposed at an authorized off-site location. Ladder rungs and anchor bolts shall be removed a minimum of one-hal, f inch below the interior surface of the manhole wall. Ezposed surfaces of the remaining portion(s) of ladder rungs and anchor bolts, except non-metallic, aluminum or stainless steel surfaces, shall be cleaned to remove any scale, dirt, grease, oil, or other foreign matter, and ihen treated with a primer layer and one additional application of organic zinc paint in accordarrce with the manufacturer's recommendation, as reviewed by the Engineer. After curing the paint, the remaining void in the concrete shall be filled completely win non-shrink grout to create a new surface flush with and matching the interior wall. 10 of 12 CityofFederal Way PHS Phase 1V HOV Lanes Addendum No. I May 6, 2010 � � � �� ' 11 u � ' L ' ' ' � ' ' , ' ' � ' ' ' 4. ADD the following new section: 7-05.3(1)C—Adjust F.acisting SewerManhole to Grade, New Cone ' Replacement of the cone and installation of 48-inch risers, is required prior to fznal adjustment where adjustment of the rim will result in excessive riser height above the cone. Rotation of the cone, ladder, and steps is also required where indicated. Locations ' and a description of work to be performed are indicated in the tabulation included in Section 7-05.1 of this Addendum. Construction requdrements shall be per Section 7- 05.3(1)B Raise Manhole. , ' 5. Section 7-05.4 — Measurement, page SSP-13 — DELETE the first paragraph and REPLACE with the following: _ "Adjust Existing Sewer Manhole to Grade, Existing Cone ", per each. "Adjust Existing Sewer Manhole to Grade, New Cone ", per each. ' , ��' � ' ' 6. Section 7-05.5 — Payment, page SSP-13 — DELETE the second, third, and fourth paragraphs and REPACE with the following: "Adjust Existing Sewer Manhole to Grade, Existing Cone ", per each. "Adjust Existing Sewer Manhole to Grade, New Cone ", per each. "Adjust Existing Sewer Manhole to Grade, ' shall be full pay for adjusting sewer manholes to grade including all work described in Section 7-05.1 herein. Bid items and payment for work in Schedule A and B are also included in Section 7-OS.1. 7. Section 7-09.5 — Payment, page SSP-13 — DELETE the last two paragraphs in this Section and REPLACE with the following: "Relocate Existing SDCVA ", per lump sum. ' The lump sum contract price for "Relocate Existing SDCYA " shall be full pay for furnishing labor, material, and eguipment necessary for the relocation of the SDCVA including, but not necessarily limited to, excavation, bac�ll, installation of main tee, , gate valve, 4-inch ductile iron pipe, transitions, spools, fittings required to connect to the existing fire service line and relocation of existing SDCVA vault to the locations shown in the Ptans to provide a complete installation in full working order, tested and disinfected. , ' 8. Section 7-12.1 - Description — page SSP-13 — ADD the following paragraph to this Section: Refer to Section 8-35.3(1) of the Contract Special Provisions (Yolume 1) for reguirements for valve box adjustment. 9. Section 7-12.5 - Payment — page SSP-13 — ADD the following to end of this Section: ' "Adjust Water i�alve Box ", per each , I 1 of 12 City of Federal Way Addendum No. 1 PHS Phase IV HOV Lanes May 6, 2010 , ' .' Payment wilt only be made for adjustment of existing valves that are not removed by this project to final grade. Adjustment of new water valves installed in this contract shall be included in the unit costs included in schedule B(for valves, hydrants, and relocate SDCVA) and no additional payment will be made. . 10. Section 7-I5.5 — Payment, page SSP-14 — ADD the following to the paragraph describing payment for "Service Connections, 2 in. Diam.", per each: The unit contract price per each shall also include providing and installing a meter box for a 2 inch service and all necessary reducers/bushings, pipe, and fittings to transition from the 2 inch diameter service to the new or existing meter size indicated on the plans. G PLANS 1. Sheet 23 of 200, OFFSITE DRAINAGE DETAILS — DELETE this Sheet and REPLACE with the attached revised Sheet 23. 2. Sheet 98 of 200, WATER AND SEWER PLAN AND PROFILE — DELETE this Sheet and REPLACE with the attached revised Sheet 98. 3. Sheet 100 of 200, WATER AND SEWER PLAN AND PROFILE — DELETE Construction Note 15 and REPLACE with the following: REMOVE EXISTING ABAIVDONED 8-INCH AC SEWER FORCE MAIN IN IS-INCH STEEL CASING WHERE INDICATED BY HATCHING. CASING HAS A COVER DEPTH OF 8 TO 10 FEET. ASBESTOS CONCRETE MAINS SHALL BE REMOYED AND DISPOSED OF ACCORDING TO FEDERAL, STATE, AND LOCAL AGENCY RULES AND REGULATIONS. ' G. BID OPENING The bid opening date has not changed. All bidders are required to acknowledge receipt of this addendum on page 24 of the Bid Form. Failure to do so may cause rejection of the bid. CITY OF FEDERAL WAY Brian H. Roberts, P.E. Street Systems Project Engineer , ' , , ' II n II ' ' ' , ' ' ' , City of Federal Way PHS Phase IV HOV Lanes 12 of 12 Addendum No_ 1 , May 6, 2010 � , , ' CJ � CJ ' ' ' ' , ' � ' ' ' , � , Attachment C BID SCHEDULE CITY OF FEDERAL WAY PACIFIC HIGHWAY SOUTH HOV LANES PHASE lV SOUTH 312TH STREET TO DASH POINT ROAD SCHEDULE A - ROADWAY IMPROVEMENTS All unit rices in Bid Schedule A shatl include a licable sales tax. �NO. ' NIT PR CE IN WORDS UN{T Q��TM DOL CENTS DOLLARS CENTS A1 Construction Surveying LS 1 A2 As-Built Survey and Record Drawings LS 1 A3 Audio / Video Taping LS 1 A4 Health and Safety Plan LS 1 A5 FA - Site Cleanup For Bio. And Physical Hazards EST 1 10,000 $ 10,000.00 A6 Training HR 1,500 A7 SPCC Ptan LS 1 A8 Type B Progress Schedule (Min. Bid $10,000) LS 1 A9 Mobilization LS 1 A10 Field Office Building LS 1 A11 Off-Duty Un"rformed Police Officer HR 1,000 $ 61.75 $ 61,750.00 Al2 Traffic Control Supervisor HR 3,400 A13 Flaggers and Spotters HR 10,880 A14 Other Traffic Control Labor HR 2,720 A15 Other Temporary Traffic Control LS 1 A16 Construction Signs Class A SF 300 A17 Sequentia! Arrow Sign HR 5,500 A18 Portable Changeable Message Sign EA 3 A19 Operation of Portable Changeable Message Sign HR 30,000 A20 Business Access Signs EA 20 A2t Clearing Limit Fence LF 4,500 A22 Clearing and Grubbing LS 1 City of Federal Way Pacific Highway South HOV Lanes Phase IV 2s Addendum No. 1 May 6, 2010 ' SCHEDULE A - ROADWAY IMPROVEMENTS All unit rices in Bid Schedule A shall include a licable sales tax. ' NO. UNI PRICE IN WORDS UNIT QUANTTY DOL C DOLLARS ENTS A23 Roadside Cfeanup EST 1 $ 25,000.00 $ 25,000.00 A24 Removal of Structures and Obstructions LS 1 A25 Remove Cement Conc. Sidewalk SY 1,040 A26 Remove Cement Conc.Curb LF 9,70Q A27 Sawcutting SF 21,300 A28 Remove Existing Catch Basin EA 55 A29 Remove E�risting 4" Gas Main LF 4,100 A30 Remove Existing Stortn Sewer Pipe LF 4,800 A31 Removal and Relocation of Existing Private EST 1 $ 30,000.00 $ 30,000.00 Improvements A32 Remove Billboard, 30291 PHS LS 1 A33 Remove Billboard, 30251 PHS LS 1 A34 Remove Billboard, 30271 PHS LS 1 A35 Remove Billboard, 30402 PHS LS 1 A36 Remove Private Awning, 30402 PHS LS 1 A37 Remove Pavement Markings LS 1 A38 Demolition Permit Fees EST 1 �$ 10,000.00 $ 10,000.00 A39 Gravel Borrow Incl. Haul TN 19,800 A40 Gravel Borrow for Trench Backfill Incl. Haul TN 11,700 A41 Roadway Excavation Incl. Haul CY 25,000 A42 Unsuitable Foundation Excavatiort Incl. Haul CY 2,500 A43 Removal of Contaminated Soil CY 100 A44 Disposaf of Contaminated Soil EST 1 $ 15,000.00 $ 15,000.00 A45 Trench Cutoff Dam EA 4 Structure Excavation Class B Incl Haul for A46 Undergrounding of Overhead Utilities CY 8,300 A47 Structure Excavation CI B Incl Haul for Structural CY 7,10Q Earth Walls A48 Shoring for Stormwater System Retrofit LS 1 City of Federal Way Pac�c Highway South HOV Lanes Phase IV 26 ' ' , , ' , , ' ' � ' ' ' � , ' , Addendum No. 1 nn� 2o�a � n � i ' r� L I � ' ' ' C _J � , ' 1 ' � ' ' , ' ' SCHEDULE A - ROADWAY iMPROVEMENTS All unit rices in Bid Schedule A shall include a licabte sales tax. ' NO. ' NIT PRICE IN WORDS UNIT Qunr�nnr DOL ENTS DOLLARS CENTS A49 Shoring or Extra Excavation Class B SF 76,400 A50 Shoring or Extra Excavation for Structural Earth LS 1 Walfs A51 Controlled Density Fill CY 1,000 A52 Crushed Surfacing Base Course TON 16,400 A53 Asphaft Cost Price Adjustment CALC 1 $ 73,000.00 $ 73,000.00 A54 Temporary Pavement TON 1,000 A55 HMA CI. 1/2" PG 64-22 TON 5,700 A56 HMA for Preleveling CI. 1/2" PG 64-22 TON 4,700 A57 HMA CI. 1" PG 64-22 TON 10,000 A58 Commercial HMA PG 64-22 TON 1,600 A59 Planing Bituminous Pavement SY 20,770 A60 Temporary Conc. Barrier LF 880 A61 Structural Earth Wall SF 21,200 A62 Modular Block Wall SF 4,000 A63 SEW Traffic Barrier LF 840 A64 Backfill for Structural Earth Wall Incl. Haul CY 10,400 A65 Handrailing 22 In. LF 840 A66 Reconnect Existing Misc. Drainage EST 1 $ 15,000.00 $ 15,000.00 A67 Flared Cubert Inlet With Debris Guard LS 1 A68 Beveled End Conc. Culvert with Debris Barrier EA 2 A69 Class 50 Ductile Iron StoRn Sewer Pipe 8 In. Diam. LF 120 A70 Class 50 Ductile Iron Storm Sewer Pipe 12 In. Diam. LF 490 A71 Class IV Reinf. Conc. Storm Sewer Pipe 12 In. Diam. LF 5,600 A72 Class IV Reinf. Conc. Storm Sewer Pipe 18 In. Diam. LF 620 A73 Ctass tV Reinf. Conc. Storm Sewer Pipe 24 tn. Diam. LF 420 A74 Storm Drain Clean Out EA 17 City of Federal Way Pacific Highway South HOV Lanes Phase IV 27 Addendum No. 1 May 6, 2010 , SCHEDULE A - ROADWAY IMPROVEMENTS Atl unit rices in Bid Schedule A shall include a licable sales tax. ITEM ITEM DESCRIPTION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY DOLLARS CENTS DOLLARS CENTS A75 Catch Basin Type 1 EA 62 A76 Catch Basin Type 1 L EA 4 A77 Catch Basin Type 2, 48 In. Diam. EA 20 A78 Catch Basin Type 2, 54 In. Diam. EA 1 A79 Catch Basin Type 2, 54 In. Diam. Flow Splitter EA 1 A80 Catch Basin Type 2, 60 In. Diam_ Control Structure EA 1 A81 Concrete Inlet EA 5 A82 Adjust Existing Storm Drainage Structure EA 1 A83 Connection to Existing Drainage Structure EA 7 A84 Conversion Riser EA 11 Class III Reinforced Conc. 60 In. Diam. Detention A85 pipe System LS 1 A86 Catch Basin Inserts for Spilt Control EA 8 A87 Oil-Water-Debris Separator Device EA 2 A88 Stormwater Treatment Vault A LS 1 A89 Stortnwater Treatment Vauk B LS 1 A90 Detention Vault LS 1 A91 Offsite Stortnwater System Retrofit LS 1 A92 Geotextile Encased Check Dam LF 280 A93 High �sibility Construction Fencing LF 560 A94 Temporary Erosion Control Blanket SY 1,700 A95 ESC Lead DAY 200 A96 Erosion/Water Pollution Control EST 1 $ 40,000.00 $ 40,000.00 A97 Inlet Protection EA 183 A98 Silt Fence LF 2,100 A99 Seeding, Fertilizing and Mufching AC 1 A100 Stormwater Pollution Prevention P�an LS 1 City of Federal Way Pacific Highway South HOV Lanes Phase IV 28 ' , �� �`J , ' ' ' ' ' ' ' , � , , , , Addendum No.1 May 6, 2010 , � ' ' , , ' CJ ' , 1 � ' CJ ' 1 , ' ' , SCHEDULE A - ROADWAY IMPROVEMENTS All unit rices in Bid Schedule A shall include a licable sales tax. ' NOM UNIT� PR CERN WORDS UNIT Q��TM DOL DOILARS CENTS A401 Topsoil, Type A CY 1,300 A102 Bark Mulch CY 250 A103 Sod SY 2,880. A104 PSIPE Acer ginnala/ Amur Maple 2 1/2" Cal, 12'-14' EA 18 Ht PSIPE Acer rubrum 'Red SunseU Red Sunset Maple A105 2 1/2" Cal, 12'-14' Ht EA 109 PSIPE Pyrus calleryana'Chanticleer'/ Chanticleer A106 Flowering Pear, 2 1/2" Cal, 12'-14' Ht EA 20 PSIPE Quercus robur'Pyramich' P.P. No. 3707/ A107 Skymaster Oak 2 1/2" Cal, 12'-14' Ht EA 11 A108 PSIPE Calocedrus decurrens/ Incense Cedar 6'-7' Ht EA 13 PSIPE Acer rubrum 'Armstrong'/ Armstrong Maple 2 A109 1/2" Cal, 12'-14' Ht � 5 A110 PSIPE Viburnum davidii! David Viburnum 8" Spread EA 204 min. A � �� PSIPE Prunus laurocerasus/ Mount Vemon laurel 2 EA 400 gal cont A112 PSIPE Pinus mugo'Pumilio'/ Little Mugo Pine t5" EA 166 Spread min. A113 PSIPE Rhododendron'Dora Amateis'/ NCIV 15" EA 239 Spread min. A114 PSIPE Cistus x hybridus/ White Rockrose 15" EA 298 Spread min. A115 PSIPE Rosmarinus officinalis 'Huntington Blue'/ Low EA 326 Rosemary 8" Spread min. A116 PSIPE Comus stolonifera'Kelseyii'/ Dwart Redtwig EA 682 Dogwood 2 gal cont A117 PSIPE Euonymus fortunei'Emerald Gaiety'/ Purple EA 1,710 Leaf Winter Creeper 1 gal cont A118 PSIPE Festuca glauca/ Blue Fescue 1 gal cont EA 1,200 A119 PSIPE Rubus calycinoides! Creeping Brambte 6" EA 5,400 Spread min_ 4" pots Al20 Automatic Irrigation System Complete LS 1 Al21 Repair Existing Irrigation System EST 1 $ 15,000.00 $ 15,0OO.OQ Al22 Lakehaven Utility District Connection Fee EST 1 $ 15,000.00 $ 15,0OO.OQ Al23 Integral Curb SF 400 Al24 Extruded Curb, Type 6 LF 10,600 Al25 Bumper Curb LF 160 Al26 Cement Conc. Traffic Curb and Gutter LF 9,000 City of Federal Way Pacific Highway South HOV Lanes Phase IV 29 Addendum No. 1 May 6, 2010 , SCHEDULE A - ROADWAY IMPROVEMENTS All unit rices in Bid Schedule A shall include a licable sales tax. ' NO NIT PRICE IN WORDS UNIT Q� TM DOL DOLLARS ENTS Al27 Cement Conc. Pavement Approach 3-Day SY 2,200 Al28 Precast Sloped Mountabie Curb LF 60 Al29 Raised Pavement Markers, Type 2 HUN 19 A130 Median Guidepost EA 5 A131 Biack Vinyl Coated Chain Link Fence Type 6 LF 2,200 A132 Green Vinyl Coated Chain Link Fence Type 1 LF 150 A133 Adjust Monument Case and Cover EA 4 A134 Thickened Edge Sidewalk LF 2,400 A135 Cement Conc. Sidewalk SY 7,100 A136 Cement Conc. Sidewalk Ramp Type 1 EA 19 A137 Cement Conc. Sidewalk Ramp Type 2 EA 2 A138 Concrete Steps and Landing LS 1 A139 Bus Shelter Footing EA 3 A140 Quarry Spalls TN 50 A141 Relocate Mailbox EA 2 A142 Signal System Replacement at Pac Hwy S& S 304th LS 1 St Intersection, Complete A143 Signal System Replacement at Pac Hvvy S 8 S 308th LS 1 St Intersection, Complete A144 Traffic Signal Interconnect, Complete LS 1 A145 Trartsit Priority System (Rapid Ride); Complete LS 1 A146 Illumination System, Complete LS 1 A147 Permanent Signing LS 1 A148 Plastic Stop Line Type A LF 410 A149 Plastic Wide Line Type D LF 700 A150 Paint Line LF 2,506 A151 Plastic Crosswalk Line Type A SF 2,600 A152 Profrled Plastic Line Type D LF 8,900 City of Federal Way Pacific Highway South HOV Lanes Phase IV 30 ' ' ' ' 1 ' , ' 1 � ' ' ' ' CJ ' , Addendum No. 1 May 6, 2010 ' ' �� ' , ' ' ' ' � ' , ' � ' � ' ' ' , SCHEDULE A - ROADWAY IMPROVEMENTS All unit rices in Bid Schedule A shall include a licable sales tax. ' NO. I NIT PRICE IN WORDS UNIT Q ANT DOL ENTS DOLLARS ENTS A153 Profiled Plastic Wide Line Type D LF 5,100 A154 Profiled Plastic Dotted Wide Line Type D LF 4,200 A155 Plastic HOV Lane Symbol Type A EA 26 A156 Plastic Access Parking Space Symbol Type A EA 2 A157 Plastic Tra�c Arrow Type A EA 23 A158 Resolution of Utility Conflicts EST 1 $ 75,000.00 $ 75,000.00 A159 Potholing EST 1 $ 15,000.00 $ 15,000.00 A160 Pitrun Sand CY 5,400 A161 Provide and Install Conduit, 4" LF 8,900 A162 Provide and instalt Vault, 4'x4'x4' EA 7 A163 30854 PHS New Lumber U/G Service Conversion LS 1 A �� 30640 PHS Demers 8 Granger U/G Service LS 1 Conversion A165 30504 PHS Zaren Sayer U/G Service Conversion LS 1 A166 30420 PHS Barriga Llena U/G Service Conversion LS 1 A167 30406 / 30408 PHS U/G Service Conversion LS 1 A168 30402 PHS AI Holtz U/G Service Conversion LS 1 A169 30390 PHS Norman Kim CPA U/G Service � � , Conversion A170 29928 PHS Smart Start Daycare U/G Service LS 1 Conversion A171 30312 PHS Billboard U/G Service Conversion LS 1 A��2 30423 PHS Federal Way Used Cars U/G Service LS 1 Conversion A173 30509 PHS Jiffy Lube U!G Service Conversion LS 1 A174 30333 PHS Billboard U/G Service Conversion LS 1 A175 30833 PHS Valet Cleaners U/G Service Conversion LS 1 A176 30845 PHS Hair Shop NW U/G Service Conversion LS 1 A ��� 30835 PHS Novedades Durango U/G Service LS 1 Conversion A178 31003 PHS Family Denta{ U!G Service Conversion LS 1 City of Federal Way Pacific Highway South HOV Lanes Phase {V 31 Addendum No. 1 May 6, 201 Q SCHEDULE A-ROADWAYIMPROVEMENTS All unit prices in Bid Schedule A shail include applicable sales tax. ITEM ITEM DESCRIPTION UNIT APPROX. UNIT PRICE r NO. NIT PRICE IN WORDS QUANTITY DOLLARS CENTS L A179 Misc. Service Conversion EST t $ 10,000.00 $ A180 Excavation for Retraining PSE Conduit EST 1 $ 20,000.00 $ A181 Adjust Valve Box EA 15 A�82 Adjust Existing Sewer Manhole to Grade, Existing � 5 Cone A183 Adjust Ebsting Sewer Manhole to Grade, New Cone EA 4 A184 Raise Manhole LF 16 A185 Adjust FDC LS 1 A186 Bollard EA 2 A187 Minor Change CALC 1 $ 1.00 $ TOTAL SCHEDULE A (bid items include sales tax) ;S CENTS 10,000.00 20,000.00 1.00 City of Federat Way Pacific Highway South Addendum No. 1 HOV Lanes Phase IV 32 May 6 , 2010 � 1 ' C �� �� � � , � ' ' , ' ' � r ' ' SCHEDULE B- LAKEHAVEN WATER AND SEWER All unit rices in Bid Schedule B shall not include a licable sales tax. ' NO. UNIT PR CERN WORDS UNIT QUANT DOL C ENTS DOLLARS CENTS B1 Mobilization LS 1 62 Flaggers and Spotters HRS 480 63 Remove Existing Water Main LF 1,750 B4 Remove Existing 2-inch GI Water Main LF 780 BS Remove Existing AC Water Main LF 3,975 B6 Remove 8-inch Force Main, incl. Casing LS 1 67 Salvage Existing Hydrant EA 3 BS Salvage Existing Meter EA 14 69 Shoring or e�ra Excavation Class B LS 1 B10 Structure Excavation Class B Incl. Haul CY 3,110 B � � Adjust Existing Sewer Manhole to Grade, Existing EA 3 Cone 812 Adjust Existing Sewer Manhole to Grade, New Cone EA 2 613 Raise Manhole LF 5 B14 Ductile Iron Pipe for Water Main 8 In. Diam. LF 300 615 Ductile Iron Pipe for Water Main 12 In. Diam. LF 3,590 616 Connect to Existing Water Main 8 In. Diam. EA 6 B17 Connect to Existing Water Main 12 In. Diam_ EA 11 618 Bank Run Gravef For Trench Backfill TN 2,400 619 Additionat Cast Iron Fittings LB 2,500 BZO Relocate Existing SDCVA LS 1 621 Gate Valve, 8 Inch EA 8 622 Gate Valve, 12 Inch EA 20 B23' Adjust Water Valve Box EA 7 624 Hydrant Assembly - All New EA 4 625 Hydrant Assembly - Relocate Hydrant EA 5 626 Service Connections 2 in. Diam LF 370 City of Federal Way Pacific Highway South HOV Lanes Phase IV 33 Addendum No. 1 May 6, 2010 SCHEDULE B- LAKEHAVEN WATER AND SEWER All unit prices in Bid Schedule B shall not include applicable sales tax. NOM UNIT PRICE IN WORDS uN � QUANTITY DOL ENTS C 627 5/8" Water Meter EA 7 B28 1" Water Meter EA 4 629 1.5" Water Meter EA 4 B30 Resolution of Utility Conflicts EST 1 $ 15,000.00 $ B31 Minor Change CALC 1 $ 1.00 $ SUBTOTAL SCHEDULE B SALES TAX (9.5%) TOTAL SCHEDULE B 15,000.00 1.00 City of Federel Way Pacific Highway South Addendum No. 1 HoV [.anes Phase IV 34 May 6, 2010 IT� ITEM DESCRIPTION NO. UNIT PRICE IN WOR C1 Install Conduit 3" C2 Instali Vault 30"x30" C3 Install Vault 253 TA C4 Minor Change SCHEDULE C - COMCAST UNDERGROUNDING ices in Bid Schedule C shall include applicable sales tax. — UNIT APPROX. UNIT PRICE AMOUNT QUANTITY DOLLARS CENTS DOLLARS CENTS LF EA EA CALC 8,900 10 6 1 (bid items include sales tax) $ 1.00�$ 1.00 City of Federal Way Pacific Highway South Addendum No. 1 HOV Lanes Phase IV 35 May 6 , 2010 SCHEDULE D - PSE UNDERGROUNDING All unit prices in Bid Schedule D shall include applica ITEM ITEM DESCRIPTION UNIT APPROX. r NO. UNIT PRICE IN WORDS ❑ QUANTITY L D1 Install Conduit 2" LF 900 D2 Instal! Conduit 4" LF 10,600 D3 Instali Conduit 6" LF 13,600 Install Fiberglass Secondary HH 1T'x30"x18" MID D4 �664500 EA 2 Install Concrete Secondary HH 2'8"x3'8"x3' MID D5 7664910 E '�' � Install Minipad Transformer Vault 36"x42"x38" MID � 7663001 � 5 Install Minipad Transformer Vauk 48"x48"x38" MID D7 7663002 EA 3 Install 3 phase Transformer Vautt 4'8"x4'8"x3'6" MID D8 7663900 � 4 D9 Install Pull vauk 5'11"x11'4"x5'0"" Mid# 7906630 EA 4 D10 tnstail 575 Adj Pull vault 4'8"x7'x5'8" MID 7663206 EA 15 D11 Install Switch Vault 5'11"x11'4"x8'2" Mid# 7906902 EA 4 D12 Minor Change CALC 1 $ TOTAL SCHEDULE D (bid items include sales tax) e sales tax. UNIT PRICE �LWRS CENTS 1.00 I $ 1.00 City of Federal Way Pacific Highway South Addendum No. 1 HOV Lanes Phase IV 36 May 6 , 2010 All unit ITEM tTEM DESCRIPTION NO. UNIT PRICE IN WORDS E1 Install Conduit 4" E2 Install 467 Manhole E3 Install 5106 Manhole E4 Install Handhole 264TA E5 Install Pedestal E6 Minor Change Cify of Federal Way Pac�c Highway South HOV Lanes Phase IV SCHEDULE E - QWEST UNDERGROUNDING es in Bid Schedule E shall include applicable sales tax. � UNIT QuANT DOLLARS C NTS DOLLARS CENTS LF 17,800 EA 2 EA 4 EA 11 EA 4 CALC 1 $ TOTAL SCHEDULE E (bid items include sales taxf 37 1 _00 � $ 1.00 Addendum No. 1 May 6, 2010 � � , GENEfZAL NOTES tY DIP VENIILATION PIPE 24� BOLT LOqONG COVER 12' D� VEN11U710N PIPE W/COVER k g Ca1CRETE COLLAR AT FG ELEVADON ALTERNATE PIPE "� s �'� ER "" I) STORMFILTER BY CANtECH STORMWATfR SOIIffIONS; PORTLAND, OR (800) 54&4667: SCARBOROUGH, ME (677) W�COVER R CONCRETE �$� � ECCEN7RIC WNE Ac RISERS � � BN1A5T 2 5 907-8676; EWUWE, MD (866) 740-3318. COLLAR AT FG QEVA�ION � (SEE NOTE $) -5. 1[M Na.5322.G29 . •. " �SEE N�TE 6) .'/0�5 . uo L.dl>.639 2) FlITER CAR7RIDGE(5170 BE SIPttON-nLTUATED AND SELF-CLEANING. STANDARD DEfAII DRAwING SMON^� MAXIMUM NUMBFR : --'� -� �.`-"- -� -- q �-. ��� u. � f �� � OF CARTRIDGES. AGTUN NUMBER 2fOUi2f� TO BE SPECIFIED ON SITE RANS OR IN DATA TABLE BELOW. .� �� '° • Pqn �p. 3) PR[CAST VAULT 70 BE CONSTRUCfED IN ACCORDIWCE NRTn ASTM C857 AND Cb58. DE7AtC DRAwING REFLECTS DESIGN 2. �/�N e . REFERENCE SECTION 7-23.2(1) OF ���{� (�j/�� . IMENT ONLY. AClUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL 6E SItONM ON PRODU(.TION 51'10P �RAWING ��� � � 1HE SPEqAL PRONSIONS AND qiY (TO AIATQi DOSTING� �a � ' 4) STRUCfURE IWD ACGE55 COVCRS TO MEff APSMTO YI-20 LOnD RATING. . OF $FJ�TRE $TANDARD PLAN 2BO 5) STORMFlLTER REQUIRES 2.3 FEEf OF DROP FROM MLET TO OUTLET. IF LE55 DROP IS AVAILABLE, CONTAGT COMECH PRECAST VAUL1 COUPIJNG (�YP) STORMWATER SOLUTIONS. NANUFACNRER�S FOR INFORMAliON PERTAINING TO �'� (BY CANiRA(.TOfU 6) INLff AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDCD BY CONTRACTOR. PREL0.5T STORMFILTER VAUL7 yINIMUM COVER �T�-�nON PIPES R COVERS� � EOUIFPED WfTH ERHE2 CORED OPENINGS OR RNOCKOUTS AT INLET AND OUTLEf LOCATIONS_ J A 7) PROVIDC MINIMUM CLEARANCC FOR MAINfENANCE AGCE55. IF A 51fALLOWEK SYSTEM IS REOUIRCD, CONiACT COMEC1t �QUIREAIENTS� � -� � � STORMWATER SOLUTIONS FOR OTHER OPf10N5. . . . . . .a . . . .• . � . � ' .. . . : C . , wIET P1PE 8) �I-FIOTATION BALWT TO BE SPECIPIED BY ENGINEER AND PROVIDED BY CONTRAQOK, IF REOUIRED. BALlPST TO BE SEf � - �• �� - � (SEE NO7FS p �� P �� ALONG EMIRE LENG7F1 OF BOTn SIDES OF TnE 57RtK7URE. PROVED SIGN NSIBLE 5e6) ��� �NLET �SEE NOTES St6) 9) Al15TO�ZMFILTERS REOUIRE REGUUIR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE 6UIDELINES FOR MORE � O � T MFORMATION. FROIA ACCESS: � CONFlNED DEiAIL ILLUSTRATES VAULT `. . ,. , , ,. ..., . , eav s•-3� s-c• -s-3• SPACE-RESIRICIED AREA' DIMEPISIONS ONLY. REFERENCE Y ` _ 1 . . ,. �.,_. .._.____- _ _.._:_ . _.--_-__-- ---- - FILTRATION BAY �� '� _ B ' x 16' PREGAST PROVIDE 26� PRECAST OPENMG fOR SIRUCTIIRAL DRAWINGS FOR PRECAST , STORMFILTER DATA CONNECTION TO EXISIING DEtENDON VAULT A2. �� YAULT DIUENSIONS AND 8' x 15 STORMFILTER - PLAN VIEW 1 REFER�ICE PLAN SNEET '� ` ,, sTRUCrua� �o FILTER B CONSIRUC110N REWIREAIENTS. �1 wn�z ounuTV rtow Rn� ��5 0.63 m ° a CONNECTING 18' PIPE ELEVATION SHALL BE n � 82 k PROFILE SHEET 94 PEAK FLOW RATE ch OFF�INE SAME AS OUTLET fROAI CONTROL STRUCNRE. RETURN PERIOD OF PEAK PLOW OFFUNE PRON� 4LF 12' IEVEI C�7NEC110N 30'O FRAME AND e � K pF LAftTRIDGES 2E�UIRED � 9 ACCESS LADDERS Q 1HROUGN PRECAST KNOCK WT TO � COVER (TVP) GRADE RING (q�TRIpGE FLOW RATE I S OR 7.5 � 5 (SEE NOTE 4) (IYP) MEDIA TYPE (CSF PERLJTE ZPG ZPG � 9� X�E� REINFQRCED � E70SiING ROW CONIROL SiRUC7URE. IE PIPEDATA: I.E. MATERIAL DIAMETER "' CAST-W-PUICE BASE SLAB TO YATCH C�IiROL S7RUCIURE WiLE1. . NO INIFf BAFFLE WAU t INLEf PIPE f i 4I 1.96 CANC 12' �. OR LEVEL-SPREnDER �DDER ' INLET PIPE t2 WA WA WA �V BOTTOM VEL ALONG THIS AXIS NECESSARY WnEN ` q1TLE7 PIPE 441 -96 CONC 12' PIACED IN TANDEM � 4'-6' MIN i 6 e . . . - . - a � . e ' � . ' .. d ISEf NOTC �) RIM • Q ° , 3 '�' . 8' x 16' STORMPILTER - TOP V�EW �1 . .:. ° -- _ ,. � _ -':: \��\�; ��, � -_, , -_ PIACE INLEf 2 PIPE FROM -• � . , . . . �.. . FIELD VERIfY F ��, FlELD VERIFY \ .... .�..�' -. .. . � :_:' .,.. ..: , - - , VAULT �'.� ENERGAT R CARiRIDGE � . .'�.. . . 30'OFRAMEAND y \\\///\/ � WMPACIED B� YIN CS'BC UNDER \/////// .... • .� .. ... UNDERDRAIN COVER (ttP) ABOVE VAULT D�55 O MANIFOID (SEE NOTE 4) �qpDER YES �B�� S7RUCiURES (TYP) ' BOTTOM (SEE NOTE 2) BAFFLE FIDW �7T�-FLOIATION BALIAST W1DTM ItEIGFiT ' 3T.O y�p�,� SPREADER (NOi NECESSARY) WA WA 8' x 16' STORMFILTER - SECTION VIEW �A1 nror�;Pean� rz�oui�MeNrs: � PROVIDE GONPMED SPACE SIGNAGE Wlitf ALL � B�� ACCE55 RISERS - SEE SPECIAL PROVISIONS SECTI � �SEE NOTE 8) � 0 NOIE EXISTING iREAl1YlENT VAULT 'K RETROFlT REQUIREMENTS ' APPROXIMATf I.E. CONTRACTOR 511ALL FlEID ' .: V ERIFY TO MATCFt A0.IACEM TREATMENT VAULT . 4 . - � - . . � e � � � ^ � - d � OViCET I.E. . O PROPOSED STORMWATER TREA7MENT FlLiER 'B' IS TO BE PUCED ;-� - `.��T d °• ° e DOWNSTREAM IN TANDDA WITH IXISiING STORAIWATER iREA1LIENT � e � FlLiER 'A'. OUILET LEVEI SPREADER FOR FlLTER 'A' MUST BE UNDERDRAIN WIDTn "^""'FO�° . . O 48'� ECCENTRIC RISER 9 O REMOVED AND A 12' RWND HOLE PR�VIDED iHROUq{ 1HE 8' x 16' STORMFILTER - SECTION VIEW �B1 ° ° 48'e ECCENTRIC RISER W/SOL1D 24' LOCKING ' WTLET BAFFLE WALL AND OUTER VAULT WALL (WEST SIDE} AT 2 W INVERT ELEVA710N 1' ABOVE THE INSIDE BOTfOM OF VAULT. g� X 16' STORMWATER TREATMENT VAULT'B /SOl1D 24' LOCKING COVER FOR VAULT COVER FOR VAULT ACCESS ACCESS NTS � C ',, RIM ELEV 408.50 RIM ELEV 407.12 ^ ---------------- -------------------------------------- e ' _ � 18' INLET FROM ----� t8� WTLET TO � � EXISTING DET€NTIIN�1 EXISiING CON'iROL �' V-BOTTOM THRW6FI . ,_ _, VAULT A2 CEN7ER pF VAULT S7RUCNRE 12-9 � �� Y CLR TOP ��\ 12' VENTILATION PIPE a TOP OF � A 12� ��\ • e O �. ' . 4" ELBOW . STANDPIPE , / TOP 8 801TOM � � ` ��� ORIFICE ELEV=403.40 � j10 0 6� TOP \ a a . E LE V= 404.00 � TOP OF � � < � , e d ' . , � 18" MLET STANDPIPE � Z � • ' < ' EAST FROM - ELEV=402.70 ' � • • • � r f A(:CESS MANHOLE • PLAN PRECAST REINFORCED CB 3-2 18" OU?LET WEST TO . I � • • , I CAST-IN-PLACE ���EIE iHREE SIDED I IE=403.50 FLOW SPLITTER A2 •, :� � � ;;� IE=403.50 �� /9 O 1Y BO7TON j a LOAD-RATED CO P VERS. CON ECT BAS'E SLAB 5 ��� " � • WATERTIpiT TO VAULT; SEE • . r ;'-; ' �� Y CLR BUTTOAI /�/ . a, ° . SPECIAL PRONSlONS �O �YW 82 ' is" iN�ET "., , `•�` BASE SLAB � EAST FROM � Q PRECAST WALL SPLiTTER A1 PRECAST RENlFORCED , n � P!VOTING tE=4�2.70 PRONDE 4LF lY CONCREfE iHREE SIDED FlLL WITH ' SHEAR GATE ' • LEVEL CONNEC110N TO NON-SHRIMC a & HANDLE PIVOTING �g' �7 �py EIOSTING ROW ���� 15, �� GRWT 18" OUTLET SOUTH 12" OUTLET WEST TO SHEAR GATE SPAN x 8� CLEAR MffIGHT `� CAST-IN-PLACE � PRETREATMENT Un1T �` t8" BtPASS OUTLET � �n� ��a STRUCiURE a BASE SLAB TO EX SDMH & HANDLE � VAULT A2 ; � TO NATCH CONTROL IE=401.65 � � � 8� ORIFlCE IE=S01.70 ' 8 , � ` NORTHWEST TO $�C�� ��. � I ENLARGE T� �2• D_TENTION VAULT z j i z ENLARGE TO 12` IE=400.59 ' ' � � SOUD 80TTOM I � � � 8 • �� �°� SEE KEYW0.Y y $O N �-�� ENtARGE TO 70� 18"0 I DETAIL THI$ CAST-MI-PUCE ��� 2" ��u. I t6"o 18"� .- � t2"o � (` ° SHEET `; BASE SLAB WITH � . . � _ , , . , • - . � � � � 'V BOTTOIA KEYWAY DETAIL ' • ' • ` ' .• , •. • • �` � ' .. ' - , - . . < . . . � � e � � ` . �--� a P� 33070 �W FLOW SPUTTER 1(EXST�CB A1j � FLOW SPlI1TER 2(EXST CB A2) � \� �-` •% ' " DETENTION VAULT A3 DETAIL (OFFStTE) �°""` f `�'� Nis NTS SECTIC 1 �° a•E BV AVGX RENSIONS APProved By ��,�� t .5.1 NJD BASE SLAB DETAIL AD�NWIA N0. 1 `nE"""E KP� 061 °�,° "T� o` CONTRACT EMGINEERWGMON�GER °�'E °ES�c'"E°°r °�� Federal Way 7 �� AV � N 2 � ��� DOCUMENT � a^o $�tlle, WA 98109 lxortu, WA 984C2 ��,,,.� a,� ��„� �, a� we oa„o (�61286-7640 f253; 627-0720 � . rnWEttexc�NE�t on1E c1ECItEOer o�lE wWM�.001f1 NTS PACtFIC HIGHWAY SOUTH OFFSITE DRAINAGE DETAILS HOV LANES PHASE IV SCALE H� Wp �/� tv/A SHT 23 OF 2OO WAY HI6 r rn W N 0 + a N w z x U Q � � c P _ t � s' ac ,4 I ,5 PACIFIC HIGHWAY SOUTH STA 15+19.4 420' RT STA 16+45.5 42.0' RT 12' AC 5 1-1Dc8� TEE (MJxFI} � � 1-12x8' 7EE (R) 1-1Y GATE YALVE (FLx1A,� c c— � 1-8' GAIE VALVE (fLxMJ) e — ' 1-8' GA1E VALVE (FLxMJ) -- ° ----- � � � W x N O 0 + n � N w z x U N a � 0 5 10 20 40 60 SCALE IN FEET CONSTRUCT�ON NOTES O2 CONNECT TO EXISiING AC WATER AIAIN WIiH DIP TO AC TRANSITION COUPLING 4O RELOCATE EJOSIING FlRE HYDRANT TO LOCAiION SHOWN AND INSTALL NEW ASSEMBLY PER LU.D. S7D PLAN B-19A-R O5 ROIOVE DtIS71NG WA1ER UNES AS INDICATED BY CROSS-HATCFBNG (TYP} O6 MISTALL NEW Y WATER SERVICE WNNECTION PER LU.D. S1D PIAN B-t9H; SEE TABLE BE1.OW FOR LOCADONS AND A�E7ER SZES Q QQ RELOCAIE E)OS11NG HYDRANT ASSDABLY (MCLUDING CAPPED TEE) TO BAqC OF � SIDEWALK; CUT EXISTING DIP UNE AND RECONNECT TEE k VALVE. PRONDE THRUST BLOCKS AT TEE BRANCH, CAPPm END OF IEE, AN HYD ANT. 10 ADJUST SANITARY SEWQt AIANHOLE TO GRADE. REPLACE EIOSTaJG 11AN RING AND COVER NAiH NEW RING AND COVER PROVIDED BY LU.D. SALVAGE EXISTING RIN6 AHD COVER TO LU.D. 14 RQOCATE EX RESIDENIIAL SERNCE LINE TO CONNECT TO NEW WAiER SERVICE MEIER lOCA710N. LOCA710N SHOWN FOR ILLUS7RATIVE PURPOSES ONLY. CONTRACTOR SHALL 4ERIFY LOCATION OF SERNCE UNE. SEE �IEET 95 FOR GENERAL WATER NOIES I4 s ._--- s ,� Dt2 I'; S S 6 AC 5'DAC °- B" AC_ _o � �� — — — 10 STA 14F05.5 � � — — — — �, $TA 15+t9.4 528' RT `� 5 8� AC 51.8' RT � � 14 f 1-8' 11.25' BEND (AIJx1AJ) , L + g STA 15+20.6, 59.0' Ri 2 2 g7q 16+47.3, 59.4' RT u 4 8 CONt�CT10N � 8 CONNECTiON � 9102 '. } � ? ' ' 4 FEDERAL WAY � STA 75+98.9 10 �A 16+522 pg2104-9124 PR�FES90PlAL 09244k?9149 4 '6Q.6' RT 51.9' RT �� 092104-9121 �� � FEDERRAL CER7IFlED """ AT iHE LAKE FEDE p�p * HEARING APARiMENTS 520 ...........:.. 520 t __ _. _ _ _ . . ._ _ . .... ___ __.... _._ _.._ __ _...._ _ _ _ _.... _ .. _.... ___ _.. ._ _ . `__ . _.. _._ _. .. . ._.._. _ _._ . _.. _ _._...... _ PRUFILE �EAST GllTTER LINE =._.._.. .. .._ .. __..._...__....._..._....._.......:.. .._.. ...__ ._ .... .....:......._......._....._...... ._._ __. ._._......__ _.._......_............._...... _.__ _..... _ _ _ _.. _.. __.........._... -._......__ _ -- - :.......- - .................. - -._.....:........... --....................__...._.__..._....__.. -- ..................... ---:............_........--..._..................... .._-................__ __........_..... .........._...._._.... _ _ _... HORI2 1' �d' (1' 40 HALF SIZE) ....................... ..,......,.......... ..... __ __ _ _ _ _ .. ... .................__.._ _:. ..__ ._ _ __...... . :_ .__.._....._ .__._.... _.. . ._ ._ ... _..__..._....... .__. __..._.. __._ ..-_ . -_ _ __ VERT 1 10 (1 20 HAtF SIZE _.._. __._ _.. _ . ' _ __.. __ _ _. __ _ _ _ . _ 500 : ' .._...... _ .. . __.... _. ...... : . ._ ... ... .. . .........._ _ :......_.... - ............._. _ ... .. ................._...... .. . :. ...... . . 500 __ _...... _... ,. . _ ____ _ ._ _ . _. _ .__... _ SSMH}45-D77.... ..: __. . .___ : _.. ....._..___.. .... � _.. . ......_. _ _ ... . ....... .... . __ _. .._...... __..__....._ .. --_ ....... - ---......._ - - ........_..._.......E%15T. RNA g..474.95 ....:.... .........................__.............. ......_....__......__....._........ .:.................._..........................-- - ................_._..............._. ...... -........._.........__ ---- ......_......................... :......... ....___ .. :_.....PROPi�IM = 475:28.. ... ....__..._. .... ......._............................. _._.... ...._....... _. _ ,-N .... . .... :.. 12x6' i�E FAR 8' 12x8' 7EE FOR $� -,� �, : _ . _ . . _ _ _ - . . . . tE' = 465.1. . . . . . . . _ . . _ 1 SION `^ _ T4kF EXifNSION _ _ . � : - � -. _ . ` _ . . _ : . - RAISf RIAi Q33' dc : : _ _ � o . _ p � _ . . . �, CONNE TO � < N HONNECTiE)N TU � 480 ...:....... _ 1NSTAf1 NON-SItlD COVER .... _. _ . .. _. EAST FLOWL(NE._ . ... .. ...._.... . .._...... . . _. � � � � .. _..... <�^ : EXIS1tNG' 8"IiC UNE .. w� F9osiiNG 8'AC uNE 480 :. . ......_ .... .'. .. . . . __ ._.._... � � N . 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EAST GUTTER LINE ��s App�OVed By ���,� KPG � � °�° "�" °F CONTRACT �a are o�s�EDer °�'� Federal Way 1��A�eN �ZSOZJe�s�� DOCUMENT eEO od+o SP1tlk,Wp9B109 Txm�.WA98402 a� ���. a� wo ov+o (� �*�� (�3) 627-0720 i MiE CHEGtEDBY d11E WNYI.�.Cpll ;Y' �T � , _� T -- • - ---�-- T T __ SERVICE CONNECTIONS PARCEI STATION METER NUMBER LOCA7)ON SIZE 092104-9102 14+95.0, 60.4 RT 1' 092104-9149 15+16.3, 60.4 RT 1.5' CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLAN 29 SITE PREPARAiION PLAN 40 ROADWAY PLAN 51 ROADWAY PROFlLE 62 DRAINAGE PLAN 74 DRlUNAGE PROFlLE 86 WATER k SEWER PLAN k PROFlLE 98 IRRIGATION PLAN 138 LANDSCAPE PLAN 151 ILLUMINA710N PLAN 163 CHANNEUZAiION k SIGNMG PLAN 183 JOINT UiiLJiY TRENCH PLAN 793 �uv ,� 2 � '� �F� 33070 �m F6 'p++ni E�'� PACIFIC HIGHWAY SOUTH HOV LANES PHASE IV WATER & SEWER PLAN & PROFILE STA 13+00 TO STA 17+00 SCALE H: N'A V' N/A SHT 98 OF 2OO ' „ ' Pacific Highway South HOV Lanes Phase IV South 312 Street to Dash Point Road ' STPUL 1013(004) RFB 10-103 ' Addendum No. 2 May 10, 2010 ' t ' ' , 1 ' ' ' , ' ' ' ATTENTIOI�t: All Bidders and Planholders You are hereby notified that in Addendum No. 2, the Bid and Contract Documents are amended as follows: A. BID SCHEDULE REPLACE Attachment "C" Bid Schedule (pages 25-37), with the attached revised Bid Schedule. The bid schedule was revised to reflect the following: • Quantity was revised on Bid Item A39. • Quantity was revised on Bid Item B 11 _ B. SPECIAL PROVISIONS 1. Section 7-23.2(1) — Detention Vault, Page 332 — ADD the following paragraph to this Section: G. The base slab of the Detention [�ault shal! be cast-in place concrete as shown on the Plans using Concrete Class 4000. 2. Section 6-13.2 — Materials, Page 304 — ADD the following paragraph to this Section: The SEW Traffic Barrier shall be cast-in place concrete as shown on the Plans using Concrete Class 4000. C. LAKEHAVEN SUPPLEMENTAL SPECIAL PROVISIONS 1. Section 7-05.1— Description, Page SSP-10 — ADD the following to this section: This section describes the requirements for adjusting Lakehaven Utiliry District manholes to finished grade. Construction requirements for raising and adjusting manholes at each location shown on the Plans are tabulated below. For manholes where the cone is rotated, the existing steps and ladder shall be removed completely and replaced with all new steps and ladder in accordance with Section 7-05.3(1)B of the Lakehaven Utility District Supplemental Special Provisions. Adjustments shown in table are approximate. Actual adjustment shall be based on actual field conditions as required to match finished grade. The reguirements tabulated supersede any conflicting requirements indicated on the plan and profile construction notes included in the Contract Plans. Payment will be made under the bid schedule and bid items indicated. ' City of Federal Way PHS Phase [V HOV Lanes I of 4 Addendum No. 2 May 10, 2010 � ' ' Approx. STA MH No. Ad'ust. Construction Re uirements Rin and Cover BID ITEM A182 - ADJUST EXISTING SEWER MAIYHOLE TO GRADE, EXISTING CONE Remove existing risers, rotate cone east, replace Provided by ladder and steps east, install new risers, replace LUD, salvage 6+73 steps as required, and set ring and cover to existing to LUD RT 145-D 14 .8' match finished rade. (non-skid) Provided by Remove existing ring and cover and insta(t new LUD, salvage 14+p5 risers, steps as required, and set ring and cover existing to LUD RT 145-D 17 .3' to match finished rade. non-skid Provided by Remove existing ring and cover and install new LUD, saivage 18+(>3 risers, steps as required, and set ring and cover existing to LUD RT 146-Di9 .9' to match finished ade. non-skid Provided by Remove existing ring and cover and install new LUD, salvage 23+45 risers, steps as required, and set ring and cover existing to LUD RT 146-D21 3' to match finished rade. non-skid Remove existing ring and cover and insta(1 new 39+57 risers, steps as required, and set ring and cover RT 127-35-6 .2' to match finished rade. Re-use existin BID ITEM A183 - ADJUST EXISTIIVG SEWER MANHOLE TO GRADE, NEW CONE Remove existing cone and risers, install new 1'- 48" section and cone rotated east, rep(ace ladder Provided by and steps, install steps where needed, set new LUD, salvage g+7� risers and ring and cover to match finished existing to LUD RT I45-D I S .7' ade. non-skid � Remove existing cone and risers, instalt new 2'- 48" section and cone rotated east, replace ladder Provided by and steps, install steps where needed, set new LUD, salvage 9+56 1345- risers and ring and cover to match finished existing to LUD RT MH 1 1.3' rade. non-skid Remove existing cone and risers, install new 2'- Provided by 48" section and cone, install steps where LUD, salvage 16+52 needed, set new risers and frame and cover to existing to LUD RT 145-D18 .9' match finished ade. non-skid Remove existing cone and risers, install new 1'- 48" section and cone rotated west, replace Provided by ladder and steps, install steps where needed, set LUD, salvage 39+92 new risers and ring and cover to match finished existing to LUD LT 6 t 9-35- l 1.7' rade. non-skid) BID ITEM A184 — RAISE MANFIOLE Remove existing cone and risers, install new 3'- Provided by 48" section and cone, install steps where LUD, sa(vage 21+14 needed, set new risers and frame and cover to existing to LUD RT 146-D20 4' match finished ade. non-skid Remove existing cone and risers, install total of Provided by 1 t vertical feet-48" sections and cone, replace LUD, salvage 35+78 556- and instail steps where needed, set new risers existing to LUD RT MH2O 12' and frame and cover to match finished ade. non-skid) City of Federal Way PHS Phase IV HOV Lanes 2 of4 ' ' ' ' ' ' � ' ' ' ' ' ' � ' Addendum No. 2 , May 10, 2010 �l � 0 Approx. STA MH No. Ad'ust. Construction Re uirements Rin and Cover B[D ITEM B11 - ADJUST EXISTING SEWER MANHOLE TO GRADE, EXISTING CONE Remove existing risers, rotate cone and replace Provided by ladder and steps east, install new risers, install LUD, salvage 31+94 steps as required, and set ring and cover to existing to LUD LT 619-35-3 .5' match finished ade. water-ti ht Remove existing risers, rotate cone and replace Provided by ladder and steps east, install new risers, install LUD, salvage 35+91 steps as required, and set ring and cover to existing to LUD LT 619-35-2 .1' match finished rade. water-ti ht Provided by Remove existing ring and cover and 2" riser, LUD, salvage 39+33 556- and install new risers, steps as required, and set existing to LUD RT MH 18 .5' rin and cover to match finished rade. water ti ht Remove existing ring and cover and install new 73+52 risers, steps as required, and set ring and cover LT 8l 10 .2 to match finished rade. Re-use existin Remove existing ring and cover and install new 75+05 risers, steps as required, and set ring and cover LT 8108 .2 to match finished rade. Re-use existin Remove existing ring and cover and install new 76+20 risers, steps as required, and set ring and cover LT 8475 .2 to match finished rade. Re-use existin B[D ITEM B12 - ADJUST EXISTING SEWER MANI-IOLE TO GRADE,1vEW CONE Remove existing cone and risers, install new 1'- 48" section and cone, instail steps where 4+34 needed, set new risers and existing frame and RT 145-D 13 .l' cover to match finished ade. Re-use existin Remove existing cone and risers, install new 2'- 48" section and cone, install steps where t 1+01 needed, set new risers and existing frame and RT 145-016 3' cover to match finished ade. Re-use existin BID ITEM B13 — RAISE MANHOLE Remove existing cone and risers, replace and rotate ladder and steps to west, install total of 5 Provided by vertica( feet-48" sections and cone, install short LUD, salvage 37+43 556- steps where needed, set new risers and frame existing to LUD RT MH 19 5' and cover to match finished ade. water-ti ht 2. Section 7-05.3(1)A - Adjust Existing Sewer Manhole to Grade, page SSP-10 - REVISE the fourth sentence in the second paragraph to read: `The �� manhole frame shall be reset... '. 3. Section 7-05.4 — Measurement, page SSP-11 — DELETE the first paragraph and REPLACE with the following: "Adjust Existing Sewer Manhole to Grade, Existing Cone ", per each. "Adjust Existing Sewer Manhole to Grade, New Cone ", per each. 3 of4 City of Federal Way Addendum No. 2 PHS Phase IV HOV Lanes May 10, 2010 4. Section 7-05.5 — Payment, page SSP-11 — DELETE the second, third, and fourth paragraphs and REPLACE with the following: "Adjust Existing Sewer Manho[e to Grade, Existing Cone ", per each. "Adjust Existing Sewer Manhole to Grade, New Cone ", per each. "Adjust Existing Sewer Manhole to Grade, ' shall be full pay for adjusting sewer manho[es to grade including all work described in Section 7-OS.1 herein. Bid items and payment for work in Schedule A and B are also included in Section 7-OS.1. 5. Section 7-12.1 - Description — page SSP-13 — ADD the following paragraph to this Section: Completed va[ve box adjustments and installations shall meet the requirements of the Lakehaven Utility District Special Provisions Section 7-12_3(3) for paved areas and 7- 12.3(4) for unpaved areas. D. PLANS l. Sheet 16 of 200, ROADWAY SECTIONS — DELETE this Sheet and REPLACE with the attached revised Sheet 16. 2. Sheet 17 of 200, ROADWAY SECTIONS — DELETE this Sheet and REPLACE with the attached revised Sheet 17. 3. Sheet l00 of 200, WATER AND SEWER PLAN AND PROFILE — DELETE Construction Note 15 and REPLACE with the following: `REMOVE EXISTING ABANDONED 8-INCH AC SEWER FORCE MAIN IN IS-INCH STEEL CASING WHERE INDICATED BY HATCHING. FORCE MAIN AND CASING HA vE A CO vER DEPTH OF S TO 10 FEET. ASBESTOS CONCRETE MAINS SHALL BE REMOVED AND DISPOSED ACCORDlNG TO FEDERAL, STATE, AND LOCAL AGENCYRULES AND REGULATIONS. ' D. BID OPENING The bid opening date has not changed. All bidders are required to acknowledge receipt of this addendum on page 24 of the Bid Form. Failure to do so may cause rejection of the bid. CITY OF FEDERAL WAY Brian H. Roberts, P.E. Street Systems Project Engineer City of Federal Way PHS Phase IV HOV Lanes 4 of 4 � , ' ' ' ' ' � ' ' ' ' 1 ' , , , ' Addendum No. 2 ' May 10, 2010 C' 0 Attachment C BID SCHEDULE CITY OF FEDERAL WAY PACiFIC HIGHWAY SOUTH HOV LANES PHASE IV SOUTH 312TH STREET TO DASH PO1NT ROAD SCHEDULE A - ROADWAY IMPROVEMENTS All unit rices in Bid Schedule A shali include a licable sales tax. ' NO. UNIT PR CERN WORDS UNIT QUANT DOLLARS ENTS OOLLARS CENTS A1 Construction Surveying LS 1 A2 As-Built Survey and Record Drawings lS 1 A3 Audio / Video Taping LS 1 A4 Health and Safety Plan lS 1 A5 FA - Site Cleanup For 8io. And Physical Hazards EST 1 10,000 $ 10,000.00 A6 Training HR 1,500 A7 SPCC Plan LS 1 A8 Type B Progress Schedule (Min. Bid $10,000) LS 1 A9 Mobilization LS 1 A10 Field Office Building LS 1 A11 Off-Duty U�iformed Police Officer HR 1,000 $ 61.75 $ 61,750.00 Al2 Tra�c Control Supervisor HR 3,400 A13 Flaggers and Spotters HR 10,880 A14 Other Traffic Control Labor HR 2,720 A15 Other Tempo�ary Traffic Control lS 1 A16 Construction Signs Class A SF 300 A17 Sequential Arrow Sign HR 5,500 A18 Portable Changeable Message Sign EA 3 A19 Operation of Portable Changeable Message Sign HR 30,000 A20 Business Access Signs EA 20 A21 Clearing Limit Fe�ce LF 4,500 A22 Clearing and Grubbing LS 1 City of Federal Way Pacific Highway South HOV Lanes Phase IV 25 Addendum No. 2 May 10, 2010 0 0 SCHEDULE A - ROADWAY IMPROVEMENTS All u�it rices in Bid Schedule A shall include a licable sales tax. ' NO. UNIT PRICE IN WORDS UNiT QUANT DOILARS CENTS DOLLARS CENTS A23 Roadside Cleanup EST 1 $ 25,000.00 $ 25,000.00 A24 Removal of Structures and Obstructions LS 1 A25 Remove Cement Conc. Sidewalk SY 1,04U A26 Remove Cement Conc.Curb LF 9,700 A27 Sawcutting SF 21,300 A28 Remove Existing Catch Basin EA 55 A29 Remove Existing 4" Gas Main LF 4,100 A30 Remove Existing Storm Sewer Pipe LF 4,800 A31 Removal and Relocation of Existing Private EST 1 $ 30,000.00 $ 30,000.00 lmprovements A32 Remove Billboard, 30291 PHS l.S 1 A33 Remove Billboard, 30251 PHS lS 1 A34 Remove Billboard, 30271 PHS LS 1 A35 Remove Billboard, 30402 PHS LS 1 A36 Remove Private Awning, 30402 PHS LS 1 A37 Remove Pavement Markings tS 1 A38 Demolition Permit Fees EST 1 $ 10,000.00 $ 10,000.00 A39 Gravel Borrow Incl. Haul TN 21,800 A40 Gravel Borrow for Trench Ba�ll Incl. Haul TN 11,700 A41 Roadway Excavation Incl. Haul CY 25,000 A42 Unsuitable Foundation Excavation Incl. Haul CY 2,500 A43 Removal of Contaminated Soil CY 100 A44 Disposal of Contaminated Soil EST 1 $ 15,000.00 $ 15,000.00 A45 Trench Cutoff Dam EA 4 A46 Structure Excavation Class B Incl Haul for CY 8,300 Undergrounding of Overhead Utilities A47 Structure Excavation CI B Incl Haul for Structural CY 7,100 Earth Walls A48 Shoring for Stormwater System Retrofit lS 1 City of Federal Way Pacific Highway South Addendum No. 2 HOV Lanes Phase IV 26 May 10, 2010 , ' ' ' , , , ' ' , ' , ' � ' , ' ' ' SCHEDULE A - ROAOWAY IMPROVEMENTS All unit rices in Bid Schedule A shall include a licable sales tax. ' NO. UNIT PR CE�IN WORDS UNIT QUANT�ITY DOLLARS CENTS DOLLARS CENTS A49 Shoring or Extra Excavation C1ass B SF 76,400 A50 Shoring or Extra Excavation for Structural Earth LS 1 Waiis A51 Controlled Density Fill CY 1,000 A52 Crushed Surfacing Base Course TON 16,400 A53 Asphalt Cost Price Adjustment CALC 1 $ 73,000.00 $ 73,000.00 A54 Temporary Pavement TON 1,000 A55 HMA Cl. 1/2" PG 64-22 TON 5,700 A56 HMA for Preieveling Ct. 1/2" PG 54-22 TON 4,700 A57 HMA CI. 1" PG 64-22 TON 10,000 A58 Commercial HMA PG 64-22 TON 1,600 A59 Planing Bituminous Pavement SY 20,770 A60 Temporary Conc. Barrier LF 880 A61 Structural Earth Wall SF 21,200 A62 Modular Block Wall SF 4,000 A63 SEW Tra�c Barrier LF 840 A64 Backfill for Structural Earth WaH Incl. Haul CY 10,400 A65 Handrailing 22 In. lF 840 A66 Reconnect Existing Misc. Drai�age EST 1 $ 15,000.00 $ 15,000.00 A67 Flared Culvert Inlet With Debris Guard LS 1 A68 Beveled End Conc. Culvert with Debris Barrier EA 2 A69 Class 50 Ductile Iron Storm Sewer Pipe 8 In. Diam. LF 120 A70 Class 50 Ductile Iron Storm Sewer Pipe 12 In. Diam. LF 490 A71 Class IV Reinf. Conc. Storm Sewer Pipe 12 In. Diam. LF 5,600 A72 Class IV Reinf. Conc. Storm Sewer Pipe 18 In. Diam. LF 620 A73 Class IV Reinf. Conc. Storm Sewer Pipe 24 In. Diam. LF 420 A74 Storm Drain Clean Oui EA 17 City of Federal Way Pacific Highway South HOV Lanes Phase IV 27 Addendum No. 2 May 10, 2010 ' SCHEDULE A - ROADWAY IMPROVEMENTS All unit rices in Bid Schedule A shall include a licable sales tax. ' NO. UNIT R CE IN WORDS UNIT QUAN OTY DOLLARS CENTS DOLLARS CENTS A75 Catch Basin Type 1 EA &2 A76 Catch Basin Type 1 L EA 4 A77 Catch Basin Type 2, 481n. Diam. EA 20 A78 Catch Basin Type 2, 54 In. Diam. EA 1 A79 Catch Basin Type 2, 541n. Oiam. Flow Splitter EA 1 A80 Catch Basi� Type 2, 601n. Diam. Control Structure EA 1 A81 Concrete Inlet EA 5 A82 Adjust Existing Stortn Drainage Structure EA 1 A83 Connection to Existing Drainage Structure EA 7 A84 Conversion Riser EA 11 Class III Reinforced Conc. 60 In. Diam. Detention A85 ��� System LS 1 A86 Catch Basin Inserts for Spilt Control EA 8 A87 Oil-Water-Debris Separator Device EA 2 A88 Stormwater Treatment Vault A LS 1 A89 Stormwater Treatment Vault B LS 1 A90 Detention Vault LS 1 A91 Offsite Stormwater System Retrofd LS 1 A92 Geotextile Encased Check Dam LF 280 A93 High �sibility Construction Fencing LF 560 A94 Temporary Erosion Control Blanket SY 1,700 A95 ESC Lead DAY 200 A96 Erosion/Water Pollution Control EST 1 $ 40,000.00 $ 40,000.00 A97 Inlet Protection EA 183 A98 Silt Fence LF 2,100 A99 Seeding, Fertiliang and Mulching AC 1 A100 Stortnwater Pollution Preven6on Plan LS 1 City of Federal Way Pacific Highway South HOV lanes Phase iV 28 ' ' ' ' ' , , ' ' , 1 ' , , ' LJ ' Addendum No. 2 May 10, 2010 ' ' ' u , ' ' ' ' ' � ' ' ' ' ' ' ' ' ' SCHEDULE A - ROADWAY IMPROVEMENTS All unit ri ces in Bid Schedule A shall include a licable sales tax. ' NO. UNI PRICE iN WORDS � UNIT QUANT DOLLARS CENTS DOLLARS CENTS A101 Topsoil, Type A CY 1,300 A102 Bark Muich CY 250 A103 Sod SY 2,880 A104 PSIPE Acer ginnala/ Amur Maple 2 1/2" Cal, 12'-14' EA 18 Ht PSIPE Acer rubrum 'Red Sunset/ Red Sunset Maple A105 2 �/2 Cal, 12'-14' Ht EA 109 PSIPE Pyrus calleryana'Chanticleer'1 Chanticleer A106 Flowering Pear, 2 1/2" Caf, 12'-14' Ht EA 20 A107 PSIPE Quercus robur'Pyramich' P.P. No. 3707/ � �� Skymaster Oak 2 1/2" Cal, 12'-14' Ht A108 PSIPE Calocedrus decurrens/ Incense Cedar 6'-7' Ht EA 13 PSIPE Acer rubrum 'Armstrong'/ Artnstrong Maple 2 A109 ��„ Cal, 12'-14' Ht � 5 A110 PSIPE Vibumum davidii/ David Viburnum 8" Spread � 204 min. A � � � PSIPE Prunus Iaurocerasus/ Mou�t Vernon Laurel 2 EA 400 gal cont A112 PSIPE Pinus mugo'Pumilio'/ little Mugo Pine 15" EA 166 Spread min. A113 PSIPE Rhododendron 'Dora Amateis'/ NCN 15" EA 239 Spread min. A1'14 PSIPE Cistus x hybridus/ White Rockrose 15" � 298 Spread min. A115 PSIPE Rosmarinus officinalis 'Huntington Blue'/ Low EA 326 Rosemary 8" Spread min. A116 PSIPE Comus stolonifera'Kelseyii'/ Dwarf Redtwig EA 682 Dogwood 2 gal cont PSIPE Euonymus fortunei 'Emerald Gaiety'/ Purple A � �� leaf Winter Creeper 1 gal cont � 1,710 A118 PSIPE Festuca glauca/ Blue Fescue 1 gal cont EA 1,200 A � � 9 PSIPE Rubus calycinoides/ Creeping Bramble 6" � 5,400 Spread min. 4" pots Al20 Automatic Irrigation System Complete LS 1 A721 Repair Existing Imgation System EST 1 $ 15,000.00 $ 15,000.00 Al22 Lakehaven Utiliry District Connectio� Fee EST 1 $ 15,000.00 $ 15,000.00 Al23 Integral Curb SF 400 Al24 Extruded Curb, Type 6 LF 10,600 Al25 Bumper Curb LF 160 Al26 Cement Conc. Traffic Curb and Gutter LF 9,000 City of Federal Way Pacific Highway South HOV Lanes Phase N 2s Addendum No. 2 May 10, 2010 , SCHEDULE A - ROADWAY IMPROVEMENTS All unit rices in Bid Schedule A shall include a licable sales tax. I NO. UNIT PR CERN WORDS UNiT QUAN TTY DOLLARS CENTS DOLLARS CENTS Al27 Cement Conc. Pavement Approach 3-Day SY 2,200 Al28 Precast Sioped Mountable Curb LF 60 Al29 Raised Pavement Maricers, Type 2 HUN 19 A130 Median Guidepost EA 5 A131 Black Vinyl Coated Chai� Link Fence Type 6 LF 2,200 A132 Green Vinyl Coated Chain Link Fence Type 1 LF 150 A133 Adjust Monument Case and Cover EA 4 A134 Thickened Edge Sidewalk LF 2,400 A135 Cement Conc. Sidewalk SY 7,100 A136 Cement Conc. Sidewalk Ramp Type 1 EA 19 A137 Cement Conc. Sidewalk Ramp Type 2 EA 2 A138 Concrete Steps and Landing LS 1 A139 Bus Shelter Footing EA 3 A140 Quarry Spalls . TN 50 A141 Relocate Mailbox EA 2 A�42 Signal System Replacement at Pac Hwy S& S 304th � � St Intersection, Complete Signal System Replacement at Pac Hwy S 8� S 308th A143 St Intersection, Complete LS 1 A144 Traffic Signal Interconnect, Complete lS 1 A145 Transit Priority System (Rapid Ride), Complete LS 1 A146 Illumination System, Complete LS 1 A147 Permanent Signing LS 1 A148 Plastic Stop Line Type A lF 410 A149 Plastic Wide Line Type D LF 700 A150 Paini Line LF 2,500 A151 Plastic Crosswalk Line Type A SF 2,600 A152 Profiled Plastic Line Type D LF 8,900 City of Federal Way Pacific Hignway soum Addendum No. 2 HOV Lanes Phase IV 3o May 10 , 2010 ' ' ' ' ' 1 � I ' 1 , , ' , II � ' ' ' SCHEDULE A-ROADWAYIMPROVEMENTS All unit rices in Bid Schedule A shall inciude a licable sales tax. I NO. UNI PRICE IN WORDS � UNIT QUANT�ITY OOLIARS CENTS OOLLARS CENTS A153 Profiled Plastic Wide �ine Type D LF 5,100 A154 Profiled Ptastic Dotted Wide Line Type D LF 4,200 A155 Plastic HOV Lane Symbol Type A EA 26 A156 Plastic Access Parking Space Symbol Type A EA 2 A157 Plastic Tra�c Arrow Type A EA 23 A158 Resolution of Utility Conflicts EST 1 $ 75.U00.00 $ 75,000.00 A159 Potholing ' EST 1 $ 15,000.00 $ 15,000.00 A160 Pitrun Sand CY 5,400 A161 Provide and Install Conduit, 4" LF 8,900 A162 Provide and install Vault, 4'x4'x4' EA 7 A163 30854 PHS New Lumber U/G Service Conversion LS 1 A �� 30640 PHS Demers & Granger U/G Service LS 1 Conversion A165 30504 PHS Zaren Sayer U/G Service Conversion LS 9 A166 30420 PHS Barriga Llena U/G Service Conversion LS 1 A167 30406 / 30408 PHS U/G Service Conversion LS 1 A168 30402 PHS A! Holtz U/G Service Conversion LS 1 A169 30390 PHS Norman Kim CPA U/G Service LS 1 Conversion A � � 29928 PHS Smart Start Daycare U/G Service LS 1 Conversion A171 30312 PHS Billboard U/G Service Conversion LS 1 A��2 30423 PHS Federal Way Used Cars U/G Service LS 1 Conversion A173 30509 PHS Jiffy Lube U/G Service Conversion LS 1 A174 30333 PHS Billboard U1G Service Conversion LS 1 A175 30833 PHS Valet Cteaners U/G Service Conversion LS 1 A176 30845 PHS Hair Shop NW U/G Service Conversion LS 1 A ��� 30835 PHS Novedades Durango U/G Service LS '! Conversion A178 31003 PHS Family Dental U/G Service Conve�sion LS 1 City of Federal Way Pac�c Highway South Addendum No. 2 HOV Lanes Phase IV 31 May 10 , 2010 SCHEDULE A - ROADWAY IMPROVEMENTS All u�it prices in Bid Schedule A shall include applicable sales tax. ITEM TEM DESCRIPTION UNIT APPROX. UNIT PRICE �MOUNT NO. NIT PRICE IN WORDS QUANTITY DOLLARS CENTS DOLLARS CENTS A179 Misc. Service Conversion EST 1 $ 10,000.00 $ 10,000.00 A180 Excavation for Retraining PSE Conduit EST 1 $ 20,000.00 $ 20,000.00 A181 Adjust Valve Box EA 15 A� 82 Adjust Existing Sewer Manhole to Grade, ExisGng � 5 Cone A183 Adjust Existing Sewer Manhole to Grade„ New Cone EA 4 A184 Raise Manhole LF 16 ` A185 Adjust FDC LS 1 A186 Bollard EA 2 A187 Minor Change CALC 1 $ 1.00 $ 1.00 TOTAL SCHEDULE A (bid items include sales tax) City of Federal Way Pacific Highway South Addendum No. 2 HOV Lanes Phase IV 32 May 10 , 2010 , ' ' ' ' ' ' i� ' ' ' ' , , ' ' ' I� � ' SCHEDULE B- LAKEHAVEN WATER AND SEWER Afi unit rices in Bid Schedule B shall not include a licable sales tax. ' NO. UNIT PRICE IN WORDS UNIT QUAN OTY DOLLARS CENTS DOLLARS CENTS 61 Mobifization LS 1 62 Flaggers and Spotters HRS 480 83 Remove Exis6ng Water Main tF 1,750 B4 Remove Existing 2-inch GI Water Main LF 780 BS Remove Existing AC Water Main LF 3,975 86 Remove 8-inch Force Main, incl. Casing LS 1 87 Salvage Existing Hydrant EA 3 68 Salvage E�sting Meter EA 14 69 Shonng or extra Excavation Class B LS 1 B10 Structure Excavation Class B Incl. Haul CY 3,110 B � � Adjust Exis6ng Sewer Manhole to Grade, Existing EA 6 Cone 612 Adjust Existing Sewer Manhole to Grade, New Cone EA 2 813 Raise Manhole LF 5 614 Ductile iron Pipe for Water Main 81n. Diam. LF 300 615 Ductile Iron Pipe for Water Main 12 In. Diam. LF 3,590 616 Connect to Existing Water Main 8 In. Diam. EA 6 B17 Connect to Existing Water Main 12 In. Diam. EA 11 618 Bank Run Gravel For Trench Bac�ll TN 2,400 B19 Additional Cast Iron Fittings LB 2,500 620 Relocate Existing SDCVA LS 1 B21 Gate Valve, 8 Inch EA 8 622 Gate Valve, 12 lnch EA 20 B23 Adjust Water Valve Box EA 7 624 Hydrant Assembly - All New EA 4 625 Hydrant Assembly - Relocate Hydrant EA 5 626 Service Connections 2 in. Diam LF 370 City of Federal Way Pacfic Highway South HOV Lanes Phase IV 33 Addendum No. 2 May 10, 2010 0 SCHEDULE B- LAKEHAVEN WATER AND SEWER All unit prices in Bid Schedule B shall not include appiicable sales tax ITEM ITEM DESCRIPTION UNIT APPROX. UNIT PRICE AMOU NO. UNIT PRICE IN WORDS QUANTITY DOLLARS CENTS DOLLARS 627 5!8" Water Meter B28 1" Water Meter 829 1.5" Water Meter 830 Resolution of Utility Conflicts 631 Minor Change EA 7 EA 4 EA 4 EST 1 $ CALC 1 $ SUBTOTAL SCHEDULE B SALES TAX (9.5%) TOTAL SCHEDULE B 15,000.00 $ 15,000.00 1.00 $ 1.00 City of Federal Way Pacific Highway South Addendum No. 2 HOV l.anes Phase Iv 34 May 10, 2010 All unit NJ�UNIT PRlCE IN WO C1 Install Conduit 3" C2 I�stall Vault 30"x30" C3 I�stall Vault 253 TA C4 Minor Change SCHEDULE C - COMCAST UNDERGROUNDING ices in Bid Schedule C shall include applicable sales tax. UNIT QUANOTY DOLLARS CENTS DOLLARS CENTS LF 8,900 EA 10 EA 6 CALC 1 $ 1.00 $ 1.00 (bid items include sales City of Federal Way Pacific Highway South Addendum No. 2 HOV Lanes Phase IV 35 May 10 , 2U10 SCHEDULE D-PSE UNDERGROUNDING All unit prices in Bid Schedule D shall include ap� 1 N0. UNIT PR CERN WOROS UNIT QUANOT D1 lnstall Conduit 2" LF 900 D2 Install Conduit 4" LF 10,600 03 Install Conduit 6" LF 13,600 Install Fiberglass Secondary HH 17"x30"x18" MID � 7664500 � z Install Concrete Secondary HH 2'8"x3'8"x3' MID DS �� EA 1 Install Minipad Transformer Vault 36"x42"x38" MID � 7663001 EA 5 Install Minipad Transformer Vauk 48"x48"x38" MID �� 7663002 EA 3 Install 3 phase Transformer Vault 4'8"x4'8"x3'6" MID D8 �� EA 4 D9 Install PuII vault 5'11"x11'4"x5'0"" Mid# 7906630 EA 4 D10 Install 575 Adj Pull vault 4'8"x7'x5'8" MID 7663206 EA 15 D11 Install Switch Vault 5'11"x11'4"x8'2" Mid# 7906902 EA 4 D12 Minor Change CALC 1 TOTAL SCHEDULE (bid items include sales ta �ble sales tax. UNIT PRICE AMOUNT DOLLARS CENTS DOLLARS CENTS $ 1.00 � $ 1.00 City of Federal Way Pac�c Highway South Addendum No. 2 HOV �anes Phase Iv 36 May 10, 2010 All unit fEM ITEM DESCRIPTION NO. UNIT PRICE IN WORDS E1 Instail Conduit 4" E2 Install 467 Manhole E3 lnstall 5106 Manhole E4 Install Handhole 264TA ES Install Pedestal E6 Minor Change SCHE�ULE E - QWEST UNDERGROUNDING es in Bid Schedule E shall include applicable sales tax. U�N� APPROX. UNIT PRICE DOLLARS CENTS LF EA EA EA EA CALC 17,800 2 4 11 4 1 {bid items include sales tax) $ 1.00�$ 1.00 City of Federal Way Pacific Highway South Addendum No. 2 HOV tanes Phase IV 37 May 10 , 2010 � �rm��, cxzaoE g �vor PaNr � AL7ERNA7E 4.5'-14' S.5' 0.5' SECTIONS 1.2,3 gpEW/W( PLANiER 14' HOV LANE 11' THRU LAt� 12' iHRU UNE WHERE ST GUTTER � ON PUNS REFERENCE fOR , � e � CURB PROf1LES � J�� � .- •>•... .. � • 3:1 IIAX TO MATCH EbSiING IXCEPT WHERE INDICAIED ON PLANS PROFlIE, GRADE k PlVOT POINT 8' S.5' p.5' SI�WALK PlAN1EJt 14' HOV LANE 11' 1HRU tAtdE 1Y THRU LANE 0'-12' YdiERE ST GUT7ER LEFT NRN LANE SHOWN U—IURN LANE ON PIANS REfERENCE FOR � l . ?X . . 1 CURB PROFlLES ^ � • 3: i MAX TO MATqi EXISIING fXCEPT WHERE iNDICAIED ON PU1�IS carsmucnoN � 4'-16' AIEDIAN \ ' 14 0'-12' 12' 1HRU LANE 11' THRU TANE 14' HOV LANE IEFT TURN LANE U—TURN LANE EAST GUTiER REFERENCE FOR CU�B �F�E$ � NOiE 9 I 44' NADTH E7(IS11NG 1' ACP OVER 0.75' REINFORCED CENTERED ON CONSIRUCTION (�N7ERl1NE TYPICAL SECTION A APPROX STA 1+48 TO STA 11+00 APPROX STA 20+00 TO 24+00 Ni5 � � 5 2 NOTE 9 44' WIDiH D(ISTING 1' ACP OVQt 0.75' REINFORq CENTERED ON CONSTRUCiI�! CENIERUNE TYPICAL SECTION 6 APPROX STA 11+00 TO STA 20+00 NT5 uoou�aa e�oac wau s� wnu o��v�s. sH� � CONSTRUC710N � 1 ALTERNATE SECTION 1 WALL10&16 NTS �. , a� , m , ��. ALTERNATE SECTION 2 WALL 2, 3. 6. 5. 7. 11. 12, 17 NTS NOIE 9 EAST GUTTER REFERENCE FINt CURB PROFlLES NOTE 9 4' BLACK �RNYL COATED CHAIN L1NK FENCE WHERE SFIOWN ON P •••" S1RUCiURAI EAR1H WAI.I �E WALL DETAILS, SHEEI ALTERNATE SECTION 3 WALL 2, 4, 9 NTS q�'� Approved By ��� ��, � IONS ADDENDUM NQ 2 F �`° °"'° �� °� CONTRACT ���� �� �� EOeY �� � Federal Way ���Av�N 25� JeA�sO�� DOCUMENT �ccn ov,o $¢�tle.WA98109 Tdtpna,WA98902 PROJECTWVNGER MlE OMNNeY MTE wo ae�m (206128G1640 (253)627-0110 PROJECTENGNiBA wre c�cueoer wre waw.l�g.can 4' BLAGC NNYL COAiED qiAIN LWK FENCE WHQtE SHOWN �1 t" ..." uoouwt a�oac waLL � wnLL oEra�s, sH�i 5.5' PLANIER WHERE ON PLJWS 0.5 PLANiQt �� PoJWS TYPICAL SECTION NOTES � 1. SUBGRAOE PREPARATION SHALL BEIN ACCORDANCE WI1H SECTION 8'-8.5' ALIERNATE 2_O6 OF iME STANDARD SPEqFlCAiIONS SIDEIMALI( C710NS 2,3 2 ADDIiIONAI FlLL NAIERIAI REWIRED FOR CONSIRUC110N �iALL BE APPROVED (�2AVEL BORROW WHEN REWIREO BY ENqNFIIt. F�L �• UAIERIAL SHALL BE COAIPACIED TO 95X IAO�FlED PROCTOR DENSITY. � 2x 3` 3. EMBANKUENTS SHALL � CONS7RUCTED PER SEC710N 2-03 UF 1HE . , ,, �7 M � STANDARD SPECIFlCATIONS - . 4. IF UNSUITABLE FOUf�AiION IS ENCWNiERED, THE CAN7RACTOR SHALL CAREfIN.LY OVER IXCAVAIE TO A MAXIMINA DEP7H OF 1' /WD � 71 4 �� �T� �AVEL BORROW OR AS DIRECiED BY 7HE ENqMEER. t°J 1 9 5. WHERE EXISTWG EDGE � PA4EUENT IS LESS iHAN 2' FR�A � PROPOSED q1TTER PAN. CONTRACTOR SHALL SAWq1T AND REGOVE PAYEMENT AS RE�INRED TO PROVIDE 2' MINNAUN q.EARANCE. 6. ACCESS TO ADJA(�fdT PROPERiY IAUST BE MAINTAMMdED AT ALL TIIAES UNLfSS PRIOR ARRANf�MENTS HAVE BEEN MADE AND APPROVEO BY TF� ENqNEER. 7_ HNA OVERLAY VAR�S IN DEPTH. ACNAL DEPTH k CROSS SLOPE IS COMTROLLED fR01Y1 PROF�.E � SYIPERELEVADON GRADE ELEVATION 910WN W PAVIWC PROFILE ►AATCH EXIS7ING ELEVAiIONS AT AREAS TO BE 71ED WTQ 8. EPDXY ADHESIVE ANCHORIN6 IIETHOD SHALL BE USED 70 ANCHOR � IXTRUDED WRB. 8'-8.5' ALTERNATE 9. THERE IS AN EXISTING 8� TO 10' WIDE. 0.5' DEEP PCCP CONCREiE s�wux s�cnow z sf+ou� eENEaTM i ' ACP BETN�EEN STATIONS 1+48 AND 18+00 (APPROX). RE1104E PCCP WFIERE ENCOUNIERED k PLACE Ac COMPACT GRAVEL BORROW TO SUBGRADE EI.EVAlION. 2X ' F ' °a c � � ,N P� 33070 ��.� 2 �.ti �. PACIFIC HiGHWAY SOUTH HOV LANES PHASE IV ROADWAY SECTIONS SCALE H: "�" V� N/A SHT �s OF 2OO ! � ALTFRNAiE B' S.S' 0.5' �C710N 5 SIDEWALK p�pNhR 14' HOV iANE NMERE ON PLANS T GUTIER '�� REfERENCE FOR � • � � CURB PROFU.ES �►N� � . • � 6 • +3:1 UAX TO AIAT(�i EXISIING IX(�PT WHERE WDICAIED �! PLANS. 11' THRU LANE , 12' iHRU UNE PROFlLE, GRADE k PIVOT POINT SEE ALTERNATE SECTIONS 8' S.5' 1,5,6 SIDEWALK PLANIER WHERf 3' M � P�LA�NS �` � ..a`!� ` . . • carsmucnar � � � u�a� 4' 8'-8.5' SECTION 2, 4'-12' MEDIAN 12' 1HRU LANE 11' iHRU LANE 14' HOV LANE 0 . 5 PLANTER SI�WALK SHEET 16 14 + EAST GUT7ER �� � 1D CURB PROF�ES ON PLANS `2Z 'r��� :1 4:7 ��II 15 . ii ii ,..;..,..>r.>. �. 1' ACP OVER 0.75 REI�ORCED PCCP TYPICAL SECTION C APPROX STA 24+00 TO STA 29+63 N7$ CONSiRUCiION � I 12' MEDIAN OR 1FfT iURN U 4: PROFlLE. GRADE k PIVOT POINT - vu�s i2'-�s' 11' 7HRU UI� 12' 7HRU LANE 0'-12' T � L£FT iURN LANE I U-NRN IANE WEST GUTTER REFERENCE Fat CURB PROFILES SEE 8' ALIERNAIE SIDEWALK SECTION 7 ,, . f • 3:1 IAAX TO MATCH EXISIING EXCEPT WFiERE INDICATED ON PLANS. 4� BUCK NNYL COA1fD CHAIN UPN '•..•,•' AIODUTAR BLOqC WAIL SEE WALL DETAILS. SFiE ra. � wre I av I wim. 44' WIDTH EXISTtNG 1' ACP OVER 0.75' RONFORCED PtxP TYPICAL SECTION D APPROX STA 29+63 TO STA 40+35 NTS 4' BLACK NNYL COATED CHAIN UNK fENCE --\ EXTRUDED (YlRB PARKlNG LOT STRUCNRAL EARiH WALL SEE WALL DETAIIS, SHEET � S' BENCH SIRUCTURAL EARTH WALL SEE WALL DETAILS, SHEET EAST WTTER RffEREN(� FOR WRB PROFILES 0.5' 4 � PLANTER WHERE OA1 PLAWS TYPICAL SECTION NOTES i. sue�a� �Pauna+ sHnu eE iN nccoROaNCE w�tH sECnora 2-06 � iHE STANDARD SPEqFlCAiIONS. 2. ADDITWNAL FlLL MATERIAL REWIRFD FOR CONSTRUCTION SHALL 8E APPROVED GRAVEL BORROW WHEN REQUIREO BY ENqNffR. FNL AIAIERIAL SHALL BE COAIPACTEO TO 95x MODIflm PROCTOR DENSIIY. 3. EIABANKIAENTS SHALL BE CONSTRUCTED PER SECTION 2-03 OF THE STANOARD �ECIFlCA110NS. 4. � tMSUiTABLE FOUNDA710N IS ENCOl1NiERED, THE CONTRACTOR SHALL CAREFULLY OVER EXCAVATE TO A YAXIMUM OEP1H OF 1� AND REPIACE WIiH GRAV0. BORROW OR AS DIRECIID BY 1HE ENqNEF3t. 5. WNERE fJOSTING EDGE OF PA�EMEN7 iS LESS iHAN 7 FROM PROPOSED WTiER PAN. CONTRACTOR �IAI.L SAWGJT AND REIAOVE PAVEMtENT AS REQIHRED TO PROVIDE 2' MINN�IUM CLEARANCE. 6. AI;CESS TO ADJACENT PR�ERTY AIUST BE MAINTAYJED AT ALL iIIAES UNLESS PRIOR ARRANGEMENTS HAVE BEEN IAADE IWD APPROVED 8Y 1HE ENqNEER. 7. HMA OVERUY VARIES IN DEPiH. ACiUAI DEP1H dc CROSS SL�E IS CON1Rq1ED FROM PROFlLE dc SUPERELEVAl10N GRADE ELEVATION SHOWN IN PANNG PROFILE. MATCH EXISIING ELEVATIONS AT AREAS 70 BE iIED INTO. 8. EPDXY AOHE�VE ANCHORING YE7HOD SHALL BE USED TO AN�iOR D(1RUDED CURB. 22' HANatAIL .- 4' BUCK VINYL COAiED �W 1RAFf7C BARRIER CHAIN L1NK fENCE SEE DETAIIS, SHEET 130 � STRUCMtAL EAR1H WALL SEE WALL DETA1l.S, 91EET 129 . ... ALTERNATE SECTION 4 ALTERNATE SECTION 5 ALTERNATE SECTION 6 WALL 73 (�STA 24+71 TO 26+78) WALL 14 (�STA 27+40 TO 29+98) WALL 14 («STA 29+96 TO 35+88) NTS NTS NTS ^�°Ng Approved By �,�_� Kp '�'r ONS ADDENWM NQ 2 FLDiY1E ` �" °`'° �� �� CONTRACT �� �� �� �� Federal Way 7��A�N�Z`�J�O�A� DOCUMENT KcP ow+o Se�IC,WA98109 TaCan�.WA98�1 rao�crwvwcFn wrE onnnHer onr� (211fi)28fr1610 (253�627-W211 vao.�crE«cn�x o,.� r,�i��c�oev w� vmw.l�g.run ALTERNATE SECTION 7 WALL 15 NTS PACIFIC HIGHWAY SOUTH HOV LANES PHASE IV MATERIAL CODE Q MATERIALS DESCRIPTIOM 1 2� HMA CL �' PG 64-22 FOR OVERLAY 2 5" HMA CL 1' P6 64-22 PLACE IN 2.5� UFTS 3 18' CEUENT CONC IRAFFlC CURB 8 GUTIER (COFW STD DETAII 3-4, SEE SPECIFICAIIONS) 4 4' CEMENT CONCRETE SIDEWAIK (8' CEIAENT CONCRETE DRIVEWAY ENTRANCE) 5 EXISi1NG PAVEMENT, 1.0' ACP OVER 0.75' REINFORCED PCC PANELS. RPCC PANELS 22' LT TO 22' RT, iYP 6 COIAPACiED SUBGRADE 7 GRIND PAVEUENT AS REQUIRED THEN PLACE 2' HMA CL �' PG 64-22 FOR PRELEVEL B GRAVEL BORROW (WHEN REWIRED BY ENqNEER 9 4' CSBC 70 EX7NUDED WR8 7YPE 6 {WSDpT STD PLAN f-10.42-00) 71 SEE IANDSCAPE PUNS FOR 1REAl1AENT OF PLANTER AREAS 12 4' TOPSqI TYPf A, SEE LANDSCAPE PLANS 13 6' CSBC 14 8' TOPSqL 7YPE A 15 SAWCUT 6 N c Z .� ,N 9� 33070 �� ��� ��� ROADWAY SECTIONS SCALE H� w" V' N/A SHT �7 OF 2OO , a y� �,.' i �'�i� � ��, ��� i � ~�` � � � ���"� iiW � ..�i' >"``s�� a�> Z , �. �`.�.� � , r: , w �..�� .�, . , .��� . .a, �� :�.� �� . �,.. �. � .� �.<,'� .,,� ,,.> _.� w �' y" �' BID AND CONTRACT DOCUMENTS AND SPECIFICATIONS FOR Pacific Highway South HOV Lanes Phase IV South 312th Street to Dash Point Road STPUL 1013(004) RFB # 10-103 Bids Accepted Until 10:00 a.m., Tuesday, May 11, Z010 Bids Opened 10:10 a.m., Tuesday, May 11, 2010 AT: City of Federal Way Hylebos Room in Federal Way City Hall �� � 33325 Eighth Avenue South o wAs Federal Way, WA 98003 ��" ;� Prepared By: � � � KPG 753 9th Avenue North Seattle, WA 98109 30�0 4 s; �sr�n� G�ta��' � ��rAC �N � � . � � VOLUME 1 � .� � � � TABLE OF CONTENTS PAGE PUBLIC NOTICE — REQUEST FOR BIDS .......................................................................1 BIDDER'S CHECKLIST .................................................................................................5 SECTION 1: INSTRUCTIONS TO BIDDERS ...................................................................7 SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS .............................15 NO BID RESPONSE FORM (Attachment A) ................................................................21 BIDPORM (Attachment B) ........................................................................................23 BIDSCHEDULE (Attachment C) ................................................................................25 BID SIGNATURE PAGE (Attachment D) .....................................................................38 BID BOND FORM (Attachment E) ..............................................................................40 SUBCONTRACTOR LIST (Attachment F) ....................................................................42 COMBINED AFFIDAVIT AND CERTIFICATION FORM (Attachment G) .......................44 CONTRACTOR'S COMPLIANCE STATEMENT (Attachment H) .....................................46 DISADVANTAGED BUSINESS UTILIZATION CERTIFICATION (Attachment I) ..........48 PUBLIC WORKS CONTRACT (Attachment �) ..................................................:..........50 (with Exhibits A-H and Appendixes as attached) Exhibit A Exhibit B Exhibit C Exhibit D Exhibit E Exhibit F Exhibit G Exhibit H I� I� 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 RFB # 10-103 Pacific Highway South HOV Lanes Phase IV RFB Ver. 1-08 South 312th Street to Dash Point Road Page i Apri12010 TABLE OF CONTENTS (Cont'd) VOLUME 2 PAGE FHWA 1273 (Appendix A) ....................................................................SALMON PAGES PREVAILING WAGES AND BENEFIT CODE KEY (Appendix B) ................... PINK PAGES KING COUNTY METRO TRANSIT STANDARDS (Appendix C) .................. WHITE PAGES WSDOT STANDARD PLANS (Appendix D) ............................................... WHITE PAGES FEDERAL WAY STANDARD DETAILS (Appendix E) ................................. WHITE PAGES LAKEHAVEN UTILITY DISTRICT SPECIAL PROVISION (Appendix F) ........ BLUE PAGES LAKEHAVEN UTILITY DISTRICT WATERLINE STANDARDS (Appendix G)WHITE PAGES PUGET SOUND ENERGY CONSTRUCTtON STANDARDS (Appendix H) .... WHITE PAGES GEOTECHNICAL BORING LOGS (Appendix I) .......................................YELLOW PAGES CONSTRUCTION STORM WATER GENERAL PERMIT (Appendix ]) ......... WHITE PAGES HYDRAULIC PRO)EGT APPROVAL (Appendix K) ...........:........................ WHITE PAGES City of Federal Way Pacific Highway South HOV Lanes Phase IV South 312th Street to Dash Point Road Page ii RFB # 10-103 RFB Ver. 1-08 � Apri12010 � � I� I '� I � CITY OF FEDERAL WAY REQUEST FOR BIDS Pacific Hiahway South HOV Lanes Phase IV - South 312th Street to Dash Point Road RFB # 10-103 SUBMITTAL OF SEALED BIDS: Notice is hereby given that the City of Federal Way, Washington, will receive sealed bids through Tuesday, May 11, 2010, until 10:00 a.m., at the Purchasing Office, City Hall, 33325 gtn Avenue South, Federal Way, Washington 98003, or by US Mail at City of Federal Way, Purchasing Office, PO Box 9718, Federal Way, Washington 98063-9718. Proposals received after 10:00 a.m. on said date will not be considered. BID OPENING• . All bids will be opened anri read publicly aloud at 10:10 a.m. on Tuesday, May li, 2010, at•the Hylebos Room in Federal Way City Hall, 33325 8�' Avenue South, Federal Way, Washington, for this RFB. All bid proposals shall be accompanied by a bid deposit by a cashier's or certified check, or Bid Bond in an amount equal to five percent (5%) of the amount of such bid proposal. Should the successful bidder 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 Pacific Highway South from South 312 Street to Dash Point Road includes new asphalt concrete pavement, curb & gutters, sidewalks, median construction, drainage improvements, structural retaining walls, utility undergrounding, traffic signals and interconnect, illumination, landscaping and other work. , The Contractor shall complete all work within 340 working days. The bidder is urged to check the plans and contract provisions carefully. All bid proposals shall be in accordance with the Instructions to Bidders and all other contract documents now on file in the Purchasing Office of the City of Federal Way. Bid documents may be obtained from the Purchasing Department at (253) 835-2526. Any questions concerning the description of the work contained in the contract documents must be directed to Brian Roberts, P.E., Street Systems Project Engineer, by facsimile at (253) 835-2709, or by letter addressed to Brian Roberts, P.E., Street Systems Project Engineer, prior to bid opening date. � PURCHASE OF BID DOCUMENTS: Bidders may purchase copies of the Bidding Documents (half-size plans) in person, or by mailing a Twenty-Five and no/100 Dollars ($25.00) (non-refundable) check or cashiers' check payable to the City of Federal Way, 33325 8�' Avenue South, PO Box 9718, Federal Way, WA 98063-9718, phone (253) 835-2526. If purchasing by mail, please indicate your request for City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase IV RFB Ver. 1-08 Sout� 312th Street to Dash Point Road Page 1 Apri12010 � Bidding Documents for RFB # 10-103, Pacific Highway South HOV Lanes Phase IV - South 312th Street to Dash Point Road. Informational copies of maps, plans, and specifications are available for review at the Public Works Department, Federal Way City Hall, 33325 8 Avenue South, Federal Way, Washington. Bidding Documents are also available for review at the following Plan Centers: Seattle Daily Journal of Commerce, Attn: Plancenter.com, 83 Columbia St, Suite 200, Seattle, WA 98104 McGraw Hill, 200 SW Michigan St, Suite 100A, Seattle, WA 98106 McGraw-Hill Construction Plan Center, 3600 Port of Tacoma Rd. #209, Tacoma, WA 98424 Valley Plan Center, 10002 Aurora Avenue North, #36, PMB 334, Seattle, WA 98133 Reed Construction Data, 30 Technology Parkway South, Suite 500, Norcross, GA 30092 Builders Exchange of Washington, 2607 Wetmore Avenue, Everett, WA 98201 Daily Journal of Commerce Plan Center, 921 SW Washington St, Suite 210, Portland, OR 97205 Contractor Plan Center, 14625 SE 82" Drive, Clackamas, OR 97015 Contractor's Resource Center, 2301 So Jackson Street, Suite 1016, Seattle, WA 98144 The City, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49 C.F.R., Department of Transportation; Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally-assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 23 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. The City encourages minority and women- owned firms to submit bids consistent with the City's policy to insure that such firms are afforded the maximum practicable opportunity to compete for and obtain public contracts. The Contractor will be required to comply with all local, State, and Federal laws and regulations pertaining to equal employment opportunities. The City anticipates awarding this project to the successful bidder and intends to give Notice to Proceed as soon as the Contract and all required associated documents are executed in full. . However, regardless of the date of award, or Notice to Proceed, the Contractor must complete all work under this project within 340 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 10"' day of April, 2010. � � � � �' . � � � � City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase N RFB Ver. 1-08 I South 312th Street to Dash Point Road Page 2 Apri12010 �' � � � Dates of Publication: Daily Journal of Commerce: April 10, 2010 Aprii 17, 2010 Federal Way Mirror: April 14, 2010 April 21, 2010 � ,� City of Federal Way Pacific Highway South HOV Lanes Phase IV South 312th Street to Dash Point Road Page 3 RFB # 10-103 RFB Ver. 1-08 Apri12010 City of Federal Way Pacific Highway South HOV Lanes Phase IV South 312th Street to Dash Point Road Page 4 RFB # 10-103 RFB Ver. 1-08 Apri12010 ' ' � ' ' ' ' ' ' ' ' 1 ' ' ' ' ' The bidder shafl pr�vide a copy of Contractor's current state unified business identifier number and, as applicable, an employment security department nurnber and state excise tax registration number. . _ - - ---- ' City of Federal Way � Facific Highway 5outh riu"v Lanes Phase Iti Soutn 312th Street to Dash Poin� Road aae 9 Bidder's Checklist P3ge � x�B # io-�a3 RFB Ver. 1-08 April ZO10 BI�DEit'S CHE�KE.IST The bidder's attention is especiaify calfed to the foliowing forms, which must be executed in fuli as required and submitted as part of the bid. Failure to c�mply shall result in rejection of any bid nat so complying. � [✓� Bid Form (A�*�.aehment 6) The Bid Form shall be completed and fully executed, incfuding filling in the total bid amount. � [� Bid Sehedufe {A�achmen� C) The unit prices shalf be set forth in the space provided. � [•� Bid Sianatua�e Pacte (Attaci�ment D} The Bid Signature Page shall be filfed 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 shal( not be less than five percent (5%) of the total bid amount and shall be shown in both words and figures. �� � Subc�ntractor List (A�achrnent F) The Subcontractor �ist shall be filled in by the bidder. (This sectian may/may not apply) Cambined Affii�avit and Certi�ication Form (at`�achment G� _ _ This farm must be subscribed to and sworn before a Notary Public and notarized. J Q� Conta�act�r's Comoliance St.�ternent (l��a�hment H) The Contractor's Compliance Statement shall be filled in and fully executed by the bidder. �[� Disadvanta4e Business Enterorise Utilizativn� Cert�fication (A�achment I) This form must be filled in by the bidder. [� Cor�tcactor's Certificate of itegistration The bidder shall provide a copy of Contractor's current registration with the State of Washington. d[�' Cont�act�r's State Identification Numbers SUCCESSFUL BIDDER'S CHECKE�ST The following documents are to be executed and delivered to the City within ten (10) cafendar days after the Bid is awarded: ❑ Pubfic Works Contract (Attachment 7) ❑� U � � � The successful bidder will fuily execute and deliver to the City the Pacific Highway South HOV Lanes Phase N- South 312th Street to Dash Point Road Public Works Contract ("Contract'� from these Bid Documents. �ontractor's Retaina�e Aareement (Exhibit C) The successful bidder will fuliy execute and deliver to the City the Contractor's Retainage Agreement. Notice to Labor Unions or Other Emplovment Oraanizations Nondiscrimination in Em�tovment (Exhibit E) If this applies, the successful bidder will sign and post copies of this Notice in conspicuous places avai{able 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/PaKment Bond (Exhibit G) The successfui bidder will provide a fully executed Performance/Payment Bond as appropriate. Busi�ess License -- ---- The successfui bidder will provide a copy of a current Susiness License with the City of Federal Way. City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase N RFB Ver. 1-08 South 312th Street to Dash Point Road Page 6 Apri12010 Page 10 n......:.�,..� a_ n..:t,�..... C....L......... ..f 1A/A Inn Cnr � ,� !'`r.nrli+innc 4nrccmcnf ecc �nnAnei hv�ni� rnm _ AIUI�\/4 �IP�If1/ C(`a�P �. � � 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 Tuesday, May 11, 2010, to the Purchasing Office of the City of Federal Way (the "City'�, located on the second floor of City Hall, 33325 Eighth Avenue S, Federal Way, Washington, 98003, or received by US Mail at City of Federal Way, Purchasing Office, PO Box 9718, Federal Way, Washington 98063-9718 and will be publicly opened and read aloud in the Hylebos Room in Federal Way City Hall on Tuesday, May 11, 2010, 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 entiry, 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 RFB # 10-103 Pacific Highway South HOV Lanes Phase IV RFB Ver. 1-08 South 312th Street to Dash Point Road Page 7 Apri12010 1-5 Modification of Bid 1=6 1-7 A modification of a bid already received will be considered only if the modification is received prior to the time announced for bid opening. All modifications shall be made in writing, executed and submitted in the same form and manner as the original bid. Examination of Bid and Contract Documents — Bidder Responsibilities The submission of a bid shall constitute an acknowledgment upon which the City may rely that the bidder has thoroughly examined and is familiar with the bid and contract documents and has reviewed and inspected all applicable federal, state and local statutes, regulations, ordinances and resolutions dealing with or related to the equipment and/or services to be provided herein. The failure or neglect of a bidder to examine such documents, statutes, regulations, ordinances or resolutions shall in no way relieve the bidder from any obligations with respect to the bidder's bid or the contract documents. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any contract documents, statutes, regulations, ordinances or resolutions. Bidders shall visit delivery and service locations(s) as required. Bidders shall become familiar with and verify any environmental factors, which may impact current or future prices for this requirement. Interpretation of Bid and Contract Documents No oral interpretations will be made to any bidder as to the meaning of the bid or contract documents and no oral communications will be binding upon the City. Requests for an interpretation shall be made by facsimile, or by mail and delivered to the Purchasing Coordinator of the City at the address indicated in Section 1-1, at least ten (10) days before the date announced for opening the bids. Any interpretation deemed necessary by the City will be in the form of an addendurri to the bid documents and when issued will be sent as promptly as is practical to all parties to whom the bid documents have been issued, All such addenda shall become part of the bid. 1-8 Addenda Each bid shall include acknowledgment of receipt and review of all addenda issued during the bidding period on the Bid Form. 1-9 Bid Price The bid price shall include everything necessary for the completion of the contract including, but not limited to, furnishing all materials, equipment, tools, freight charges, facilities and all management, superintendence, labor and service, except as may be provided otherwise in the contract documents. All Washington State sales tax and all other government taxes, assessments and charges shall be included in the various Bid item prices as required by law. The offer shall remain in effect ninety (90) days after the bid opening. In the event of a discrepancy between a unit price and an extended amount and/or the total price, the unit price will govern and the extended amount and/or total price will be corrected accordingly. However, downward correction of a bid, which would displace the apparent low bidder, will only be permitted if the City of Federal Way RFB # 10-103 ^ Pacific Highway South HOV Lanes Phase N . RFB Ver. 1-08 South 312th Street to Dash Point Road Page 8 Apri12010 � 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-t1 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 bidders, none of the bidders are required bids. 1-14 Evaluation of Bids the City, there is reason to believe that collusion exists among bids of the participants in such collusion will be considered. All to submit the Affidavit of Non-Collusion (Attachment G) with their It is the intent of Gity 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 RFB # 10-103 Pacific Highway South HOV Lades Phase IV RFB Ver. 1-08 South 312th Street to Dash Point Road Page 9 Apri12010 1-15 Procedures When Only One Bid is Received In the event only a single responsive bid is received, the City reserves the right to conduct a price and/or cost analysis of such bid. The sole bidder shall provide such information, data and other documentation as deemed necessary by the City for such analysis. The City reserves the right to reject such bid. 1-16 Bid Documents Bidders are required to submit with the bid package the following: A. AttachmentA — No Bid Response Form, if applicable. B. Attachment B— Bid Form. C. Attachment C— Bid Schedule. D. Aftachment D— Bid Signature Page. E. Attachment E— Bid Bond Form. F. Attachment F— Subcontractor List. (May Not Apply) G. Attachment G— Combined Affidavit and Certification Form. H. Attachment H— Contractor's Compliance Statement. I. Attachmentl— Disadvantaged Business Utilization Certification. 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 City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase IV RFB Ver. 1-08 South 312th Street to Dash Point Road Page 12 Apri12010 � � � 2. That no gratuities in the form of entertainment, gifts or otherwise, were offered or given by the Contractor or any of its agents, employees or representatives, to any official, member or employee of the City or other governmental agency with a view toward securing this contract or securing favorable treatment with respect to the awarding or amending, or the making of any determination with respect to the performance of this contract. 1-18 Bid Security No bid will be considered unless accompanied by either a cashier's or certified check in an amount equal to five percent (5%) of the Total Bid Price as indicated on Attachment B, "Bid Form", or a bid bond in the form of Attachment E or a letter of credit for a like amount. The check or bond shall be payable to the City; it shall be forfeited as fixed and liquidated damages in case the bidder fails, neglects or refuses to enter into a contract for the faithful performance of said work (including the providing of any evidence of insurance and/or performance bond required herein), in the even� 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 cur�ent Authorized Insurance Company List in the Sate of Washington, published by the Office of the Insurance Commissioner. The scope of the Performance/Payment Bond (Exhibit G) shall in no way affect or alter the liabilities of the Contractor to the City under Section 8��Indemnification" of the Public Works Contract. � I � City of Federal Way Pacific Highway South HOV Lan�s Phase IV South 312th Street to Dash Point Road Page 13 RFB # 10-103 RFB Ver. 1-08 Apri12010 The City may require the surety company to appear and qualify itself upon the bond. If, at any time, the City determines in its sole judgment that the surety company is insufficient, the City may require the Contractor to furnish additional surety in form and arrangement satisfactory to the City and in an amount not exceeding that originally required. The Contractor shall submit a perFormance bond complying with the requirements of this paragraph within ten (10) days after the award is made. Payments will not be made on the Contract until sufficient surety as required is furnished. 1-20 Bid Dispute A. Any actual or prospective bidder, including sub-contractors and suppliers showing a substantial economic interest in this contract who is aggrieved in connection with the solicitation or award of this contract, may protest to the City in accordance with the procedures set forth herein. Protests based on the specifications or other terms in the contract documents, which are apparent prior to the date established for submittal of bids, shall be submitted not later than ten (10) calendar days prior to said date, or shall be deemed waived. All other protests shall be accepted only from actual bidders and shall be submitted within five (5) calendar days after the aggrieved person knows or should have known of the facts and circumstances upon which the protest is based; provided, however, that in no event shall a protest be considered if all bids are rejected or after the award of this contract. B. In order to be considered, a protest shall be in writing and shall include: (1) the name and address of the aggrieved person; (2) the RFB number and contract title under which the protest is submitted; (3) a detailed description of the specific grounds for protest and any supporting documentation; and (4) the specific ruling or relief requested. The written protest shall be addressed to: City of Federal Way . PO Box 9718 Federal Way, Washington 98063-9718 Attention: Bid Protest -- Pacific Hic1hway South HOV Lanes Phase N- South 312th Street to Dash Point Road, RFB # 10-103 C. Upon receipt of a written protest, the City will promptly consider the protest. The City may give notice of the protest and its basis to other persons, including bidders involved in or affected by the protest; such other persons may be given an opportunity to submit their views and relevant information. If the protest is not resolved by mutual agreement of the aggrieved person and the City, the City will promptly issue a decision in writing stating the reasons for the action taken and informing the aggrieved person of his or her right to appeal the decision to the City Manager or his or her designee. A copy of the decision shall be mailed (by certified mail, return receipt requested) or otherwise promptly furnished to the aggrieved person and any other interested parties who requested a copy of the decision. The decision will be considered final and conclusive unless appealed within five (5) calendar days after receipt of the decision to the City Manager or his or her designee. If the decision is appealed, then the subsequent determination of the City Manager or his or her designee shall issue within five (5) days of the City Manager's receipt of the appeal and shall be final and conclusive. City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase IV RFB Ver. 1-08 � South 312th Street to Dash Point Road Page 14 Apri12010 � � D. Failure to comply with these protest procedures will render a protest untimely or inadequate and shall resuit in rejection thereof by the City. SECTION 2• GENERAL CONTRACTUAL TERMS AND CONDITIONS 2-1 Administration This contract will be between the City and the Contractor who will be responsible for delivering all equipment and perForming all work and services described herein. The City is not party to defining the division of work between the Contractor and the Contractor's subcontractors, if any, and the specifications have not been written with this intent. The Contractor represents that it has or will obtain all personnel and equipment required to pertorm the services hereunder. Such personnel shall not be employees of the City. The Contractor's performance under this contract will be monitored and reviewed by Brian Roberts, P.E., Street Systems Project Engineer. Questions by the Contractor regarding interpretation of the terms, provisions and requirements of this contract shall be addressed to Brian Roberts, P.E., Street Systems Project Engineer, for response. � � � � i 2-2 Proof of Compliance with Contract In order that the City may determine whether the Contractor ha requirements of the contract documents, the Contractor shall, requested, submit to the City properly authenticated documents proofs as to the Contractor's compliance with such requirements. 2-3 Contract Documents and Precedence s complied with the at any time when or other satisfactory The documents embodying the legally binding obligations between the City and the Contractor for completion of the work consist of the following: The City's Request for Bid, Bid Form, Bid Signature Page, Instructions to Bidders, Bid Bond, Pacific Highway South HOV Lanes Phase IV - South 312th Street to Dash Point Road Contract, General Contractual Terms and Conditions, Contractor's Compliance Statement, Combined Affidavit and Certification Form, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Contractor's Retainage Agreement attached as Exhibit C, Retainage Bond to City of Federal Way attached as Exhibit D, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit E, Certificate(s) of Insurance Form attached hereto as Exhibit F, PerFormance / Payment Bond attached hereto as Exhibit G, Title VI Assurances attached as Exhibit H, 2008 WSDOT / APWA Standard Specifications for Road, Bridge and Municipal Construction, Amendments to the Standard Specifications, contract Special Provisions, FHWA 1273 attached as Appendix A, current Prevailing Wage Rates attached as Appendix B, King County Metro Transit Standards attached as Appendix C, WSDOT Standard Plans attached as Appendix D, Federal Way Standard Details attached as Appendix E, Lakehaven Utility District Water Special Provisions attached as Appendix F, Lakehaven Utility District Water Line Standards City of Federal Way RFB # 10-103 � Pacific Highway South HOV Lanes Phase IV RFB Ver. 1-08 South 312th Street to Dash Point Road Page 15 Apri12010 attached as Appendix G, Puget Sound Energy Construction Standards attached as Appendix H, Geotechnical Boring Logs attached as Appendix I, Construction Storm Water General Permit attached as Appendix ], Hydraulic Project Approval attached as Appendix K, and all other Appendices attached hereto and incorporated by this reference, (collectively the "Contract Documents'�.The contract documents are intended to be complementary so that what is required by any one of them shall be as binding as if called for by all of them. In the event of any conflicting provisions or requirements within the several parts of the contract documents, the City will issue an interpretation regarding the controlling provision, which interpretation shall be binding. 2-4 2-5 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 eity from the Contractor or its surety. . Change Orders The City may, at any time, without notice to the sureties, by written order designated or indicated to be a change order, make any change in the specifications within the scope of this contract. Oral orders will not be binding on the City unless confirmed in writing by the City. Except as provided herein, no order, statement, or conduct of the City will be treated as a change hereunder or will entitle the Contractor to an equitable adjustment. If any change hereunder causes an increase or decrease in the Contractor's cost of, or time required for, the performance or any part of the work under this contract, an equitable adjustment will be made and the contract modified in writing accordingly.. However, no claim will be allowed for any costs�incurred more than five (5) days before the Contractor gives written notice as required. If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall, within five (5) days after receipt of a written change order form from the City or after giving the City the written notice required above, as the case may be, submit to the City a written statement setting forth the general nature and monetary extent of such claim; provided the City, in its sole discretion, may extend such five (5) day submittal period upon request by the Contractor. The Contractor shall supply such supporting documents and analysis for the claims as the City may require to determine if the claims and costs have merit. 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 City of Federal Way RFB # 10-103 Pacific Highway South HOV Lane's Phase IV RFB Ver. 1-08 South 312th Street to Dash Point Road Page 16 April 2010 � � � 2-7 � � 2-8 � rt 2-9 � � L � L� � reviewed if appropriate. The value of the omitted work, services and materials will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. Washington State Sales Tax The Contractor shall make payment directly to the State for all applicable Washington State sales taxes and all other governmental taxes, assessments and charges. Shipping Charges All prices shall include freight. Requests for additional compensation for freight charges will be rejected by the City. Warranty All matei�ials 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 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-li Legal Relations The Contractor shall comply with all of the City's resolutions and regulations applicable under this contract and with any local, 5tate 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 specifcally 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 City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase IV RFB Ver. 1-08 South 312th Street to Dash Point Road Page 17 Apri12010 brought in King County Superior Court, which shall have sole and exclusive jurisdiction and venue. 2-13 Hazardous Chemical Communication In order to comply with WAC 296-62-054, Hazard Communication, the Contractor shall submit with each shipment a Material Safety Data Sheet (MSDS) for all products containing any toxic products that may be harmful to the end user. The MSDS Sheet is to accompany the toxic product(s) to the specified delivery sites. Include the 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 J, Public Works Contract, to compensate for any damages caused by such delay. The City may deduct from any payment owing to the Contractor, any liquidated damages, which may be incurred by the Contractor pursuant to this paragraph. 2-15 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. City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase N RFB Ver. 1-08 South 312th Street to Dash Point Road Page 18 Apri12010 � � The Contractor agrees that the ownership of any plans, drawings, designs, specifications, computer programs, technical reports, operating manuals, calculations, notes and other work submitted or which is specified to be delivered under this contract, � whether or not complete (referred to in this subsection as °Subject Data'�, shall be vested in the City or such other local, state or federal agency, if any, as may be provided by separate contract with the City. . All such Subject Data furnished by the Contractor pursuant to this contract, other than documer�ts 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 Cit�r, shall be paid by the Contractor. The Contractor and the Contractor's sureties shall, at their own cost, defend, indemnify and hold the City, together with its officers and employees, �harmless against any and all demands made for such fees, �royalties or claims brought or made by the holder of any invention or patent. Before final payment is made on the account of this contract, the Contractor shall, if requested by the City, furnish acceptable proof of a proper release of the City, its officers, agents and employees from all such fees or claims. Should the Contractor, its agent, servants or employees, or any of them be enjoined � from furnishing or using any invention, article, material, computer programs or equipment supplied or required to be supplied or used under the contract, the Contractor shall promptly substitute other articles, , materials, computer programs or � equipment in lieu thereof of equal efFiciency, quality, finish, suitability and market value, and satisfactory in all respects to the City. � 2-18 Disputes, Claims and Appeals Questions or claims regarding meaning and intent of the contract or arising from this � contract, shall be referred by the Contractor in writing to the Purchasing Coordinator for decision within five (5) days of the date in which the Contractor knows or should know of the question or claim. The Purchasing Coordinator will ordinarily respond to the � Contractor in writing with a decision, but absent such written response, the question or claim shall be deemed denied upon the tenth (10 day following receipt by the Purchasing Coordinator. � In the event the Contractor disagrees with any determination or decision of the Purchasing Coordinator, the Contractor shall, within fifteen (15) days of the date of such � , City of Federal Way RFB # 10-103 Pacific Highway South HO'V Lanes Phase N RFB Ver. 1-08 � South 312th Street to Dash Point Road Page 19 Apri12010 determination or decision, appeal the determination or decision in writing to the City Manager. Such written notice or appeal shall include all documents and other information necessary to substantiate the appeal. The City Manager will review the appeal and transmit a decision in writing to the Contractor within thirty (30) days from the date of receipt of the appeal. Failure of the Contractor to appeal the decision or determination of the Purchasing Coordinator within said 15-day period will constitute a waiver of the Contractor's right to thereafter assert any claim resulting from such determination or decision. Appeal to the City Manager shall be a condition precedent to litigation hereunder. All claims, counterclaims, disputes and other matters in question between the City and the Contractor that are not resolved between the Purchasing Coordinator and the Contractor will be decided in the Superior Court of King County, Washington, which shall have exclusive jurisdiction and venue over all matters in question between the City and the Contractor. This contract shall be interpreted and construed in accordance with the laws of the State of Washington. Pending final decision of the dispute hereunder, the Contractor shall proceed diligently with the performance of the contract and in accordance with the direction of the Purchasing Coordinator. Failure to comply precisely with the time deadlines under the paragraph as to any claim, shall operate as a release of that claim and a presumption of prejudice to the City. 2-19 Recycled Products The Contractor 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 producfis 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 RFB # 10-103 Pacific Highway South HOV Lanes Phase IV . RFB Ver. 1-08 South 312th Street to Dash Point Road Page 20 Apri12010 � � � ' ' AttachmentA NO BID RESPONSE FORM When submitting a��No Bid", mail this completed form to Federal Way Purchasing, PO Box 9718, Federal Way, Washington 98063-9718. Be sure the form is in a sealed envelope with the bid number and bid title indicated on the outside of the envelope. The form must be received by the date and time specified for the bid opening as indicated in Section 1-1. Failure to retum this form if not submittin4 a formal bid, may result in your firm bein�c removed from the Citv's master bidder's mailing list. Bid Number: RFB No. 10-103 Bid �tle: Pacific Highway South HOV Lanes Phase N- South 312th Street to Dash Point Road ❑ Cannot comply with specifications. ❑ Cannot meet delivery requirement. ❑ Do not regularly manufacture or sell the type of commodity involved. ❑ Other (please specify). Explanation of reason(s) checked: Check one of the following: ❑ WE DO ❑ WE DO NOT desire to be retained on the mailing list for future procurements of this commodity. Firm Name: Address: Signature Name (Type or Print) City of Federal Way Pacific Highway South HOV Lanes Phase N South 312th Street to Dash Point Road Page 21 Phone: Date Title RFB # 10-103 RFB Ver. 1-08 Apri12010 � � , � � � � � � � � � � City of Federal Way Pacific Highway South HOV Lanes Phase IV South 312th Street to Dash Point Road Page 22 � RFB # 10-103 RFB Ver. 1-08 � Apri12010 j 1 � � t Bidder: C� ' ' � � � � � �_ __ ' � -� -- At�achment B BID F�RN9 C�PY OF PE�ERAL W�Y PACIEIC HIfHWAY SOU�'H HOV LANES PFBRSE IV S011Tli 312TF6 STREEP' T� DQSH POIIdT R�AD J.R. H�Yr�S & SONS, INC. Date: s.il.2ol0 ITEM BID AMDUNT A Schedule A , 03 ff S o t. g� B) Schedule B Lakehaven Water and Sewer Adjustment and Relocation $ � g�,c�3�-. �� Washington State Sales Tax $ �S� ��� � `�� TO�i'AL SCFIE�U�.E B $ Cv3S,�-5Z• a� C Schedule C Comcast $ 23 c�u �•°-- D Schedule D Pu et Sound Ener $ ��o � l- p E Schedule E west $ a-1� � 4 �• A � � � T�3AL BYD AMOUNT $ ,� gZ„�, �I �(�. `�4 (inc(uding Washington State sales tax, ail other avernment taxes assessments and char es To City Council Members City of Federal Way 33325 8th Ave South PO Box 9718 Federal Way, Washington 98063-9718 Pursuant to and in compliance with your advertisement fo� bids for construction of Pacific Highway South HOV Lanes Phase IV - South 312th Street to Dash Point Raad, and other docume�ts re{ating thereto, the undersigned has carefuily examined ail af the bid and contract documents as the premises and conditions affecting the delivery, supply and maintenance of Pacific Highway South HOV Lanes Phase IV - South 312th Street to Dash Point Raad, 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, in�iusive 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 Pacific Highway South HOV Lanes Phase IV - South 312th Street to Dash Point Raad 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 ofAward; otherwise said Bid Security will be returned to the undersigned. __ ' City of Federal Way Paciftc Highway Suutli HOV L-a�iei Pha IV South 312th Street to Dash Point Road Pa�e 23 RFB # 10-103 RFB Ver. 1-08 April 2010 � P� 27 Attachment B Bid Form ' Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale '� L_.1 � � � ' Bond or Certified Check �`7. �3L� �a�� Dollars($ �"�� �T �� ) The Bidder shall complete this entire Bid Form or this bid may be considered non-responsive. The City may correct obvious mathematical errors. The City of Federal Way reserves the right to reject any and aii bids, waive any inforrnalities 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 acknowledge�: Date Issued: � I�) �n Date Issued: � ��o I� a Date Issued: 5�� 1� d '� �-�:: �s� �� � �"I � � � � 6 Addendum No. 1 i ,4ddendum No. 'Z ;,,.�,,�r�c+�jAddendum No. 3 � r.�Q��� ��- �-( ' � � � ' � CORPORATION Corporation/Partnership/Individual (Delete Two) JRHAYSI145J3 Bidder's State License No. 91-1295231 Bidder's State Tax No. ' _ __ _ ____. _ _ _ _. ' J.R HAYE Frm Name � �i� . Signature � NICK P. HAYES — VICE PRESIDENT Title , __ _ __ __ _ _ - � ' City of Federal Way RFB # 10-103 Pacific Highway South HO�V Lanes Phase N RFB Ver. 1-08 South 322th Street to Dash Point Road Page 24 _April 2010 � � ; , � t � � Pa� 28 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.b�n�a.com - Always Verify Scale � � � ' , � � , ' � �� � � ' ' ' 1 ___ _ _ � Attachmenf C BID SCHEDULE CITY OF FEDERAL WAY PACIFIC HIGHWAY SOUTH HOV LANES PHASE IV SOUTH 312TH STREET TO DASH POINT RQAD SCHEDULE A - ROADWAY IMPROVEMcNTS All unit prices in Bid Schedule A shall include a plicable sales tax. I NO. UNI�T PR CE IN WORDS UNIT QUANT DOLLARS DOLLARS CENTS A1 Construction Surveying LS 1 '"j$�?00. 7$�8(10• A2 As-Built Survey and Record Drawings LS 1 �9��(ap,UO 19 A3 Audio / Video Taping LS 1 �j�ppv.(� �'j�Q�• Ud A4 Health and Safety Plan LS 1 �.00 /,O� A5 FA - Site Cleanup For Bio. And Physical Hazards EST 1 10,000 $ 10,000.00 A6 Training HR 1,500 /� pp e2.a�5'd A7 SPCC Plan LS 1 /, OC� /, 00 A8 Type B Progress Schedule (Min. Bid $10,000) LS 1 /O�OUO-�O /���• A9 Mobiiization LS 1 :�45, (j(�},p� 3q� QO�� 6 � A10 Field Office Building LS 1 a$ pOD.Op af� OCO- � � A11 Off-Duty Uniformed Police O�cer HR 1,000 $ 61.75 $ 61,750.00 Al2 Traffic Control Supervisor HR 3,400 S�.c�o I7�o���•� A13 Flaggers and Spotters HR 10,880 SO.00 5u�1� �0�•OD A14 OtherTrafficControlLabor HR 2,720 $O�UO 13�o,bW A15 Other Temporary Traffic Control LS 1 $p QW •CTV �tSU�L�•W A16 Construction Signs Class A SF 300 ,� 8�� $�/�• A17 Sequential Arrow Sign HR 5,500 �,( $$Cb•OC� A18 Portable Changeable Message Sign EA 3 L���CD• C� J 2�( • A19 Operation of Portable Changeable Message Sign HR 30,000 �, 00 3p� 000. Q0 A20 Business Access Signs EA 20 �()0. UO y� C'��.(JI� A21 Clearing Limit Fence LF 4,500 3 a,A 1�-{, yD0•00 A22 Clearing and Grubbing . LS 1 0�'$� 76(?Cx� �5,7C(�•Cv City of Federal Way Pacific Highway South � HOV Lanes Phase IV 25 Addendum No. 2 May 10, 2010 � �;I ' � � � ' � � � � , � � � , � ' � � ' SCHEDULE A - ROADWAY IMPROVEMENTS All unit rices in Bid Schedule A shali include appficable sales tax. �NO UNI PR CERN WORDS UNIT QUANT DOLNARS DOLLARS CENTS A23 Roadside Cleanup EST 1 S 25,000.00 � 25,OOOA� A24 Removal of Structures and Obstructions LS 1 (oy SG�� �y500. A25 Remove CementConc. Sidewalk SY 1,040 /0.00 10�400•� A26 Remove Cement Conc.Curb LF 9,700 �3v 53� 35t� • a2� Sawcutting SF 2�,soo �.60 �y�aSO. A28 Remove Existing Catch Basin EA 55 b(b, pc� 33, �• A29 Remove Existing 4" Gas Main LF 4,100 �.0� `�� ��• � A30 Remove Existing Storm Sewer Pipe LF 4,800 �,v0 a.�i� g00- A31 Removal and Relocation of Existing Private EST 1 $ 30,000.00 � 30,000.00 Improvements A32 Remove Billboard, 30291 PHS LS 1 3�9'0�•QD 3,$�•� A33 Remove Billboard, 30251 PHS LS 1 3�800• 3,5��'� A34 Remove Biliboard, 30271 PHS LS 1 3�$(7p, 3�$00. A35 Remove Biliboard, 30402 PHS LS 1 Jp /O�'/O�•00 A36 Remove Private Awning, 30402 PHS LS 1 � pt�O.CX� 'S OpL9.00 � � A37 Remove Pavement Markings LS 1 /� a�,� y�,(J� , � A38 Demolition Permit Fees EST 1 $ 10,000.00 $ 10,000.00 A39 Gravel Borrow Incl. Haul TN 21,800 �3,� a$3,c��p.�p A40 Gravel Borrow for Trench Backfill Incl. Haul TN 11,700 �o, UU I � � a�•�� A41 Roadway Excavation Incl. Haul CY 25,000 Il,$0 �y5, Up0.Q0 A42 Unsuitable Foundation Excavation Incl. Haul CY 2,500 /'7. UC� �/Z� 50(�.(3U A43 Removal of Contaminated Soil CY 100 $�,C�p 5,50�• A44 Disposal of Contaminated Soil EST 1 $ 15,000.00 $ 15,000.00 A45 Trench Cutoff Dam EA 4 325.(�O 1 A46 Structure Excavation Class B Incl Haul for CY 8,300 � UndergroundingofOverheadUtilities 'z�°'OO '� A47 Structure Excavation CI B Incl Haul for Structural CY 7,100 _ _ Earth Walls __ _ _ _ _ _ _ _ __ _ ._ _ 13.00 _ q�,300. A48 Shoring for Stormwater System Retrofit LS 1 b,�-� �0,�00.� City of Federal Way Pacific Highway South HOV Lanes Phase IV 26 Addendum No. 2 May 10, 2010 � I � ' ' , , , ' i , ' � � � CJ ' � � SCHEDULE A - ROADWAY IMPROVEMENTS All unit prices in Bid Schedu(e A shall inciude ap licable sales tax. ' NO. UNIT PR CERN WORDS UNIT QUANT DOLN RS CENTS DOLLARS CENTS A49 Shoring or Extra Excavation Class B SF 76,400 (�, 3� �,'�,Q�.O•� A50 Shoring or Extra Excavation for Structural Earth LS 1 � O Sp0.U0 I o$'C�• O p Walls A51 Controlled Density Fili CY 1,000 �/D,DO � l 0� 000 • O D A52 Crushed Surfacing Base Course TON 16,400 �5,� 2��0, OUO•UU A53 Asphalt Cost Price Adjustment CALC 1 � 73,000.00 � 73,000.00 A54 Temporary Pavement TON 1,000 �2.50 72��$00• A55 HMA CI. 1/2" PG 64-22 TON 5,700 �y•SU �/?y,�• A56 HMA for Preleveling CI. 1/2" PG 64-22 TON 4,700 6fo 7,��Q�� A57 HMA CI. 1" PG 64-22 TON 10,000 ( Q(� G l(�� df�, Gv A58 Commercial HMA PG 64-22 TON 1,600 Cj'z.UU 147, �.(X�• A59 Planing Bituminous Pavement SY 20,770 ,�,pp �jll 540� A60 Temporary Conc. Barrier LF 880 a 2(�. 60 17� 6Q0 .0� A61 Structural Earth Wall SF 21,200 /(�.Sp 34�{,$OO.QU A62 Modular Block Wall SF 4,000 j5.�0 (� 3..'LCO•CJU ass SEWTrafficBarrier LF sao lq5,00 163,800•UD A64 Backfiil for Structural Earth Wall Incl. Haul CY 10,400 /v. ?D � j j� �$�.00 A65 Handrailing 22 in. LF 840 6/7, UO �� l(8Q,�0 A66 Reconnect Existing Misc. Drainage EST 1 � 15,000.00 $ 15,000.00 A67 Flared Culvert Inlet With Debris Guard LS 1 ��ppp,pv /� 000• A68 Beveled End Conc. Culvert with Debris Barrier EA 2 (,00.00 /��U�• �O A69 Class 50 Ductile Iron Storm Sewer Pipe 81n. Diam. LF 120 (pQ, QU 7��OO.CL7 A70 Class 50 Ductife Iron Storm Sewer Pipe 12 In. Diam. LF 490 7a. pp �S�,Z,B(j A71 Class IV Reinf. Conc. Storm Sewer Pipe 12 In. Diam. LF 5,600 ��,Jp a�p� Q(�0, A72 Class IV Reinf. Conc. Storm Sewer Pipe 18 In. Diam. LF 620 5app �S� q(�0. W A73 Class IV Reinf. Conc. Storm Sewer Pipe 24 In. Diam. LF 420 65 UO a.�]� 3�• A74 Storm Drain Clean Out EA 17 5fov.Up �,5.`�.� ciry of Federai way Addendum No. 2 , Pacific Highway South HOV Lanes Phase IV 27 May 10 2010 LJ , ' LJ , , ' ' , ' ' � , � ' � � SCHEDULE A - ROADWAY IMPROVEMENTS All unit rices in Bid Schedule A shall inciude appiicabfe sales tax. i N0 UNI�T PR CERN WORDS UNIT QUAN OTY DOLLARS CENTS DOLLARS CENTS A75 Catch Basin Type 1 EA 62 �� �O�•VO 99 ,��'� A76 Catch Basin Type 1 L EA 4 ,�36�• 00 L��Z.pO.00 A77 Catch Basin Type 2, 49 In. Diam. EA 20 ��c�qp,OU �j8,� A78 Catch Basin Type 2, 54 In. Diam. EA 1 [i � pp.Qp y 30t� .� � � A79 Catch Basin Type 2, 54 In. Diam. Flow Splitter EA 1 G�50p.00 ( A80 Catch Basin Type 2, 60 In. Diam. Control Structure EA 1 1��50.OU 7,750•� A81 Concrete Inlet EA 5 � � � Sp, C1(� 'S, 7S(�.00 A82 Adjust Existing Storm Drainage Structure EA 1 �, I�.00 (� � 3(� . 6(� A83 Connection to Existing Drainage Structure EA 7 �� �3V•OU 10� 01 O.O� A84 Conversion Riser EA 11 S�,Oa rj�5caD•� A85 Class !II Reinforced Conc. 60 In. Diam. Detention LS 1 (�S�SOU�(X> (r5,5G�0 •� Pipe System A86 Catch Basin Inserts for Spill Control EA 8 q/�O.QO 7� /�$D.QO A87 Oil-Water-Debris Separator Device EA 2 � y(°Q,Op ,� ��(� -� A88 Stormwater Treatment Vault A LS 1 ycJ,s�yp,Up l�t��c�((�.Ot� .� A89 Stormwater Treatment Vault B LS 1 ']p�t�pp.pU 7p�50O• 00 A90 DetentionVault LS 1 �Z��Q(�D•t)O �.20,000•�D A91 Offsite Stormwater System Retrofit LS 1 y�s(�U•W �f �SOC�-(?v A92 Geotextile Encased Check Dam LF 280 c )�540. C�O A93 High Visibility Construction Fencing LF 560 3 pp �� b80, pp A94 Temporary Erosion Control Blanket SY 1,700 a.'SQ y�250 •(IC� A95 ESC Lead DAY 200 3pU,C?O (00, �DD. A96 Erosion/Water Pollution Control EST 1 $ 40,000.00 $ 40,000.00 A97 Iniet Protecfion EA 183 /00. (� I $, 3p�'O� A98 Silt Fence LF 2,100 S,UU /0�5�•OD A99 Seeding, Fertilizing and Mulching AC 1 ��55�•�+ 1�55�.00 A100 Stormwater Poliution Prevention Plan LS 1 3�$(�U.CSb 3�`�OUsO� City of Federal Way � Pacific Highway South HOV Lanes Phase IV 28 Addendum No. 2 May 10, 2010 ' ' �I � �� ' ' ' , , ' � , , ' , � � 1 ' SCHEDULE A - ROADWAY IMPROVEMENTS All unit prices in Bid Schedule A shall include a piicable sales tax. ' NO UNI PRICE IN WORDS UNfT QUANT DOLLARS CENTS DOLLARS CENTS A101 Topsoii, Type A CY 1,300 2,+�.pa 31�2p0. ofl A102 Bark Mulch CY 250 39 , OD q�� 5p . ov A103 Sod SY 2,880 b.�0 Iq,58�-i•�a A104 PSIPE Acer ginnala/ Amur Maple 2 1/2" Cal, 12'-14' EA 18 Ht 2��.oa y,9��.�� A105 PSIPE Acer rubrum 'Red SunseU Red Sunset Maple EA 109 2 1/2" Cal, 12'-14' Ht ���.ofl 2�,3�1o.Oo A106 PSIPE Pyrus calleryana 'Chanticleer'/ Chanticleer EA 20 Flowering Pear, 2 1/2" Cal, 12'-14' Ht 2'75 •W 5,500 • o'o A107 PSIPE Quercus robur'Pyramich' P.P. No. 3707/ EA 11 Skymaster Oak 2 1/2" Cal, 12'-14' Ht 3oO.00 3,300 •o'o A108 PSIPE Calocedrus decurrens! Incense Cedar 6'-7' Ht EA 13 ��,p. oo Z� o So .� A109 PSIPE Acer rubrum 'Armstrong'/ Armstrong Maple 2 EA 5 1/2" Cal, 12'-14' Ht 2fm0•ov 1�30q .ofl A110 PSIPE Viburnum davidii/ David Viburnum 8" Spread EA 204 min. 15-20 3,l00.`3 A111 PSIPE Prunus laurocerasus/ Mount Vernon Laurel 2 EA 400 galcont �6•3fl ��`'20'°'� A112 PSIPE Pinus mugo'Pumilio'( Little Mugo Pine 15" EA 166 Spread min. 1 l0.3 2,?o5.8v A113 PSIPE Rhododendron 'Dora Amateis'/ NCN 15" EA 239 Spread min. l5•20 3�fe32.8� A114 PSIPE Cistus x hybridus/ White Rockrose 15" EA 298 Spread min. t5 •20 y�529 •60 A115 PSIPE Rosmarinus officinalis 'Huntington Blue'/ Low EA 326 Rosemary 8" Spread min. S.`la 2�735 .40 A116 PSIPE Cornus stolonifera 'Keiseyii'/ Dwarf Redtwig EA 682 Dogwood 2 gal cont l 5•'! o I o�707 - �{ o A117 PSIPE Euonymus fortunei'Emerald Gaiety'/ Purple EA 1,710 Leaf Winter Creeper 1 gal cont S•�-I o � y� 3� y. o 0 A118 PSIPE Festuca glauca/ Blue Fescue 1 gal cont EA 1,200 g,�{O �p�ogo, o0 A119 PSIPE Rubus calycinoides/ Creeping Bramble 6" EA 5,400 Spread min. 4" pots 3.20 l 7� 280. o� Al20 Automatic Irrigation System Complete LS 1 � g�puo .ao cog� o0 0. ov Al21 Repair Existing Irrigation System EST 1 $ 15,000.00 $ 15,000.00 Al22 Lakehaven Utility District Connection Fee EST 1 $ 15,000.00 $ 15,000.00 Al23 IntegralCurb SF 400 Z�,pD lp��.loo.0'O Al24 Extruded Curb, Type 6 LF 10,600 5,�j O (00� 4 20 - oU Al25 BumperCurb LF 160 �p,5o _._��(c$O._o0 Al26 Cement Conc. Traffic Curb and Gutter LF 9,000 g,� O ? 8, 3 D b.Ofl City of Federal Way Pacific Highway South HOV Lanes Phase IV 29 Addendum No. 2 May 10, 2010 � , ' r � , , , , � ' � , � ' _.._ _ ' ' SCHEDULE A - ROADWAY IMPROVEMENTS All unit prices in Bid Schedule A shall include ap licabie sales tax. ` NO UNIT PRICE IN WORQS UNIT QUANT DOLLARS CENTS DOLLARS CENTS Al27 CementConc.PavementApproach3-Day SY 2,200 3y.00 7y�g00.0o Al28 Precast Sloped Mountable Curb LF 60 30.00 � �gp0.0�0 Al29 Raised Pavement Markers, Type 2 HUN 19 3 50 •O�O 6��5� •� A130 Median Guidepost EA 5 21 , po � p g. OrJ A131 Black Vinyl Coated Chain Link Fence Type 6 LF 2,200 �, pp �{ �{�ODU.OI� A132 Green Vinyl Coated Chain Link Fence Type 1 LF 150 3 p.pD `�I�500.00 A133 Adjust Monument Case and Cover EA 4 z 5p. OO l�OUO. 00 A134 ThickenedEdgeSidewalk LF 2,400 52, �2fo,ygv.o0 A135 Cement Conc. Sidewalk SY 7,100 22, 3p ( 58, 3 3 0. O�D A136 Cement Conc. Sidewalk Ramp Type 1 EA 19 z�210 •c�o � A137 Cement Conc. Sidewalk Ramp Type 2 EA 2 ��9 5O • �O 39�Ot'�P A138 Concrete Steps and Landing LS � Iv�`T50 .c7D 6�750.00 A139 Bus Shelter Footing EA 3 2� 600 _�i �� gpp . oO A140 QuarrySpails TN 50 3(�.00 f�5�•d� A141 Relocate Mailbox EA 2 �$p.C7C� 50(�• UO A142 Signal System Replacement at Pac Hwy S& S 304th LS 1 � 2�q L1U� UO � 2 � �/DU • UV St Intersection, Complete A143 Signal System Replacement at Pac Hwy S& S 308th LS 1 20(�� CXX�.C70 2UU,Ck�U- OO St Intersection, Complete A144 Traffic Signal Interconnect, Complete LS 1 /py 1UO .0 IIX�"100 �O� A145 Transit Priority System (Rapid Ride), Complete LS 1 �7��{OD•QO /7��/(�p.CJc) A146 Illumination System, Complete LS 1 Z,� S OpO.� Z15� ��•� A147 PermanentSigning LS 1 3p�QOd.UO 3p�W0.UO A148 Plastic Stop Line Type A LF 410 3,00 ��230.00 A149 Plastic Wide Line Typa D LF 700 3, o0 2� l oo, o0 A150 PaintLine LF 2,500 3,c�0 $,'15v•DO A151 Plastic Crosswaik Line Type A SF 2,600 a_� p _'7, i$o . o0 __ _ _ _ _ _. _ _ A152 Profiled Piastic Line Type D LF 8,900 2, pp � 7� $ � a City of Federal Way Pacific Highway South HOV Lanes Phase IV 30 Addendum No. 2 May 10, 2010 ' ' ' ' � SCHEDULE A - ROADWAY IMPROVEMENTS All unit prices in Bid Schedule A shall include applicable sales tax. ' NO UNIT PRICE IN WORDS UNIT QUANT DOLNARS CENTS DOLLARS CENTS A153 Profiled Plastic Wide Line Type D LF 5,100 3.'l O ���B'7U. o0 A154 Profiled Plastic Dotted Wide Line Type D LF 4,200 �, � p ��� (., 20 . v'D A155 Plastic HOV Lane Symbol Type A EA 26 � 5.c�o 2� 2t O• 00 A156 Plastic Access Parking Space Symbol Type A EA 2 g'7 , 00 1 1 �l •o� A157 Plastic Traffic Arrow Type A EA 23 63 . oo l�4'-1`i' • o"D A158 Resolution of Utility Conflicts EST 1 $ 75,000.00 $ 75,000.00 A159 Potholing EST 1 $ 15,000.00 $ 15,000.00 A160 Pitrun Sand CY 5,400 /9,OU �02�( A161 Provide and Instali Conduit, 4" LF 8,900 .�.40 3Q,2(aU• A162 Provide and install Vault, 4'x4'x4' EA 7 1�5(1().a0 /O� 5Op.00 A163 30854 PHS New Lumber U/G Service Conversion LS 1 (o�/(�,Cb ( A164 30640 PHS Demers & Granger U/G Service LS 1 Conversion fo�y(��� �0�400• A165 30504 PHS Zaren Sayer U/G Service Conversion LS 1 �$$�D.0 �j�$SO•� A166 30420 PHS Barriga Llena U/G Service Conversion LS 1 q�cN, q�SC�.QU A167 30406 / 30408 PHS U/G Service Conversion LS 1 ��$Q().OU 7� $DO.OU A168 30402 PHS AI Holtz U!G Service Conversion LS 1 ���, ��g�,pp A169 30390 PHS Norman Kim CPA U/G Service LS 1 00 3'7�0• Od Conversion � ��� A170 2992$ PHS Smart Start Daycare U/G Service LS 1 y�(pC�.pO �/� (a�•� Conversion A171 30312 PHS Billboard U/G Service Conversion LS 1 tJ( (,� �/(�O.UO A172 30423 PHS Federal Way Used Cars U!G Service LS 1 Conversion �, 3�10 �� 7�3�IU� � A173 30509 PHS Jiffy Lube U/G Service Conversion LS 1 s 5pv.0 ��SQO.�D A174 30333 PHS Biilboard U/G Service Conversion LS 1 �� /pp, Up �� IVD •�0 A175 30833 PHS Valet Cleaners U!G Service Conversion LS 1 � ��200,(lU A176 30845 PHS Hair Shop NW U!G Service Conversion LS 1 '��q�,(j0 7�9(.b•00 A177 30835 PHS Novedades Durango U/G Service LS 1 g _ Conversion _. _ _ -_. B�(D00. �(�UO A178 31003 PHS Family Dental U/G Service Conversion LS 1 �/� �$(�.� y� 4�•� City of Federal Way Pacific Highway South HOV Lanes Phase IV 31 Addendum No. 2 May 10, 2010 � ' All unit pr ITEM ITEM DESCRIPTION N0. UNIT PRICE IN WORDS ' SCHEDULE A - ROADWAY iMPROVEMENTS es in Bid Schedule A shall include applicable sales tax. UNIT QUANT DOLLARS CENTS DOLLARS CENTS A179 Misc. Service Conversion EST 1 � 10,000.00 � 10,000.00 ' A180 cxcavation for Retraining PSE Conduit EST 1 � 20,000.00 � 20,000.00 A181 Adjust Valve Box EA 15 Z(,),(J() y� 005. � ' A182 Adjust Existing Sewer Manhole to Grade, Existing EA 5 �yq, (3p 3,Z�J� .60 Cone ' A183 Adjust Existing Sewer Manhole to Grade, New Cone EA 4 ��8 Qp 3, S��•�O A184 Raise Manhole LF 16 ,��O.Uc) ,3�$�U.UU , A185 Adjust FDC LS 1 a�'700.(30 ��7�' Qv A186 Bollard EA 2 350� o0 7(X�• cx� A187 Minor Change CALC 1 $ 1.00 $ 1.00 , TOTAL SCHEDULE A �' �� a0 i, SD (bid items include sales tax) ' � t ' ' ' ' ' ' , City of Federal Way ' Pacific Highway South HOV Lanes Phase IV 32 Addendum No. 2 May 10, 2010 ' , , ' � ' , ' ' � ' �I r--t I � � � � r ' � ' SCHEDULE B- LAKEHAVEN WATER AND SEWER Ai� unit prices in Bid Schedule B shail not include applicabie sales tax. I NO UNIT PRICE IN W�RDS � UNIT QUANT�ITY DOLLARS CENTS DOLLARS CENTS 61 Mobilization LS 1 3�9C7�� 3,9(JO•00 62 Flaggers and Spotters HRS 480 k5. UO et I� (oQU�UU B3 Remove Existing Water Main LF 1,750 /� 00 2:t� 75(�• o 64 Remove Existing 2-inch GI Water Main LF 780 7, UO 5, �/60. 00 B5 Remove Existing AC Water Main LF 3,975 I S.d.O ( B6 Remove 8-inch Force Main, incl. Casing LS 1 /3 � 3�2U0• UO B7 Salvage Existing Hydrant EA 3 ( UO �� �v 0• QD B8 Salvage Existing Meter EA 14 �75. 00 .2 � �J�'.s0� �v B9 Shoring or extra Excavation Class B LS 1 �, DU 1•UO B10 Structure Excavation Class B Incl. Haul CY 3,110 �j. 00 a 490• UO B11 Adjust Existing Sewer Manhole to Grade, Existing EA 6 Cone (p50.00 3�4CUU•00 612 Adjust Existing Sewer Manhole to Grade, New Cone EA 2 �j$rj, (� 1,70d • vU B13 Raise Manhole LF 5 3�, UO J,7�0� Ov 614 Ductile Iron Pipe for Water Main 8 In. Diam. LF 300 y5. OU / 3,5�•0� 615 Ductile Iron Pipefor WaterMain 121n. Diam. LF 3,590 ( p0 ,t15� 616 Connect to Exisfing Water Main S ln. Diam. EA 6 1,450.UV �j�ZUO. 617 Connect to Existing Water Main 12 In. Diam. EA 11 3 gUU .UO � I� �� �� 618 Bank Run Gravel For Trench Backfill TN 2,400 q � a� S� 619 Additional Cast Iron Fittings LB 2,500 /,�.0 3,OC90-UO 620 Relocate Existing SDCVA LS 1 2 ���j. � 2 ��j 30• 00 621 Gate Valve, 8 Inch EA 8 ►� 07C� •�O 4S� ��oC� • �� B22 Gate Valve, 12 Inch EA 20 J� $pp.00 � Co� O(�O.00 B23 Adjust Water Valve Box EA 7 /3O,C�0 q�0•!.b B24 Hydrant Assembly - All New EA 4 3, I�V.U� (�,�'�S(o0• OC� B25 Hydrant Assembly - Relocate Hydrant EA 5 �� (�O.Cb �{� OUO.Ov B26 Service Connections 2 in. Diam LF 370 3�, Q(� ( �� �DO •� City of Federai Way Addendum No. 2 , Pacific Highway South HOV Lanes Phase IV 33 May 10 , 2010 SCNEDULE B- LAKEHAVEN WATER AND SEWER Aii unit prices in Bid Schedule B shall not include appficable safes tax. ' NO. UNI PR CERN WORDS UNIT QUANT DOLLA S [ 627 5/8" Water Meter EA 7 �3v. B28 1" Water Meter EA 4 ��Q(�,QO 629 1.5" Water Meter EA 4 ��3(�p. B30 Resolution of Utility Conflicts EST 1 $ 15,000.00 $ 631 Minor Change CALC 1 $ 1.00 $ AMOUNT .LARS CENTS �l, y ll�. OU H, z4�. o� 5,�on.0 15,000.00 1.00 SUBTOTAL SCHEDULE B 0 2. SALES 7AX (9.5%) S�` 1�b. TOTAL SCHEDULE B P.,31 "1 Q'Z- City of Federal Way Pacific Highway South Addendum No. 2 HOV Lanes Phase IV 34 May 10 , 2010 SCHEDULE C - COMCAST UNDERGROUNDING All unit prices in Bid Schedufe C shall include applicable sales tax. �O UNIM PRICE IN WORDS UNIT QUANT�ITY DOLNARS CENTS DOLLARS CENTS C1 Install Conduit 3" LF 8,900 2.W 17,g�•UD C2 Install Vault 30"x30" EA 10 350•(7U 3,SU0•UU C3 Install Vault 253 TA EA 6 aqp �� 74v� OU C4 Minor Change CALC 1 $ 1.00 $ 1.00 TOTAL SCHEDULE C �� (bid items include sales tax) Z 3� 6 �.' City of Federal Way Pacific Highway South Addendum No. 2 HOV Lanes Phase IV 35 May 10 , 2010 '1 , SCHcDULE D - PSE UNDERGROUNDING All unit orices in Bid Schedule D shall include appiicable sales tax. ' NO. UNIT PR CERN WORDS UNIT QUANT DOLN RS DOLLARS CENTS ' D1 Install Conduit 2" LF 900 y, ( y� Iy0•00 ' D2 Install Conduit 4" LF 10,600 a.�U � 3�3�0.00 D3 �nstallConduit6" LF 13,600 3 ( � D4 Install Fiberglass Secondary HH 17"x30"x18" MID EA 2 7664500 11 S•(3v 350 • 00 D5 Install Concrete Secondary HH 2'8"x3'8"x3' MID EA 1 , 7664910 115, UO 1"15. OU D 6 �nstall Minipad Transformer Vault 36"x42"x38" MID E A 5 7663001 �75'O(� a7�'� ' Install Minipad Transformer Vault 48'Ix48"x38;' 1 MID �� 7663002 EA 3 2vo,Up (yUO.UO D8 Install 3 phase Transformer Vault 4 8 x4 8 x3 6 MID EA 4 �.ZC70 •UO 7663900 3 ��� ' , D9 Install Pull vault 5'11"x11'4"x5'0"" Mid# 7906630 EA 4 �ZS,oc� �� i pO.UU D10 Install 575 Adj Pull vault 4'8"x7'x5'8" MID 7663206 EA 15 � 3v,(SU 1�q50•0� � D11 Install Switch Vault 5'11"x11'4"x8'2" Mid# 7906902 EA 4 �jZp.UO ,2��,�O.U� ' D12 Minor Change CALC 1 � 1.00 $ 1.00 TOTAL SCHEDULE D „�� i. �� (bid items include sales tax) , ' , ' ' ' ' — - _ _ _ _ _ _ _ __ ' City of Federal Way ' Pacific Highway South HOV Lanes Phase IV 36 Addendum No.2 May 10, 2010 All unit ITEM ITEM DESCRIPTION N0. UNIT PRICE IN WORDS E1 Instali Conduit 4" E2 Instaii 467 Manhole E3 Install 5106 Manhole E4 Install Handhole 264TA E5 install Pedestal E6 Minor Change SCHEDULE E - QWEST UNDERGROUNDING es in Bid Schedule E shall include applicable sales tax. UNIT QUAN OTY DOLLARS CENTS DOLLARS CENTS LF 17,800 a.1O 39,1(.o EA 2 �j50•00 1 , IUO.00 EA 4 �50.OU R� 600•OC EA 11 J90.00 2,090.00 EA 4 a(.p.6U /� ONO. Q; CALC 1 $ 1.00 $ 1.00 TOTAL SCHEDULE E y �. / �� oa (bid items include sales tax) City of Federal Way Addendum No. 2 Pacific Highway South Hov �anes Phase Iv 37 May 10, 2010 , ' 1 ' i ' ' A�achrnent 11 BYd SIf N1�TURE �1�CsE Date: 5/11/2010 The undersigned bidder hereby proposes and agrees to deliver the equipment and/or services pursuant to the Pacific Highway South NOV Lanes Phase IV - South 312th Street to Dash Point Road and comply with all ather terms and conditions of the contract and bid documents of RFB No. 10-Z03. No bidder may withdraw his/her bid for a period of ninety (90) days after the day of bid opening. The required bid security cansisting of a certified check, bid bond, or cashier's check in , an amount of not less than five percent (5%) af the totaf amount will be delivered to the City. The undersigned individual represents and warrants that he or she is dulfy authorized to 1 execute the bid and all bid documents on behalf of any partnership, joint venture or corporation, ' CORPORATION Corporatian/Partnership/Individual (De%te Two) � � � ' -� --- ' , I ' _ _ , City of Federal Way Pacific Highway South HOV Lanes Phase I�' South 312th Street to Dash Point Road J.R. HAYES Company B �� ,� (Signature) NICK P. HAYES (Printed Name) I�. VICE PRESIDENT (Title) 22430 SE 231st ST MAPLE VALLEY Wt'1 98038 _ (Address) _ - _ _ 425-392-5722 (Telephone Number) RFB # 10-103 RFB Ver. 1-08 Page 38 April 2010 P� 42 Attachment D Bid Signature Page Provided to Builders Exchange of WA, Inc. For usage Conditions Agr2ement see www.bxwa.com - Always Verify Scale ! t � � � � s, Attaehmen� E BID B�ND PORM Herewith find deposit in the form af a certified check, cashiers check, cash, or bid bond ' in the amount of $ , which amount is not less than five percent (S%) of the total bid. ' [=� ���;7► t7 KNOW ALL PERSONS BY THESE PRESENTS thdt We� �•R. Ha & sons, �nc. as Principal, and Hartford Fire Insurance Company as Surety, are held ' and firml bound unto the City of Federal Way, as Obligee, in the penal sum of con r P aet r�� and o�100 dollars ($ -5° %' ), for the payment of which the ' Principal and the Surety bond themselves, their heirs and executors, administrators, successors and assigns, jointly and severalfy, by these presents. � ' � ' � � � � � � 1 I ^ '�� The condition of this obligation is such that if the �bligee shall make any award to the Principal for: Pacific Highway South HOV Lanes Phase IV - South 312th Street to Dash Point Raad Rccording to the terms of the proposal or bid made by the Principal therefore, and the Principal shall dufy 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 sa to do, pay and forfeit ta the Obligee the penal amount of the deposit specified in the call far bids, then this obligation shall be null and vQid; 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 amaunt of this bond. SIGNED, SEALED AND DATED THIS ��th DAY OF May , ZQ �o J.R es & Sons, Inc. Principal DAN Nl. HAYES - PRESIDENT Hartford Fire Insurance Company � � �� �-� � �� By° ���C �.�4. �-c-� � SUCQL'Y Pamela A. Nelson, Attorney-in-Faet _ •�`�,:+ . � � . � Date: �� �i 2Q Ir� * � .. ` . w Received return of depasit in the sum of $ City of Federal Wa}' Pacific Highw�ay South HOV Lanes Phase IV Sou[h 312th Sueet to Dash Point Road Page �30 , . <:; , ,� ._ ` , r . L� . .� :,'�� � ,��e`� ��<<�@. � # io-io3 T2FB Ver. 1-0$ April 2010 1 ., . � POWER OF ATT0�I�TEY ' Direct Inquiries/C/aims to: THE HARTFORD BOND, T-4 P.O. BOX 2103, 690 ASYLUM AVENUE HARTFORD, CONNECTICUT 06115 call: 888-266-3488 or fax: 860-757-5835 , KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 52-817013 X� HartFord Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut , X� Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana X� Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut � Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut � � Twin City Fire InsuranCe Company, a corporation duly organized under the laws of the State of Indiana � Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois � Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana � Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of unlimited: � John Claeys, Joan M. Councilman, Ronald J. Lange, Pamela A. Nelson of Seattle, WA their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as , delineated above by �, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on January 22, 2004 the Companies ' have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. ' � � �� . xF,ltry dJ ` ` � - ����- . ��1AM>� r � i�iwa�.ie.ite� a�0�'1 .�i}�� �' � e' a' w eANOv d �.r � . � i lB67 -� �� ♦ M1���: r �� -� i r `�►+ . �:,� ' � +,�.,�S�r�MV�i ��/yHM fi �� e = ; ���� 7 � '`�. � s I 9't 9 � y tL. ���� •4 � �$ °•r iy'r .. . +� �` � ' `"'`�'i��ru+s' � �i�ru�' 4 i:.� ' 'Qa: 'Mwrio R i ? - . � ��Q a . y �� %�� Paul A. Bergenholtr, Assistant Secretary M. Ross Fisher, Assistant Vice President STATE OF CONNECTICUT � ss. Hartford , COUNTY OF HQRTFORD On this 1 day of February, 2004, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Direetors of said corporations and that he signed his name thereto bv like authority. ' S E. A� / )��/ w....""�— �� /�../ ' �� R Scott E. Paseka Notary Public CERTIFICATE My Commission Expires October 31, 2012 I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct ' copy of the Power of Attorney executed by said Companies, which is still in full force effective as of ���� L � ���� � Signed and sealed at the City of Hartford. n't+�kr � � xF' '[rY • _ rr � y� �.�_�r.ri"'� �y y � ��AM►� '��s '�'' a 10�� ` � ^ ��r�uea�t r� .S '�� a �.r � ' l567 .� � s ' " 7 if{ • � • r� �+ � i:� � � • p� a�rv�MV, ��oNY1� •�"y't.t$ Q 9 •- ;� jD � = 74Y9 �� •4 •g wJ , � +ti� ��� 1 f �:n.. �'b�wrio i rA'y 1?� ► fi �b� 'eu�oi ��nu�' ��i�FC� 'ieol�• ' � Y'�1� L.�� J��� '_.�.____..__.... '� � �v. J Gary W. Stumper, Assistant Vice President [� ' i , Attachment F SUBeON'PRACTOR LIST Prepared in Compiiance with RCW 39.30.060 Pacific Highway South HOV Lanes Phase IV South 312th Street to Dash Point Road 3, r�.1.t�-f 6 4 sc.v> � 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 beiow, 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 subcontract�r's employees working in Washington, as required in Title 51 RCW, if applicabie; 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 efectrical 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 (iisted in numerical sequence) for this project have been proposed for subcontracting to subcontractors as indicated. ' '� LJ � I SUBCONTRACTOR ITEM NUMBERS ESTIMATED AMOUNT WMBE QUALIFIED? NAME Y N ��E FJ.�earrslo �Aluz- A�y(c E1o(c1-r�►'39 �l`3� o�s'. `� �w�3E �-a�E �� E G� e,-,zz� �- �4 �►-�► z Fo z, ,� �-�- ��G C�E,u�=--�. E1 - E"co ' City of Federa] Way RFB # 10-103 Pacific Highway South HOV Lanes Phase IV , RFB Ver. 1-08 South �12th Street t� I�ash Pnint R�ad Page. 42 - ?+PTi� 20�� P� 46 Attachment F Subcontractor List D.^ d.a...J +., Q� �il.a.�rc Cv.�L,-,nno nf \A!A I.,.� Cnr i�cono (`nnrai+innc 4nroomon+ coo �nnenni h.nn�o rnm _. 41�niovc \/crifv Crolo , ' ' ' , , ' � ' ' , ' , I � I _--�---- - , 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 �EBARMENT AFFIDAV�T I certify tnat, 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 currentfy under suspension, debarment, voluntary exclusion, or determination of inefigibifity by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligibie 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 officiaf misconduct within the past three (3) years. AEFY�AVLTT OF ELIfsIBYL'�1( 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 50.1Z.070(1)(b), RCW 51.1fi.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. � EER'G�FICA�0t�4 OF �lWFUL ENiP�DYN9EN'i' The contractor hereby certifies tF�at it has compiied with all provisions of the Immigration and Nationa(ity Act, now or as herein after amended, 8 USC Section 1101 et. seq., and that a11 empfoyees, including subcontractor employees, are lawfulfy 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, Prevaiiing Wage Affidavit, Debarment Affidavit, Affidavit Of E(igibility, and Certification of Lawful Employment. Pacific Highway South HOV Lanes Phase IV - South 3i2th Street to Dash Foint Road. J.R. HAYES & SONS, INC. Name of Bidder's Firm Signature of Authorized Representative of 8idder � � 20/�. Subscribed and sworn to befAr�,� this � day of - --- -_ _--- _ ����''`,�_�._ p -- _ _ _ __ _ - -- _ _ / _ _ __ _ _ _ __ . - -_-- - G' _ - ,, ls \` �� 4 �Q�� \ qP1 EXP�9� �ti � � �1 � : w : �� o"��'a, , �' ': Z ; �`,G�vtC�.�l n —� C�lsvYl � � � ° � r""� �G � � � (printed/ ed name of notary) :�''.,'' •. p��Q� ������\` M t c m ss on x a esr th �� t� f�W%� ington `-. s' •..,...•� P 5 �ti Y P _ . __ _ _ _ _ ��gy��� QF ��>>�� _ _ _ �¢�������A� City of Federal Way RFB # 10-1d3 Pacific Highway South HOV Lanes Phase IV RFB Ver. 1-08 South 312th Street to Dash Point Road Paje 45 Apri12010 � , Pa� 49 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale A�chment H COI�Ti�►E:TOit'S ��3MP�.IAN�E ST�,'�EMENT (President's F�cecutive Order #. 11246) Date: s/il/2ol0 This statement relates to a proposal contract with the City of F::deral Way named �ACIFIC F�BGHWAY SOL9'�'F& HOV t�ANES PliQSE Ii/ SOUTH 3g2TH STREETi T� t3�SH POINT ROAD I am the undersigned bidder or prospective contractor. I represent that: I� have, ❑ have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. J.R. HAYES & SONS C. Name of Bidd �'� By: Signature Nzcx P. HAYES ItS: VICE PREStDENT Title . � MAPLE VALLEY WA 98038 Address ' - -�- _ _ _ ____ _ __ _ _ _ _ _ __ _ ' ------- _ _ _ _ __ __ — _ _ _ - - - - --- -- -- _ -- _ _ ._ ___ _._ .__ ' City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase IV RFB Ver. 1-08 5outh 312th Street to Dash Point Road Page 46 April 2010 P� 50 Attachment H Contractor's Compliance Statement Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ' ' ' � � Washingtan State Departme� of Transportation C� ' ' ' ' ' ' LJ u ' ' ' ' r Atf�chment I Disadvantaged Business Enterprise Utilizafion Certificatfon To be eli,gible for award of this contract the bidder must fili out and submit, as part of its bid proposal, the folfowing Disadvantaged Business Enterprise Util¢ation Certification relating to Disadvantaged Business Enterprise (DBE) requirements. The Contracting Agency shall consider as non-responsive and shall reject any bid proposai that does not contain a D6E Ce�ffir.ation which properly demonstrates lhat the bidder wil! meet the DBE participation requirements in one of the manners provided for in fhe proposed contract. !f the bidder is relying on the good faith effort method to meet the DBE assigned contract goal, documentation in addition to the certificate must be submitted with the bld proposal as support fot such efForts. The successful bidder's DBE Certification shall be deemed a part of the resulting contract. Information on certified firms is available from DMWBE, telephone 36(1J53-9693. 'S iz. N►��( CS f S or�1S � E- certifies ttiat the Disadvantaged Business Enterprise Name of Bldder (DBE) Firms listed below have been contacted regarding participation on this project. tf this bidder is successful on this project and is awarded the contract, ft shall assure fhat subcontracts or suppiy agreements are executed with those firms where an °Amount to be Applied Towards Goal" is Iisted. (If necessary, use additional sheet) • Project Role * Amount to'� Name of DBE ` = (Prime, subconmctor, Description of Work be Applied C@(�I�Caf@ NU111ber ManufacYurer, 'rOWa�CjS G08� � Regular Dealer) 1. ��E ELEC.Tfzs St.c.3._ �l.�C�°7��-i+g�, `� qS8 U�-{3.� ►.�2.F10'Zt 2"'�2 �'`�' ' 2. A�v,�tc.E.� G�v��'sE,�.v�sc.�s Sc.�.-�3- -�.�r� �a�s.,�,zoL � � � ,>2+F8'� I � a D5' c1�w �cT-v+z- ' 3. 4. ' 5. 6, " . 7. 8. 9. 10. 0 Disadvantaged Business Enterprise Subcontracfing Goaf: 15 % DBE Total $ t,�-1'� � G� 3. � • Regular Dealer status mus; be approved prior to bid submttta� by the Office Uf Equal Opportunity, Wash. 5tate Dept. o' Transportatior�, or� eacb c:,��tra;:L +* See the section `CounUng DBE Participation Toward Meeting the GoaP ln the Contract Document ***' The Contracting Agency wtll utliize this amount to determine whether or not the bidder has met the goai. !n the event of an arithmetic difiference beiwaen this total and the sum of the individual amounts Ifsted above, then the sum of the amounts listed shall prevail and the total wlli be rev(sed , Ciry of Federal Way RFB # 10-103 racinc Highway South HOV Lanes Phase IV RFB Ver. 1-08 - South 312th Street to Dash Point Road - Page 48 - - - -- .. _ ApriI 2010 '�e 52 Attachment I Disadvantaged Business Enterprise Utilization Certification �rrnrilicri +n Ri iilriarc Fvrhanna nf \�!A Inn Fnr i icana ('nnriitinnc Anraamant caa �nnnnr� h�nra r.nm - A I�Na�ic \/ari f�i Sr.a la OMWBE Directory Profile ' Page 1 of 1 ' OI�ZW]gE Directarv Profile: DBE ELECTRIC INC Name: DBE ELECTRIC INC Business Description: ELECTRICAL CONTRACTOR - TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, ETC. FOR PUBLIC AGENCIES, IE., WSDOT, COUNTIES AND MUNICIPALITIES WSDOT Descriptors: ELECTRICAL - SIGNAL ILLUMINATION; TELECOMMUNICATIONS - FIBER OPTICS (GENERAL); TELECOMMLTNICATIONS - L1NE VOLTAGE; TELECOMMUNICATIONS - LOW VOLTAGE; ELECTRICAL SYSTEMS; FIRE SAFETY - ALARM SYSTEMS Street: PO BOX 9169 City: COVINGTON State: WA Zip: 98042 Voice: (206) 817-0290 Fax: (253) 804-6066 E- mail: MTGUTHMILLER(a�GMAIL.COM Contact: GUTHMILLER MARY T Owner: GUTHMILLER MARY T Certification No.: D2F1021272 Washington Cert.: WBE Federal Cert.: DBE Prime NAICS: 238210 2nd NAICS: 3rd NAICS: 4th NAICS: Sth NAICS: 6th NAICS: 7th NAICS: 8th NAICS: Copyright 1995-2008BIP Software, Inc. Ali Rights Reserved. ' htt ://www.omwbe.wa. ov/biznetwas/ rofile.as ?BUSN0=49507 5/11/2010 P g p P � , OMWBE Directory Profile LJ ' ' ' WSDOT Descriptors: TRAFFIC CONTROL; EROSION CONTROL - HYDROSEEDING; EROSION CONTROL - HERBICIDE APPLICATION; EROSION CONTROL -1NSECTICIDE APPLICATION; EROSION CONTROL - LIMING; ' EROSION CONTROL - MOWING; EROSION CONTROL - MULCHING; EROSION CONTROL - PLANTING TREES/SHRUBS/PLANTS; EROSION CONTROL - ROADSIDE RESTORATION; EROSION CONTROL - SEEDING; EROSION ' CONTROL -SODDING; EROSION CONTROL - TOPSOIL APPLICATION; EROSION CONTROL - SOIL STABILIZATION; PLANTING - TREES/SHRUBS/PLANTS Street: 1423 E 29TH STREET, SUITE 302 � ' ' ' �J , , �J ' , OMWSE Directorv Profile: ADVANCED GOVER SERVICES INC Name: ADVANCED GOVERNNIENT SERVICES INC Business Description: FLAGGING, COMPUTER GENERATED TRAFFIC PLANS NHCP, CRASH WORTHY SIGNS AND STANDS, ARROW BOARDS, PCM BOARDS, LIGHT TOWERS AND TMA, LANDSCAPING SERVICES (EXCEPT CONSTRUCTION) City: TACOMA State: WA Zip: 98404 Voice: (253) 722-5840 Fax: (253) 722-5831 E- mail: SHEARRING(a�ADVANCEDGOVERNMET Contact: HEARRING SUZANNE M Owner: HEARRING SUZANNE M Certification No.: D2F8719009 Washington Cert.: WBE Federal Cert.: DBE Prime NAICS: 561990 2nd NAICS: 561730 3rd NAICS: 4th NAICS: Sth NAICS: 6th NAICS: 7th NAICS: 8th NAICS: Copyright 1995-2008BIP Software, Inc. All Rights Reserved. Page 1 of 1 � � http://www. omwbe.wa. gov/biznetwas/profile.asp?BUSN0=42221 5/11/2010 O�eration Deta�ils 1R Hayes & Sons, lnc. JR Hayes & Sons, Inc. Contractors Registration # Contractors License Band # Hartford Fire Insurance Co. Excise & U 61 # Federai ID # L&I Account Ip # WA Unemployment # SfC # NAICS # Duns # / CCR Regisfiration Date of incorporation 4/28/1985 JRHSY5114SJ3 52 BSBFP 1680 600 020 786 91-1295231 343,869-00 4 586771-00-0 1629 & 1794 238910 057316242 \\Vmfl1e01\DataShares�Admin\Pre 4uals & B+d References\JRH OPERATION DETAILS 3.Z9.10.docx ' ' � ' ' , � � � ' � , , � ' � ' , (_������< � �t`'� REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 JRHAYSI145J3 11/30/20I0 EFFECTiVE.DATE . 4/23J1986 J R HAYES & SONS INC 22430 SE 231 ST MAPLE` LEY WA 98 72 �- Si�nature c _ Issued by DEPARTMENT OF LABOR AND INDUSTRIES LJ � � : - - - - ,- :�? �.$ , � NOT TRANSFERPcBLE ' STATE UF WASHINGTON DEPrtRTMENT OF REV�NLTE ', HAWWG CQMPL�ED �NITH.�REGISTRATIOfY'RROVISIO�NS� OF RGW����82.t2� OR 82.32, �THE PER56N ' ' .. i�AMEF7.� NEl'�EON IS AU7#iORAZED TO �ENGAGE IN BUSINESS, IN THE STATE OF WA5HINGTON. � S. F. No. 2405 BEG#STRATtON NUMBER . .� � � � , ,.s �._ �'+^`-- , r` ) r;;:1 a� . _. �4', , � �,` , . ti L , ... � `� � �, . r . .. � . ., l� � ( �% � _ 1 ,.� . .t .xl � _ "` :: .: :; �. � . '.�:•�. .. � . t�{., t�fSF�L�4Y C4NSPIGUOUS�.lI;. AT YOUR `PLACE` O�,BtJSINESS� . � � ���r ,��_ �.� - r. � .., . � : ; ., __ .. ,. , � ' � ' , ' , ' ' ' ' DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CC01 JRHAYSI145J3 I1/30/2010 EFFECTIVE DATE 4J23/1986 J R HAYES & SONS INC 22430 SE 231 ST MAPLE VALLEY WA 98038-8272 � �F� ;-n52-ax� � si97� � � � � � � � � � � w � � � � � � � � � ' ' , , ' ' ' , ' ' � � ' ' ' 1 ' ' Attachment 1 PUBLIC WORKS CONTRACT FOR PACIFIC HIGHWAY SOUTH HOV LANES PHASE IV SOUTH 312TH STREET TO DASH POINT ROAD THIS PUBLIC WORKS CONTRACT ("Contract'� is dated effective this �� day of , 20� and is made by and between the City of Federai Way, a Washington municipal corporation ("City or Owner'�, and J.R. Hayes & Sons, Inc., a Washington (�'Contractor'�. A. The City desires to retain an independent contractor to furnish all labor and materials necessary to perform work necessary to complete the Pacific Highway South HOV Lanes Phase IV - South 312th Street to Dash Point Road Project in Federal Way, located at Pacific Highway S; S 312�' St to Dash Point Road, 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 Pacific Highway South HOV Lanes Phase IV - South 312th Street to Dash Point Road project, including without limitation: new asphalt concrete pavement, curb & gutters, sidewalks, median construction, drainage improvements, structural retaining walls, utility undergrounding, traffic signals and interconnect, illumination, landscaping and other work, ("Work'�, in accordance with and as described in the Contract Documents, which include without limitation, this Contract, Request for Bids, Bidder's Checklist, Instructions to Bidders, General Contractual Terms and Conditions, Bid Form, Bid Signature Page, Bid Bond, Combined A�davit 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, 2008 WSDOT / APWA Standard Specifications for Road, Bridge and Municipal Construction, Amendments to the Standard Specifications, contract Special Provisions, FHWA 1273 attached as Appendix A, current Prevailing Wage Rates attached as Appendix B, King County Metro Transit Standards attached as Appendix C, WSDOT Standard Plans attached as Appendix D, Federaf Way Standard Details attached as Appendix E, Lakehaven Utility District Water Special Provisions attached as Appendix F, Lakehaven Utility District Water Line Standards attached as Appendix G, Puget Sound Energy Construction Standards attached as Appendix H, Geotechnical Boring Logs attached as Appendix i, Construction Storm Water General Permit attached as Appendix J, Hydraulic Project Approval attached as Appendix K, and alf other Appendices attached hereto and incorporated by this reference, (collectively the "Contract Documents'�, City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase N RFB Ver_ 1-08 South 312th Street to Dash Point Road Page 50 Apri12010 ' which Work shall be completed to the City's satisfaction, within the time period prescribed by the City and pursuant to the direction of the City Manager or his or her designee. 1.2 Com�letion 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 340 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 wiN 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 scppe of the Work. Contractor agrees to fully perform any such alterations City of Federat Way Pacific Highway South HOV Lanes Phase N South 312th Street to Dash Point Road Page 51 ' ' �� ,,� ' � C , ' ' � C J ' 1 , RFB # 10-103 RFB Ver. 1-08 ' Apri12010 , 1 ' ' ' � 1 � ' LJ or additions to the Work. Ail 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 statemerit setting forth the general nature and monetary extent of such claim; provided the City, in its sole discretion, may extend such five (S) day submitta! 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 ifi asserted after final payment under this Contract. - 1.7 Disputes, Claims and Appeals If disputes occur during the contract, the Contractor shall pursue resolution through the Project Engineer. The Contractor shall follow the procedures outlined in Standard Specification 1-04.5. If the negotiations using the procedures outlined in Section 1-04.5 fails to provide satisfactory resolution, the Contractor shall pursue tne formal method outlined in Standard Specification 1-09.11(2) for submitting a claim. All claims, counterclaims, disputes and other matters in question between the City and the ' Contractor that are not resolved between the Project Engineer and the Contractor will be decided in the Superior Court of King County, Washington, which -shall have exclusive jurisdiction and venue over all matters in question between the City and the Contractor. This 1 contract shall be interpreted and construed in accordance with the laws of the State of Washington. ' ' Pending final decision of the dispute hereunder, the Contractor shall proceed diligently with the performance of the contract and in accordance with the direction of the Project Engineer. Failure to comply precisely with the time deadlines specified as to any claim, sha11 operate as a release of that claim and a presumption of prejudice to the City. 1.8 Work and Materials Omitted. The Contractor shall, when directed in writing by ' the City, omit work, services and materials to be furnished under the Contract and the value of the omitted work and materials will be deducted from the Total Compensation and the delivery schedule will be reviewed if appropriate. The value of the omitted work, services and materials ' will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. ' ' � 1.9 Utility Location. Contractor is responsible for locating any underground utilities afFected by the Work and is deemed to be an excavator for purposes of Chapter 19:122 RCW, City of Federal Way RFB # 10-103 Pacific Highway South HOV La�es Phase IV RFB Ver. 1-08 South 312th Street to Dash Point Road Page 52 Apri12010 ' as amended. Contractor shall be responsible for compliance with Chapter 19.122 RCW, including utilization of the "one call" locator system before commencing any excavation activities. 1.10 Air Environment. Contractor shall fully cover any and a1t 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 L_J ' � , This Contract shall commence on the effective date of this Contract and continue until the completion of the Work, which shall be no more than 340 working days to complete, and ' the expiration of ail warranties contained in the Contract Documents ("Term'�. 3. WARRANTY 3.1 Requisite Skill. The Contractor warrants that it has the requisite skill to complete the Work, and is appropriately accredited and licensed by all applicable agencies and governmental entities, including but not limited to being registered to do business in the City of Federal Way by obtaining a City of Federal Way business registration. Contractor represents that it has visited the site and is familiar with all of the plans and specifications in connection with the completion of the Work. 3.2 Defective Work. The Contractor shall, at its sole cost and expense, correct all Work which the City deems to have defects in workmanship and material discovered within one (1) year after the City's final acceptance of the Work as more fully set forth in the General Conditions of the Contract. This warranty shall survive termination of this Contract. Conducting of tests and inspections, review of specifications or plans, payment for goods or services, or acceptance by the City does not constitute waiver, modification or exclusion of any express or implied warranty or any right under this Contract or law. 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 Nine Million Eight Hundred Twenty-Seven Thousand Two Hundred Ninety-Two and 84/100 Dollars ($ 9,827,292,84), which amount shall constitute full and complete payment by the City �'Total Compensation'�. 4.2 Contractor Res�onsible 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. City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase IV RFB Ver. 1-08 South 312th Street to Dash Point Road Page 53 April 2010 ' ' , �J ' � ' ' ' ' , , , ' � � � 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. � � � � �'� � � � � L! � Payment . to the Contractor for partial estimates, final estimates, and retained percentages shall be subject to controlling laws. 4.5 Retainaae. Pursuant to Chapter 60.28 RCVI/, five percent (5%) of the Total Compensation shall be retained by the City to assure payment of Contractor's state sales tax as well as payment of subcontractors, suppliers and laborers. Upon execution of this Contract, Contractor shall complete, execute and deliver to the City the Contractor Retainage Agreement attached hereto as Exhibit "C" or execute the Retainage Bond attached hereto as Exhibit "D". No payments shall be made by the City from the retained percentage fund ��Fund'� nor shall the City release any retained percentage escrow account to any person, until the City has received from the Department of Revenue a certificate that all taxes, increases, and,penalties due from the Contractor and all taxes due and to become due with respect to the Contract have been paid in full or that they are, in the Department's opinion, readily collectible without 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 forly-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, IayofF or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. Contractor comply with and shall not violate any of the terms of Chapter 49.60 RCW, Title VII of the Civil Rights Act of 1964, the Americans With Disabilities Act, Section 504 of the Rehabilitation Act of 1973, 49 CFR Part 26, or any other applicable federal, state, or local law or regulation regarding non- discrimination. Any material violation of this provision shall be grounds for termination of this Contract by the City and, in the case of the Contractor's breach, may result in ineligibility for City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase IV RFB Ver. 1-08 South 312th Street to Dash Point Road Page 54 Apri12010 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. 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. City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase IV � RFB Ver. 1-08 South 312th Street to Dash Point Road Page 55 Apri12010 � � CJ � � � � �' � (5) If the Contractor should fail to complete the Work within the time specified in this Contract. (6) If the Contractor should fail to complete the Work in compliance with the plans and specifications, to the City's satisfaction. (7) If the Contractor should fail to make prompt payment to subcontractors or for material labor. (8) If Contractor should persistently disregard laws, ordinances or regulations of federal, state, or municipal agencies or subdivisions thereof. (9) If Contractor should persistently disregard instructions of the City Manager or his or her representative. (10) If Contractor shall be in breach or violation of any term or provision of this Contract, or (11) If the Work is not being perFormed pursuant to RCW 49.28.050 or 49.28.060. � 7.3 Result of Termination. In the event that this Contract is terminated for cause by the City, the City may do any or all of the following: (1) Stop payments. The City shall cease any further payments to Contractor and Contractor shall be obligated to repay any payments it received under this contract. (2) Complete Work. The City may, but in no event is the City obligated to, � complete the Work, which Work may be completed by the City's agents, employees or representatives or the City may retain independent persons or entities to complete the Work. Upon demand, Contractor agrees to pay to the City all of its costs and expenses r in completing such Work. � (3) Take Possession. The City may take possession of the Properly and any �, equipment and materials on the Properly 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, City of Federal Way � Pacific Highway South HOV Lanes Phase IV South 312th Street to Dash Point Road Page 56 RFB # 10-103 RFB Ver. 1-08 April 2010 shareholders, agents, employees, or by the Contractor's breach of this Contract. Contractor waives any immunity that may be granted to it under the Washington State Industrial Insurance Act, Title 51 RCW. Contractor's indemnification shall not be limited in any way by any limitation on the amount of damages, compensation or benefits payable to or by any third party under workers' compensation acts, disability benefit acts or any other benefits acts or programs. 8.2 City Indemnification: The City agrees to indemnify, defend, and hold the Contractor, its officers, directors, shareholders, partners, employees, and agents harmless from any and all claims, demands, losses, actions and liabilities (including costs and attorney fees) to or by any and all persons or entities, including without limitation, their respective agents, licenses, or representatives, arising from, resulting from or connected with this Contract to the extent solely caused by the negligent acts, errors, or omissions of the City, its employees or agents. . 8.3 Survival. The provisions of this Section shall survive the expiration or termination of this Contract with respect to any event occurring prior to such expiration or termination. 9. INSURANCE 9.1 Minimum Limits. The Contractor agrees to carry as a minimum, the following insurance, in such forms and with such carriers who have a rating which is satisfactory to the City: . (1) Workers' compensation and � employer's liability insurance in amounts sufficient pursuant to the laws of the State of Washington; (2) Commercial general liability insurance with combined single limits of liability not less than $2,000,000 for bodily injury, including personal injury or death, products liability and properly 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. City of Federal Way RFB # 10-103 Pacific Highway South H(jV Lanes Phase N RFB Ver. 1-08 South 312th Street to Dash Point Road Page 57 Apri12010 �' � � (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. � � � � � �i � 9.3 Verification. Contractor shall furnish the City with certificates of insurance evidencing the coverage required by the Section, in compliance with the Certificate(s) of Insurance Form attached hereto as Exhibit "F", which certificate must be executed by a person authorized by the insurer to bind coverage on its behalf. The City reserves the right to require complete certified copies of all required insurance policies, at any time. 9.4 Subcontractors Contractors shall include all subcontractors as additional insured under its policies or shall furnish separate certificates for each subcontractor. All coverage for subcontractors shall be subject to all of the requirements stated herein. 9.5 Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions must be disclosed by Contractor and approved in writing by the City. At the option of the City, Contractor shall either reduce or eliminate such deductibles or self-insured retentions or procure a bond guaranteeing payment for any amounts not covered by the insurance by reason of such deductibles or self-insured retentions. 9.6 Asbestos Abatement or Hazardous Materials. If asbestos abatement or hazardous materials work is performed, Contractor shall review coverage with the City's Risk Manager and provide scope and limits of coverage �hat 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. City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase IV RFB Ver. 1-08 South 312th Street to Dash Point Road Page 58 Apri12010 11. SAFETY Contractor shali 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 properry that is likely to become displaced or damaged by the execution of the Work. The Contractor shall, at its own expense, secure and maintain a safe storage place for its materials and equipment and is solely responsible for the same. 12. PREVAILING WAGES 12.1 Waaes 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 RCVU because of the definition °Contractor" in Chapter 296-127-010 WAC, complies with all the requirements of Chapter 39.12 RCW. 12.2 Exemptions to Prevailing Wage. The prevailing wage requirements of Chapter 39.12 RCW, and as required in this Contract do not apply to: (1) Sole owners and their spouses; (2) Any partner who owns at least 30% of a partnership; City of Federal Way RFB # 10-103 Pacific Highway South HOV Lafnes Phase IV RFB Ver. 1-08 � South 312th Street to Dash Point Road Page 59 Apri12010 � � (3) The President, Vice President and Treasurer of a corporation if each one owns at least 30% of the corporation. � 12.3 Reportina 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 LBcI and a certified copy of all the approved forms k�ave �` . been submitted to the City. C� � � � :� � � I� �� 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 perf'orming the Work shall become the properly of the City and shall be delivered to the City at its request. • 15. CONFIDENTIALITY Any records, reports, information, data or other documents or materials given to or prepared or assembled by the Contractor under this Contract will be kept as confidential and City of Federal Way RFB # 10-103 Pacific Highway South HOV Lane's Phase N RFB Ver. 1-08 South 312th Street to Dash Point Road Page 60 Apri12010 � shall not be made available to any individual or organization by the Contractor without prior written approval of the City. 16. BOOKS AND RECORDS The Contractor agrees to maintain books, records, and documents which sufficiently and properly reflect all direct and indirect costs related to the perFormance of this Contract and such accounting procedures and practices as may be deemed necessary by the City to assure proper accounting of all funds paid pursuant to this Contract. These records shall be subject at all reasonable times to inspection, review or audit by the City, its authorized representative, the State Auditor, or other governmental officials authorized by law to monitor this Contract. 17. CLEAN UP At any time ordered by the City and immediately after completion of the Work, the Contractor shall, at its own expense, clean up and remove all refuse and unused materials of any kind resulting from the Work. In the event the Contractor fails to perform the necessary clean up, the City may, but in no event is it obligated to, perform the necessary clean up and the costs thereof shall be immediately paid by the Contractor to the City and/or the City may deduct its costs from any remaining payments due to the Contractor. 18. CONTRACTOR AND SUBCONTRACTOR RESPONSIBILTTY: 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 RCV1l, 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.Q65 (3); Have Industrial Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW, if applicable; A Washington Employment Security Department number, as required in Title 50 RCW, if applicable; A Washington Department of Revenue state excise tax City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase IV RFB Ver. 1-OS South 312th Street to Dash Point Road Page 61 Apri12010 �� � � , � � �. � � �'' �� ' ' registration number, as required in Title 82 RCW, if applicable; An electrical contractor license, if required by Chapter 19.28 RCW, if appiicabie; An elevator contractor license, if required by Chapter 70.87 RCW. ' 19. GENERAL PROVISIONS ' � 19.1 Entire Contract. The Contract Documents contain al! 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 sha11 be effective for any ' purpose. _ 19.2 Modification. No provisions of this Contract, including this provision, may be ' amended or added to except by agreement in writing signed by the Parties or their respective successors in interest. ' 19.3 Full Force and Effect. Any provision of this Contract, which is declared invalid, void or illegal, shall in no way affect, impair, or invalidate any other provision hereof and such other provisions shall remain in full force and effect. ' 19.4 Assignment. The Contractor shall not transfer or assign, in whole or in part, any or all of its obligations and rights hereunder without the prior written consent of the City. In ' the event the City consents to any such assignment or transfer, such consent shall in no way release the Contractor from any of its obligations or liabilities under this Contract. ' ' � ' ' ' 19.5 Successors In Interest. Subject to the preceding Subsection, this Contract shall be binding upon and inure to the benefit of the Parties' successors in interest, heirs and assigns. 19.6 Attorney Fees. In the event the City or the Contractor defaults on the performance of any terms in this Contract, and the Contractor or City places the enforcement of the Contract or any part thereof, or the collection of any monies due, or to become due hereunder, or recovery of possession of any belongings, in the hands of an attorney, or file suit upon the same, each Party shall pay all its own attorneys' fees, costs and expenses. The venue for any dispute related to this Contract shali 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 Governinq Law. This Contract shall be made in and shall be governed by and interpreted in accordance with the laws of the State of Washington, ' i9.9 Authori . Each individual executing this Contract on behalf of the City and Contractor represents and warrants that such individuals are duly authorized to execute and deliver this Contract on behalf of the Contractor or City. ' ' ' 19.10 Notices. Any notices required to be given by the City to Contractor or by the Contractor to the City shall be delivered to the Parties at the addresses set forth below: Any City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase IV . RFB Ver. 1-08 South 312th Street to Dash Point Road Pag,e 62 April 2010 ' 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 maihshall 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 arty of the Contract Documents, the City Manager or his or her designee shall issue an interpretation of the controlling document, which interpretation shall be final and binding. DATED the day and year set forth above. CITY OF FEDERAL WAY By: � a�/ Bria . Wilson City Manager//�/, �, Gti��; 33325 8th Avenue South PO Box 9718 Federal Way, WA 98063-9718 ATTEST: City Clerk, Carol McN lly, CM APPROVED AS TO FORM: City Attorney, Patricia A. Richardson , � , � � 1 � ' �.J ' ' � �, � ' � City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase IV RFB Ver. 1-08 � South 312th Street to Dash Point Road Page b3 Apri12010 1 1 ' 1 u ' ' � �.R. HAYES & SONS, INC. s Daniel M. Hayes, President 22430 SE 231� Street Maple Valley, WA 98038 (425) 392-5722 STATE OF WASHINGTON COUNTY OF KING ) ) ss. ) On this day personally appeared before me Daniel M. Hayes, to me known to be the ' President of J.R. Hayes & Sons, Inc., that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said 1 ' 1 ' LJ Ir � ' 1 1 ' corporation, for the uses and purposes therein mentioned, and on oath stated that he 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 1� day of Tun.e, , 2010. ,����...�. �� � Jed ��.°� = �� R � '�:� ���' .�- ; � �: �� p� AR Y �a`�; : \ � �� � ,.. � � : .- � � ` G : 2' � � '; PUB�-� � : �O ``� � 1-4�; 5����ti�� � �9 ' "��� C.� "r `�y � ; t - , ���r r K:\CONTRACT�2009\RFB 10-103 Phase IV.doc G: \LAWFORMS\CITY-WIDE\RFB Update 12/07 City of Federal Way Pacific Highway South HOV Lanes Phase IV South 312th Street to Dash Point Road �ls'+a L �Il�h rl �� (printed/typed n e of notary) Notary Public in and for the State of Washington My commission expires: I—�- J 3 Page 64 RFB # 10-103 RFB Ver. 1-08 Apri12010 State ofWashington �- Departrnent ofRevenue PO Box 47474 REVENUE o�ymp�a wA 9ssoaaa�a From: ' Date NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT City of Federal Way PO Box 9718 Federal Way, WA 98003 Date Assigned Notice is hereby given relative to the completion of contract or project described below � � II � � �� � � � � Description of Contract Contract Number Contractor's Name Telephone Number Con�actor's Address Date Work Commenced Date Work Compieted Date Work Accepted Surety or Sonding Company . Agent's Address Contractor's Registration No. (ITBI No.} Assigned To Contract Amount $ Additions $ + Reductions $ — Liquidated Damages $ Sub-Total $ Amount of Sales Tax Paid at %$ (Ifvarious rates apply, please send a breakdown.) _ TOTAL $ Comments: Amount Disbursed Amount Retained $ $ TOTAL $ ;� M,��'. a,�;. ��y� � µ�!�"� Signature � Type or Print Na.me Phone Number � The Disburs�ng O�cer must complete and mail THREE copies of this notice to the Department of Revenue, � PO Box 47474, Olympia; WA 985047474, immediately after acceptance of the work done under this contract. NO PAY'MENT SHALL BE MADE FROM RETAINED FLJNDS until receipt of DeparimenYs certificate, and then only in accordance with said certificate. . � To inquire about the availability of this document in an altemate format for the visually impaired, please call (360) 7533217. Teletype (TTI� users please call (800) 451-7985. You may also access tax information on our Intemet home page at http://dor.wa.gov. REIt � 0020e f4-27-01� � � � � � � � � � � �ty of Federal Way Pacific Highway South HOV Lanes Phase N South 312th Street to Dash Point Road Page 67 � � RFB # 10-103 RFB Ver. 1-08 Apri12010 � � � � � � � � � � � �� {;���_ii� CIT1f OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT PRO]ECT NUMBER PROJECT TITLE CHANGE ORDER NUMBER SUMMARY OF PROPOSED CHANGES: EFFECTIVE DATE CONTRACTOR The time provided for completion in the Contract is ❑ Unchanged ❑ Increased ❑ Decreased by Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? � If "Yes" Will the Policies Be Extended? PRICE CHANGE LUMP SUM: INCREASE $ UNIT PRICE: ❑ Yes ❑ No ❑ Yes ❑ No DECREASE $ THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTlTIES INVOLVED IN THIS CHANGE ITEM NO. ITEM TOTAL NEf CONTRACT: QUANTITY UNIT PRICE INCREASE $ An independent cost analysis has been performed ADD OR DELETE DECREASE $ ❑ Yes ❑ No STATEMENT: Payment for the above work wil/ be in accordance with app/icable portions of the standard specifications, and with the understanding that a/l materia/s, workmanship and measurements shal/ be in accordance with the pro�isions of the standard specifications, the contract p/ans, and the special pro�isions governing the types of construction. CONTRACTOR'S DEPT. DIRECTOR/MANAGER SIGNATURE ' SIGNATURE City of Federal Way Pacific Highway South HOV Lahes Phase IV South 312th Street to Dash Point Road Page 68 DATE RFB # 10-103 RFB Ver. 1-08 Apri12010 DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER *AD�USTMENTS NEW CONTRACT AMOUNT � AD7USTMENTS CHANGE ORDER ESTIMATE IS HEREBY PAY THIS ADJUSTED AMOUNT *Adjustments: $ $ $ $ $ ❑ INCREASED $ ❑ DECREASED $ � DEPARTMENT DIRECTOR'S SIGNATURE City of Federal Way Pacific Highway South HOV Lanes Phase N South 312th Sueet to Dash Point Road Page 69 RFB # 10-103 RFB Ver. 1-08 April 2010 � , � ' L1 , � � ' LJ EXHIBIT C CONTRACTOR'S RETAINAGE AGREEMENT City of Federel Way Bid/Corrtract Num�r 33325 8th Avenue South �RFB 10-103 PO Box 9718 Federal Way, WA 96063-9718 253-835-7000 IDENTIFICATION AND DESCRIPTION Projec# Title Pa ifi Hi hwa South HOV n Phase N- Sout 312th St t t D h Po Cantractor �, . '— c Representative �IM Bid No. R('rA 1� —103 Date � u o Administering Department City Representative Funding Source Project Authority RETAINAGE FORMULA In accordance with applicable S�te Statutes, the following provisions will be made for the disposition of the retainage held for investment: 1. 2, 3. All investments selected below are subject to City approval. Retainage under this agreement will be held in escrow by the (referred to herein as the Bank), the terms of which are specified by separate escrow agreement. The cost of the investment program and the risk thereof is to be borne entirely by the contractor. The final disposition of the contract retainage wiil be made in accordance with appficable statutes. CONTRACTOR'S INSTRUCTIONS • � Pursuant ta RCW 60.28.010 I hereby notify the City of Federal Way of my instructions C to invest,�cnot to invest the retainage withhefd under the terms of this contract If the investment option is selected, pfease provide the following information: � � Name of Bank, Mutual Fund, or Savings & Loan Association: Address: Acrnunt #: • Contact Person: Contractor: Date: 1 By: Title: Address: Phone: • Fed ID #: Est. Completion Date: , � 1 � ' � CITY APPROVAL Approval of Investment Program and Retainage Agreement CERTIFICATION FOR RELEASE OF CONTRACT REfAINAGE Finance Director Date Contract No. Project Tide: Pacific Highwav South HOV Lanes Phase IV - South 312th Street to Dash Point Road 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 atso certify that no liens have been received within 30 days from the above date from any person, persons, mechania, subcontractors or materialman who has pertormed any work or provided any material of subject contract. Contract Administrator City of Federal Way RFB # 10-103 Pacific Highway South HOV Lahes Phase N RFB Ver. 1-08 South 312th Street to Dash Point Road Page 70 April 2010 f�e 74 Exhibit C Contractor's Retainage Agreement Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale h Director of Administering Departrnent Also, pfease find attached certifications by the applicable state agendes 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.) i 1 1 I ' City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase IV RFB Ver. 1-08 South 312th Street to Dash Point Road Page 71 Apri12010 F�e 75 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale � �I � EXHIBIT D RETAINAGE BOND TO CITY OF FEDERAL WAY PACIPIC HIGHWAY SOUTH HOV LANES PHASE IV SOUTH 312TH STREET TO DASH POINT ROAD � � � � .� KNOW ALL PERSONS BY THESE PRESENTS that we, the undersigned, as principal ('�Principal'�, and . a Corporation organized and existing under the laws of the State of , as a surety Corporation, and quatified under the laws of the State of Washington to become surety upon bonds of Contractors with Municipal Corporations, as surety ("Surety'�, are jointly and severally held and firmly bonded to the City of Federal Way ("City'� in the penal sum of: ($ ) for the payment of which sum we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. A. This obligation is entered into in pursuant to the statutes of the State of Washington and the ordinances, regulations, standards and policies of the Ciry, as now existing or hereafter amended or adopted. • B. Pursuant to proper authorization, the City Manager is authorized to enter into a certain contract with the Principal, providing for the Pacific Highway South HOV Lanes Phase IV - South 312th Street to Dash Point Road Project, which contract is incorporated herein by this reference ("ContracC'�, 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 fumishing 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 eacisting 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 fo[ al� 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 RCV11; and E. The Principal has accepted, or is about to accept, the Contract, and undertake to perform the work therein provided for in the manner and within the time set forth, for the amount of $ and F. The City is prepared to release any required retainage money previously paid by the Principal prior to acceptance and successful operation and fulfillment of all other terms of said contract upon being indemnified by these presents, NOW, THEREFORE, if the Principal shall perform all the provisions of the Contract in the manner and within the time periad 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 shalt •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 RFB # 10-103 Pacific Highway South HOV Lane's Phase N RFB Ver. 1-08 South 312th Street to Dash Point Road Page 72 Apri12010 � 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 ceceiving 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 compfete participation in mediation, described in the below paragraph, prior to any interplead action. In the event a dispute should arise between the Parties to this Bond with respect to the City's declaration of default by the Principal, the Parties agree to participate in at least four hours of inediation in accordance with the mediation procedures of United States Arbitration and Mediation ��USA&M'�. The Parties shall proportionately share in the cost of the mediation. The mediation 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 parly hereto affixed, and these presents duty signed by its undersigned representatives pursuant to authority of its goveming body. CORPORATE SEAL: CORPORATE SEAL: PRINCIPAL Bjr: _ Title: Address: SURETY By: Attorney-in-Fact (Attach Power of Attorney) Title: Address: � � � � � , � �� City of Federal Way Pacific Highway South HOV Lanes Phase N South 312th Street to Dash Point Road Page 73 RFB # 10-103 RFB Ver. 1-OS Apri12010 � � � ' � 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 � � � I � APPROVED AS TO FORM: Patricia A. Richardson, City Attorney City of Federal Way Pacific Highway South HOV Lanes Phase N South 312th Street to Dash Point Road Page 74 RFB # 10-103 RFB Ver. 1-08 Apri12010 �� � � � � � � � � City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase N RFB Ver. 1-08 South 312th Street to Dash Point Road Page 75 April 2010 � ' • ..: `t � EXHIBIT E NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGANIZATIONS 1 NONDISCRIMINATION I1V EMPLOYMENT TO: ALL EMPLOYEES ' AND TO : �0� nPFRaTTN(' FN('TNFFRS ,� I 74 TFAMSTF.RS (Name of Union or Organization) , The undersigned currently holds contract(s) with CITY oF FEDER�IL wAY involving funds or credit of the City of Federal Way, Washington, or (a) subcontract(s) with a prime contractor holding such contract(s). ' �� � � � � � LJ � � � 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 discrimina�e 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 fumished 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 availab{e to employees or applicants for employment. Complaints may be submitted to: Brian Roberts, P.E. Street Systems Project Engineer City of Federal Way Public Works Department PO Box 9718 Federal Way, WA 98063 JIM LLY - SR OJ T MANAGER ,T . R. HAV .S f� Af1NS � T NC _ (Contractor or subcontractor) �' — ��j' oZC'/ � Date � City of Federal Way Pacific Highway South HOV Lanes Phase N South 312th Street to Dash Point Road Page 76 RFB # 10-103 RFB Ver. 1-08 Apri12010 f�e 80 Exhibit E Notice of Labor Unions or other Employment Organizations Nondiscrimination in Employment Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale a., ' � , � � City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase IV RFB Ver. 1-08 South 312th Street to Dash Point Road Page 77 Apri12010 F�e 81 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale � � ', ` . � ' ' � � � � ' � � 1. � � � � � � � EXHIBIT F CER7YFICATE O� INSURANCE This is to certify to the �ty of Federal Way, Washington, that the foilowing policies are in force for: Name af Insurecf � eS Address �ay3a 5� 3! Contract Title and/or Desa�iption of ]ob 312th Street to Dash Point Road 1. GENERAL L�ABILITY A. 0 C. Commeraal, General l.iability Insurance, and Business Automo�ile �.iability Insurance with iimlts of not less than: (1) Commercial Generai Liability Insurance with combinec! singie limits of not less than Two Million and no/100 Datfars ($2,000,000.00} for bodily injury, including personal injury or cieath, products liab9lity and property damage. (2) Business Automobiie Liabil'rty Coverage (inciuding any and all leased, owned, hired or nan-c�wned vehfcles t�sed in any activities a�sociated with this contract) with mmbined single lim(ts of not less than Two Million and na/100 Dollars ($2,000,000.00) for bodiiy injury, inciuding personaE injury or death, and property damage. The following �overages are included in both Primary and Excess Liability Contracts. 1. Broad Form Property Damage Coverage 2. Blanket Broad Form Contractual 3. Stop-Gap Employer's Confingent Liability 4. lJnderground Damage, Collapse and B{asting or Exptosion 5.. Contractor's Protecfive 6. Personal Injury Liability (Ubel, Slarxler, Defamation, etc.) 7. Pmducts and CompEeted Operations 8. Non-owned and Hired Auto Coverage 9. Mobile Equipment - �-�ab;�:�y 10. ____ _ YES � NO ❑ 1 F�s pe✓ 5� �YES � IVO ❑ Tb0 CGL POL�c� �ES tvo ❑ �s � ruo ❑ �� YE5 NQ �— As Q� S YES NO ❑ =50 C�►- �o�:•�J YES NO ❑ YES � NO ❑ �s C�rvo D YES � NO ❑ General itequirements of Policy(ies) shalE include, but ndt be limited to: 1. Gty of Federak Way is an addltionai named insured by endorsement as respects this contract and sucn insurance as is carried by the contractor is primary. 2. In the event of non-renewal, cantelfatiDn or material change in #he coverage provided, thirLy {30) days written notice shall be Fumished the City of Federal Way prior to the date of non-renewal, canceilation or r.hange, such notice to be sent tb City of �ederal Way Risk Manager, 33325 8th Avenue South, Federal Way, Washington 98003. CityofFederal Way RFB# 10-]03 Pzcific Highway South HOV Lanes Phase IV . RFB Ver. 1-08 5outh 312th Street to Dash Point Road Pag� 78 April 2Q10 Page 82 Exhibit F Certificate of Insurance 'Provided to Builders Exchange of WA, Inc. For usagE Conditions Agreement see www.bxwa.�om - Always Verify Scale '� ; � ' , ' , � � � � � , , � � ' 3. City of �ederal Way has no obligation tn report occurrences unless a claim is filed with City of Federaf Way; and City of Federaf Way has no obligation t� pay premiums. 4. The contractars insurance policies contain a"cross liability" endorsement substantially as follaws: The inclusion of more than one insured under this policy shall not affect the rights of any Insured as respects any claim, suit or juckgment made or brought by ar for any other Insured or by or for any empioyee ot any other Insured. This poficy shal! protect each Insured in the same manner as though a separate p�licy had been issued to each, except that �othing herein shall operate to increase the company's tiability beyond the amount or amounts for whlch the company woutd have been iiabie had on{y one Fnsured been named. I, e.�ft�U. � hereby certify that I am an Authorized RepresenL above r�amed insurance cornpany(i s); that I have read the foregoing Certifipte af lcnow the cQntents thereof; and that the palicies of Insura . ve pravir� coverage required by this Certificate of rnsurance. ������ � Q =�C: `� Authorized Repr� Subscribed and sworn to before me this �.(��cfay df_ �U I'1Z , 20� Q ,�. � 4 � � �.ty/� y'!•¢•���Q ���i �'��;� .� ': NOTAR m :° : •— a. N _ PU L1G : _ = � •25-,2.�1�`: C���\\�: O j� • WAgN�� 1 �����• ' �//1111111tN����� Tt�e undersigned further certifies that the above signed is his authorized insurance representative. � ntra r 2. C E SATION INSURANCE The fillowing coverages are provided as indicated: A. Workman's Compens tion Act of the State of Washington (Account No. � , 8, C�9'C�) �( B. United States Longshoremen's and Harborworker's Compensation Act: v�s ❑ No �t i usance Com ' s Poli No. Eff ct}ve Ex ir � RFB # 1�_1�3 City of Federal Way Pacific Highway South HOV Lanes Phase N • TtFB Ver. 1-08 ' South 312th Street to Dash Point Roa@ Page 79 Apri12010 Page 83 1 Provided to Builders Exchange of WA, fne. For usage Conditions Agreement see www.b�cwa.com - Always Verify Scale '. ' ; � 1, , hereby certify that I am an Authorized Representati�e of the ' above named insurance tompany(ies); that T have read the foregoing Certificate of insurance and know the contents thereof; and that the poiicies of insurance listed above provide the insurance coverage required by this Certificate of Insurance. � . Authorizad Representative , Subscribed antl sworn to before me this day of . 20_. , . 1 (printed/typed name of notary) Notary Public in and for the State of Washington My commission expires: t The undersigned further certifies that the above signed is his auth�rized insurance representative. ' Contractor � I 1 �� . . r � � � 1 . City of Federal Way RFB # 10-103 Pacific Highway South HOV Lanes Phase IV RFB Ver. 1=OS , South 312th Street to Dash Point Raad Page 80 April 20I0 Page 84 'Provided fo BuiEders Exchange of WA, Ina For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ' � ACORD�, CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 06/16/10 PRODUCER 1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Bacic Group LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Sacic Pacific =nauraace Services, Lr,c #OF82099 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR loll xs xigh st. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Suite 101 Issaquah, SvA 98029 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURERA:ZUrich American Iae CO 16535 J.R. Hayes � Soas Inc. INSUAERB:NAVICiATORS INS CO 42307 22430 Southeast 231st INSURER C: Maple Valley, 9PA 98038 INSURERD: INSUfiER E: ;- COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS TR A X GENERALLIABILITY CP0369678408 11/15/09 11/15/10 EACHOCCURRENCE $1,000,000 X COMMERCIALGENERAL�IABILITY PREMISES Eaoccurence $ 300,000 CLAIMSMADE � OCCUR MEDEXP(Anyoneperson) $10,000 X 9 P A StOp G ap PERSONALBADVINJURY $1,000,000 GENERALAGGREGATE $2.000,000 GEN'LAGGREGATELIMITAPPLIESPER: PRODUCTS-CAMP/OPAGG $Z.000,000 POLICY X PRO- LOC A AUTOMOBILELIABILITY CP0369678408 11/15/09 11/15/10 COMBINEDSINGLELIMIT X ANYAUTO (Eaaccident) $1, 000, 000 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON-0WNED AUTOS (Per accident) $ X Comp $1000 Deduct PROPERTYDAMAGE $ X Coll $1000 Deduct (Peraccident) GARAGELIABILITY AUTOONLY-EAACCIDENT $ ANY AUTO OTHER THAN � ACC $ AUTOONLY: AGG $ B EXCESSNMBRELLALIABILITY SS09$XC542481NV 11/15/09 11/15/10 EqCHOCCURRENCE $5,000,000 X OCCUR � CLAIMSMADE AGGREGATE $5,000,000 $ DEDUCTIBLE S RETENTION $ $ WC STATU- OTH- WORKERS COMPENSATION AND T EMPIOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCIUDED7 E.L. DISEASE - EA EMPLOYEE $ If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY UMIT $ OTHER DESCHIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENOORSEMENT/ SPECIAL PROVISIONS JRHA Job #1010008 Pacific HAIY South Per the attached endorsement the following are included as Additional Insured's: City of Federal i�ay its officera, officials, employeea, volunteers and agents This inaurance 3s primay and non-contributory CERTIFICATE HOLDER ' ioioos City of Federal �Pay Public Works Department I PO Box 9718 Federal Way , WA 98063-9718 IISA ' ACORD 25 (2001/08) robertatansey 16219847 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSUHER WILL ENDEAVOR TO MAIL 45 DAYS WRRTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHOflRED REPRESENTATIVE '^ ;�� �� - ^ � a.C�J m ACORD CORPORATION 1988 Certificate Delivery by CertificatesNow - www.ConfirmNet.com - 877.669.8600 .. {- IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. �,, ACORD 25 (2001/08) ' � �. ' � �� ' ' ' ' ' � 1 � �� ' ' ' ' , Additional Insured — Automatic — Owners, Lessees Or Contractors � ZURICH Policy No. Exp. Date of Pol. Eff. Date of End. Agency No. Addl. Prem. Retum Prem. CP0369678408 11-15-10 11-15-09 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: J.R. Hayes & Sons, Inc. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II — Who Is An Insured is amended to include as an insured any person or organization who you are re- quired to add as an additional insured on this policy under a written contract or written agreement. B. The insurance provided to the additional insured person or organization applies only to "bodily injury", "property damage" or "personal and advertising injury" covered under SECTION I- Coverage A- Bodity Injury And Property Damage Liability and Section I- Coverage B- Personal And Advertising Injury Liability, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; and resulting directly from: a. Your ongoing operations performed for the additional insured, which is the subject of the written contract or written agreement; or b. "Your work" completed as included in the "products-completed operations hazard", performed for the ad- ditional insured, which is the subject of the written contract or written agreement. C. However, regardless of the provisions of pazagraphs A. and B. above: 1. We will not extend any insurance coverage to any additional insured person ar organization: a. That is not provided to you in this policy; or b. That is any broader coverage than you are required to provide to the additional insured person or organiza- tion in the written contract or written agreement; and 2. We will not provide Limits of Insurance to any additional insured person or organization that exceed the lower o£ a. The Limits of Insurance provided to you in this policy; or b. The Limits of Insurance you are required to provide in the written contract or written agreement. Includes copyrighted material of Insurance Services Office, Inc., with its permission. U-GL-1175-B CW (3l2007) Page 1 of 2 � � .' ' '. D. The insurance provided to the additional insured person or organization does not apply to: "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering or failure to render any professional architectural, engineering or surveying 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. E. The additional insured must see to it that: 1. We are notified as soon as practicable of an "occurrence" or offense that may result in a claim; 2. We receive written notice of a claim or "suit" as soon as practicable; and 3. A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured, if the written contract or written agreement requires that this coverage be primary and non-contributory. F. For the coverage provided by this endorsement: 1. The following paragraph is added to Paragraph 4.a. of the Other Insurance Condition of Section IV — Com- mercial General Liability Conditions: This insurance is primary insurance as respects our coverage to the additional insured person or organization, where the written contract or written agreement requires that this insurance be primary and non-contributory. In that event, we will not seek contribution from any other insurance policy available to the additional insured on which the additional insured person or organization is a Named Insured. 2. The following pazagraph is added to Paragraph 4.b. of the Other Insurance Condition of Section IV — Com- mercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured by attachment of an endorsement to another policy providing coverage for the same "occurrence", claim or "suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. G. This endorsement does not apply to an additional insured which has been added to this policy by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. Any provisions in this Coverage Part not changed by the terms and conditions of this endorsement continue to apply as written. LJ ' C� ' ' ' ' , , ' LJ ' , , , , Includes copyrighted material of Inswance Services Office, Inc., with its permission. U-GL-1175 B CW (3/2007) � Page 2 of 2 � � , ExHxsrr � ' LJ , , � CITX OF .FEDERAL WAY PERPORMANCE/PAYMENT SUND IW�W ALL PEOP�.E BY THESE PRESEIV7S: BOND NO. 526CSFT1929 We, the undersigned �•R. HAYES 8 SONS, iNC. , (�Principal'� afld HARTFORD FIRE INS o , the undersigned corporation organizer� and eacisting under the laws of the State of CONNECTICUT and legally doing business in the State of Washingtan as a surety ("Surety'�, are held and firml bonded unto the City of Fecteraf Way, a Washington municipal corporation ("Ci�jr'� � the penal sum of � �ne Million Eight Hundred Twenty Thousand * Dollars and no/100 ($s,s2o } for the payment of which we firmly bind ourseEves and our legal representatives, heirs, successors and assigns, jointly and severaliy *Four Hundred Sixteen and 84/100ths — This obligation is entered into an Agre�ment with the City dated JuNE 16 , 20,�Q., for the Pac[fic kiighway South HOV Lanes Phase IV - South 312th Street to Dash Point Road Project. , iVOW, THEREFORE, if the Principal shail per�arm all the pro�isions of the Agreement in the manner and withln the time period prescribed by the Caty, ar within such extensions of time as may be granted under the Agreement, and shall pay a[i laborers, mechanics, subcontractors and material men ar women, and . all persons who shall supply the Printipal or subcontractors with pravisions ancS supplies for the carrying I on of sa➢d wori� and shall hold the City, their afficiais, agents, employees and volunteers harmless from any loss or damage occasioned to any person or property by reason of any carefessness or negligence on the part of the Principal, or any subrnntrattor in #he perFormance of said work, and shall irtclemnify and ho{d the City harmless from any damage or expense by reason of �failure oF perFormance as speafied in I tt�e Agreement vuithin a period of one (1) year after its �nal acceptance thereof by the City, then and in the event this obligation shall be void; but otherwise, it shall be and remain in fulf force and effect. ' � � ' � � � � And the 5urety, For vaiue received, hereby further stipulates and agrees that no change, e�nsion of time, alteratian or addition to tfie terms of the Agreement or to the woric to be pertormed thereunder or the specifications accompanying the same shall in any way affect its obligakion on this bond, and it cfoes hereby vuaive notice af 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 pra�isions of the Agreement without notice to Surety, and any such modiF+cations �r changes 9ncreasing the total amount in be paid the Principal slial! autamatically increase the obligation of the Surety on this Pe�farmance eond in a fike amount, such increase, however, not to exceed twenty-five percent (25�i6) of the orlginal amount of this bond without the consent of the Surety. Within Party-five (4� days of recei�ing notice that the Princlpal has defaulted on all Qr part of the terrrts of the Agreemestt, the Surety shakl make a written rnmmitment to the City that it will either: (a) �ure the default itself wid�in a reasanable time period, or (b) tender ta the city, the amaunt necessary for the City to remedy the default, including legal fees incurred by the City, or (c) in the event #hat Surety's evaluation of the dispute is nat complete or in the event the Surety disputes the City's daim of default, the 5urety 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 aption It has elected. Should S�rety elect optlan (a) to cure the defauf�, the penal sum of fihe Band shall be reduced in an amount ec�ual ta the costs actually incurred by Che Surety in curing the default, If the .Surety elects option (b}� then upon completion of the necessary worlc, tf�e City shall notify the Surety af its actuai costs. The City shaii retum, without interest, any averpaymerrt made by the Surety and the Surety shail pay to the City any actual casts which exceed the �ty estimate, (imitied to the bond amount. Should the Surety elect optian City of Federal Way RFB # 10-103 Pacific Highway Sauth HOV Lat�es Phase N RFB Ver. 1-OS South 312th Street to Dash Point Road Page 82 Apri12010 � age 86 Exhibit G PertormancelPayment Bond rovided to Buifders Exchange of WA, Inc. For usage Canditions Agreement see www.bxwa.com - Always Verify Scale ' , , � , , ' � ' j � , � ' � � (c), the Par6ies shafl first complete participation in mediation, described in the below paragraph, prior to any interpfead action. In the event a dispute shouid arise between the Parfies to this Bond with respect to the City's declaration af default by the Principal, t�e Parties agree to parttdpate in at least four hours oF mediatfon in accordance with the mediation procedures of United States Arbitration and Mediation ("USA&M'�. The Parties shall proportionately share in the cost af the mediation. The medfation shall be adminlstered by the Seattle USA&M office, 43�U Two lfnion Square, 60f Union 5#reet, 5eattle, Washington 9B101-2327. The Surety shall not in6erplead prior to �ompletian of the media�ion UATED thts 16 d8y Of JUNE , 201�. CORPORATE SEAL OF PRINQPAL: �, �• _ '," 's '�r , �4 h � :°�^ �� a �� 4, • !�1 '"� ' _ "'•�"� � ��. SF': D j, : � ; :, �� �_ �.�. : � 3 ` = � r_ .....••' .e��. ,,, ��,.•, �,., �������r�"t... .� � � . PRFNCiPAL .R. HAYES SONS, INC. By: (Name of Person Executing Bond} I�; DAN M. HAYES - PRESIDENT {Ttie) J.R. HAYES & SONS, INC. 22430 SE 231st S4�eet Maple Valley, WA 98038 • (Address) � 425-392-�722 {Phone) CERTIFICATE AS TO Cf3RPORATE SEAL I hereby certify that I am tMe (Assistant) Secretary of the Corporation named as Principat in the witt►in bond; that Dr�N M. xAYES . who signed the said bond on behalf of the Principal, was _ PRESIDENT of the said CQrporatian; that I lcnow his or her signature thereto Es genuine, and that said bond was duly slgneci, seated, and attested for and i� behalf of said Corporation by authority of its governing body. � Secretary af Ass"sstant Secretary � � City of Fedecat Way RFB # 10-103 1 Pacific Highway South HqV Lanes Phase N RFB Ver. 1-08 South 312th Street to Dash Point Road Page 83 April 2D10 age 87 rovided to Builders Exchange of WA, Inc. For usage Condifions Agreement see www.bxwa.com - Always Verify Scale � � 1 � � ` ' , � ' , � , w � � , ' , 1 C� ' City of Federal Way RFB # i 0-103 , Pacific Highway South HQV Lanes Phase N itFB Yer. 1-08 South 312th Street to Dash Paint Road Page 84 Apri12010 �age 88 rovided to Builders Exchange of WA, Inc. Far usage Conditions Agreement see www. bxwa.com - Always Verify Scale CORPaRATE SEAL OF SllRETY: APPRQVED AS TO FORM: Patricfa A. Richardson, City Attorney SURE"1Y HARTFORD FIRE INSURANCE COMPANY By: �� J�' `� Attomey-in-Fact (Attach Power of Attorney) � '� r Pamela A. Nelson �� r`; �^� r, ��.✓ � �r�, (Name of Person Execufiing eond) � �,, ::;, 505 Fifth Ave. S., Ste. 200 Seattle, WA 98704 (Address) ; �' ; f 206-386-7400 "' `� � �.' � -..li A� (Phone) � , , a � �, � i�'�°� ' ' . � l�OWER OF ATTORNEY ' KNOW ALL PERSONS BY THESE PRESENTS THAT: Direct Inquiries/Claims to: THE HARTFORD BOND, T-4 P.O. BOX 2103, 690 ASYLUM AVENUE HARTFORD, CONNECTICUT 06115 call: 888-266-3488 or fax: 860-757-5835 Code: 52-817013 , X� Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut X� Hartford Casualty Insurance Company, a corporation.duly organized under the laws of the State of Indiana X� Hartford Accident and Indemnity Company, a corporadon duly organized under the laws of the State of Connecticut ' � Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut � Twin City Fire InsuranCe Company, a corporation duly organized under the laws of the State of Indiana ' � Hartford Insurance Company of Illinois, a corporation duly organized under the laws ofthe State of Illinois � Hartford InsuranCe Company of the Midwest, a corporation duly organized under the laws of the State of Indiana � Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida ' having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of unlimited: John Claeys, Joan M. Councilman, Ronald J. Lange, Pamela A. Nelson , of Seattle, WA their true and lawful Attorney(s) in Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by �, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the perFormance of contracts and ' executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on January 22, 2004 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant � Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. ,� 'r"'a� ,�ys`°°r' e+ x!''t `�.? ` w '"", R „ q ��w►� � ���.ca..�e.f,�p� s O�r � ,, �� pp , �� .. �� � d �+ � i 1567 .� � t a -� C , � l�� � :: � ' ! :, id�[�hlv�� � � ���i . 8 � a � • Y � �r:s • 4 �d� �� ��` � �e - f '¢a:�..•i� �'ynzN jIp"� �►� • •''"•.y�'xt�/o�5� , ��Q a . Paul A. Bergenholtz, Assistant Secretary , STATE OF CONNECTICUT � S �, Hartford COUNTY OF HARTFORD � ' ' r � � ' � �'�{ �`'` � *w°°�'� / � '� ! ;�= rD74'°'.:� �479 ��� �i�r�1�� �•�..��� I �� M. Ross Fisher, Assistant Vice President On this 1 day of February, 2004, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. ^ S E. P / )��/ �"'� �A� � �� R /v Scott E. Paseka Notary Public CERTIFICATE My Commission Expires October 31, 2012 I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attor�iey�x��y ted by said Companies, which is still in full force effective as of JUNE 16 , 20i0 Signed and sealed,at�t�e� City of Hartford. ^�� � TY7#w ���0�°Qrr � x �,itr+- yf L cv�'� ./�iw�� ��7� �� � ��ca�.i►.f�eat a L0�'r _.a�� _ � r� 'to ?-'g +WOIlW . .x d .�.r . � °� 1667 .^ ' s .'�ti��' r _ � ! ...'��� , i.��µ►� s '[ n � $;l��rd,lv! ` �yfrA� ;C,� •_ ;°t Ia7 • �i a , � �� '�ii��f e I9'i4 ,{y�,� ♦ : •. ��. �i� �" • * '�i��..�1� '.'4�►'bewzN'� y►p'.f'�.�� • fi '''s��'•tiNO�S ��::�:�� � .�..�- � � � r � ^ � ,.y w+ r � ' .. � r � � a. � 'wY . • • 1� , . � .' ' a., x b �,�y r � `` � , _ ...... ._. _ _. �-__...�---.,,.�. __ . �'y� r + � � r * + f�,S �t�' " ��� /� ° ��'D,4�'6�'� ; �` �� �''�:arr�►t��s����� . Gary W. Stumper, Assistant Vice President � , 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 (USDO�, Title 49, Code of Federal Regulations, part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made. a part of this 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 may determine to be appropriate, including, but not limited to: Withholding of payments to the City of Federal Way RFB # 10-103 � Pacific Highway South HOV Lanes Phase IV RFB Ver. 1-08 South 312th Street to Dash Point Road Page 86 Apri12010 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 RFB # 10-103 Pacific Highway South HOV Lanes Phase N RFB Ver. 1-08 � South 312th Street to Dash Point Road Page 87 Apri12010 AMENDMENTS TO THE STANDARD SPECIFICATIONS n STANDARD AMENDMENTS INTRODUCTION The following Amendments and �ecial Provisions shall be used in conjunction with the 2008 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 ta the applicable section of the Standard Specifications and may include references which do not apply to this particular project. SECTION 1-02, BID PROCEDURES AND CONDITIONS October t2, 2009 1-02.7 Bid Deposit The following is inserted after the second sentence in the first paragraph: The proposal bond may be in hard copy or electronic format via Surety2000.com or Insurevision.com and BidX.com. 1-02.9 Delivery of Proposal The first paragraph is revised to read: Each Proposal shall be sealed and submitted in the envelope provided with it, or electronically via Expedite software and BidX.com at the location and time identified in Section 1-02.12. The Bidder shall fill in all blanks on this envelope to ensure proper handling and delivery. SECTION 1-03, AWARD AND EXECUTION OF CONTRACT Apri17, 2008 1-03.'1 Gonsideration of Bids This section is supplemented with the following new sub-section. 1 i(1) Tied Bids After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then the tie-breaker will be determined by drawing as described in this Section. Two or more slips of paper will be marked as follows: one marked "Winne�' and the other(s) marked "unsuccessful". The slips will be folded to rnake 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 shafl 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 "Winne�' will be determined to be the successful Bidder and eligible for Award of the Contract. Only those Bidders that City of Federal Way Pacific Highway South HOV Lanes Phase IV P�ge 1 RFS �a�oa April 2010 STANDARD AMENDMENTS su6mitted a Bid total that is exactly equal to the lowest responsive Bid are eligible to draw. SECTION 1-04, SCOPE OF THE WORK April 7, 2008 1-04.4(1) Minor Changes The first sentence in the first paragraph is revised to read: Payments or credits for changes amounting to $15,000 or less may be made under the bid item "Minor Change.° � 1-04.5 Procedure and Protest by the Contractor In the second paragraph, number 2, the reference to 7 calendar days is revised to 14 calendar days. ' • The second sentence in the fifth paragraph is revised to read: The determination will be provided within 14-calendar days after receipt of the Contractor's supplemental written statement (including any additional information requested by the Project Engineer to support a continuing protest) described in item 2 above. � SECTION 1-05, CONTROL OF WORK April 7, 2008 1-05.1 Authority of the Engineer The fourth paragraph is revised to read: At the Contractor's risk, the Project Engineer may suspend all or part of the �Work according to Section 1-08.6. 1-05.12 Final Acceptance The second paragraph is revised to read: The Contractor agrees that neither completion nor final acceptance shall relieve the Contractor of the responsibility to indemnify, defend, and protect the Can#racting Agency against any claim or loss resulting from the failure of the Contractor (or the subcontractors or lower tier subcontractors) to pay all laborers, mechanics, subcontractors, materialpersons, or any other person who provides labor, supplies, or provisions for carrying out the Work or for any payments required for unemployment compensation under Title 50 RCW or for intlustrial insurance and medical aid required under Title 51 RCW. City of Federal Way Pac'�'ic Highway South HOV Lanes Phase IV � RFB 10-103 � Apri12010 Page 2 � , � � STANDARD AMENDMENTS SECTION 1-06, CONTROL OF MATERIALS August 3, 2009 1-06.2(2)A General Tables 1 and 2 are revised to read: - ' Table 1 Estimated Percent of Work Within Specifica Estimated U er Qualit Index Q� or Lower Percent Within ' i Specification n=3 n=4 n=5 n=6 n=7 n=8 n=9 Limits i , P� or P ion Limits '�ual' Index � =10 n-12 to to -11 n=14 100 1.16 1.4 1.72 1.88 1.99 2.07 .1 2.20 99 - 1.4 1.64 1.75 1.82 1.881.911.96 98 - 1.4 1.58 1.66 1 J2 1.75 1.7 1.81 97 1.15 1.4 1.52 1.59 1.63 1.66 1.6 1.71 96 - 1.3 1.47 1.52 1.56 1.581.6 1.62 95 1.14 1.3 1.42 1.47 1.49 1.51 1.5 1.54 94 - 1.311.38 1.41 1.43 1.451.4 1.47 ' 93 1.13 128 i.33 1.36 .1.38 1.39 1.4 1.41 92 1.12 1.2 1.29 1.31 1.33 1.33 1.3 1.35 91 1.11 1.22 125 1.27 1.28 1.28 1.2 1.29 90 1.10 1.1 1.21 1.23 1.23 1.24 1.2 1.24 89 1.09 1.16 1.18 1.18 1.19 1.19 1.1 1.19 88 . 1.07 1.1 1.14 1.14 1.15 1.15 1.1 1.15 87 1.06 1.10 1.10 1.10 1.10 1.10 1.1 1.10 86 1.04 1. 0 1.07 1. 07 1.07 1.06 1. 0 1. 06 85 1. 03 1. 0 1.03 1. 03 1.03 1.031.0 1. 02 84 1.01 1.01 1.00 0.99 0.99 0.99 .9 0.98 83 0.99 .9 0.97 0.96 0.95 0.95 .9 0.95 82 0.97 .9 0.93 0.92 0.92 0.92 .91 0.91 81 0.95 .92 0.90 0.89 0.88 0.88 .8 0.87 80 0.93 .89 0.87 0.86 0.85 0.85 .8 0.84 79 0.91 .86 0.84 0.82 0.82 0.81 .81 0.81 78 0.88 .8 0.81 0.79 0.79 0.78 .7 0.77 77 0.86 ,8 0.77 0.76 0.75 0.75 .7 0.74 76 0.83 0.7 0.74 0.73 0.72 0.72 .71 0.71 75 0.81 .7 0.71 0.70 0.69 0.69 .6 0.68 74 0.78 .71 0.68 0.67 0.67 0.65 .6 0.65 73 0.75 0.6 0.65 0.64 0.63 0.62 .6 0.62 72 OJ3 .6 0.62 0.61 0.60 0.59 .5 0.59 City of Federal Way Paciflc Highway South HOV Lanes Phase IV 2.28 2.01 1.84 1.73 1.64 1.55 1.48 1.41 1.35 1.30 1.25 1.20 1.15 1.11 1.06 1.02 0.98 0.94 0.91 0.87 0.84 0.80 0.77 0.74 0.70 0.67 0.64 0.61 0.58 RFB 10-103 April 2010 Page 3 STANDARD AMENDMENTS 71 OJO .62 0.59 0.58 0.57 0.57 .5 0.56 0.55 70 0.67 .5 0.56 0.55 0.54 0.54 .5 0.53 0.52 69 0.64 .5 0.53 0.52 0.51 0.51 .5 0.50 0.50 68 0.61 .5 0.50 0.49 0.48 0.48 .4 0.47 0.47 67 0.58 .5 0.47 0.46 0.45 0.45 .4 0.44 0.44 66 0.55 .4 0.45 0.43 0.43 0.42 .4 0.42 0.41 65 0.51 . 0.42 0.40 0.40 0.39 .3 0.39 0.38 64 0.48 .41 0.39 0.38 0.37 0.37 .3 0.36 0.36 63 0.45 . 0.36 0.35 0.34 0.34 .3 0.33 0.33 62 0.41 .3 0.33 0.32 0.32 0.31 .31 0.31 ' 0.30 61 0.38 .3 0.30 0.30 0.29 0.28 .2 0.28 0.28 60 0.34 .2 0.28 0.25 0.25 0.25 .2 0.25 0.25 59 0.31 .2 0.25 023 0.23 0.23 .2 023 0.23 58 0.30 .2 0.23 0.20 0.20 0.20 .2 0.20 0.20 57 0.25 2 0.180.180.180.18 .1 0.18 0.18 56 0.20 .1 0.160.150.150.15 .1 0.15 0.15 55 0.18 .1 0.130.130.130.13 .1 0.13 0.15 54 0.15 .1 0.100.100.100.10 .1 0.10 0.10 53 0.10 .1 0.08 0.08 0.08 0.08 .0 0.08 0.08 52 0.08 .0 0.05 0.05 0.05 0.05 .0 0.05 0.05 51 0.05 .0 0.03 0.03 0.03 0.03 .0 0.03 0.03 50 0.00 .0 0.00 0.00 0.00 0.00 .0 0.00 0.00 (continued) � Gty of Federal Way Pac'�'ic Highwsy Soutl� HOV Lanes Phase N Page 4 RFB 10-103 Apti12010 STANDARD AMENDMENTS Table 1 (continued) Estimated Percent of Work Within S cification Limits Estimated Percent Within Upper Quality Index Qu or Lower Quality Specification Index Q� Limits (P� or P�) n=15 n=18 n=23 n=30 n_43 n_67 to to to to to to n=17 n=22 n=29 n=42 n=66 � 100 2.34 2.39 2.44 2.48 2.51 2.56 99 2.04 2.07 2.09 2.12 2.14 2.16 98 1.87 1.89 1. 91 1. 93 1.94 1. 95 97 1.75 1 J6 1.78 1.79 1.80 1.81 96 1.65 1.66 � 1.67 1.68 1.69 1.70 95 1. 56 1.57 1.58 1.59 1.59 1.60 94 1.49 1.50 1.50 1.51 1.51 1.52 93 1.42 1.43 1.43 1.44 1.44 1.44 92 1. 36 1.36 1.37 1.37 1.37 1. 38 91 1.30 1.30 1.31 1.31 1.31 1.31 90 1.25 1.25 1.25 1.25 1.26 1.26 89 1.20 120 1.20 1.20 1.20 1.20 88 1.15 1.15 1.15 1.15 1.15 1.15 87 �1.11 1.11 1.11 1.11 1.11 1.11 86 1.06 1. 06 1.06 1.06 1.06 1. 06 85 1:02 1.02 1.02 1.02 1.02 1.02 84 0.98 0.98 0.98 0.98 0.98 0.98 83 0.94 0.94 0.94 0.94 0.94 0.94 82 0.91 0.90 0.90 0.90 0.90 0.90 81 0.87 0.87 0.87 0.87 0.87 0.87 80 0.83 0.83 0.83 0.83 0.83 0.83 79 0.80 0.80 0.80 0.80 0.80 OJ9 78 0.77 0.76 0.76 0.76 0.76 0.76 77 0.73 0.73 OJ3 0.73 0.73 0.73 76 OJO OJO 0.70 0.70 0.70 0.70 75 0.67 0.67 0.�7 0.67 0.67 0.66 74 0.64 0.64 0.64 0.64 0.64 0.63 73 0.61 0.61 0.61 0.61 0.61 0.60 72 0.58 0.58 0.68 0.58 0.58 0.57 71 0.55 0.55 0.55 0.55 0.55 0.54 � 70 0.52 0.52 0.52 0.52 0.52 0.52 � 69 0.49 0.49 0.49 0.49 0.49 0.49 City of Federai Way Pacific Highway South HOV Lanes Phase IV Page 5 RFS �a�os April 2010 STANDARD AMENDMENTS 68 0.47 0.46 0.46 0.46 0.46 0.46 67 0.44 0.44 0.43 0.43 0.43 0.43 66 0.41 0.41 0.41 0.41 0.41 0.40 65 0.38 0.38 0.38 0.38 0.38 0.38 64 � 0.36 0.35 0.35 0.35 0.35 0.35 63 0.33 0.33 0.33 0.33 0.33 0.32 62 0.30 0.30 0.30 0.30 0.30 0.30 61 0.28 0.28 0.28 0.28 0.28 0.28 60 0.25 0.25 0.25 0.25 0.25 0.25 59 0.23 023 0.23 0.23 0.23 0.23 58 0.20 0.20 0.20 0.20 0.20 0.20 57 0.18 0.18 0.18 0.18 0.18 0.18 56 0.15 0.15 0.15 0.15 0.15 0.15 55 0.13 0.13 0.13 0.13 0.13 0.13 54 0.10 0.10 0.10 0.10 0.10 0.10 53 0.08 0.08 0.08 0.08 0.08 0.08 52 0.05 0.05 0.05 0.05 0.05 0.05 51 0.03 0.03 0.03 0.03 0.03 • 0.03 50 0.00 0.00 0.00 0.00 0.00 0.00 0 Ciry of Federal Way Pacific Highway South HOV Lanes Phase IV � AFB �a�os April 2010 Pa9e 6 �� � � � � � � � � � � � � � � � �. � � o� n ��o ;" _ �, y � � � � � � ��� <� � t�D V D T �. � N Q 0 "d 0 � 0 ���w � �� �� �� � � + �� 4� 7 �p v p � ^ O� �� � r � . � 8 � � � � � �aoo� 000Q�p opo +±;+++ � �i �:►�i+r�� ��e�� ° +� ° w�$ �� wo�+�i �i��oo +•�ir� $ � �388�'8�9 $RtSSS ���w g � ���i�3 8�9� �.�� g a � ��'�i38 538� +�►ol�S 88g � � �.�i�,��ii ��7�1 #C �i�W8 �1 � . O.�rl�i� ��. Nd►OO.:P � �s�:g ���w �a�� ssss"s � � �►pp0o�p 1�4j.tl�C o+t�i iti V.v�viS � �� � PV0�0+ Wq�O� +��i� PSWOig ��� � °.!$'��� a��a�� R3�.°�°3 8��ilRg ��'� � 8��i�1� a`�ay�8 a�Sl� 8J3l�8� '�a'� � ����! :i�S�S �S9g °#��Sg ��� � �*�� �BP38 �J8l3 13�i�9� �'� � � � ..���:� �RR�R ��5� iB�88� 8�� i ���8 Q��Bt $68�13 8l�85g ��� � � � N � � � D Z v � v � m z v m Z � � O � .� 0 �?� �-� �� � �o� � �� m � � � �� �. Q i N T 0 ^ � r � W ��i � �; � ; ��� � �, � ��I ��i �, 8� � a � �� ��; � 8 i �' i S; r. �� � ♦ G .. g � N � � � D Z v � a m z v m z � � � � � � � � . � � .� � � � � . � � � � �� � � � . � � STANDARD AMENDMENTS 1-06.2(2)D Quality Level Analysis The content of this section is revised and moved to the following sub-sections: 1-06.2(2)D1 General The quality level calculations for HMA and other materials are completed using the formulas in Section 1-062(2)D4. For HMA the definition of the "x" value used in the calculations and the definition of the upper and lower specification limit a�E in Section 1-06.2(2)D2. For other materials the definition of the "x" value used in the calculations and the definition of the upper and lower specification limit are in Section 1-06.2(2)D3. All other terms and variables are the same for all calculations. 1-06.2(2)D2 Hot Mix Asphalt x= difference between an individual test value and the job mix formula (JMF� � USL = maximum allowable limit in Section 9-03.8(7) 1SL = minimum allowabie limit in Section 9-03.8(7) 1-06.2(2)D3 Other Materials x = individual test value USL = upper specification limit LSL = lower specification.limit 1-06.2(2)D4 Quality Level Calculation The procedures for determining the quality level and pay factors for a material are as follows 1. Determine the arithmetic mean X for each specified material constituent: Ex Xm = n where: E= summation of x n= total number test values 2. Compute the sample standard deviation, "S", for each constituent: n�,x - (Ex)2 ir� S= _ n(n —1) _ where: Ex = summation of the squares of individual test values (Ex) = summation of the individual test values squared 3. Compute the upper quality index, (QU), for each constituent: � � City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 9 RFB 10-103 April 2010 STANDARD AMENDMENT� Qu _ USL - Xm S 4. Compute the lower quality index, (Q�), for each constituent: Q� _ Xm - LSL S 5. For each constituent determine P� (the percent within the upper Specification limit which corresponds to a given Q�) from Table 1. If the USL is 100.00 percent or is not specified, P� will be 100. For negative values of Q�, P� is equai to 100 minus the table P� (e.g. N= 15 and Q� --0.5 will result in P� _ 30). if the value of Q� does not correspond exactly to a figure in the table, use the next higher value. 6. For each constituent determine P� (the percent within the lower Specification limit which corresponds to a given Q�) from Table 1. If the LSL is zero or not specified, P� will be 100. For negative values of Q�, P� is equal to 100 minus the table P�. If the value of Q� does not correspond exactly to a figure in the table, use the next higher value. . 7. For each constituent determine the quality level (the total percent within Specification Iimits): Quality Level = (P� + P�) -100 . 8. Using the quality level from step 7, determine the pay factor (PF;) from Table 2 for each constituent tested. . 9. Determine the Composite Pay Factor (CPF) for each lot. CPF = f1(PF1) + f2(PF2) + ... + fi�PFi� E fi i = 1 to j where: fi = price adjustment factor listed in these Specifications for the applicable material where: j= number of constituents being evaluated 1-06.6 Sieves for Testing This section including title is revised to read: 1-06.6 Vacant City of Federal Way Pacif'�c Highway South HOV Lanes Phase IV Pa9e 10 RFB ia�oa � April 2010 � � � � � � � L_J � C J � � � � STANDARD AMENDMENTS SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC August 3, 2009 , 1-07.2(2) State Sales Tax: Work on State-0wned or Private Land The following new paragraph is inserted in front of the first paragraph: State Department of Revenue Rule 170 and its related rules apply for this section. 1 General The following new paragraph is inserted after the first paragraph: The Contractor shall be responsible to immediately report to the Engineer any deviation from the contract provisions pertaining to environmental compliance, including but not limited to spills, unauthorized fill in waters of the State including wetlands, water quality standards; noise, air quatiry, etc. 1-07.5(2) State Department of Fish and Wildlife The following new numbered item is inserted after number 8.: 9. Immediately notify the Engineer and stop all work causing impacts, if at any time, as a result of project activities, fish are observed in distress, or a fish kill occurs. 1-07.5(3) State Department of Ecology Number 4. is supplemented with the following: These include, but are not limited to petroleum products, hydraulic fluid, fresh concrete, sediments, sediment-laden water, chemicals, paint, solvents, or other toxic • or deleterious materials. 1 High Visibility Apparel This section is revised to read: The Contractor shall require all personnel under their control (including service providers, Subcontractors and lower tier Subcontractors) that are on foot in the work zone and are exposed to vehicle traffic or construction equipment to wear the high visibility apparel d�scribed in this Section. The Contractor shall ensure that a competent person as identified in the MUTCD selects the appropriate high-visibility apparel suitable for the job-site conditions. High visibility garments shall always be the outermost garments. High visibility garments shall be in a condition compliant with the ANSI 107-2004 and shall be used in accordance with manufacturer recommendations. This section is supplemented with the following new sub-sections. Gi1y of Federal Way Pacific Highway South HOV Lsnes Phase IV Page 11 A�e �o-�ai Apol 2010 STANDARD AMENDMENTS 1-07.8(1) Traffic Control Personnel All per.sonnel pertorming the Work described in Section 1-10 (including traffic control supervisors, flaggers, spotters, and others performing traffic controi labor of any kind), shall comply with the following: 1. During daylight hours with clear visibility, workers shall wear a high-visibility ANSI/ISEA 107-2004 Class 2 or 3 vest or jacket, and hardhat meeting the high visibility headwear requirements of WAC 296-155-305; and 2. During hours of darkness (1/2-hour before sunset to 1/2-hour after sunrise) or other low visibility conditions (snow, fog, etc.), workers shall wear a high- visibility ANSI/ISEA 107-2004 Class 2 or 3 vest or jacket, high visibility lower garment meeting ANSI/ISEA 107-2004 Class E, and hardhats meeting the high visibility headwear requirements of WAC 296-155-305. 1-07.8(2) Non-Traffic Control Personnel All personnel, except those performing the Work described in Section 1-10, shall wear high visibility apparel meeting the ANSI/ISEA 107-2004 Class 2 or 3 standard. 1-07.9(1) General The following new paragraph is inserted to follow the sixth paragraph: The Contractor shall ensure that any firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions of RCW 39.12 because of the definition "Contracto�' in WAC 296-127-010, complies with all the requirements of RCW 39.12. This section is supplemented with the following: Listing Recovery Act (and Other) New Hire Opportunities With the Employment Security Department There are many talented people currently unemployed. As the signs on Contracting Agency projects advertise the Recovery Act is about creating jobs and putting people back to work. As a companion effort the Employment Security Department has been charged with giving people �he opportunity to compete for these jobs. Their tool for doing so is WorkSource. WorkSource is a free senrice located across the State that screens, shortlists and refers qualified candidates. WorkSource employees are aware #hat the Contractor has other commitments as part of general business practices and as part of the Contract. Contractors may be subject to hiring commitments such as Equal Employment Opportunity or union commitments. However, utilizing WorkSource can be an essential effort as part of their various good faith efforts. WorkSource is a resource that is available across the State. Contractors who have been awarded WSDOT Contracts shall be prepared to discuss their recruitment plans and how WorkSource will be incorporated into that effort at the preconstruction conference. WorkSource has a simple process for requesting and reporting new hires. City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 12 RFS �a�os � Apri12010 � � � � � � � � STANDARD AMENDMENTS The Contractor may contact the ARRA Business Unit at 877-453-5906 (toll free) or ARRA(�esd.wa.gov. There is additional information available on the website; https://fortress.wa.gov/esd/worksource/. 1-07.15 Temporary Water Pollution/Erosion Control � This section is supplemented with the following: Stormwater or dewatering water that has come in contact with concrete rubble, concrete pours, or cement treated soils shall be maintained to pH 8.5 or less before it is allowed to enter waters of the state. If pH exceeds 8.5, the Contractor shall immediately discontinue work and initiate treatment according to the plan to lower the pH. Work may resume, with treatment, once the pH of the stormwater is 8.5 or less or it can be demonstrated that the runoff will not reach surface waters. � , .� � � � � � High pH process water shall not be discharged to waters of the Unless specif� measures are identified in the Special Provisions, high pH process water may be infiltrated, dispersed in vegetation or compost, or pumped to a sanitary sewer system. Water being infiltrated or dispersed shall have no chance of discharging directly to waters of the state, including wetlands or conveyances that indirectly lead to waters of the state. High pH process water shall be treated to within a range of 6.5 to 8.5 pH units prior to infiltra#ion to ensure the discharge does not cause a violation of groundwater qualiry standards. If water is pumped to the sanitary sewer, the Contractor shall provide a copy of permits and requirements for placing the material into a sanitary sewer system priar to beginning the work. Process water may be collected and disposed of by the Contractor off the project site. The Contractor shall provide a copy of the permit for an approved waste site for the disposal of the process waterprior to the start of work which generates the process water. 1-07.15(1) Spill Prevention, Control and Countermeasures�Plan This section is revised to read: The Contractor shall prepare a project-specific spill prevention, control, and countermeasures plan (SPCC Plan) that will be used for the duration of the project. The Contractor shall submit the plan to the Project Engineer no later than the date of the preconstruction conference. No on-site construction activities may commence until WSDOT accepts an SPCC Plan for the project. The term "hazardous materials", as used in this Specification, is defined in Chapter 447 of the WSDOT Environmentaf Procedures Manuat (M31-11). Occupational safety and health requirements that may pertain to SPCC Plan implementation are contained in but not limited to WAC 296-824 and WAC 296-843. lmplementation Requiremenfs . The SPCC Plan shall be updated by the Contractor throughout project construction so that the written plan reflects actual site conditions and practices. The Contractor shall update the SPCC Plan at least annually and maintain a copy of the updated SPCC Plan on the project site. All project employees shall be trained in spill prevention and containment, and shall know where the SPCC Plan and spill response kits are located and have immediate access to them. City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 13 RFB 10-103 April 2010 STANDARD AMENDMENTS � � if hazardous materials are encountered or spilied during construction, the Contractor shall do everything possible to control and contain the material until appropriate measures can be taken. The Contractor shall supply and maintain spill response kits of appropriate size within close proximity to hazardous materials and equipment. The Contractor shall implement the spill prevention measures identified in the SPCC Plan before performing any of the following: 1. Placing materials or equipment in staging or storage areas. 2. Refueling, washing, or maintaining equipment. 3. Stockpiling contaminated materials. SPCC P/an E/ement Requirements The SPCC Plan shall set forth the following information in the following order: 1. • Responsible Personnel Identify the name(s), title(s), and contact information for the personnel responsible for implementing and updating the plan, including all spill responders. 2. Spill Reporting . List the names and telephone numbers of the federal, State, and local agencies the Contractor shall notify in the event of a spill. 3. Project and Site Information Describe the following items: A. The project Work. B. The site location and boundaries. C. The drainage pathways from the site. D. Nearby waterways and sensitive areas and their distances from the site. 4. Potential Spiil Sources Describe each of the following for all potentially hazardous materials brought or generated on-site (including materials used for equipment operation, refueling, maintenance, or cleaning): A. Name of material and its intended use. City of Federal Way Pacific Highway South HOV Lanes Phase IV B. Estimated maximum amount on-site at any one time. C. Location(s) (including any equipment used below the ordinary high water line) where the material will be staged, used, and stored and the distance(s) from nearby waterways and sensitive areas. Page 14 � � � � � � � � � , RFS �a�os , � Apd12010 � ' � � i � � � � � � STANDARD AMENDMENTS D. Decontamination location and procedure for equipment that comes into contact with the materiaL E. Disposal procedures. 5. Pre-Existing Contamination Describe any pre-existing contamination and contaminant sources (such as buried pipes or tanks) in the project area that are described in the Contract documents. Identify equipment and work practices that will be used to prevent the release of' contamination. 6. Spill Prevention and Response Training Describe how and when all personnel (including refueling contractors and Subcontractors) will be trained in spill prevention, containment and response in accordance with the Plan. Describe how and when all spill responders will be trained in accordance with WAC 296-824. 7. Spill Prevention Describe the following items: A. Spill response kit contents and location(s). B. Security measures for potenti�,l spill sources. C Secondary containment practices and structures for all containers to handle the maximum volume of potential . spill of hazardous materials. D. Methods used to prevent stormwater from contacting hazardous materials. E.. Site inspection procedures and frequency. F. Equipment and structure maintenance practices. G. Daily inspection and cleanup procedures that ensure all equipment used below the ordinary high water line is free of all external petroleum based products. H. Refueling procedures for equipment that cannot be moved from below the ordinary high water line. 8. Spill Response Outline the response procedures the Contractor will follow for each scenario listed below. Include a description of the actions the Contractor shall take and the specific, on-site, spill response equipment that shall be used to assess the City of Federal Way RFB 10-103 Pacif'ic Highway South , Aprit 2010 HOV Lanes Phase IV Pa9e 15 STANDARD AMENDMENTS spill, secure the area, contain and eliminate the spill source, and clean up and dispose of spilled and contaminated materiaL A. A spill of each type of hazardous material at each location identified in 4, above. B. Stormwater that has come into contact wi#h hazardous materials. C. A release or spili of any pre-existing contamination and contaminant source described in 5, above. D. A release or spill of any unknown pre-existing contamination and contaminant sources (such as buried pipes or tanks) encountered during project Work. E. A spill occurring during Work with equipment used below the ordinary high water line. If the Contractor will use a Subcontractor for spill response, provide contact information for the Subcontractor under item 1(above), identify when the Subcontractor will be used, and describe actions the Contractor shall take while waiting for the Subcontractor to respond. 9. Project Site Map Provide a map showing the following items: A. Site location and boundaries. B. Site access roads. C. Drainage pathways from the site. D. Nearby waterways and sensitive areas. E. Hazardous materials, equipment, and decontamination areas identified in 4, above. F. Pre-existing contamination or contaminant sources described in 5, above. G. Spill prevention and response equipment described in 7 and 8, above. 10. Spill Report Forms . ' Provide a copy of the spill report form(s) that the Contractor will use in the event of a release or spill. � � I �_ ' ; � � , � � �� , � City of Federal Way Pacific Highway South HOV Lanes Phese IV RFe �o-�03 � Apri12010 Pa�e i 6 ' � � STANDARD AMENDMENTS Payment Payment will be made in accordance with Section 1-04.1 for the following Bid item when it is included in the ProposaL• "SPCC Plan°, lump sum. When the written SPCC is accepted by WSDOT, the Contractor shail receive 50- percent of the lump sum Contractprice for the plan. The remaining 50-percent of the lump sum price will be paid after the materiats and equipment called for in the plan is mobilized to the project. The lump sum payment for "SPCC Plan" shall be full pay for: 1. All costs associated with creating the accepted SPCC Plan 2. All costs associated with providing and maintaining the on-site spitl prevention equipment described in the accepted SPCC Plan. 3. All costs associated with providing and maintaining the on-site standby spill response equipment and materials described in the accepted SPCC Plan. 0 4. All costs associated with implementing the spill prevention measures identified in the accepted SPCC Plan. 5. All costs associated with updating the SPCC Plan as required by this Specification. • � As to other costs associated with releases or spitls, the Contractor may request payment as provided for in the Contract. No payment shall be made if the release or spill was caused by or resulted frorrm the Contractor's operations, negligence, or omissions. 1-07.16(2) Vegetation Protection and Restoration The last sentence in the first paragraph is revised to read: The Engineer wifl designate the vegetation to be saved and protected by a site preservation line, high visibility fencing, or individual flagging. This section is supplemented with the following new sub-section: 1-07.16(2)A Wetland and Sensitive Area Protection Existing wetland and other environmentally sensitive areas, where shown in the Plans or designated by the Engineer, shall be saved and protected through the life of the Contract. When applicable, a site preservation line has been estabtished as a boundary between work zones and sensitive environmental areas. � � The Contractor shall install high visibility fence as shown in the Plans or designated by the Engineer in accordance with 8-01.3(1). The areas to be protected include critical City of Federal Way RFB 10�103 Pacific Highway South � Apri12010 HOV Lanes Phase IV ' Page 17 0 STANDARD AMENDMENTS environmental areas, buffer zones, and other areas of vegetation to be preserved. The Contractor shall keep areas identified by the site preseroation lines free of construction equipment, construction materials, debris, and runoff. No access, to include but not limited to excavation, clearing, staging, or stockpiling shall be pertormed inside the protected area. . 1-07.16(4) Archaeological and Historical Objects This section is supplemented with the following new sub-section: 1-07.16(4)A Inadvertent Discovery of Human Skeletal Remains If human skeletal remains are encountered by the Contractor, they shall not be further disturbe,d. The Contractor shall immediately notify the Engineer of any such finds, and shall cease all work adjacent to the discovery, in an area adequate to provide for the total security and protection of the integrity of the skeletal remains. The Engineer may require the Contractor to suspend Work in the vicinity of the discovery until final determinations and removal of the skeletal remains is completed. If the Engineer finds that the suspensir�n of Work in the vicinity of the discovery increases or decreases the cost or time required for pertormance of any part of the Work under this Contract, the Engineer will make an adjustment in payment or the time required for the performance of the Work in accordance with Sections 1-04.4 and 1- 08.8. . 1-07.t7(2) Utility Construction; Removal or RelocatiQn by Others The first sentence in the second paragraph is revised to read: If the Contract provides notice that utility work (including furnishing, adjusting, relocating, replacing, or constructing utilities) will be performed by others during the prosecution of the Work, the Special Provisions will establish the utility owners anticipated completion. The first sentence in the third paragraph is revised to read: � When others delay the Work through late performance of utility work, the Contractor shall adhere to the requirements of Section 1-04.5. 1 Public Convenience and Safety This section is revised to read: The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, and any other needed actions 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. The Contractor shall perform any measures or actions the Engineer may deem necessary to protect the public and property. The responsibility and expense to provide this protection shall be the Contractor's except that which is to be furnished by the Contracting Agency as specified in other sections of these Spec'rfications. Nothing contained in this Contract is intended to create any third-party beneficiary rights in favor of the public or any individual utilizing the Highway facilities being constructed or improved under this Contract. , Ciiy of Federal Way Pacific Highway South HOV Lanes Phase IV � Page 18 � L_' � � , RFe �aios � a�i 2oio I [� � r � � � u �� l�J STANDARD AMENDMENTS 1-07.23(1) Construction Under Traffic The secand sentence in the second paragraph is revised to read: 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. The fifth sentence in the second paragraph is revised to read: The Contractor shall also maintain roads, streets, sidewalks, and paths adjacent to the project limits when affected by the Contractor's operations. The final paragraph in this section is deleted. 1-07.23(2) Construction and Maintenance of Detours Number 1. under the first paragraph is revised to read: Detours and detour bridges that will accommodate traffic diverted from the Roadway, bridge, sidewalk or path during construction, SECTION 1-08, PROSECUTION AND PROGRESS August 3, 2009 ' 1-08.1 Subcontracting Item (2) in the first sentence of the seventh paragraph is revised to read: (2) Delivery of these materials to the Work site in vehicles owned or operated by such ' plants or by recognized independent or commercial hauling companies hired by those commercial plants. , �I � 1-08.3(2)A Type A Progress Schedule This section is revised to read: The Contractor shall submit five copies of a Type A Progress Schedule no later than.10 days after the date the contract is executed, or some other mutually agreed upon submittal time. The schedule may be a critical path method (CPM) schedule, bar chart, or other standard schedule format. Regardless of which format used, the schedule shall identify the critical path. The Engineer will evaluate the Type A Progress Schedule and approve or return the schedule for corrections within 15 calendar days of receiving the submittaL � , � � 1-08.4 Prosecution of Work This section is supplemented with the following: When shown in the Plans, the first order of work on this project 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 are in place in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall City of Federal Way Pacffic Highway South HOV Lanes Phase IV Page 19 RFB �a�os Apri12010 STANDARD AMENDMENTS request the Engineer to inspect the fence. No other work shall be performed on the site untii the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. '1-08.5 Time for Completion The third sentence in the first paragraph is revised to read: A nonworking day is defined as a Saturday, a Sunday, a whole or half day on which the Contract specifically prohibits Work on the critical path of the Contractor's approved progress schedule, or one of these holidays: January 1, the third Monday of January, the third Monday of February, Memoriai Day, July 4, Labor Day, November 11, Thanksgiving Day, the day after Thanksgiving, and Christmas Day. ' 1-08.6 Suspension of Work The first paragraph is revised to read: The Engineer may order suspension of all or any part of the Work if: 2. 3. Unsuitable weather that prevents satisfactory and timely performance of the Work; or The Contractor does not comply with the Contract: or It is in the public interest. 1-08.7 AAain#enance During Suspension The first sentence in the fourth pa'ragraph is revised to read: If the Engineer determines that the Contractor has pursued the Work diligentl�r before the suspension, then the Contracting Agency will maintain the temporary Roadway (and bear its cost). . The fifth paragraph is revised to read: The Contractor shall protect and maintain all other Work in areas not used by traffic. All costs associated with protecting and maintaining such Work shall be the responsibility of the Contractor, excepf those costs associated with implementing the TESC Plan according to Section 8-01. The seventh paragraph is revised to read: After any suspension, the Contractor shall resume all responsibilities the Contract assigns for the Work. SECTION 1-09, MEASUREMENT AND PAYMENT April ?, 2008 1-09.9 Payments The first paragraph is supplemented with the following: City of Federal Way Pacrfic Highway South HOV Lanes Phase IV Pa9e 20 RFB �a�os , Apri12010 � ' � STANDARD AMENDMENTS For items Bid as lump sum, the Contractor shall submit a breakdown of their lump sum price in sufficient detai! for the Project Engineer to determine the value of the Work performed on a monthly basis. Lump sum breakdowns shall be provided to the Project Engineer no later than the date of the preconstruction meeting. The second sentence in the third paragraph is revised to read: � Unless otherwise provided in the payment clause of the applicable Specifications, partial payment for lump sum Bid items will be a percentage of the price in the Proposal based on the Project Engineer's determination of the amount of Work performed, with consideration given to but not exclusively based on the Contractors lump sum breakdown. The third paragraph is supplemented with the following: � The determination of payments under the contract will be final in accordance with Section 1-05.1. 1-09.9(1) Retainage In the fourth paragraph, number 1, the reference to $20,000 is revised to read $35,000. SECTION 1-10, TEMPORARY TRAFFIC CONTROL August 3, 2009 1-10.1(2) Description The following new paragraph is inserted after the second paragraph: �J Unless otherwise permitted by the Contract or approved by the Project Engineer, the Contractor shall keep all existing pedestrian routes and . access points (including sidewalks, paths and crosswalks) open and clear at all times. The second and third sentences in the third paragraph are revised #o read: �J 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 or adjacent to 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. 1-'10.2(1) Gener.al The second sentence in the third paragraph is revised to read: Possession o# a current TCS card and flagging card by the primary and alternate TCS is mandatory. �J .' City of Federal Way Pacffic Highway South HOV Lanes Phase IV Page 21 RFB �a1a3 April 2010 STANDARD AMENDMENTS 1-10.2(1)B Traffic Control Supervisor In number 1. under the third paragraph, the reference to the book Quality Guidelines for Work Zone Traffic Control Devices is revised to Quality Guidelines for Temporary Traffic Control Devices. In number 2. under the third paragraph, the second sentence is revised to read: Traffic control devices shall be inspected at least once per hour during working hours except that Class A signs need to be checked only once a week and nighttime lighting need to be checked only once a shift. 1-10.2(2) Traffic Control Plans The first sentence in the first paragraph is revised to read: The traffic control plan or plans appearing in the Contract documents show a method of handling vehicle, bicycle and pedestrian traffic. in the third sentence of the second paragraph, the reference to "MUTCD, Part VI" is revised to "MUTCD, Part 6". 1 Conformance to Established Standards The second paragraph is revised to read: In addition to the standards of the MUTCD described above, the Contracting Agency has crashworthiness requirements for most workzone devices. Tha National Cooperative Highway Research Project (NCHRP) Report 350 has established requirements for crash testing. Workzone devices are divided into four categories. Each of those categories is described below: In the paragraph that begins with "Category 2", the second sentence is revised to read: Examples of this class are barricades, portable sign supports and signs. 1-10.3(1) Traffic Control Labor The second paragraph is revised to read: Vests and other high visibility apparel shall be in conformance with Section 1-07.8. 1-10.3(1)A Flaggers and Spotters The following is inserted after the fifth sentence of the second paragraph: Flagger station illumination shall meet the requirements of the MUTCD and these specifications. The Contractor shall provide portable lighting equipment capable of sufficiently illuminating a flagger and their statior� without creating glare for oncoming motorists, yet will meet the mobility requirements of the operation. The lighting stations shall be located on the same side of the roadway as the flagger and aimed either parallel or perpendicular to the traveled lanes to minimize glare. The lighting devices shall be City of Federal Way Paclfic Highway South HOV lanes Phase IV � � �� , ' � L� � L� � , � C � RFS �o-�ai , Apri120a 0 Page 22 � � ' ' � � l� ' � ' �� � ' �� � ' I � '� J STANDARD AMENDMENTS located 5 to 10 feet from the edge of the travel lane with a mounting height of 15 to 25 ft above the ground. The flagger should be visible and discernable as a fiagger from a distance of 1000 feet. � The fourth sentence of the fourth paragraph is revised to read: The duties of a spotter shall not inciude flagging and the use of a flagging paddie while performing spotting duties is not allowed. 1 Rolling Slowdown The first two paragraphs are deleted and replaced with the following: Rolling slowdown traffic control operations are not to be used for routine work that can be addressed by standard lane or shoulder closure traffic control. When a short-term roadway closure is needed for an infrequent, non-repetitive work operation such as a sign bridge removal, or utility wire crossing, the Contractor may implement a rolling slowdown on a multi-lane roadway, as part of an approved traffic control plan. The Contractor shall submit for approval a traffic control plan detailing the expected delay time, interchange. ramp control and rolling slowdown distance. A portable changeable message sign shall be placed ahead of the starting point of the traffic control to warn traffic of the slowdown. The sign shall be placed far enough ahead of the Work to avoid any expected backup of vehicles. A rolling slowdown shall use traffic control vehicles with flashing amber lights. At least one traffic control vehicle will be used for every two lanes to be slowed, plus a control vehicle will serve as a following (chase) vehicle for traffic ahead of the blockade. The traffic control vehicles shall enter the roadway and form a moving blockade to reduce traffic speeds and create a clear area ahead of the blockade in which to accomplish the work without a total stoppage of traffia 1 Lane Closure SetuplTakedown The following is inserted in front of item 1. of the first paragraph: A portable changeable message sign shall be established in advance of the operation, far enough back to provide warning of both the operation and of any queue of traffic that has formed during the operation. • The second paragraph is revised to read: Once the lane is closed, the TMA/arrow board combination shall be replaced with an arrow board without attenuator. The second sentence of the third paragraph is revised to read: A truck-mounted attenuator with arrow board is required during the process of closing each additional lane and is to be replaced with an arrow board without attenuator after the lane is closed. . City of Federal Way RFB 10�103 Pacific Highway South April 2010 HOV Lanes Phase IV Page 23 ' STANDARD AMENDMENTS 1-10.3(2)D Mobile Operations The first sentence of the first paragraph is revised to read: Where construction operations are such that movement along the length of a Roadway is continuous or near-continuous to the extent that a stationary traffic control layout will not be effective, the Contractor may implement a moving, or mobils, traffic controi scheme. 1-10.3(3)A Construction Signs The third paragraph is revised to read: All existing signs, new permanent signs installed under this Contract, and construction signs installed under this Contract that are inapprapriate for the traffic configuration at a given time shall be removed or completely covered in accordance with Section 8- 21.3(3). The seventh sentence of the fourth paragraph is revised to read: Class B construction signs are those signs that are placed and removed daily, or are used for short durations which may extend for one to three days. The fourth paragraph is supplemented with the following: Tripod mounted signs in place more than three days in any one location, unless approved by the Engineer, shall be required to be post mounted and shall be classified as Class A construction signs. The f'rfth paragraph is revised to read: , � � � '• � �' �� � � ' Where it is necessary to add weight to signs for stabitity, sand bags or other similar ballast may be used but the height shall not be more than 4-inches above the Roadway surface, and shall not interfere with the breakaway features of the device. The Contractor shalt follow the manufacturer's recommendations for sign ballasting. 1-10.3(3)B Sequential Arrow Signs The second and third sentences of the first paragraph are deleted. 1 Portable Changeable Message Sign The second sentence of the first paragraph is deleted. 1 Barricades The second paragraph is revised to read: Where it is necessary to add weight to barricades for stability, sand bags or other similar ballast may be used but the height shall not be more than 4-inches above the Roadway surface and shall not interfere with the breakaway features of the device. The Contractor shall follow the manufacturer's recommendation for sign ballasting. City of Federal Way. Pacific Highway South HOV Lanes Phase IV , � � � � � RFe �o-�os , April 2010 Page 24 ' � � � �� � , ,� L_J � � l .J r J � � L. � � STANDARD AMENDMENTS 1-10.3(3)E Traffic Safety Drums The second paragraph is revised to read: Used drums may be utilized, provided all drums used on the project are of essentialiy the same configuration and the devices conform to Section 1-10.2(3). 1-10.3(3)G Traffic Cones This section including title is revised to read: 1-10.3(3)G Traffic Cones and Tall Channelizing Devi¢es Where shown on an approved traffic control plan or where ordered by #he Engineer, the Contractor shall provide, install and maintain traffic cones or tall channelizing devices. Cones and tall channelizing devices shall be kept in good repair and shall be removed immediately when directed by the Engineer. Where wind or moving traffic frequently displaces cones, an effective method of stabifizing them, such as stacking two together at each location, shall be employed or heavier weighted bases may be necessary. 1-10.3(3)J Truck-Mounted Attenuator This section is supplemented with the following: A TMA may be used in lieu of a temporary impact attenuator when approved by the Engineer as part of a stage traffic control shift to protect an object such as blunt barrier end, or bridge pier column that is located within the work zone clear zone. This use of a TMA is restricted to a maximum of 3 days or approved extension by the Engineer. 1-10.3(3)K Portable Temporary Traffic Control Signal The first paragraph is revised to read: Where shown on an approved traffic control plan, the Contractor shall provide, operate, maintain and remove a portable temporary traffic controt signal system to provide alternating one-lane traffic operations on a two-way facility. Ai portable temporary traffic control signal system shall be defined as two traffic control units that operate together. The system shalf be trailer mounted, fully self-contained and designed so that it can be� easily transported and deployed at different locations. The third sentence in the second paragraph is deleted. The following is inserted in front of the sixth paragraph: The Traffic Control Supervisor shall monitor and insure that the Portable Temporary Traffic Control Signal is fully operational and maintained as specified by the manufacturer. This Work may ihclude cleaning and replacing lamps and other routine maintenance as needed. 1-10.4(2) Item Bids with Lump Sum far Incidentals The unit of ineasurement statement for "Portable Changeable Message Sign" is revised to read: City of Federal Way Pacif'ic Highway South HOV Lanes Phase IV Page 25 � RFS �o-ia; Apri12010 STANDARD AMENDMENTS °Portable Changeable Message Sign" wili be measured by the hour for the time that each sign is operating as shown on an approved Traffic Control Plan. The unit of ineasurement statement for "Operation of Portable Changeable Message Sign" is deleted. The unit of ineasurement statement for "Portable Temporary Traffic Control Signal" is revised to read: No specific uni# of ineasurement will apply to the lump sum item of "Portable Temporary Traffic Control Signal". 1-10.5(1) Lump Sum Bid for Project (No Unit Items) This section is revised to read: "Project Temporary Traffic Control", lump sum. The lump sum Contract payment shall be full compensation for all costs incurred by the Contractor in performing the Contract Work defined in Section 1-10, except for costs compensated by Bid Proposal items inserted through Contract Provisions as described in Section 1-10.4(3). 1-10.5(2) Item Bids with Lump Sum for Incidentals The unit of ineasure for "Portable Changeable Message Sign" is revised to "per hour". The bid item "Operation of Portable Chan�eable Message Sign" and the associated paragraph are deleted. The unit of ineasure for the bid item "Portable Temporary Traffic Control Signal," is revised to lump sum. The paragraph following "Portable Temporary Traffic Control Signal," is revised to read: The lump sum Contract price shall be full compensation for all costs of labor, materials and equipment incurred by the Contractor in performing the Contract Work as described in Section 1-10.3(3)K, including all costs for traffic control during manual control, adjustment, malfunction, or failure of the portable traffic control signals and during replacement of failed or malfunctioning signals. SECTION 2-01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP Apri17, 2008 2-01.3(1) Clearing Item 3 .is deleted. The first sentence in Item 4. is revised to read: Follow these requirements for all stumps that will be buried deeper than 5-feet from the top, side, or end surface of the embankment or any structure: City of Federal Way RFB 10-103 Pacific Highway South Ap�il 2010 HOV Lanes Phase IV Page 26 ' ' STANDARD AMENDMENTS 2-01.3(2) Grubbing Item 2. e, is revised to read: Upon which embankments wili be placed except stumps may be close-cut or trimmed as ailowed in Section 2-01:3(1) item 4. � � � SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS Apri17, 2008 2-02.3(3) Removal of Pavemerit, Sidewalks, Curbs, and'Gutters The first sentence in 3. is supplemented with the following: For removal of bituminous pavernent, asphalt planing equipment may be used in lieu of sawcutting provided that a clean vertical edge remains. SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT January 7, 2008 2-03.1 Description � The first sentence in the first paragraph is revised to read: ' The Work described in this section, regardless of the nature or type of the materials encountered, includes excavating and grading the Roadway, excavating in borrow pits, excavating below grade, excavating channels and ditches, removing slide material, and disposing ofi all excavated materiaL 2-03.3(3) Excavation Below Grade The section title is revised to read: 2 Excavation Below Subgrade The first sentence in the f'�fth paragraph is revised to read: Compaction. If the density of the natural earth under any area of the Roadway is less than that required in Section 2-03.3(14)C, Method B, the Engineer may order the Contractor to perform any or all of the following: 2 Excavation of Channels This section including title is revised to read: 2-03.3(14)M Excavation of Channels and Ditches Channel Excavation: Open excavations 8-feet or more wide at the bottom, but excludes channels that are part of the Roadway. � ' Ditch Excavation: Open excavations less than 8-feet wide at the bottom, but excludes ditches that are part of the Roadway. City of Federal Way RFB 10-103 Pacific Highway South , April 2010 HOV Lanes Phase IV Page 27 � STANDARD AMENDMENTS Before excavating channels or ditches, the Contractor shali ciear and grub'the area in accordance with Section 2-01. 2-03.4 Measurement The first sentence in the first paragraph is revised to read: Roadway excavation, channel excavation, ditch excavation, unsuitable foundation excavation, and common borrow items will be measured by the cubic yard. The fourth sentence in the first paragraph is revised to read: For Roadway excavation, channel excavation and ditch excavation items, the original ground will be compared with the planned finished section shown in the Plans. 2-03.5 Payment The first paragraph is supplemented with the following: "Channel Excavation", per cubic yard. "Channel Excavation Incl. Haul", per cubic yard. "Ditch Excavation", per cubic yard. "Ditch Excavation Incl. Haul', per cubic yard. The first sentence in the second paragraph is revised to read: The unit Contract price per cubic yard for "Roadway Excavation", "Roadway Excavation Incl. Haul", "Roadway Excavation — Area =', "Roadway Excavation Incl. Haul — Area =,"Channel Excavation", "Channel Excavation Incl. Haul", "Ditch Excavation" and "Ditch F�ccavation Incl. Haul" shall be full compensation for all costs incurred for excavating, loading, placing, or otherwise disposing of the material. The second paragraph is supplemented with the following: When a bid item is not included in the proposal for channei excavation or ditch excavation all costs shall be included in roadway excavation. The third paragraph is revised to read: When the Engineer orders Work according to Section 2-03.3(3), unit Contract pri�es shall apply, unless the Work differs materially from the excavation above Subgrade, then payment will be in accordance with Section 1-04.4. SECTION 2-10, DITCH EXCAVATION January 7, 2008 This section is deleted in its entirety. The section title is revised to read: 2-10 VACANT City of Federal Way Pacific Highway South HOV Lanes Phase IV u , , ��'� , C�' ' � ' � LJ � LJ RFB �o-�os � April 2010 Page 28 u O ' ' STANDARD AMENDMENTS SECTION 5-01, CEMENT CONCRETE PAVEMENT REHA�ILITATIOId August 3, 2009 All references in this division to "Engineer" are revised to "Project Engineer�. � 5-01.2 Materials The first sentence is revised to read: Materials shall meet the following requirements of the following sections: Reinforcing Steel is deleted from the materials list in the first paragraph. ' The section for Subsealing is deleted. 5 Concrete Mix Design for Concrete Patching Materials This section including title is revised to read: �I ' � 5 Concrete Mix Designs The Contractor shall use either concrete patching materials or Portland cement concrete for the rehabilitation of cement concrete pavernent. Concrete patching materials shall be used for spall repair and dowel bar retrofitting and may be used for concrete panel replacement; Portland cement concrete is only allowed for concrete panel replacement. This section is supplemented with the following sub-sections: 5-01.3(1)A1 Concrete Patching Materials , 1. Materials. The prepackaged concrete patching material shall conform to Section 9-20. The aggregate extender shall conform to Section 9-03.1(4), AASHTO Grading No. 8. . � � ' ' � ' � ' 2. Submittals and Mix approval. The Contractor shal� use the Manufacturer's recommended proportions for the mix design to be submitted to the Project Engineer for the concrete patching material. The Gontractor's submittal shall include the mix proportions of the prepackaged concrete patching material, water, aggregate extender, and the proposed sources for all aggregates. If not approved for use on the QPL, submit test data indicating compliance with Section 9-20. 5-01.3(1)A2 Portland Cement Concrete Portland cement concrete 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°k. 5-01.3(1)B Equipment The third paragraph (Air Compressors) is deleted. The fifth paragraph (All equipment) is deleted. The section for Subsealing is deleted. City of Federal Way Pacific Highway South HOV lanes Phase IV Page 29 RFa 10-�ai Apri12010 STANDARD AMENDMENTS 5-01.3(2)A Concrete Patching Material This section is revised to read: Acceptance shall be based on field verification of the prepackaged patching material, and that the amount of added water and aggregate extender complies with the mix design. ' 5-01.3(2)B Portland Cement Concrete The third sentence in the third paragraph is deleted. The third paragraph is supplemented with the foliowing: The lower Specifi�cation limit for Air Content shali be 3.0-percent, and the upper �ecification limit for Air Content shall be 7.0-percent. The lower �ecification limit for cornpressive strength shall be 1200-psi less than that established in the mix design as the arithmetic mean of the 5 sets of 28-day compressive strength cylinders, or 3000- psi, whichever is higher. These compressive strength cylinders are to be cast at the same time as the flexural beams that were used to prequalify the mix design under Section 5-05.3(1). There is no upper Specification limit for 28-day compressive strength. � The portion of this section dealing with Rejection of Concrete is moved to the following �sub- section: � 5-01.3(2)B1 Rejection of Concrete Rejection by the Contractor: The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material at no expense to the Contracting Agency. The replacement material will be sampled, tested and evaluated for acceptance. Rejection without Testing: The Project Engineer may reject any load that appears defective prior to placement. Material rejected before placement shall not be incorporated into the pavement. No payment will be made for the rejected ma#erials unless the Contractor requests tnat the rejected material be tssted. If the Contractor eleets to have the rejected materials tested, a sample will be taken and both the air content and strength shall be tested by WSDOT. Payment for rejected material will be based on the results of the one sample, which was taken and tested. If the rejected material fails either test, no payment will be made for the rejected material and in addition, the cost of sampling and testing, at the rate of $250.00 per sample shall be borne by the Contractor. tf the rejected material passes both tests the mix will be compensated for at actual invoice cost and the cost of the sampling and testing will borne by the Contracting Agency. 5-01.3(3) Subsealing This section including title is revised to read: City of Federal Way Pacific Highway South HOV Lanes Phase IV ' ' ' � � ' , ' , � RFa ia�os ' Apri12010 Page 30 � ' � � STANDARD AMENDMENTS 5-01.3(3) Vacant 5-01.3(4) Replace Portland Cement Concrete Panel The first paragraph is revised to read: Curing, cold weather Work, concrete pavement constructian in adjacent lanes, and protection of pavement shall meet the requirements of S�ction 5-05.3(13) through Section 5-05.3(15). The reference to "epoxy coated" in the third paragraph is deleted. Under Placement tolerances for tie bars the second number 4 is revised to read: 4. Backfilling and compacting crushed surfacing base course. � The last paragraph on page 5-5 of the Standard Specifications is revised to read: The Contractor shall place a bond breaking material such as polyethylene film, roofing paper or other material as approved by the Engineer along all existing concrete surfaces and between the bottom of the slab and treated bases prior to placing concrete. • � � The second to the last paragraph of this section is deleted. 5-01.3(5) Partial Depth Spall Repair The second paragraph is revised to read: A vertical saw cut shall be made to a minimum depth of 2.O�inches around the area to be patched as marked by the Engineer. TFie Contractor shall remove material wi#hin the perimeter of the saw cut to a depth of 2.0-inches, or to sound concrete as determined by the Engineer. The surface patch area shall be sand blasted and all lo4se material removed. All sandblasting residue shall be removed using dry oil-free air. .. The fourth paragraph is revised to read: Spall repair shall not be done in areas where dowel bars are encountered. The fifth paragra�h is revised to read: When a partial depth repair is placed directly against an adjacent longitudinal joint a bond breaking material such as polyethylene film, roofing paper or other maferial as approved by the Engineer shall be placed between the existing concrete and the area to be patched. �J � � 5-01.3(6) Dowel Bar Retrofit The reference to "epoxy-coated� in the second to the last paragraph of this section is deleted. City of Federal Way ' RFB 10-103 Paciflc Highway South �� � HOV Lanes Phase IV Page 31 STANDARD AMENDMENTS 5-01.3(10) Pavement Smoothness The second paragraph is supplemented with the following: The smoothness perpendicular to the centerline will be measured with a 10 foot straight edge within the lanes. There shall be no vertical elevation differences of more than a�/a ineh between lanes. 5-01.4 Measurement This section is revised to read: Replacement cement concrete panels will be measured by the square yard, based on the actual width and length of the surface area placed. Retrofit dowel bars will be measured per each for the actual number of bars used in the completed Work. � No specific unit of ineasure will apply to the force account item of Partial Dept Spall Repair. Sealing Existing Concrete Random Cracks will be measured by the linear foot, measured along the crack sealed. Sealing Transverse and Longitudinal Joints will be measured by the linear foot, measured along the line of the completed joint. ' , Cement concrete pavement grinding will be measured by the square yard, based on the actual width and length o# area ground. Extra passes to meet the Specifications or overlaps will not be measured. No spec'rfic unit of ineasure will �apply to the force account item "Replace Uncompactable Material". - 5-01.5 Payment The bid item `Testing Cement Concrete Pavement Slabs For Subsealing" and the associated paragraph are deleted. The bid item "Drilt Hole For Subsealing" is deleted. The bid item "Pavement Subseal° is deleted. SECTION 5-02, BITUMINOUS SURFACE TREATMENT August 3, 2009 In regards to sieve sizes, all references in this division to "U.S" and "Square" are deleted. 5 Application of Asphalt Emulsion and Aggregate The chart following the first paragraph is �evised to read: City of Federal Way Pacific Highway South HOV Lanes Phase IV � �Fa�a�os ��� Apd12010 Page 32 �� � � ' � STANDARD AMENDMENTS Application Rate Undiluted Asphalt Emulsion Aggregate Aggregates (gal.per sq. yd.) Applied Size (Ibs. per sq. � yd.) �►pplied New.Construction Prime Coat 0.35-0.65 '/2- No. 4 25-45 or � Seal Coat 0.35-0.60 '/2- No. 4 25-40 Choke Stone N/A No. 4-0 4-6 Seai Coats %-inch No. 4� 0.40-0.65 "°/s- No. 4 25-45 Choke Stone ' No. 4-0 4-6 '/�-inch No. 4 0.35-0.55 '/z- No. 4 20-35 Choke Stone No. 4-0 4-6 9 /s-it1Ch — No. 4 0:35-.55 '/e- NO. 4 20-30 '/s-inch — No. 0.20-0.40 '/s- No. 10 18-30 10 Choke Stone N/A No. 4-0 4-6 The second sentence in the second paragraph is revised to read; The second application of asphalt emulsion (seal coat) shall be applied the next day, or as approved by the Project Engineer. The eleventh paragraph and the chart foliowing the eleventh paragraph are revised to read: Before application to the Roadway, asphalt emulsion shail be heated to the following #emperatures or that recommended by the manufacturer. . Distributor Temperature Type and Grade of Asphak Min. °F Max. °F Emulsion r � City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 33 _ aFS �a�oa April 2010 STANDARD AMENDMENTS New Construction and Seal Coats: CRS-1, CRS-2, CRS-2P 125 195 CMS-2, CMS-2S, CMS-2h 125 185 Fog SeaL• CSS-1, CSS-1h 70 140 The twelfth paragraph is revised to read: Before application of the fog seal aii surtaces shali be thoroughiy cleaned of dust, soil, pavement grindings, and other foreign matter. The fog seal shall be CSS-1 or CSS-1 h emulsified asphait un�ormly applied to the pavement. The finished application sMall be free of streaks and bare spots. The emulsified asphalt may be diluted at a rate of one part water to one part emulsified asphalt unless otherwise directed by the Project Engineer. 5-02.3(4) Change in Grades of Asphalt Emulsion This section including title is revised to read: 5-02.3(4) Vacant 5-02.3(10) Unfavorable Weather Item 2. under the second paragraph is revised to read: 2. The surface temperature shall be not more than 130°F or as otherwise determined by the Project Engineer. • : Item 4. under the second paragraph is revised to read: 4. Construction of bituminous surface treatments shall not be carried out before Allay 1 or after August 31 of any year except upon writt�n order of the Project Engine�r. SECTION 5-04, HOT MIX ASPHALT August 3, 2009 5-04.1 Description The first paragraph is supplemented with the following: The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic additives, chemical additives and foaming. 5 Materials � The first paragraph is supplemented with the following: Warm Mix Asphalt Additive City of Federal Way Pacific Highway South HOV Canes PhaselV �'a�� Pa9e 34 :� � , � � RF� �aios � Apri12010 �. � � STi4NDARD AMENDMENTS Recycled Asphalt Pavement 9-03.8(3)B The second sentence in the third paragraph is revised to read: if utilized, the amount of RAP shall not exceed 20-percent of the total weight of the HMA. The following is inserted after the fourth sentence in the fourth paragraph: The substituted asphalt binder shall not exceed a one grade change for either of the design temperatures with a minimum pavement design temperature no lower than minus 28° C. The following paragraph is inserted after the fourth paragraph: The Contractor may use Warm Mix Asphalt (WM�4) proce�ses in the production of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA. � � The reference to "pavement" in the fifth paragraph is revised to "HMA". 5-04.3(1) HMA Mixing Plant The following item is inserted to follow item 2: 3. Heating of Asphalt Binder. The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder . to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer di the WMA additive. Existing items 3. and 4. are renumbered to items 4. and 5. respeatively. 5-04.3(3) Hot Mix Asphalt Pavers The following is inserted at the beginning of the second paragraph: Prior to the use of any HMA paver the Contractor shall cettify the paver is equipped with the most current equipment available from the manufacturer for the prevention of the segregation of the coarse aggregate particles. The certification shall list the make, model and year of the paver and any equipment that has be�n retrofitted to the paver. The third paragraph is deleted. All references to "Engineer" in the seventh paragraph are revised to "Project Enginee�'. This section is supplemented with the following sub-section: City of Federal Way Pac'rfic Highway South HOV Lanes Phase IV Pa9e 35 �FS io-�ai April 2010 � STANDARD AMENDMENTS 5-04.3(3)A Materiai Transfer DeviceNehicle Direct transfer of HMA from the hauling equipment to the paving machine will not be allowed in the top 0.30 feet of the pavement section of hot mix asphalt (HMA) used in traffic lanes with a depth of 0.08 feet or greater. A material transfer device or vehicie (MTDN) shall be used to deliver the HMA from the hauling equipment to the paving machine. HMA placed in irregulariy shaped and minor areas sucM as road approaches, tapers and turn lanes are excluded from this requirement. The MTDN shail mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Project Engineer. 5-04.3(4) Rollers � All references to "Engineer� in this section are revised to "Project Enginee�'. 5-04.3(5)A Preparation of Existing Surfaces The reference to `�rvill" in the third sentence of the second paragraph is revised #o "shall". 5-04.3(5)C Cr�ck Sealing The reference to "U.S. No. 4-0" in the first sentence of the second paragraph is revised to "No. 4=0". 5-04:3(5)E Pavement Repair This section is revised to read: The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Pl�ns and as staked. The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor's operations shall be repaired by the Contractor to the satisfaction of the Project Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a time unless approved otherwise by the Project Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift. � � � The Project Engineer wifl determine the excavation depth, which may vary up to 1-foot. The determination will depend on the location of material suitable for support of the pavement. The minimum width of any pavement repair area shall be 3-feet unless shown otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed in a Contractor-provided site, off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21. Asphalt for tack coat shall be required as specified in Section 5-04.3(5)A. A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35- foot compacted depth. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. City of Federal Way Pacffic HigMroay South HOV Lanes Phase IV R� �a�os � Ap►il 2010 Page 36 � � � STANDARD AMENDMENTS 5-04.3(6j Heating of Asphalt Binder This section including title is revised to read: 5-04.3(6) Vacant 5-04.3(7)A Mix Design The content of this section is revised and moved to the following sub-sections: 5 General The Contractor shall develop a mix design prior to the initial production of HMA and. prior to the production of HMA each calendar year thereafter. The mix design aggregate structure and asphalt binder content shall be determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9- 03.8(2) and 9-03.8(6). Mix designs that were developed during the calendar year prior to current year's production of HMA that have been issued a WSDOT mix design report will be 'accepted provided the Contractor submits a certification letter stating that the aggregate and asphalt binder have not changed. Chang�s to aggregate that may require a new mix design include the source of material or a change in the percentage of material from a stockpile greater than 5-percent. Changes to asphalt binder that may require a new mix design include the source of the crude petroleum supplied to the refinery, the refining process and additives or modifiers in the asphalt binder. 5-04.3(7)A2 Statistical or Nonstatistical Evaluation Mix designs for HMA accepted by statistical and nonstatistical evaluation shall be submitted to the Project Engineer on DOT form 350-042. For a miX design that was originally developed for another WSDOT contract the Contractor shall also submit DOT form 350-041 and include all changes to the job mix formula that have been approved on other contracts. � � � � � The Contractor shall submit representative samples of the mineral materials that are to be used in the HMA production. The Contracting Agency will use these samples to conduct verification testing of the mix design in accordance with WSDOT Standard Operating Procedure 732 and to determine anti-strip requirements, if any, in accordance with WSDOT test method T 718. Verification testing of HMA mix designs proposed by the Contractor that include RAP will be completed without the inclusion of the RAP. Submi#al of RAP samples is not required. A mix design report will be provided within 25-calendar days after a mix design submittal has been received in the State Materials Laboratory in Tumwater. No paving shall begin prior to issuance of the mix design report or reference mix design report for that year. 5-04.3(7)A3 Commercial Evaluation Mix designs for HMA accepted by commercial evaluation shall be Project Engineer on DOT form 350-042; only the first page i� required. submitted to the Verification of the mix design by the Contracting Agency is not required. The Project Engineer will determine anti-strip requirements for the HMA. Paving shall not begin before the anti-strip requirements have been provided to the Contractor. For ' City of Federal Way AF� 10-iN Pacific Highway South Apri12010 HOV Lanes Phase IV Page 37 STANDARD AMENDMENTS commercial HMA, the Contractor shali select a class of HMA and design level of Equivalent Single Axle Loads (ESAL's) appropriate for the required use. 5-04.3(8) Mixing The second paragraph is revised to read: When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 25°F as shown on the mix design or reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2-percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Project Engineer. This section is supplemented with the following: Recycied asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a un'rform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Project Engineer. 5-04.3(8)A Acceptance Sampling ; and Testing - HMA Mixture The content of this section is revised and moved to the following sub-sections: 5-04.3(8)A1 General Acceptance of HMA shall be as provided under statistical, nonstatistical or commercial evaluation. Acceptance of HMA by statistical evaluation is administered under the provisions of Section 5-04.5(1) Quality Assurance Price Adjus#ments. Statistical evalua#ion will be used for a class of HMA when the Proposal quantities for that class of HMA exceed 4,000-tons. Nonstatistical evaluation will be used for the acceptance of HMA when the Proposal quantities for a class of �HMA are 4,000-tons or less. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the' following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of statistical and nonstatistical evaluation. City of Federal Way Pac'rf'ic Highway South HOV Lanes Phase IV R� �a�oa April 2010 Pa9e 38 � � � STANDARD AMENDMENTS � The mix design will be the initial JMF for the,class of HIWIA. The Contractor may request a change in the JMF. Any adjustments to the JMF wiil require the approval of the Project Engineer and may be made in accordance with Section 9-03,8(7). 5-04.3(8)A2 Aggregates � For HMA accepted by stati'sticai evaluation the gradation of aggregates will be inciuded in the statistical calculations. The acceptance criteria for aggregate properties of sand equivalent, uncompacted void content and fracture will be their conformance to the requirements of Section 9-03.8(2). These properties wil) not be included in the statisticat evaluation. Sampling and tes#ing of agg'regates accepted by commercial evaluation will be at the option t�f the Project Engineer. 5-04.3(8)A3 Sampling The random sampling of HMA will be by WSDOT Test Method T 716. Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with WSDOT FOP for WAQTC/AASHTO T 168. 5-04.3(8)A4 Definition of Sampling Lot and Sublot A lot is represented by randomly selected samples that will be �tested for acceptance with a maximum of 15-sublots per lot; the final lot may be increased to 25-sublots. All of #he test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than OJ5 a new lot will. begin at the Contractor's request after the Project Engineer is satisfied that material conforming to the Speci#ications can be produced. Sampling and testing for statistical and nonstatistical evaluation shall be performed on the frequency of one sample per sublot. The sublots shall b�e approximately uniform in size with a maximum sublot size of 800-tons. The quantity of material represented by the final sublot for either statistical or nonstatistical evaluation may be increased to a maximum of 2-times the sublot quantity calculated. , Should a lot accepted by statistical evaluation contain fewer than three sublots, the HMA will be accepted in accordance with nonstatistical evaluation. 5-04.3(8)A5 Test Results The results of all acceptance testing performed Factor (CPF) of the lot after three sublots have Contractor through WSDOT's website. in the field and the Composite Pay been tested will be available to the The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7-calendar days after the specific test results have been posted to the website. A split of the original acceptamce. sample will be sent for testing to either the Region Materials Laboratory ar the State Materials Laboratory as determined by the Project Engineer. The split of the sample will not be tested 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 eontent and Va � � City of Federal Way Pacif'ic Highway South HOV Lanes Phase IV ' Pa9e 39 R� �a1os April 2010 STANDARD AMENDMENTS and the results of the retest will be used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $250 per sampie. 5-04.3(8)A6 Test Methods Testing of HMA for compliance of Va will be by 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(8)A7 Test Section - HMA Mixture For each class of HMA accepted by statistical evaluation the Contractor may request a test section to determine if the mixture meets the requirements of Sections 9-03.8(2) and 9-03.8(6). The test section shall be constructed at the beginning of paving and will be at least 6Q0-tons and a maximum of 1000-tons or as approved by the Project Engineer. No further wearing or leveling HMA will be paved the day of or the day following the construction of the test section. The mixture in the test section will be evaluated as a lot with a minimum of 3 sublots required. 5-04.3(9) Spreading and Finishing The nominal compacted depth for HMA Class 3 /4' and HMA Class �/2' listed under the first paragraph is revised to read: HMA Class 3 /4" and HMA Class 1 /2" wearing course 0.30-feet other courses 0.35-feet 5-04.3(10)A General The second sentence in the third paragraph is revised to read: An exception shall be that pneumatic tired rollers shall be used for compaction of tt�e wearing course beginning October 1st of any year through March 31st of the following year. The sixth sentence in the third paragraph is revised to read: Rollers shall only be operated in static mode on bridge decks. 5-04.3(10)B Control The content of this section is revised and moved to the following sub-sections: � � 5-04.3(10)B1 General � HMA mixture accepted by statistical or nonstatistical evaluation that is used in traffic lanes, including lanes for ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF� of not less than 0.75 when evaluated in accordance with Section 1-06.2, using a minimum of 91.0-percent o# the reference City of Federal Way Pac�'ic Highway South HOV Lanes Phase IV RFB �o-�oa � Apd12010 Pa�e 40 � � � .� STANDARD AMENDMENTS maximum density as determined by WSDOT FOP for AASHTO T 209. The specified level of den�ity attained will be determined by the statistical evaluation of tests taken in accordance with FOP for WAQTC TM 8 and WSDOT SOP T 729 on the day the mix is placed (after completion of the finish rolling). Each compaction lot will be divided into sublots with a maximum of 15-sublots per lot; the final lot may be increased to 25-sublots. Sublots will be uniform in size with a maximum af approximately 80-tons per sublot; the final sublot of the day may be increased to 120 tons. The sublot locations within each density lot will be determined by the stratified random sampling procedure conforming to WSDOT Test Method T 716. For a lot in progress with a CPF less than 0.75 a new lot will begin at the Contractor's request after the Project Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions ather than those listed above shail be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be pertormed in accqrdance with instructions from the Project Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. .� � HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-04.3(10)B2 Cyclic Density The Project Engineer may •also evaluate the HMA for low cyclic density of the pavement in accordance with WSDOT SOP 733. Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90.0-percent of the reference maximum density. Any area tested for density under Section 5-04.3(10)B1 will be included in this evaluation. A$500 price adjustment will be assessed for any 500-foot section with two or more density readings below 90.0-percent of the reference maximum density. 5-04.3(10)B3 Longitudinal Joint Density. The Project Engineer will evaluate the HMA wearing surface for low density at the longitudinal joint in accordance with WSDOT SOP 735. Low density is defined as less than 90.0-percent of the reference maximum density. If 1 density reading, at either longitudinal joint, is below 90.0-percent of the reference maximum density, a$200 price adjustment will be assessed for that sublot. � � � 5-04.3(10)64 Test Results . The nuclear moisture-density gauge results of all compaction acceptance testing and the CPF of the lot after three sublots have been tested will be availabte to the Contractor through WSDOT's website. Determination of the relative density of the HMA with a nuclear moisture-density gauge requires a correlation factor and may require resolution after the correlation factor is known. Acceptance of HMA compaction will be bas�ed on the statistical evaluation and CPF so determined. City of Federal Way Pacific Highway South HOV Lanes Phase IV Paye 41 RFa ia�os Apri12010 STANDARD AMENDMENTS For a subiot that did not meet the minimum of 91.0-percent of the reference maximum density in a compaction lot wi#h a CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor may request that a core be used for determination of the relative density of the sublot. The relative density of the core will repiace the relative density determined by the nuclear moisture=density gauge for the sublot.and will be used for calculation of the �CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the sublot �iave been provided or made available to the Contractor. The core will be taken at approximately the same location as the nuclear moisture-density gauge test in the compaction sublot being challenged. Traffic control shall be provided by the Contractor as requested by the Project Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for cores. When the CPF for the 1ot based on the results of the HMA cores is less than 1.00, the cost for the coring will be deducted from any monies due or that may become due the Contractor under the Contract at the rate of $20D per core and the Contractor shall pay for the cost of the traffic control. 5 Reject HMA The section heading is revised to read: 5-04.3(11) Reject Work The content of this section is revised and moved to the following sub-sections: 5-04.3(11)A General Work that is defective or does not conform to Contract req�airements shall be rejected. 5 Rej�ction by Contractor The Contractor may, prior to sampling, elect to remove any defective material and replace it with new materiaL Any such new material will be sampled, tested, and evaluated for acceptance. 5-04.3(11)C Rejection Without Testing The Project Engineer may, witMout sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of Roadway shalt be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of 3 representative samples will be obtained and tested. Acc�ptance of rejected material will be based on conformance with the statistical acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material, and 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. lf 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 City of Federal Way Pacific Highway South HOV Lanes Phase IV � � � � RFB �a�os � Apri12010 Page 42 � � STANDARD AMENDMENTS � the rejected material wili be at the calculated CPF with an addition of 25-percent of the unit Contract price added for the cost of removai and disposaL 5-04.3(11)D Lots and Sublots �� 5 A Partial Sublot In addition to the random aceeptance sampling and testing, the Project Engineer may also isolate from a normal sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an ariginal sample location. A minimum of 3 random samples of the suspect material wilF be obtained and tested. The material will then be statistically evaluated as an independient lot in accordance with Section 1-06.2(2). 5-04.3(11)D2 An Entire Sublot An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of 2 additional random samples from this sublot will be obtained. These additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)D3 ALot in Progress The Contraator shall shut down operations and shall not resume HMA placement until such time as the Project Engineer is satisfied that material conforming to the Specifications can be produced: a. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor is taking no corrective action, or b. WMen the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or c. WMen either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(11)D4 An Entire Lot An entire lot with a CPF of less than 0.75 will be rejected. The designated percentage reduction a� defined in Section 1-06.2(2)B under Financial Incentive Paragraph 1, .Item 3, shall be 25-percent. � 5-04.3(12)A Transverse Joints The first and second sentences of the second paragraph are revised to read: A temporary wedge of HMA constructed on a 50H:1 V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping p�per or other methods approved by the Engineer. 5-04.3(12)B L�ongitudinal Joints The first two paragraphs are revised to read: � � City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 43 RFB iaio3 April 2010 STANDARD AMENDMENTS The longitudinal joint in any 1 course shall be offset from the course immediately below by not more than 6-inches nor less than 2-inches. Ali longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. On one-lane ramps a longitudinal joint may be constructed at the center of the traffic lane, subject to approval by the Project 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. � a. If a hot-lap joint is allowed at the center of the traffic lane, 2 pavin�g machines shall be used; a minimum compacted density in accardance with Section 5-04.3(10)B shall be achieved throughout the traffic lane; and construction equipment other than rollers shatl not operate on any uncompacted mix. ' The reference to Standard Plan A-1 in the third paragraph is revised to read "Standard Plan A40.10-00.° 5-04.3(16) Weather Limitetions The first sentence of the first paragraph is revised to read: HMA for wearing course shall not be placed on any Traveled Way beginning October 1st of any year through March 31st of the following'year without written approval from the Project Engineer. The chart for Surface Temperature Limitation is revised to read: Surtace Temperat�re Limitation Compacted Wearing Course Other Cours�s Thickness Feet 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(19) Sealing of Pavement Surt�ces This section is revised to read: Where shown in the Plans, the Contractor shall apply a fog seal. The fog seal shall be constructed in accordance with Section 5-02.3. Unless otherwise approved by #he Project Engineer, the fog seal shall be applied prior to opening to traffic. � � � . � 5 Asphalt Binder Revision This section including title is revised to read: City of Federal Way Pacitic Highway South HOV Lanes Phase IV RFa ia�os � Apri12010 Page 44 � � � � STANDARD AMENDMENT� 5-04.3(21) Vacant 5-04.4 Measurement The measurement statement far Asphalt For Fog Seal is revised to read: 5-04.5 Payment . The payment statement for Asphalt for Fog Seal is revised to read: Asphalt For Fog Seai will be measured by the ton as provided in Section 5-02.4. Payment for "Asphalt for Fog Seal" is described in Section 5-02.5. The reference to "item 1 B" in the payment statement for "Longitudinal Joint Density Price Adjustment" is d�leted. . 5-04.5(1)A Price Adjustments for Quality of HMA Mixture The table of Price Adjustment Factors is revised to read: Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing: 1�/2", 1", 3 /au, �/�", �/8' and 2 No.4 sieves All aggregate passing No. 8 sieve 15 All aggregatepassing No. 200 sieve 20 Asphalt binder 40 Air Voids, Va � 20 The first sentence in the second paragraph is revised to read: A pay factor will be calculated for each sieve listed that is equal to or smaller than the maximum allowabfe aggregate size (100-percent passing sieve), asphalt binder and percent air voids (Va). � � � 5-04.5(1)B Price Adjustments for Quality of HMA Compaction This section is revised to read: For each compaction control lot with one or finro sublots having all sublots attain a relative density that is 91.0-percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 91.0-percent of the reference maximum density the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. Additional testing by either a nuclear moisture-density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 45 RFB 10-103 April 2010 STANDARD AMENDMENTS For each compaction control lot with three or more sublots, a Compaction Incentive Price Adjustment Factor (CIPAF) will be determined. The CIPAF equals the algebraic difference of the CPF minus 1.00 multiplied by 40-percent. The Compaction Price Adjustment wiil be caiculated as the product of CIPAF, the quantity of HMA in the compaction control lot in tons, and the unit Contract price per ton of mix. SECTION 5-05, CEMENT CONCRETE PAVEMENT August 3, 2009 _ 5-05.2 Materials Dowel bars and the referenced section are revised to read: Corrosion Resistant Dowel Bars 9-07.5(2) This section is supplemented with the following: Concrete Patching Material 5-05.3(1) Concrete Mix Design for Paving Number 1. Materials is revised to read: 1. Materials. Materials shall conform to Section 5-05.2. Fine aggregate shall conform to Section 9-03.1(2), Class 1. Coarse aggregate shall conform to Section 9-03.1(4) AASHTO grading No. 467. An alternate combined gradation conforming to Section 9-03.1(5) may be proposed, that has a nominal maximum aggregate size equal to or greater than a� 1-� -inch square sieve. The first sentence in number 2. Submittals, is revised to read: The Contractor's submittal shall include the mix proportions per cubic yard, test results from beams and cylinders and the proposed sources for all ingredients including the fly ash. � The fourth sentence in number 2. Submittals, is revised to read: In addition the Contractor shall fabricate, cure, and test 5 sets of cylinders, for evaluation of 28-day strengths, according to WSDOT FOP's for AASHTO T 22 and AASHTO T 23 using the same mix design as used in fabrica#ion of the beams. The fifth sentence in number 2. Submittals, is deleted. The sixth sentence in number 2. Submittals, is revised to read: Mix designs submitted by the Contractor shall provide a unique identification for each proposal and shall include test data confirming that concrete made in accordance with the proposed design will meet the requirements of these Specifications and the 28 day compressive strength results. 9-20 � � �. � Number 3. Mix Design Modifications is revised to read: Clty of Federal Way Paafic Highway South HOV Lanes Phase IV RFB �o-yai � Apri12010 Page 46 � � � STANDARD AME'NDMENTS 3. Conformance to Mix Design. Cement, coarse and fine aggregate weights shaii be within the following tolerances of the mix design: Portiand Cement Concrete Batch Volumes Cement +5% -1 % Coarse + 200 Pounds - 200 Pounds Aggregate Fine Aggregate + 200 Pounds - 200 Pounds If the total cementitious material weight is made up of different components, these component weights shall be within the foilowing tolerances: 1. Portland cement weight plus 5-percent or minus 1-percent of that specified in the mix design. 2. Fly ash and ground granulated blast furnace siag weight ptus or minus 5- percent of that specified in the mix design. � � � 3. Microsilica weight plus or minus 10-percent of that specified in the mix design. Water shall not exceed the maximum water specified in the mix design. The Contractor may initiate minor adjustments to the approved mix proportions within tMe tolerances noted above without resubmitting the mix design. Utilizing admixtures to accelerate the set or to increase workability will be permitted only when approved by the Engineer. Only non-chloride accelerating admixtures that meet the requirements of Section 9-23.6 Admixture for Concrete, shall be used. The Cantractor shall notify the Engineer in writing of any proposed modification. A new mix design will designate a new lot. � 5-05.3(3) Equipment This section is revised to read: Equipment necessary for handling materials and performing all parts of the Work shall conform to the following requi�ements: 5-05.3(3)C Finishing Equipment The second sentence in the first paragraph is revised to read: On other roads and on WSDOT projects requiring less than 1000-square yards of � cement concrete pavement or requiring individual placement areas of less than 1000- square yards, irregular areas, intersections and at locations inaccessible to slip-form � � City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 47 RFS �aiai Apri12010 0 � STANDARD AMENDMENTS paving equipment, cement concrete pavement may be placed with approved placement and finishing equipment utilizing stationary side forms. 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement The fifth paragraph is revised to read: The point of acceptance wiil be per WAQTC FOP for TM 2 or at the point of discharge when a pump is used. The seventh paragraph is revised to read: For the purpose of acceptance sampling and testing, a lot is defined as having a maximum of 15 subiots that was produced for the same class of mix. The final lot may be increased to 25 sublots. Ali of the test results obtained from the same lot shali be evaluated collectively. The quantity represented by each sampie will constitute a sublot. Sampling and testing shall be performed on a random basis at the frequency of one sample per subiot. Sublot size shall be determined to the nearest 10-cubic yards to provide not less than three uniform sized sublots with a maximum sublot size of 500- cubic yards. The eighth paragraph is deleted. The third sentence in the ninth paragraph is deleted. The following is inserted after the tenth paragraph: Rejection of Concrete 1. Reje�tion by the Contractor. The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material at no expense to the Contracting Agency. Any such nevir material will be sampled, tested and evaluated for acceptance. 2. Rejection Without Testing. The Engineer may reject any load tha# appears def�ctive prior to placement. Material rejected before placement shall not be incorporated into the pavement. No payment will be made for the rejected materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected materials tested, a sample will be taken and both the air content and strength shall be tested by WSDOT. Payment for rejected material will be based on the results of the 1 sample, whicfi was taken and tested. If the rejected material fails either test, no payment will be made for the rejected material and in addition, the cost of sampling and testing, at the rate of $250.00 per sample shaA be bome by the Contractor. If the rejected material passes both tests the mix will be compensated at a CPF of 1.00 and the cost of the sampling and testing will borne by the Contracting Agency. Statistical Acceptance City of Federal Way P�cific Highway South HOV Lanes Phase IV Paye 48 RFB 10-103, April 2010 � � � � STANDARD AMENDMENTS � in erformed in the field and the Com osite Pa The results of ali acceptance test g p p Y � Factor (CPF) of the lot after three sublots have been tested will be available to the contractor th�rought WSDOT's website The 14th paragraph Rejection of Concrete and the remainder of this section is deleted and replaced witM the following: Non-Statistical Acceptance Concrete will be accepted based on conformance to the requirement for air content, and the compressive strength at 28-days for sublots as tested and determined by the Contracting Agency. The lower Specification limit for Air Content shall be 3.0-percent, and the upper Specification limit for Air Content shall be 7.0-percent. The lower Specification limit for compressive strength shall be 1200-psi less than that established in the mix design as the arithmetic mean of the 5 sets of 28-day compressive strength cylinders, or 3000-psi, whichever• is higher, These compressive strength cylinders are to be cast at the same time as the flexural tieams that were used to prequalify the mix design.under Section 5-05.3(1). Each sublat will be deemed to have met the spec'rfied compressive strength requirement when both of the following conditions are met: 1. Individual strength tests do not fall below the lower specification limit for strength by more than 12�/�-percent or 500-psi, whichever is least. 2. An individual strength test averaged with the 2 preceding individual strength - tests meets or exceeds the lower specification limit for strength. � � � When compressive strengths fail to satisfy one or both of the above requirements, the Contractor may request acceptance of in-place concrete strength based on core results. This method will not be used if the Engineer determines coring would be harmful to the integrity of the Structure. Cores, if allowed, will be obtained by the Contractor in accordance with AASHTO T 24 and delivered to the Contracting Agency for testing in accordance with AASHTO T 22. If the concrete in the Structure will be dry under service conditions, the core will be air dried at a temperature .of between 60°F and 80°F and at a relative humidity of less than 60-percent for 7-days before testing, and will be tested air dry. Acceptanc� for each sublot by the core method requires that the average compressive strength of 3 cores be at least 85-percent of the specified strength with no 1 core less than 75-percent of the specified strength. When the Contractor requests strength analysis by coring, the results obtained wilt be accepted by both parties as conctusive and supersede all other strength data for the concrete sublot. If the Contractor elects to core, cores shall be obtained no later than 50-days after initial concrete placement. The Engineer will concur in the locations to be cored. Repair of cored areas shall be the responsibility of the Contractor. The cost incurred in coring. and testing these cores, including repair of core locations, shall be borne by the Contractor. c�ry of Federa� way RFa ia�ai Paclfic Highway South April 2010 HOV Lanes Phase IV � Page 49 � STANDARD AMENDMENTS 5-05.3(8) Joints The first paragraph is revised to read: Joints in cement concrete pavement will be designated as longitudinal and transverse contraction joints, longitudinal and transverse construction joints, or isolation joints and shall be constructed as shown in the Pians and in accordance with the following provisions: 5-05.3(8)A Contraction Joints The fifth paragraph is revised to read: When cement concrete pavement is placed adjacent to existing cement concrete pavement, the vertical face of ail existing working joints shall be covered with a bond breaking materiat such as polyethylene film, roofing paper or other material as approved by the Engineer. 5-05.3(8)B Sealing Sawed Contraction Joints The fifth sentence is revised to read: The hot-poured compound and the coid-poured compound shall be applied under sufficient pressure to fill the groove from bottom to top and the cured joint sealant shall be befinreen 1/4 inch and 5/8 inch below the top surface of the concrete. This section is suppfemented with the following new sub-section: 5-05.3(8)D Isolation Joints Premolded joint filler in accordance with Section 9-04.1(2) shali be placed as de#ailed in the Plans through the full depth of concrete pavement when drainage features are piaced within the concrete pavement. 5-05.3(10) Tie Bars and Dowel Bars This section including title is revised to read: 5-05.3(10) Tie Bars and Corrosion Resistant Dowel Bars Tie bars shatl be placed at all longitudinal contraction and construction joints, in accordance with the requirements shown in the Standard Plan. In�ddition, tie bars shall be installed when concrete Shoulders are placed as a separate operation or when widening existing pavement. Tie bars shall be placed at longitudinal construction joints between lanes in a manner that the individual bars are located at the required elevation and spaced as shown in the Standard Plan and in a manner that the vertical edge of the concrete is not deformed or otherwise damaged during placement of the bars. Placement tolerances for tie bars shall be within 1-inch of the middle of the concrete slab, witMin 1-inch of being centered over the joint and placed parallel or perpendicular to centerline within 1-inch of the vertical and horizontal plane. City of Federal Way RFB 10-103 Pacific Highway South Apri12010 HOV Lanes Phase IV Page 50 � � � � � � � LJ � � � STANDARD AMENDMENTS Corrosion resistant dowel bars will be required for the construction joint at the end of paving operations each day and they shall be placed in accordance with the Standard Plan. Corrosion resistant dowel bars shall be placed at all transverse contraction joints as shown in the Contract or in accordance with the Standard Plans. All dowel bars shall have a parting compound, such as curing compound, grease or other Engineer approved equal applied to them prior to placement. Any dowel bar delivered to the project that displays rust/oxidation, pinholes, questionable blemishes, or deviate from the round shall be rejected. The Contractor shall furnish a Manufacturer's Certificate of Compliance in accordance with Section 1-0.6.3, including mill test report, verifying conformance to the requirements of Section 9-07.5(2) as well as written certification identifying the patching material, when applicable, used at cut dowel bar ends. Only one type of corrosion resistant dowel bars will be allowed per contract; intermixing . of different corrosion resistant dowel bars types will not be allowed. Placement tolerances for dowel bars shall be within 1-inch of the middle of the concrete slab, within 1-inch of being centered over the transverse joint and parallel to centerline within �/�-inch of the vertical and the horizontal plane. Cutting of stiffeners within the dowel bar cage is not allowed. When fresh concrete pavement is to be placed against pre-project existing cement concrete paaement, tie bars shall be drilled and set into the existing pavement with, an epoxy bond�7ng agent in accordance with the Standard Plan and specified tolerances for placeme�t of tie bars. The epoxy-bonding agent shall be either Type I or IV epoxy resin as specified in Section 9-26. The Contractor may use any method for drilling the holes, provided the method selected does not damage the existing concrete. Any damage caused by the Contractor's operations shall be repair�d by the Contractor in accordance with Section 1-07.13. The tie bar holes shall be blown clean with compressed air before grouting. The bar shall be centered in�the hole for the full length of embedment before grouting. The grout shall then be pumped into the hole around the bar in a manner that the back of the hole will be filled first. Blocking or shimming shall not impede the flow of the grout into the hole. Dams, if needed, shall be placed at the front of the holes to confine the grout. The dams shall permit the escape of air without leaking grout and shall not be removed until grout has cured in the hole. � � � 5-05.3(11) Finishing . The first senten�e in the second paragraph is revised to read: Any edge slump of the pavement, exclusive of specified edging, in excess of �/a-inch shall be corrected before the concrete has hardened. 5-05.3(12) Su�rface Smoothness - In the fourth sentence of the seventh paragraph, the reference to °agetl is revised to "strength". City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 51 RFe �a�ai April 2010 STANDARD AAAENDMENTS The eighth paragraph is revised to read: Smoothness perpendicular to the centeriine wiii be measured with a 10-foot straight edge across all lanes with the same cross siope, including shoulders when composed of Cement Concrete Pavement. The overlapping 10-foot straight edge measurement shali be discontinued at a point six inches from the most extreme outside edge of the finished Cement Concrete Pavement.. The transverse siope of the finished pavement shall be uniform to a degree such that no variations greater than �/a-inch are present when tested with a 10-foot long straightedge laid in a direction perpendicular ta the centerline. Any areas that are in excess of this specified tolerance shall be corrected by abrasive means. 5-05.3(22) Repair of Defective Pavement Siabs The third paragraph is revised to read: Spalis and edge slumping. shall be repaired by making vertical saw cuts at least 3- inches• outside the affected area and to a minimum depth of 2-inches. Spall repairs that encounter dowel bars or are within 6 inches of a dowel bar will not be permitted. These spall areas shaA be repaired by replacing a haif or full panel as permitted by the Engineer. Removal of the existing pavement shall not damage any pavement to be left in place. If jackhammers are used for removing pavement, they shall not weigh more than 30-pounds, and chipping hammers shatl not weigh more than 15-pounds. All power driven hand tools used for the removal of pavement shall be operated at angles less. than 45-degrees as measured from the surface of the pavement to the tool. The patch limits shall extend beyond the spalled area a minimum of 3.0-inches. Repair areas shall be kept square or rectangular. Repair areas that are within 12.0-inches of another repair area shall be combined. The Contractor shall remove material within the perimeter of the saw cut to a depth of 2.0-inches, or to sound concrete as determined by the Engineer. The surface patch area shall be sand blasted and all loose material removed. All sandblasting residue shall be removed using dry oil-free air. When a partial depth repair is placed directly against an adjacent longitudinal joint a bond breaking material such as polyethylene film, roofing paper or other material as approved by the Engineer shall be placed between the existing concrete and the area to be patched. � Patches that abut working transverse joints or cracks require placement of a compressible insert. The new joint or crack shall be formed to the same width as the existing joint or crack: The compressible joint material shall be placed into the existing joint 1.0-inch below the depth of repair. The compressible insert shall extend at least 3.0-inches beyond each end of the patch boundaries. Patches that abut the lane/Shoulder joint require placement of a formed edge, along the slab edge, even with the surface. � � � � � The patching material shall be mixed, placed, consolidated, finished and cured according to manufacturer's recommendations. Slab/patch in#erfaces that will not City of Federal Way Pacif'�c Highway South HOV Lanes Phase IV RFB 10-103 � Apri12010 Pa9e 52 � � � STANDARD AMENDMENTS receive pavement grinding shall be sealed (painted) with a 1:1 cement-water grout along the patch perimeter. The Contractor shall reseal all joints in accordance with Section 5-05.3(8)B. Opening to traffic shall meet the requirements of Section 5-05.3(17). Low areas which grinding cannot feasibly remedy, shall be sandblasted, filled with epoxy bonded mortar, and textured by grinding. The epoxy bonding agent shall meet the requirements of Section 9-26.1(1)B for Type II epoxy. � 5-05.4 Measurement Number 2. under Cement concrete pavement is revised to read: 2. The length will be measured along the center of each Roadway or ramp. Epoxy coated dowel bar and the measurement statement is revised to read: Corrosion resistant dowel bar will be measured per each for the actual number of bars used in the completed Work. � Epoxy coated tie bar and the measurement statement is revised to read: Tie bar with drill hole will be m�easured per each for the actual number of bars used in the complefied Work. 5-05.5 Paym�nt The payment st�tement for Cement Conc. Pavement is revised to read: The unit Contract price per cubic yard for "Cement Conc. Pavement" shall be full compensation for a�l costs incurred to carry out the requirements of Section 5-05 except for those costs included in other items which are included in this sub-section. and which �re included in the ProposaL . The bid item "Epoxy Coated Dowel Bar" and the payment statement is revised to read: "Corrosion �Resistant Dowel Bar", per each, The unit Contract price per each for " Corrosion Resistant Dowel Bar� shall be full payment for furnishing, and installing corrosion resistant dowel bars and any costs for drilling holes, placing dowel bars with baskets, furnishing and installing parting compound and all other costs associated with completing the installation of corrosion resistant dowel bars. The bid item "Epoxy Coated Tie Bar" and the payment statement is revised to read: "Tie Bar with Drill Hole", per each. The unit Contract price per each, "Tie Bar with Drill Hole" shall be full payment for furnishing, and installing tie bars and any costs for drilling holes, and all other costs associated with installation of tie bars. � � Ciry of'Federal Way Pacific Highway South HOV l.anes Phase IV � Page 53 RFa �a�os April 2010 � STANDARD AMENDMENTS � The bid item "Cement Conc. Pavement - Inciuding Doweis° and the associated payment statement are deleted. SECTION 6-01, GENERAL REQUIREMENTS FOR STRUCTURES August 3, 2009 6-01.10 Utilities Supported by or Attached to Bridges The second sentence in the. third paragraph is revised to read: The purple tint of the transparent film shall match Federal Standard 595 Color No. 37100. SECTION 6-02, CONCRETE STRUCTURES August 3, 2009 6-02.2 Materials This section is supplemented with the foilowing: Pigmented Sealer Materials for Coating of Concrete Surtaces 6-02.3(2)A Contractor Mfx Design The third sentence in the fourth paragraph is revised to read: 9-08.2(1) The nominal maximum size aggregate for Ciass 4000P shall be 3/8-inch. The fourth sentence in the fourth paragraph is revised to read: The nominal maximum size aggregate for Class 4000D shail be 1-inch. 6 Commercial Concrete The second paragraph is revised to read: Where concrete Class 3000 is specified for items such as, culvert headwalls, plugging culverts, concrete pipe collars, pipe anchors, monument cases, light standard foundations, pedestals, cabinet bases, guardrail anchors, sign post foundations, fence post footings, sidewalks, curbs, and gutters, the Contractor may use commercial concrete. If commercial concrete is used for sidewalks, curbs, and gutters, it shall have a minimum cementitious material content of 564-pounds per cubic yard of concrete, shall be air entrained, and the tolerances of Section 6-02.3(5)C shall apply. Commercial concrete shall not be used for items such as, bridges, retaining walls, box culverts, or foundations for high mast luminaires, mast arm traffic signals, cantilever signs, and sign bridges. The Engineer may approve the use of commercial concrete for other applications not listed above. 6 Protection Against Vibration The second sentence in the second paragraph is revised to read: City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 54 RFB 10-103 April 2010 � �_� � � STANDARD AMENDMENTS These requirements for the protection of freshly piaced concrete against vibration shall not apply for plant cast concrete, nor shall they apply to the vibrations caused by the traveling public. The third sentence in the second paragraph is deleted. Item (2) under the third paragraph is revised to read: (2) Equipment Class L(Low �bration) shail include tracked do2ers under 85,000- pounds, track vehicles, trucks (unless excluded above), hand operated jack hammers, cranes, auger drill rig, caisson drilling, vibratory roller compactors under 30,000-pounds, and grab-hammers. Item (3) under the third paragraph is revised to read: (3) Equipment Class H(High Vibration) shall include pile drivers, vibratory hammers, machine operated impact tools, pavement breakers, and other large pieces of equipment. 6-02.3(10) Roadway Slabs and Bridge Approach Slabs This section's content is deleted. This section's #itle is revised to read: 6-02.3(10) Bridge Decks and Bridge Approach Slabs This section is swpplemented with the following new sub-sections: 6-02.3(10)A Preconstruction Meeting A pre-concreting conference shall be held 5 to 10-working days before placing concrete to discuss construction procedurss, personnel, and equipment to be used. Those attending shall include: 1. (r�presenting the Contractor) The superintendent and all foremen in charge of placing the concrete, finishing it; and 2. (representing the State) The Project Engineer, key inspection assistants, � and the State Construction Office. If the project includes more than 1 deck or slab, and if the Contractor's key personnel change bet!ween concreting operations, or at request of the Engineer, an additional conference'shall be held just before each deck or slab is placed. The Contractor shall not place bridge decks until the Engineer agrees that: 1. Concrete producing and placement rates will be high enough to meet placing and finishing deadlines, 2. Finishers with enough experience have been employed; 3. Adequate finishing tools and equipment are at the site, and City of Federal W8y Pacific Highway South HOV Lanes Phase IV RFB 10-10:i Apri12010 Pa9e 55 � ' STANDARD AMENDMENTS 4. Curing procedures consistent with the Specification requirements are employed. 6-02.3(10)B Screed R�ii Supports The Contractor shall place screed rails outside the finishing area. When screed rails cannot be placed ouiside the finishing area as determined by the Engineer, they shali rest on adjustable supports that can be removed with the least possible disturbance to the screeded concrete. The supports shall rest on structural members or on forms rigid enough to resist deflection. Supports shall be removable to at least 2-inches below the finished surface. For staged constructed bridge decks, the finishing machine screed rails shall not be supported on the completed portion of deck and shail deflect with th� portion of structure under construction. Screed rails (with their supports) shall be strong enough and stiff enough to permit the finishing machine to operate effectively on them. All screed rails shatl be placed and secured for the fuil length of the deck/slab before the concreting begins. If the Engineer approves in advance, the Contractor may move rails ahead onto previously set supports while concreting progresses. But such movable rails and their support.s shall not change the set elevation of the screed. On steel truss and girder spans, screed rails and bulkheads may be placed directly on transver°se steel floorbeams, with the strike-board moving at right ang{es to the centerline of the Roadway. 6-02.3(10)C Finishing Equipment � The finishing machine shall be seff-propelled and be capable of forward and reverse movement under positive control. The finishing machine shall be equipped with a rotating cylindrical single or double drum screed not exceeding 60-inches in length. . The finishing machine shall have the necessary adjustments to produce the required cross-section, line, and grade. Provisions shall be made for the raising and lowering of all screeds under positive control. The upper vertical limit of scresd travel shall permit the screed to clear the finished concrete surface. For bridge deck widening of 20-feet or less, and for bridge approach slabs, or where jobsite conditions do not allow the use of conventional configuration finishing machines described above, the Contractor may propose the use of a hand operated motorized power screed such as a`Texas" or "Bunyan" screed. This screed shall be capable of finishing the bridge deck and bridge approach slab to the same standards as the finishing machine. The Contractor shall not begin placing bridge deck or bridge approach slab -concrete until receiving the Engineer's approval of this screed and the placing procedures. On bridge decks the Contractor may use hand-operated strike-boards only when the Engineer approves for speciaf conditions where self propelled or motorized hand operated screeds cannot be employed. These boards shall be sturdy and able to strike off the full placement width without intermediate supports. Strike-boards, screed rails, and any specially made auxiliary equipment shall receive the Engineer's approval City of Federal Way Pacific Highway Soud� HOV Lanes Phase IV � � � � RFe ia�a; � npr�i ao�o Page 56 � � � � � STANDARD AMENDMENTS before use. All finishing requirements in these Specifications apply to hand-operated finishing equipment. 6-02.3(10)D Concrete Placement, Finishing, and Texturing Before any concrete is placed, the finishing machine shall be operated over the entire length of the deck/slab to check screed deflection. Concrete placement may begin only if the Engineer approves after this test. Immediately before placing concrete, the Contractor shall check (and adjust if necessary) all falsework and wedges to minimize settlement and deflection from the added mass of the concrete deck/slab. The Contractor shall also install devices, such as telltales, by which the Engineer can readily measure settlement and deflection. The Contractor shall schedule the concrete placement so that it can be completely fini�hed duri!ng daylight. After dark finishing is permitted if the Engineer approves and if the Contractor provides adequate lighting. � The placement operation shall cover the full width of the Roadway or the full width between construction joints. The Contractor shall locate any construction joint aver a beam or web that can support the deck/slab on either side of the joint. The joint shall not occur over a pier unless the Plans permit. Each joint shall be formed vertically and in true alignment. The Contractor shall not release falsework or wedges supporting pours on either side of a joint until each side has aged as these Specifications require. � Placement of concrete for bridge decks and bridge approach slabs shall comply with Section 6-02.3(6).The Engineer shall approve the placement method. In placing the eoncrete, the Contractor shalL• �� 1. Place it (without segregation) against concrete placed earlier, as near as possible to its final position, approximately to grade, and in shallow, closely spaced piles; 2. Consolidate it around reinforcing�steel by using vibrators before strike-off, by the finishing machine; 3. Not use vibrators to move concrete; 4. Not revibrate any concrete surface areas where workers have stopped prior to screeding; � 5. R�move any concrete splashed onto reinforcing steel in adjacent segments before concreting them; 6. Tamp and strike off the concrete with a template or strike board moving sldwly forward at an even speed; � � 7. Maintain a slight excess of concrete in front of the cutting edge across the entire width of the placement operation; City of Federal Way � RFB 10-103 Pac'rfic Highway South Apri12010 HOV Lanes Phase IV ' , Page 57 STANDARD AMENDMENTS 8. Make enough passes with the strike-board (without overfinishing and bringing excessive amounts of mortar to the surtace) to create a surface that is trua and ready for final finish; and 9. Leave a thin, even film of mortar on the concrete surface after the last pass of the strike-board. Workers shail complete all post screeding operations without walking on the concrete. This may require work bridges spanning the full width of the slab. After removing the screed supports, the Contractor shall fill the voids with concrete (not mortar). If necessary, as determined by the Engineer, the Contractor shaii float the surface ieft by the finishing machine to remove roughness, minor irregularities, and seat the surface of the concrete. Floating shall leave a smooth and even surface. Float finishing shall be kept to a minimum number of passes so air bubbles in the concrete are not released. The floats shall be at least 4-feet long. Each transverse pass of the float shall overlap the previous pass by at least half the length of the float. TMe first floating shall be at right angles to the strike-off. The second floating shall be at right angles to th� centerline of the span. A smooth riding surface shall be maintained across construction joints. J Expansion joints shall be finished with a 1 /2-inch radius edger. After floating, but while the concrete remains plastic, the Contractor shall test the entire decWslab for flatness (allowing for crown, camber, and vertical curvature). The testing shall be done with a 10-foot straightedge held on the surtace. The straightedge shall be advanced in successive positions parallel to the centerline, moving not more than 1/2 the length of the straightedge each time it advances. This procedure shall be repeated with the straightedge held p.erpendicular to the centerline. An acceptable surface shall be one free from deviations of more than 1 /8-inch under the 10-foot straightedge. If the test reveals depressions, the Contractor shall fill them with freshly mixed concrete, strike off, consolidate, and refinish #hem. High areas shall be cut down and refinished. Retesting and refinishing shall continue until an acceptable, deviation free surface is produced. The hardened concrete shall meet all smoothness requirements of these Specifications even though the tests require corrective Work. The Contractor shall texture the bridge deck and bridge approach stab by combing the final surface perpendicular to the centerline. Made of a single row of inetal tines, the comb shall leave striations in the fresh concrete approximately 3 /16-inch deep by 7 /8- inch wide and spaced approximately �/2-inch apart. The Engineer will decide actual depths at the site. (If the comb has not been approved, the Contractor shall obtain.the Engineer's approval by demonstrating it on a test section.) City of Federal Way Pacific Highway South NOV Lanes Phase IV Page 58 � � � � � , � � � RFB 10-103 � Apd12010 � � � � STANDARD AMENDMENTS The Contractor may operate the combs manually or mechanically, either singly or with several placed end to end. The timing and method used shall produce the required texture without displacing larger particles of aggregate. Texturing shali end 2-feet from curb lines. This 2-foot untextured strip shall be hand finished with a steei trowei. if the Plans cail for an overlay (to be constructed under the same Contract), such as . hot mix asphalt, latex modified concrete, epoxy concrete, or similar, the Contractor shall produce the final finish by dragging a strip of damp, seamless burlap lengthwise over the full width of the decWslab or by brooming it lightly. A burlap drag shall equal the decWslab in width. Approximately 3-feet of the drag shalF contact the surface, with the least possible bow in its leading edge. It shall be kept wet and free of hardened lumps of concrete. When it fails to produce the required finish, the Contractor shall replace it. When not in use, it shall be lifted clear of the slab. � After the deck/slab has cured, the surface shall not vary more than 1/8-inch under a 10- foot straightedge placed parallel and perpendicular to the centerline. The Contractor shall cut high spots down with a diamond faced, saw-type cutting machine. This machine shall cut through mortar and aggregate without breaking or dislodg�ng the aggregate or causing spalls. Low spots shall be built up utilizing a grout or concrete with a strength equal to or greater than the required 28-day strength of the deck/slab. The method of build-up shall be submitted to the Engineer for approvaL The surface texture an any area cut down or built up shall match closely that of the surrounding bridge deck or bridge approach slab area. The entire bridge deck and bridge approach slab shalf provide a smooth riding surface. 6-02.3(10)E Sidewalk Concrete for sidewalk shall be well compacted, struck off with a strike-board, and floated with a wooden float to achieve a surface that does not vary more than %-inch under a 10-foot straightedge. An edging tool shall be used to finish all sidewalk edges and expansion joints. The final surface shall have a granular texture that will not tum slick when wet. 6-02.3(10)F Bridge Approach Slab Orientation and Anchors Bridge approach slabs shall be constructed full bridge deck width from outside usable Shoulder to outside usable Shoulder at an elevation to match the Structure. The bridge approach slabs shall be modified as shown in the Plans to accommodate the grate inlets at the bridge ends if the grate inlets are required. Bridge approach slab anchors shall be installed as detailed in the Ptans and the anchor rods, couplers, and nuts shall conform to Section 9-06.5(1). The steel plates shall conform to ASTM A 36. All metal parts shall receive 1 coat of paint conforming to Section 9-08.1(2)F. The pipe shall be any non-perfora#ed PE or PVC pipe of the diameter specified in the Plans. Polystyrene shall conform to Section 9-04.6. The anchors shall be installed parallel both to profile grade and center line of Roadway. The Contractor shall secure the anchors to ensure that they will not be misaligned � � City of Federal Way Pac�c Highway South HOV Lanes Phase IV Pa9e 59 R� �ayoa April 2010 STANDARD AMENDMENTS during concrete placement. For Method B anchors installations, the epoxy bonding agent used to install t#ie anchors shaii be Type IV conforming to Section 9-26.1. The compression seal shall be as noted in the Contract documents. Dowel bars shall be installed in the bridge approach slabs in accordance with the requirements of the Standard Plans and Section 5-05.3(10). After curing bridge approach slabs in accordance with Section 6-02.3(11), the bridge approach slabs may be opened to traffic when a minimum compressive strength of 2,500 psi is achieved. 6-02.3(12) Construction Joints The content of this section is deleted. This section is supplemented with the following sub-sections: 6-02.3(12)A Construction Joints in New Construction If the Engineer approves, the Contractor may add, delete, or relocate construction joints shown in the Plans. Any request for such changes shall be in writing, accompanied by a drawing that depicts them. The Contractor will bear any added casts that result from such changea All construction joints shall be formed neatly with grade strips or other approved methods. The Contracting Agency will not accept irregular or wavy pour lines. All joints shall be horizontal, vertical, or perpendicular to the main reinforcement. The Contractor shall not use an edger on any construction jornt, and shall remove any lip or edging before making the adjacent pour. If the Plans require a roughened surface on the joint, the Contractor shall strike it off to leave grooves at right angles to the length of the member. The grooves shall be 1/2- inch to 1-inch wide, 1/4-inch to 1/2-inch deep, and spaced equally at twice the width of the groove. If the first strike-off does not produce the required roughness, the Contractor shall repeat the process before the cancrete reaches initial set. The final surface shall be elean and without laitance or loose material. If the Plans do not require a roughened surface, the Contractor shall include shear keys at all construction joints. These keys shall provide a positive, mechanical bond. Shear keys shall be formed depressions and the forms shall not be removed until the concrete has been in place at least 12 hours. Forms shall be slightly beveled to ensure ready removal. Raised shear keys are not allowed. Shear keys for the tops of beams, at tops and bottoms of boxed girder webs, in diaphragms, and in crossbeams shall: 1. Be formed with 2- by 8-inch wood blocks, 2. Measure 8-inches lengthwise along the beam or girder stem; 3. Measure 4-inches less than the width of the stem, beam, (measured transverse of the stem); and 4. Be spaced at 16-inches center to center. c�y or Federai way Pacific Highway South HOV Lanes Phase IV crossbeam, etc. R� �aios April 2010 Page 60 � STANDARD AMENDMENTS � Unless the Plans show otherwise, in other locations (not named above), shear keys shall equal approximately one third of the joint area and shall be approximate{y 1-1/2- inches deep. � Before piacing fresh concrete against cured concrete, the Contractor shall thoroughly clean and saturate the cured surface. All loose particles, dust, dirt, laitance, oil, or film of any sort shall be removed by method(s) as approved by the Engineer. The cleaned surface shall be saturated with water for a minimum of four hours before the fresh concrete is placed. �J Before placing the reinforcing mat for footings on seals, the Contractor shall: (1) remove all scum, laitance, and loose gravel and sediment; (2) clean the construction joint at the top of the seals; and (3) chip off any high spots on the seals that would prevent the footing steel from being placed in the position required by the Plans. 6 Construction Joints between Existing and New Construction If the •Plans or Special Provisions require a roughened surface on the joint, the Contractor shall thoroughly roughen the existing surface to a uniformly distributed 1/4- inch minimum amplitude surface profile, with peaks spaced at a maximum of 1-inch, by method(s) as approved by the Engineer. � If the Plans or Special Provisions do not require a roughened surface on_the joint, the Contractor shall remove all loose particles, dust, dirt, laitance, oil, or film of any sort by method(s) as approved by the Engineer. Before placing fresh concrete against existing concrete, the Contractor shall thoroughly clean and saturate the existing surface. All loose particles, dust, dirt, laitance, oil or film of any sort shalt be removed by method(s) as approved by the Engineer. The cleaned surface shall be saturated with water for a minimum of four hours before the fresh concrete is placed. 6-02.3(14) Finishing Concrete Surfaces The following new sub-section is inserted after Section 6-02.3(14)B: � � � � � 6-02.3(14)C Pigmented Sealer for Concrete Surfaces All surfaces specified in the Plans to receive pigmented sealer shall receive a Class 2 surface finish, (except that concrete barrier surfaces shall be finished in accordance with Section 6-02.3(11)A) and shall receive a light brush sandblasting in order that complete neutralization of the surface and subsequent penetration of the pigmented sealer is achieved. All curing agents and form release agents shall be removed. The surface shall be dry, clean and prepared in accordance with the manufacturer's written instructions. The Contractor shall submit four copies of the manufacturer's written instructions. The Contractor shall not apply pigmented sealer from a batch greater than twelve months past the initial date of color sample approval of that batch by the Engit�eer. The pigmented sealer color or colors for specific concrete surfaces shall be as specified in the Special Provisions. City of Federal Way Pacffic Highway South HOV Lanes Phase IV Pa9e 61 a�a �o-ia3 Apri12010 STANDARD AMENDMENTS The pigmented sealer shail be spray applied in accordance with the manufacturer's written instructions for appiication, air temperature required for sealer application and curing, qualification of applicator, rate of application, and number of coats to appiy. Pigmented sealer shall not be applied until the concrete has cured for at least 28 days. Pigmented sealer shall not be applied upon damp surfaces, nor shall it be applied when the air is misty, or otherwise unsatisfactory for the work, in the opinion of the manufacturer or the Engineer. The final appearance shall have an even and uniform color acceptable to the Engineer. For concrete surtaces such as columns, retaining walls, pier walls, abutments, concrete fascia panels, and noise barrier walt panels, the pigmented sealer shall extend to one foot below the finish ground line, unless otherwise shown in the Plans. 6 Removal of Falsework and Forms The fifth paragraph, beginning with "The Contractor may remove side forms, traffic barrier form, and pedestrian barrier forms" etc, is deleted. 6-02.3(17)O Early Concrete Test Cylinder Breaks The third paragraph is revised to read: The cylinders shaFl be cured in accordance with WSDOT FOP for AASHTO T 23. 6 Grout for Anchor Bolts and Bridge Bearings This section's title is revised to read: 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings 6-02.3(24)B Protection of Materials Under the fourth paragraph, item 1. is revised to read: � 1. By cleaning and applying a coat of paint conforming to Section 9-08.1(2)B over all exposed surfaces of steel, or ' Under the fourth paragraph, item 2. is revised to read: 2. By cleaning and painting paint conforming to Section 9-08.1(2)B on the first 6- inches of the steel bars protruding from the concrete and covering the bars with polyethylene sleeves. 6-02.3(24)E Welding Reinforcing Steel The reference to "ASTM A 615" in the first sentence of the seventh paragraph is deleted. 6-02.3(25) Prestressed Concrete Girders In the fourth paragraph, the second sentence in Prestressed Concrete Wide Flange I Girder is revised to read: WSDOT standard girders in this category include Series WF42G, WF50G, WF58G, W F66G, W F74G, W F83G, W F95G and W F100G. City of Federal Way Paciflc Highway South HOV Lanes Phase IV Pa9e 62 RFa �o-�os � Apri12010 �� � � .� � STANDARD AMENDMENTS In the fourth paragraph, the seventh sentence in Spliced Prestressed Concrete Girder is revised to read: WSDOT standard girders in this category include Series WF66PTG, WF74PTG, WF83PTG, WF95PTG and WF100PTG. 6-02.3(25)B Casting The reference to Section 9 in the second sentence of the third paragraph is deleted. 6-02.3(25)C _Prestressing The fifth paragraph is revised to read: From manufacture to encasement in concrete, prestressing strand shall be protected against dirt, oil, grease, damage, and all corrosives. Strand shall be stored in a dry covered area and shall be kept in the manufacturer's original packaging until placement in the forms. If prestressing strand has been damaged or pitted, it wi11 be rejected. Prestressing strand with rust shall be spot cleaned with a non-metallic pad to inspect for any sign of pitting or section loss. 6-02.3(25)G Pro#ection of Exposed Reinforcement The first sentence in the first paragraph is revised to read: When a girder is removed from its casting bed, all bars and strands projecting from. the girder shall be cleaned and painted with a minimum dry film thickness of 1-mil of paint conforming to Section 9-08.1(2)B. � 6-02.3(25)J Horizontal Alignment The first paragraph is revised to read: The Contractor shall check and record the horizontal alignment of the top and bottom flanges of each girder at the following times: 1., Initial - upon removal of the girder from the casting bed; 2. Final - within 2-weeks, but not less than 3-days prior to shipment; and 3. Storage - between 115 to 125-days after casting, if the girder remains in storage for a period exceeding 120-days. � � � � Each check shall be made by measuring the distance between each flange and a chord that extends the full length of the girder. The Contractor shall perform and record each check at a time when the alignment of the girder is not influenced by temporary differences in surface temperature. Records for the Initial check shall be included in the Contractor's Prestressed Concrete Certificate of Compliance. Records for the Final and Storage checks shall be provided to the Engineer for approval. The first sentence in the fifth paragraph is deleted. City of Federal Way Pacif'ic Highway South HOV Lanes Phase IV Pa�e 63 R�e �a�os April 2010 STANDARD AMENDMENTS 6-02.3(25)K Girder Deflection The first paragraph is revised to read: The Contractor shali check and record the vertical defiection (camber) of each girder at the foliowing times: , 1. Initial - upon removal of the girder from the casting bed; and 2. Storage - within 2-weeks, but not less than 3-days prior to shipment, if the girder remains in storage for a period exceeding 120-days. The Contractor shall perform and record each check at a time when the alignment of the girder is not influenced by temporary differences in surface temperature. These records shall be available for the Engineer's inspection, and in the case of girders older than 120-days, shall be transmitted to the �Engineer as soon as practical for evaluation of the effect of long-term storage on the "D" dimension. Records for the Initial check shall be included in the Contractor's Prestressed Concrete Certificate of Compliance. Records for the Storage check shall be provided to the Engineer for approval. 6-02.3(25)L Handling and Storage The fifth sentence in the third paragraph is deleted. 6-02.3(25)N Prestressed Concrete Girder Erection The fourth paragraph is revised to read: When prestressed girders arrive on the project, the Project Engineer wili confirm that they are stamped "Approved for ShipmenY', that the final horizontal alignment and deflection (camber) check records have been approved, and that they have not been damaged in shipment, before accepting them. 6-02.3(26)E Ducts The first �ix paragraphs under the heading Ducts for Internal Embedded Installation are revised to read: Ducts, including their splices, shall be semi-rigid, air and mortar tight, corrugated plastic ducts of virgin polyethylene or polypropylene materials, free of water soluble chlorides or other chemicals reactive with concrete or post-tensioning reinforcement. Ducts, including their splices, shall either have a white coating on the outside or shall be of a white material with ultraviolet stabilizers added. Ducts, including their splices, shall be capable of withstanding concrete pressures without deforming or permitting the intrusion of cement paste during placement of concrete. All fasteners shall be appropriate for use with plastic ducts, and all clamps shall be of an approved plastic materiaL Polyethylene ducts shall conform to ASTM D 3350 with a cell classification of 345464A. Polypropylene ducts shall conform to ASTM D 4101 with a cell classification of either PP0340B14541 or PP0340B67884. Resins used for duct fabrication shall have a minimum oxidation induction time of 20 minutes, in accordance with ASTM D 3895, based on tests performed by the duct fabricator on samples taken from the lot of City of Federal Way Pacific Highway South HOV Lanes Phase IV � �� � � � � � L_� � � � RFS �a�os � Apti12010 Page 64 � � � � STANDARD AMENDMENTS finished product. The duct thickness shall be as specified in Section 10.8.3 of the AASHTO LRFD Bridge Construction Specifications, latest edition and current interims. Each duct shall maintain the required profile within a placement tolerance of plus or minus '/ for longitudinal tendons and plus or minus '/ for tra�sverse slab tendons during all phases of the work. The minimum acceptable radius of curvature shall be as recommended by the duct manufacturer and as supported by documented industry standard testing. The ducts shall be completely sealed to keep out all mortar. Each duct shall be located to place the tendon at the center of gravity alignment shown in the Plans. To keep friction losses to a minimum, the Contractor shall install ducts to the exact lines and grades shown in the Plans. Once in place, the ducts shaN be tied firmly in position before they are covered with concrete. During concrete placement, the Contractor shall not displace or damage the ducts. The ends of the ducts shall: 1. Permit free movement of anchorage devices, and 2. Remain covered after installation in the forms to keep out all water or debris. � �� Immediately after any concrete placement, the Contractor shall. force blasts of oil-free, compressed air through the ducts to break up and remove any mortar inside be�ore it hardens. Before deck concrete is placed, the Contractor shall satisfy the Engineer that d�cts are unobstructed and contain nothing that could interfere with tendon instatlation� tensioning, or grouting. If the tendons are in place, the Contractor shall show that they are free in the duct. Ducts shall be capped and sealed at all times until the completion of grouting to prevent the intrusion of water. The last paragraph under the heading Ducts for Internal Embedded Installation is revised to read: � � When the duct must be curved in a tight radius, more flexible duct may be used, subject to the Engineer's approvaL The first paragraph under the heading Ducts for External Exposed installation is revised to read: 0 Duct shall be high-density polyethylene (HDPE) conforming to ASTM D 3350. The cell classification for each property listed in Table 1 shall be as follows: This section is supplemented with the following: � � � Vents, Grout Injection Ports, Drains and Caps The Contractor shall install vents at high points and drains at low points of the tendon profite (and at other places if the Plans require). Vents at high points shall consist of a set of three vents - one to be installed at the high point of the duct, and flanking vents to be installed on either side of the high point vent at locations where the duct profile is City of Federal Way Pacific Highway South , HOV Lanes Phase IV Page C)5 R� �a�oa Apri12010 STANDARD AMENDMENTS 8 to 12 inches below the elevation of the high point, vent. Vents shall include grout injection ports. Vents and drains shail have a minimum inside diameter of 3/4 inches, and shall be of either stainless steel, nylon, or polyolefin materials, free of water soluble chlorides or other chemicals reactive with concrete or post-tensioning reinforcement. Stainless steel vents and drains shail conform to ASTM A 240 Type 316. Nylon vents and drains shali cor�form to cell classification S-PA0141 (weather resistant). Polyolefin vents and drains shall contain an antioxidant with a minimum oxidation induction time of 20 minutes in accordance with ASTM D 3895. Polyolefin vents and drains shall also have a stress crack resistance of three hours minimum when tested at an applied stress of 350 psi in accordance with ASTM F 2136. � All fasteners shall be appropriate for use with plastic ducts, and all clamps shall be of an approved plastic material. Taping of connections is not allowed. Valves shall be positive mechanical shut-off valves. Valves, and associated caps, shall have a minimum pressure rating of 100 psi. Vents shalr point upward and remain closed until grouting begins. Drains shall point downward and remain open until grouting begins. Ends of staintess steel vents and drains shall be removed 1-inch inside the concrete surface after grouting has been completed. Ends of nylon or polyolefin vents and drains may be left flush to the surtace unless otherwise specified by the Engineer. Vents, except for grout injection, are not required for transverse post-tensioning ducts in the roadway slab unless specified in the Plans. Caps shall be made of either stainless steel or fiber reinforced polymer (FRP). Stainless steel caps shalf conform to ASTM A 240 Type 316L. The resin for FRP caps shall be either nylon, polyester, or acrylonitrite butadiene styrene (ABS). Nylon shall conform to cell classification S-PA0141 (weather resistant). Caps shall be sealed with "O" ring seals or precision fitted flat gaskets placed against the bearing plate. Caps shall be fastened to the anchorage with stainless steel bolts conforming to ASTM A 240 Type 316L. Leak Tightness Testing The Contractor shall test each completed duct assembly for leak tightness, prior to casting concrete and placing post-tensioning reinforcement. The Contractor shall submit the equipment used to conduct the leak tightness testing and to monitor and record the pressure maintained in and lost from the closed assembly, and the process to be followed in conducting the leak tightness testing, to the Engineer for approval along with the post-tensioning system shop drawings in accordance with Section 6- 02.3(26)A. " Prior to testing, all vents, grout injection ports, 'and drains shall either be c�pped or have their shut-off valves closed. The Contractor shall pressurize the completed duct assembly to an initial air pressure of 50 psi. This pressure shall be held for five minutes to allow for internal adjustments within the assembly. After five minutes, the air supply valve shall be closed. The Contractor shall monitor and measure the pressure maintained within the closed assernbly, and any subsequent loss of pressure, over a City of Federal Way Pacific Highway South HOV Lanes Phase IV Pgae 66 RFB 10-103 � Apri12010 � � l� �, � STANDARD AMENDMENTS period of one minute foilowing the closure of the air supply vaive. Locations of leakage shali be identified, repaired or reconstructed, and the repaired reassembled duct system retested. The cycle of testing, repair and retesting of each compieted duct assembly shail continue until the completed duct assembiy compietes a test with pressure loss �nrithin the spec'rfied amount. The maximum pressure loss for duct assemblies equal to or less than 150 feet in length shall be 25 psig. The maximum pressure loss for duct assemblies greater than 150 feet in length shall be 15 psig. 6-02.3(26)F Prestressing Reinforcement The fourth paragraph is revised to read: From manufacture to encasement in concrete or grout, prestressing strand shall be protected against dirt, oil, grease, damage, and all corrosives. Strand shall be stored in a dry covered area and shall be kept in the manufacturer's original packaging. If prestressing strand has been damaged or pitted, it will be rejected. Prestressing strand with rust shall be spot cleaned with a hon-metallic pad to inspect for any sign of pitting or section loss. If the prestressing reinforcement will not be stressed and grouted for more that seven calendar days after it is placed in the ducts, the Contractor shall place an approved corrosion inhibitor conforming to Federal Specification MIL-P- 3420E-87 in the ducts. .� ` � r-. 6-02.3(26)H� Grouting The following is inserted in front of the first paragraph of this section: Grout for post-tensioning reinforcement shall be a Class C pre-packaged, pumpable, non•segregating, non-shrink, high-strength grout conforming to the requirements specified in Section 10.9.3 of�the AASHTO LRFD Bridge Construction Specifications, latest edition and current interims. Pre-packaged components o# the grout mix shall be used within six months or less from date of manufacture to date of usage. Grout for post-tensioning reinforcement will be accepted based on manufacturer's cert'rficate of compliance in accordance with Section 1-Q6.3, except that the water-cementitious material ratio of 0.45 maximum shall be field verified. All grout produced for any single structure shall be furnished by one supplier. All grouting operations shall be conducted by ASBI certified grout technicians. The Contractor shall submit a grouting operation plan to the Engineer for approval in accordance with Section 6-01.9. The grouting operation plan shall include, but not be limited to, the following: �� � Names of the grout technicians, accompanied by documentation of their ASBI certification. 2. Type, quantity and brand of materials used in the grouting operations, including all manufacturer's certificates of compliance. � � 3. Type of equipment to be used, including meters and measuring devices used to positively measure the quantity of materials used to mix the post-tensioning City of Federal Way RFB 10-103 Pacific Highway South April 2010 HOV Lanes Phase IV � Page 67 STANDARD AMENDMENTS grout, the equipment capacity in relation to demand and working conditions, and all back-up equipment and spare parts. 4. Generai grouting procedurE. 5. Duct leak tightness testing and repair procedures as specified in Sectiort 6- 02.3(26)E. 6. Methods used to control the rate of grout flow within the ducts. 7. Theoretical grout volume calculations, and target flow rates recommended by the grout manufacturer as a function of the mixer equipment and the expected � range of ambient temperatures. 8. Grout mixing and pumping procedures. 9. Direction of grouting. 10. Sequence of use of the grout injection ports, ven� and drains. 11. Procedures for handling blockages. .� 12. Procedures for post-grouting repairs. � � � � � � � � The Contractor shall not begin grouting operations until receiving the Engineer's approva{ of the grouting operation plan. Post-tensioning grout shall be mixed in accordance with the pre-packaged grout manufacturer's recommendations using high-shear colloidal mixers. Mechanical paddle mixers will not be allowed. The grout produced for filling post-tensioning ducts shall be free of lumps and undispersed cement. All equipment used to mix each batch of post-tensioning grout shall be equipped with appropriate meters and measuring devices to positively measure all quantities of all materials used to produce the mixed grout. The field test for water-cementitious materials ratio shall be performed prior to beginning the grout injection process. Grouting 'shall not begin until the material properties of each batch of grout have been confirmed as acceptable. The fourth paragraph is deleted. The fifth paragraph is deleted. The sixth paragraph is deleted 6-02.5 Payment The paragraph following bid item "Commercial Concrete" is supplemented with the following: All costs in connection with furnishing and applying pigmented sealer to concrete surfaces as specified shall be included in the unit contract price per cubic yard for City of Federal Way Pac'rfic Highway South HOV Lanes Phase IV ' Page 68 � � � RFB �a�os � April 2010 � r� � .� � STANDARD AMENDMENTS "Conc. Ciass ". If the concrete is to be paid for other than by ciass of concrete then the costs shall be included in the applicable adjacent item of work. SECTION 6-03, STEEL STRUCTURES , April 6, 2009 6-03.3(33) Bolted Connections The second paragraph is revised to read: All bolted connections are slip critical. Painted structures require either Type 1 or Type 3 bolts. Unpainted structures require Type 3 bolts. AASHTO M 253 bolts shall not be galvanized or be used in contact with galvanized metaL 6-03.3(33)A Pre-Erection Testing The first sentence in the first paragraph is revised to read: High strength bolt assemblies (bolt, nut, and washer), black and galvanized, shall be subjected to a field rotational capacity test, as outlined below, prior to any erection activity. 6-03.3(38) Placing Superstructure � This section is revised to read: The concrete in piers and crossbeams shall reach at least 80-percent of design strength before girders are placed on them. 6-03.4 Measurement The second paragraph is revised to read: Cast or forged metal (kind) shown in the Plans will be measured by the pound or will be paid for on a lump sum basis, whichever is shown on the Proposal. SECTION 6-05, PILING December 1, 2008 6-05.3(11)A Tolerances The first sentence is revised to read: For elevated pier caps, the tops of piles at cut-off elevation shall be within 2-inches of the horizontal locations indicated in the Contract. � � SECTION 6-07, PAINTING August 3 ,2009 , Section 6-07 is deleted in its entirety and replaced with the following: City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 69 aFB �a�a; April 2010 0 STANDARD AMENDMENTS 6-07.1 Description This work consists of containment, surface preparation, shielding adjacent areas from unwanted surface prepara#ion, testing and disposing of surface preparation debris, furnishing and applying paint, shielding adjacent areas from unwanted paint, and cleaning up after painting is completed. The work shall comply with all requirements of the Plans, these Specifications, and the Engineer. Terminology used herein is in accordance with the definitions used in Volume 2, Systems and Specifications of the SSPC Steel Structures Painting ManuaL 6-07.2 Materials Materials shall meet the requirements of the following sections: Paint Powder Coating Materials for Coating Galvanized Surfaces Abrasive Blast Media � Lead Abatement Additive Bird Guano Treatment � Fungicide Treatment Water Filter Fabric Single Component Urethane Sealant Foam Backer Rod 6-07.3 Construction Requirements 6-07.3(1) Work Force Qualifications 9-08.1 9-082 9-08.4(1) 9-08.4(2) 9-08.5(1) 9-08.5(2) 9-08.5(3) 9-08.6 9-08.7 9-08.8 6-07.3(1)A Work Force Qualifications for Shop Application of Paint Facilities for shop application of paint shall either be selected from one of the facili#ies listed in the WSDOT Qualified Products List as an approved coating facility for new steel structures, or shall be approved through the WSDOT Request for Approval of Material process. � � � � � � • �. � � -� � � 6-07.3(1)B Work Force Quslifications for Field Application of Paint The Contractor preparing the surface and applying the paint shall be certified under SSPC-QP 1. The Contractor removing and otherwise disturbing existing paint containing lead and other hazardous materials shall be certified under SSPC-QP 2 Category A. In lieu of the above SSPC certifications, the Contractor performing the specified work may complete one of the following actions: 1. The Contractor may substitute documentation of successful completion of two bridge painting projects in the past ten years involving complete paint removal, including paint containing lead and other hazardous materials, with reapplication of a three component moisture-cured polyurethane paint City of Federal Way Pacific Highway South HOV Lanes Phase IV � � � � � R� �a�os � Apri12010 Page 70 � � � � � STANDARD AMENDMENTS system. The documentation shall include the name and size of the project, the dates of the work, the owner, and name and contact information for an owner's contact person. 2. The Contractor's quality controi inspector(s) for the project shalt be NACE certified CIP Level 3. 6 Submittals The Contractor shafl submit a painting plan to the Engineer for approval in accordance with Section 1-05.3. For shop application of paint, the painting plan shall inc{ude the documents listed in Section 6-07.3(2)B and Section 6-07.3(2)E item 2, the product data sheet for the primer coat with coefficient of friction certification, and paint samples in accordance with Section 6-07.3(7). For field application of paint, the painting plan shall include the documents listed in Section 6-07.3(2)A through Section 6-07,3(2)F. 6-07.3(2)A Work Force Qualifications Submittal Component The work force qualifications submittal component of the painting plan shall include the following: 1. Documentation of the Contracto�'s workforce qualifications as specified in Section 6-07.3(1). 2. Resume of qualifications and contact information for the Contractor's on-site supervisors. An on-site supervisor shall be present for each work shift at the. bridge site, and each on-site supervisor shall have three years minimum of industrial, painting field experience with one year minimum of field supervisory or management experience in paint removal projects. 6 Contractor's Quality Control Program Submittal Component The Contractor's quality control program submittal component of the painting plan shall include the following: 1. Description of the inspection procedures and techniques,.and the acceptance criteria for all phases of work. � �� � 2. Procedure for implementation of corrective action. 3. The paint system manufacturer's recommended methods of preventing . defects. 4. The Contractor's frequency of quality control inspection. 5. Description of the equipment used for inspection of prepared surfaces and inspection of paint. . City of Federal Way Pacif"�c Highway South HOV Lanes Phase IV Page 71 RFS �aios April �10 STANDARD AMENDMENT� 6. Example completed form(s) of the daily quality controi report used to ' document the inspection work and tests performed by the Contractor's quality control personnel. 6-07.3(2)C Paint Syst�m Manufacturer and Paint System Information Submittal Component The paint system manufacturer and paint system information submittai component of the painting plan shall include the following: 1. Product data sheets and information on the paint materials, paint preparation, and paint application, as specified by the paint manufacturer, including: a. Samples and documents specified in Section 6-07.3(7) for each paint and thinner. b. All apprcation instructions including the mixing and thinning directions. c. Recommended spray noules and pressures. d. Minimum and maximum drying time between coats. e. Restrictions on temperature and humidity. f. Repair procedures as specified in Section 6-07.3(10)P. g. Maximum dry film thickness for each coat. 2. Identification of, and contact information for, the paint system manufacturer's technical representative. • 3. For painting of new steel, the friction coefficient of� the faying surface, including test results and the paint manufacturer's Certificate of Compliance in support of the friction coefficient. 6-07.3(2)D Hazardous Waste Containment, Collection, Testing and Disposal Submittal Component The hazardous waste containment, collection, testing and disposal submittal component of the painting plan shall include the following: 1. Filter fabric attachment and support in accordance with Section 6-07.3(10)A. 2. Abrasive blasting containment system attachment and support in accordance with Section 6-07.3(10)A. , 3. Details of job site material storage facilities and containment waste storage facilities, including location, security, and environmental control. City of Federal Way RFB 10-103 Pacific Highway South AprU 2010 HOV Lanes Phase IV • " ' Page 72 � ' STANDARD AMENDMENTS 4. Methods and materials used to contain, collect, and dispose of all containment waste and ail construction related waste including transportation of waste. 5. Details of the containment waste sampling plan conforming to Chapter 173- 303 WAC for waste designated as dangerous waste or extremely hazardous waste. � 6. The name of, and contact information for, the accredited analytical laboratory performing the testing of the containment waste samples in accordance with Section 6-07.3(10)F. 7. Process for tracking the disposaf of hazardous waste, including a sample form of the tracking documentation. � 6-07.3(2)E Cleaning and Surface Preparation Equipment Submittal � Component The cleaning and surface preparation equipment submittal component of the painting plan shall include the following: 1. Details of the water jetting operation, including: a. Water source. b. ' A list and description of the water jetting equipment, including maximum - water discharge rates and pressure. a Methods and materials used to protect vehicular and pedestrian traffic from wash water when conducting overhead water jetting operations. 2. Details of the abrasive blast cleaning operation, including: a. Description of the abrasive blast cleaning procedure. b. Type, manufacturer, and brand, of abrasive blast material and all associated additives, including Materials Safety Data Sheets (MSDS). c. Description of the abrasive blast cleaning equipment to be used. 6-07.3(2)F Paint Application Equipment and Operations Submittal Component The paint application equipment and operations submittal component of the painting ptan shall include the following: � � 1. Description of the equipment used for paint application operations. 2. Details of job site material storage facilities, including location, security, and environmental controL , � Ciry of Federal Way RFB 10-103 Pacific Higharay South April 2010 HOV Lanes Phase IV Page 73 STANDARD AMENDMENTS 3. Description of the supports and platforms used to support equipment, materials, and workers, including scaffoids, platforms, accordion lifts, and barges, and the methods used to attach, moor and anchor these supports and platForms. 4. Drip tarps in accordance with Section 6-07.3(10)O. 5. Methods and materials used to protect surrounding structures, equipment, and property from exposure to, and damage from, painting operations. 6. Detaits of paint application operations for areas of limited and restricted access. 7. Description of the method for the rerrroval of any accidental spills or drips on traffic that occur during the normal painting operations, and provisions for providing a vehicle cleaning station. 6-07.3(2)G Painting Plan Meeting At the option of the Contracting Agency, a painting plan meeting may be scheduled following review of the Contractor's initial submittal of the plan. The Contractor shall be represented by the superintendent, on-site supervisors and quantity control inspectors. 6-07.3(3) Quality Control and Quality Assurance 6-07.3(3)A Quality Control and Quality Assurance for Shop Application of Paint For shop application of paint, quality control procedures shall be as approved by the Engineer. 6-07.3(3)B Quality Control and Quality Assurance for Field Application of Paint For field application of paint, the Contractor shall conduct quality control inspections as required by SSPC-PA 1, using the personnel and the processes outlined in the painting plan as approved by the Engineer. The Contractor shall maintain current copies of SSPC Painting Manual Volumes 1 and 2 at the project site at all times. The Contractor's quality control operations shall include monitoring and documenting the following: 1. Equipment, personnel, and materials used. 2. Environmental conditions (ambient air temperature and humidity, steel surfaae ' temperature, dew point, wind direction and velocity). 3. 4. Steel surface condition,.profile, and preparation. Paint application and film thickness. A copy of the Contractor's daity quality control report, signed and dated by the Contractor's quality control inspector, accompanied by copies of the test results of City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 74 �tFB io-�ai � April 2010 � � � STANDARD AMENDMENTS quality controi tests pertormed on the work covered by the daily quality control report, shail be submitted to the Engineer before the end of the next day's work shift. The Contractor shall provide the Engineer time and access to perform quality assurance testing. Each painting operation phase shall be considered a hold point, from which the Contractor shall not proceed with continuing work until receiving the Engineer's approvaL The Engineer may perform quality assurance testing at each of the following phases of painting operations: � 1. After SSPGSP 1 cleaning. 2. After water jetting. 3. After abrasive btast cleaning, hand and power tool surface cleaning, and compressed air surface cleaning. 4. After applying each coat when dry. 5. During final inspection of all work at the end of the project. Quality assurance testing may include the following tests: . 1. Environmental conditions for painting in accordance with ASTM D 337. 2. Cleanness of abrasive blasting media and ionic contamination of abrasive blasting media in accordance with ASTM D 4940. 3. Cleanness of compressed air in accordance with ASTM D 4285. 4. Pictorial of surface preparation standards in accordance with SSPC-VIS 1, 3, 4 and 5. 5. Surface profile by Keanne-Tator comparator in accordance with ASTM D 4417. 6. Surface profile by replica tape in accordance with ASTM D 4417. 7. Wet film thickness in accordance with ASTM D 4414. 8. Dry film thickness by magnetic gauge in accordance with SSPC-PA 2 modified. 9. Dry film thickness by Tooke gauge in accordance with ASTM D 4138. � � � The Contractor shall repair all damage to paint resulting from Contracting Agency quality assurance inspections at no additional cost or time to the Contracting Agency. c�ri of Federai way R� �o-�os Pacific Highway South April 2010 HOV Lanes Phase IV Pa,ge 75 STANDARD AMENDMENTS 6-07.3(4) Paint System Manufacturer's Technical Representative The paint system manufacturer's technical representative shali be present at the jab site for the pre-painting conference and for the first day of paint application, and sh�ll be available for consultation for the full project duration. 6 Pre Conference • A pre-painting conference shali be held five to ten working days before beginning painting operations to discuss the painting plan, construction operations, personnel, and equipment to be used. Those attending shall include: (representing the Contractar) The superintendent, on-site supervisors, and all crew members in charge of cleaning and preparing the surfaces, containing, collecting and disposing of all removed materials, applying the paint, and performing all quality control inspections, measurements and tes�;; and the paint system manufacturer's technical representative, and 2. •(representing the Contracting Agency) The Project Engineer, key inspection assistants, and representatives of the WSDOT HQ Construction Office. If the Contra�tor's key personnet change between any work operations, an additional conference may be held. For projects including painting of multiple structures, a separate conference may be held_ for each structure, at the discretion of the Engineer. 6-07.3(6) Paint Containers, Storage and Handling 6-07.3(6)A Paint Containers Paint container labels shall include the following information: Manufacturer's name and product name, with batch number, and date of manufacture. 2. 3. 4. Color name and Federal Standard 595 color number, where applicable. Shelf life of the product, from date of batch manufacture. Storage requirements and temperatur� limits. Paint containers shall conform to U.S. DOT hazardous material shipping regulations. Paint shall be delivered to the job site in the manufacturer's original unopened containers with the original manufacturer's label legible and intact. Paint will be rejected if the container has a puncture, or if the lid shows signs of paint leakage. Each container shall be filled with paint and sealed airtight. Each container shall be filled with the amount of paint required to yield the specified quantity when measured at 70F. All paint shall be shipped in new suitable containers having a capacity not greater than five gallons. City of Federal Way Pacfic Highway South HOV Lanes Phase IV Page 76 RFS ia�os , Apri12010 � i � � ' ' STANDARD AMENDMENTS 6-07.3(6)B Paint Storage Paint materials shall not be used or stored on site after the shelf life expiration date. Paint material shipping, handling and storage shall conform to Sections 1-06.4 and 9- 08.1(4) and the following requirements: 1. Paint materials shall be stored in the manufacturer's original containers in a weather-tight space where the temperature is maintained within the storage temperature range recommended by the paint manufacturer, but in no case where the temperature is lower than 40F or greater than 100F. 2. The Contractor shall monitor the paint material storage facitity with a high-low � recording thermometer device, ' 3. The paint material storage facility shall be separate from the storage facilities . used for storing painting equipment and used for storing containment waste and construction generated waste. 6-07.3(7) Paint Sampling and Testing The Contractor shall provide the Engineer one quart of each paint and each thinner representing each lot Samples shall be accompanied with � Material Safety Data Sheet and a paint drawdown sample. - If the quantity of paint required for each component of the paint system for the entire project is 20 gallons or less, then the paint system components will be accepted as specified in Section 9-08.1(7) with a paint draw down sample. Sampling and testing performed by the Contracting Agency shall not be construed as determining or predicting the performance or compatibility of the individual paint, or the completed paint system. 6-07.3(8) Equipment � � 6-07.3(8)A Paint Film Thickraess Measurement Gages Paint dry film thickness measurements shall be performed with either a Type 1 pull off gage or a Type 2 electronic gage as specified in SSPC Paint Application Specification No. 2 Measurement of Dry Paint Thickness wi#h Magnetic Gages. Paint wet film thickness measurement gages shall be stainless steel wi#h notches graduated in 1 mil increments. 6-07.3(9) Painting New Steel Structures All materials classified as non-galvanized structural steel shall be painted with a three- coat paint system as specified in Section 6-07.3(9)A. The primer coat shall be shop applied. The intermediate and top coats shall be field applied after erection and following any primer coating repair operations. Steel surfaces embedded in concrete, and faying (contact) , surfaces of bolted connections (including all surfaces internal to the connection and all filler plates) shall i � City of Federal Way Pacific Highway South HOV Lanes Phase IV ' Page 77 R�s �a�os April 2010 STANDARD AMENDMENTS receive the primer coat only. Stainiess steel surfaces are not required to be painted. Welded shear connectors are not required to be painted except for the weid area. Temporary attachments or supports for scaffolding or forms shall not damage the painf system. 6 Paint System The paint system applied to new steel surfaces shall consist of the following: Primer Coat: Intermediate Coat: Top Coat Section 9-08.1(2)C Section 9-08.1(2)G Section 9-08.1(2)H The Contractor shall select a primer coat, intermediate coat, and top coat from the approved products listed in the current Qualified Products List, with all products selected for a system produced by the same manufacturer. The paint system selected shall be used throughout the entire structure. Paint formulations to be used on faying surfaces shall be Ciass B coatings with a mean slip coefficient not less than 0.50. The slip coefficient shall be determined by testing in accordance with `Test Method to Determine the Slip Coefficient for Coatings Used in Bolted JointsA as adopted by the Research Council on Structural Connections. 6-07.3(9)B Paint Color Each successive coat shall be a contrasting color to the previously applied coat. The color of the top coat shall be as specified in the Plans or Special Provisions, and shall conform to Section 9-08.1(8). 6-07.3(9)C Mixing and Thinning Paint � Paint shall be mixed in accordance with the manufacturer's written recommendations to a smooth, lump-free consistency. Mixing shall be done, to the extent possible, in the or�ginal containers and shall be continued until all of the metallic powder or pigment is in suspension. The mixed paint shall be kept under continuous agitation up to and during the time of application. 6-07.3(9)D Coating Thickness Dry film thickness shall be measured in accordance with SSPC Paint Application Specification No. 2 Measurement of Dry Paint Thickness with Magnetic Gages. The dry film thickness for the primer coat shall not be less than 2.5 mils nor greater than the paint manufacturer's maximum recommended thickness. The minimum dry film thickness for the intermed�ate coat shall be 3.5 mils. The minimum dry film thickness #or the top coat shall be 1.0 miL If the specified number of coats does nof produce a combined dry film thickness of at least the sum of the thicknesses required per coat, the Contractor sfiall apply another full coat of the top coat of paint. The dry film thickness shall not be thicker than the paint manufacturer's recommended maximum thickness. City of Federal Way RFB 10-1ai Pacific Highway South Apri12010 HOV Lanes Phase IV Page 78 � ' � � ' L' J � � i STANDARD AMENDMENTS 6-07.3(9)E Surface Temperature Requirements Prior to Application of Paint For application of the paint system, the temperature of the steei surface shail be greater than 40F and less than 115F. 6-07.3(9)F Shop Surface Cleaning and Preparation A roughened surface profile shail be provided by an abrasive blasting procedure as approved by the Engineer. The profile shall be one mil minimum or in accordance with the paint manufacturer's recommendations, whichever is greater. The entire steel surface to be painted shall be cleaned to a near white condition in accordance with SSPC-SP 10 and shall be in this condition immediately prior to paint application. 6 Application of Shop Primer Coat � After receiving the Engineer's approval of the prepared surface, the primer shall be apptied so as to produce a uniform, even coating that has fully bonded with the metal. Primer shall be applied with the spray nozzles and pressures recommended by #he manufacturer of the paint system, so as to attain the film thicknesses specified. Top ftange surfaces to be embedded in concrete shall receive a mist coat of the specified primer. Welded shear connectors, if installed in the shop, shall not receive paint except for incidental overspray. If the welded shear connectors are to be placed in the field, the area to be welded shall be prepared to SSPC-SP 11 power tool cleaning just prior to welding. After welding, the ground area and the weld shall be cleaned to SSPC-SP 11 and primed. � � � � ' � � � � , The Contractor shall provide access to the steel to permit inspection as approved by the Engineer. The access shall not mar or damage any freshly painted surfaces. High strength field bolts shall not be painted before erection. 6-07.3(9)H Containment for Field Coating The Contractor shall use a containment system in accordance with Section 6- 07.3(10)A. 6 Application of Field Coatings All uncoated areas shall receive a field primer coat of an organic zinc paint selected from the same approved paint system and paint manufacturer as the other paint for the structure. The intermediate and top coats shall be applied in accordance with the manufacturer's written recommendations. The minimum drying time between coats shall be as shown in the approved product data sheets, but not less than 12 hours. The Contractor shall determine if the paint has cured sufficiently for proper application of succeeding coats. The maximum time between intermediate and top coats shall be in accordance with the manufacturer's written recommendations. If the maximum time between coats is exceeded, all newly coated surfaces shall be prepared to SSPC-SP 7 brush-off blast c�y or Feae� way RFe ia�os Pacific Highway South April 2010 HOV Lanes Phase N � Page 79 STANDARD AMENDMENTS cleaning and shall be re-painted with the same paint that was cleaned at no additional cost to the Contracting Agency. Dry film thickness measurements will be made in accordance with Section 6-07:3(9)D. All paint damage that occurs shali be repaired in accordance with the manufacturer's written recommendatiorrs and as approved by the Engineer. On bare areas or areas of insufficient primer thickness, the repair shall include the application of the fieid applied organic zinc primer system, and the final finro coats of the paint system. On areas where the primer is at least equal to the minimum required dry film thickness, the repair shall include the application of •the final two coats of the paint system. All paint repair operations shall be performed by the Contractor at no additional cost or time to the Contracting Agency. 6-07.3(10) Painting Existing Steel Structures Painting existing steel structures includes providing containment, cleaning, preparing the surface, painting� metal surfaces and disposal of generated waste. Painting of existing steel structures shall be done in the following sequence: 1. Containment. 2. Bird guano, fungus and vegetation removal. 3. 4. 5. 6. Dry cleaning. � Surface preparation. Treatment of pack rust and gaps. Paint system application. 6-07.3(10)A Containment The containment system shall be in accordance with SSPC Technology Guide No. 6 Guide for Containing Surface Preparation Debris Generated During Paint Removal Operations Class 2. The Contractor shall protect the surrounding environment from all debris or damage resulting from the Contractor's operations. The containment length shall not exceed the length of a span (defined as pier to pier). The containment system shall not cause any damage to the existing structure. All clamps and other attachment devices shall be padded or designed such that they shall not mark or otherwise damage the steel member to which they are attached. All clamps and other attachment devices shall be fully described in the Contractor's painting plan submittal as approved by the Engineer. Field welding of attachments to the existing structure will not be allowed. The Contractor shall not drill holes into the existing structure or through existing structural members except as shown in- the Contractor's painting plan submittal as approved by the Engineer. All provisions for dust collection, ventilation and auxiliary lighting within the containment system shall be fully described the Contractor's painting plan submittal as approved by the Engineer. Ciry of Federal Way PaciHc Highway South HOV Lanes Phase IV ' Page 80 RFe �a�oa � Apri12010 ' [� ' � LJ ' ' � STANDARD AMENDMENTS The containment system shali be capable of being removed rapidly in case of high winds. The Engineer will make the final determination on whether operations shall cease. Emissions shall be limited to the Level 2 Emissions standard in SSPC Technology Guide No. 6 Section 5.5 and assessed by Method A�sible Emissions. I# failure to the containment system occurs or if signs of failure to the containment system are present, the Contractor shall stop work immediately. Work shall not resume until the failure has been corrected to the satisfaction of the Engineer. The containment system shall not be removed until all cleaned and painted surfaces have been inspected and approved by the Engineer. Prior to beginning work each day, all containment systems shall be inspected by the Contractor to verify they are in place and functioning properly. Any necessary maintenance to restore full function shall be completed prior to beginning work. 6-07.3(10)B Bird Guano, Fungus and Vegetation RemovaL � Bird guano and bird nesting materials shall be removed in the dry. Following dry removal, the Contractor shall apply a treatment solution in accordance with Sec#ion 9- 08.5(1), followed by hand scrubbing, and rinsing with water in,accordance with Section ' 9-08.5(3). The bird guano, bird nesting materials and the treatment solution shall be contained and collected. � � � � LJ , � The Contractor shall treat all areas of fungus growth and vegetative growth. The Contractor shall apply a treatment solution in accordance with Section 9-08.5(2) to the fungus areas for a period recommended by the solution manufacturer or as specified by the Engineer, but in no case less than five minutes. The fungus, vegetative growth and the treatment solution shall be contained and collected. Bird guano, bird nesting materials, fungus and vegetative growth shall be disposed of at a land disposal site approved by the Engineer. The Contractor shall provide the Engineer with one copy of the disposal receipt, which shall include a description of the disposed. materiaL � 6 Dry Cleaning • Dry cleaning shall include removal of accumulated dirt and debris on the surfaces to be ' painted. Collected dirt and debris shall be disposed of at a land disposal site approved by the Engineer. The Contractor shall provide the Engineer with one copy of the disposal receipt, which shall include a description of the disposed material. 6 Surface Preparation prior to Overcoat Painting The Contractor shall remove any visible oil, grease, and road tar in accordance with SSPC SP1. Following any preparation by SSPC-SP1, all steel surfaces to be painted shatl be prepared in accordance with either SSPGSP 12 WJ-4/LP WC water jetting surface cleaning, or SSPC-SP 7 brush-off blast cleaning. Surfaces inaccessible to water jetting City of Federal Way Pacific Highway South HOV I.anes Phase IV Page 81 RFa �o-�os Apri12010 STANDARD AMENDMENTS or brush-off blast shall be prepared in accordance with SSPC-SP 15 commercial grade power tooi cleaning, as allowed by the Engineer. Following water jetting or brush-off blast cleaning, the Contractor shali perform spot abrasive biast cleaning in accordance with SSPC-SP 6 commercial blasf cleaning. Spot abrasive blast cleaning shail be performed in such a manner that the adjacent areas of work are protected from damage. Areas exhibiting coating failure down to the steel substrate, and which exhibit visible corrosion, shall be prepared down to clean bare steei in accordance with SSPC-SP 6. Exposed steel areas that have average exposed diameter less than 1-1/2 inches and no ather similar area closer, than 4 inches, do not require spot abrasive blast cleaning or edge feathering, un(ess required by the Engineer. The Contractor shall provide a sharp angular surface profile by an abrasive blasting procedure as approved by the Engineer. The profile shalf be one mil minimum, or in accordance with the paint manufacturer's recommendations, whichever is greater. For small areas as allowed by the Engineer, the Contractor may substitute cleaning in accordance with SSPC-SP 11 'power tool cleaning. The prepared area sha11 extend at least 2 inches into adjacent tightly adhering, intact coating. Following spot abrasive blast cleaning of exposed steel surfaces, edges of tightly adherent coating remaining shall be feathered so that the recoated surface has a smooth appearance. Water jetting shall be performed with water conforming to Section 9-08.5(3). Immediately prior to.painting, the Contractor shall clean all steel surfaces and staging areas with dry, oil-free compressed air conforming to ASTM D 4285. 6-07.3(10)E Surface Preparation - Full Paint Removal For structures where full removal of existing paint is specified, all steel surfaces to be painted shall be prepared in accordance with SSPC-SP 10 near-white metal blast cleaning. Surfaces inaccessible to near-white metal blast cleaning shall be prepared in accordance with SSPC-SP 11 power tool cleaning to bare metal, as alloweti by the Engineer. 6-07.3(10)F Collecting, Testing and Disposal of Containment Waste The sealed waste containers shall be labeled as required by State and Federal laws. All confined materials shall be collected and secured in sealed containers at the end af each shift or daily at a minimum to prevent the weight of the confined materials from causing failure to the containment system. The sealed waste containers shall be stored in accordance with Section 1-06.4, the painting plan as approved by the Engineer, and the following requirements: The containers shall be stored on an impermeable surface that accommodates sweeping or vacuuming. 2. Landside storage of the containers shall be at an elevation above the ordinary high water level (OHWL) elevation. The container storage area shall not be in a storm water runoff course and shall not be in an area of standing water. 3. The container storage area shall be fenced, secured site, separate from the storage facilities for paint materials and paint equipment. Gty of Federal Way RFB 10-103 Pacific Highway South April 2010 HOV Lanes Phase IV � Page 82 ' ' � ' � C� . � � � � ' LJ � � , LJ O � , ' �J STANDARD AMENDMENT� 4. The containers shall not be stored at the on-site landside storage site for longer than 90 calendar days. Ali material collected by and removed from the containment system shall be taken to a landside staging area, provided by the Contractor and approved by the Engineer, for further processing and storage prior to transporting for disposal. Handling and storage of material collected by and removed from the containment system shall conform to Section 1-06.4. Storage of containment waste materials shall be in a facility separate from the storage facilities used for paint materials and paint equipment. 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 have a minimum of three samples of the wastes tested by an accredited analytical laboratory. Each sample shall be taken from a different storage container unless directed otherwise by the Engineer. The debris shall be tested for metals using the Toxicity Characteristics Leaching / Procedure (TCLP), EPA Methods 1311 and 6010: At a minimum, the materials to be analyzed shall include Arsenic, Barium, Cadmium, Chromium Coppers, Lead, Mercury, _ Nickel, Selenium, Silver and Zina � If the average of the tested samples is at or above all threshold limits as stated in the Dangerous Waste Regulation, Chapter 173-303 WAC, the containment waste will be designated as "Dangerous Waste" and shall be disposed of at a permitted hazardous waste repository. If the average of the tested samples is below the threshold limits, the containment waste will be designated as "Solid Waste° and shall be disposed at a permitted sanitary landfill that will accept the waste. Disposal shall be in accordance with Chapter 173-303 WAC for waste designated "Dangerous Waste" or "E�ctremely Hazardous Waste" and in accordance with Chapter 173-304 WAC for waste designated as "Solid Waste". The Contractor shall supply two copies of the transmittal documents or bill of lading listing the waste material shipped from the construction site to the waste disposal site. One copy of the shipment list shall show the signature of the Engineer and shall have the waste site operator's confirmation for receipt of the waste. ' In the event that the containment wastes are designated as "Dangerous Wastes" or "Extremely Hazardous Waste" under Chapter 173-303 WAC, the Contracting Agency will provide to the Contractor the appropriate EPA identification number. � LJ ' � � Unless noted otherwise a waste site will not be provided by the Contracting Agency for the disposal of excess materials and debris. The Contractor shall submit one copy of all TCLP results to the Engineer. The Contractor shall submit waste disposal documentation to the Engineer wi#hin 15 working days of each disposal. This documentation shall include the quantity and type of waste disposed of with each disposal shipment. City of Federal Way RFB 10-103 Pac'rf'ic Highway South � Apri12010 HOV Lanes Phase IV ' Page 83 STANDARD AMENDMENTS Section 9-08.1(2)F Section 9-08.1(2)F Section 9-08.1(2)G �ection 9-08.1(2)G Section 9-08.1(2)H � 6-07.3(10)G Treatment of Pack Rust and Gaps Pack rust is defined as the condition where two or more pieces of steel fastened together by rivets or bolts have been pressed apart by crevice corrosion caused by the build up of corrosion products at the interFace of the steei pieces. Pack rust forming a gap between steel surfaces of 1/16 inch or greater shall be cleaned to a depth of one half of the gap width, up to a maximum of 1/4 inch. The cleaned gap shall be treated with rust penetrating sealer, and cauiked to form a watertight seai along the top edge and the two sides of the steel pieces involved, using the rust penetrating sealer and caulk as approved by the Engineer. The bottom edge or lowest edge of the steel pieces involved shall not be caulked. The type of rust penetrating sealer and caulk used shall be compatible with the paint system used and shall be applied in accordance with the rust penetrating sealer and , cautk manufacturer's instructions. When caulking joinis where only one steel piece edge is exposed, a fillet of caulk shail be formed which is not less than 1/8 inch or the width of the pack rust gap. The fillet is not required where there is no separation of the steel pieces due to pack rust. At locations where gaps between steel surfaces exceed 1/4 inch, the Contractor shall fill the gap with foam backer rod material and sealant as approved by the Engineer. The foam backer rod material shall be of sufficient diameter to fill the crevice or gap. The Contractor shall apply sealant over the foam backer rod material to form a watertight seal. 6-07.3(10)H Paint System The paint system applied to new steel surfaces shall consist of the following five coat system: Primer Stripe Coat: Primer Coat: Intermediate Stripe Coat: Intermediate Coat: Top Coat The Contractor shall select a primer coat, intermediate coat, and top coat from the approved products listed in the current Qualified Products List. Once a paint system has been selected, all paints in that system shall be from the same manufacturer. Only one paint system from a singular manufacturer shall be used throughout the project, unless otherwise approved in writing by the Engineer. The Contractor shall not change to a different paint system once the initial paint system has been applied to any portion of the bridge, unless otherwise approved in writing by the Engineer. 6-07.3(10)I Paint Color Each successive full coat shall be a contrasting color to the previously app(ied full coat. Stripe coat colors may match the full coats. The color of the top coat shall be as specified in #he Plans or Special Provisions, and shall conform to Section 9-08.1(8). Clty of Federal Way Pac'ific Highway South HOV Lanes Phase IV � � , � � ' , ' �� , ' � , R�s �o-io� ' April 2010 Page 84 ' , � � , ' LJ u STANDARD AMENDMENTS Tinting shall occur at the factory at the time of manufacture and placement in containers, prior to initial shipment. Application site tinting wili not be ailowed excep# as otherwise approved by the Engineer. 6-07.3(10)J Mixing and Thinning Paint The Contractor shall thoroughly mix paint by mechanical means to ensure a uniform composition. Paint shall not be mixed by means of air stream bubbling or boxing. Paint shall be mixed in the original containers and mixing shall continue until all pigment or metallic powder is in suspension. Care shall be taken to ensure that the solid material that has settled to the bottom of the container is thoroughly dispersed. After mixing, the Contractor shall inspect the paint for uniformity and to ensure that no unmixed pigment or lumps are present. Catalysts, curing ,agents, hardeners, initiators, or dry metallic powders which are packaged separately may be added to the base paint in accordance with paint manufacturer's written recommendations and only after the paint is thoroughly mixed to achieve a uniform mixture with all particles wetted. The Contractor shall then add the proper volume of curing agent to the correct volume of base and mix thoroughly. The mixture shall be used within the pot life specified by the manufacturer. Unused portions shall be discarded at the end of each work day. , The Contractor shall not add additional thinner at the application site except as approved by the Engineer. The amount and type of thinner, if allowed, shall conform to the manufacturer's specifications. � � � lJ ' When recommended by the manufacturer, the Contractor shall constantly agitate paint during application by use of paint pots equipped with mechanical agitators. The Contractor shall strain all paint after mixing to remove undesirable matter, but without removing the pigment or metallic powder. Paint shall be stored and mixed in a secure, contained location to eliminate the poter�tial for spills into State waters, and onto the ground and highway surfaces. 6-07.3(10)K Coating Thickness The minimum wet film thickness of each coat (primer, intermediate, top, and all stripe coats) shall be sufficient to achieve a dry film thickness of at least 3.0 mils. If the specffied number of coats does not produce a combined dry film thickness of at least the sum of the thicknesses required per coat, the Contractor shall apply another full coat of the top coat of paint. The dry film thickness shall not be thicker than the paint manufacturer's recommended maximum thickness. � �� ' � Film thickness, wet and dry, will be measured by gages conforming to Section 6- 07.3(8)A. Wet measurements wilf be taken immediately after the paint is applied. Dry measurements will be taken after the coating is dry and hard. City of Federal Way RFB 10-t03 Pacific Highway South April 2010 HOV Lanes Phase N Page 85 STANDARD AMENDMENT� Each painter shall be equipped with a wet film thickness gauge, and shail be responsible for performing frequent checks of the paint film thickness throughout application. Coating thickness measurements may be made by the Engineer after the application of each coat and before the application of the succeeding coat. In addition, the Engineer may inspect for uniform and complete coverage and appearance. One hundred percent of all thickness measuremen� shall be the minimum wet film thickness specffied in this Section. Wet film thickness measurements will be made in accordance with ASTM D 4414. In areas where wet film thickness measurements are impractical, dry film thickness measurements will be made as specified in Section &07.3(8)A. If thickness measurements or visual inspection of coverage do not meet the specified minimum, the Contractor shall make additional applications, as necessary, to achieve thickness and coverage requirements. If a questiori arises about an individual coat thickness or coverage, it will be verified by the use of a Tooke gauge in accordance with ASTM D 4138. If the Tooke gage shows a coat thickness to be less than a minimum dry film thickness of 3.0 mils or indicates a missing intermediate coat, the total paint system will be rejected, even if the thickness of the total system equals or exceeds the total thickness specified. 6-07.3(10)L Environmental Condition Requiremen� Prior to Application of Paint Paint shall be applied only during periods when: 1. 2. 3. 4. Air temperature and paint temperature are between 35F and 115F. Steel surface temperature is between 35F and 115F. Steel surface does not show wet drops and is not wet. Relative humidity is within the manufacturer's recommended range. 5. The anticipated ambienf temperature will remain above 35F during the paint drying period. Application will not be allowed if conditions are not favorable for proper application and performance of the paint. Paint shall not be applied when weather conditions are unfavorable to proper curing. If a paint system manufacturer's recommendations allow for application of a paint under environmental conditions other than those specified, the Contractor shall submit a letter from the paint manufacturer specifying the environmental conditions under which the paint can be applied. Application of paint under environmental conditions other than those specified in this Section will not be allowed without the Engineer's approval. � � � � ' ' � ' LJ �J City of Federal Way Pacific Highway South HOV Lanes Phase IV RFB �a�oa ' Ap�i12010 Page 86 � , �'! I � � ' � � ' C C t �J , STANDARD AMENDMENTS 6-07.3(10)M Steel Surface Condition Requirements Prior to Application of Paint The steel surface to be painted shail be free of moisture, dirt, dust, grease, oil, loose, peeling or chaiky paint, abrupt paint edges, salts, rust, mill scale, and other foreign matter and substances that would prevent the bond of the succeeding application. The Contractor shall protect freshly painted surfaces from contamination by abrasives, dust, or foreign materials from any other source. The Contractor shall prepare contaminated surfaces to the satisfaction of the Engineer before applying additional paint. Prepared surfaces shall be kept clean at all times, before painting and between coats. Edges of existing paint shall be feathered in accordance with SSPC-PA 1, Note 16.9. 6-07.3(10)N Field Coating Application Methods The Contractor shall apply paint materials by air or airless spray, brush, roller, any combination of these methods, or as recommended by the paint manufacturer, unless otherwise specified. Spray application of the paint shall be accomplished with spray nozzles and at pressures as recommended by the paint manufacturer to ensure application of paint at the specified film thickness. Regardless of the primary paint application method, the Contractor shall use brushes to apply the stripe coat, to ensure complete coverage around structural geometric irregularities, and to push the paint into gaps befinreen existing steel surfaces and around rivets and bolts. All application techniques shall conform to Section 7, SSPC-PA 1. Painters using brushes shall work from pails containing a maximum of two gallons of paint. This i� intended to minimize the impact of any spilL 6-07.3(10)O Applying Field Coatings The first coat shall be a primer stripe coat applied to steel surfaces cleaned to bare metal and defined to receive a stripe coat. The second coat shall be a primer coat applied to all steel surfaces cleaned to bare metal. The third coat shall be an intermediate stripe coat applied to steel surfaces defined to receive a stripe coat. The fourth coat shall be an intermediate coat. The fifth coat shall be the top coat. The intermediate (fourth) and top (fifth) coats shall encapsulate the entire surface area of the structure members specified to be painted. Prior to the application of paint the Contractor shall clean the bridge deck surface for the purpose of dust control. During painting operations the Contractor shall furnish, install, and maintain drip tarps below the areas to be painted to contain all spilled paint, buckets, brushes, and other deleterious material, and prevent such materials from reaching the environment below or adjacent to the structure being painted. Drip tarps shall be absorbent material and hung to minimize puddling. . In addition to the requirements of the Specifications, paint application shall conform to: � 1. �he best practices of the trade. 2. The written recommendations of the paint manufacturer. 3. All applicable portions of the SSPC-PA1. ' , City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 87 R�e �aios April 2010 STANDARD AMENDMENTS No primer paint shall be applied to any surtace until the surface has been inspected and approved by the Engineer. Any area to which primer paint has been applied without the Engineer's inspection and approval will be considered imprope�ly cleaned. The unauthorized application shall be completely removed and the entire area recleaned to the satisfaction of the Engineer. After the area has been recleaned, inspected, and approved, the Contractor may again initiate the painting sequence. No additional compensation or extension of time in accordance with Section 1-08.8 will be allowed for the removal of any unauthorized paint application and recleaning of the underlying surtace. All steel surfaces cleaned to bare metal by abrasive blast cleaning shall receive the primer coat within the same working day as the completion of the abrasive blast cleaning, and before any rust begins to form. Each successive coat shaH be applied as soon as possible over the previous coat; accounting for drying time of the preceding coat, weather, atmospheric temperature ancl other environmental conditions, and the paint manufacturer's recommendations. Each coat shal! be dry before recoating, and shall be sufficiently cured so that succeeding or additional coats may be applied without causing damage to the previous coat. Recoat times shall be as shown in the paint manufacturer's recommendations, but not less than 12 hours. Revision of recoat times to other than recommended by the. paint manufacturer requires the approval of the Engineer. If the maximum time between coats is exceeded, all affected areas shall be prepared to SSPC-SP 7 brush-off blast cleaning and recoated with �the Contract specified system at no additional expense or time to the Contracting Agency. Each coat shall be applied in a uniform layer, completely covering the preceding coat. Individual coats shall be tinted a sufficiently different shade so that each coat can be easily detected. -The Contractor shall correct runs, sags, skips, or other deficiencies before application of succeeding coats. Such corrective work may require recleaning, application of additional paint, or other means as. determined by the Engineer at no additional cost to the Contracting Agency. If fresh paint is damaged by the elements, the Contractor shall replace or repair the paint to the satisfaction of the Engineer at no additional cost to the Contracting Agency. Prior to applying the primer or intermediate coats, the Contractor shall apply a primer or intermediate stripe coat, respectively,. on all edges, corners, seams, crevices, interior angles, junction of joint members, rivet or bolt heads, nuts and threads, weld lines, and any similar surface irregularities. The full primer coat may be applied prior to the primer stripe coat to prevent flash rusting of the cleaned surfaces, if approved by the Engineer. The coverage of each stripe coat shall extend at least one inch beyond the irregular surface. The stripe coat shall be of sufficient thickness to completely hide the surface being covered and shall be followed as soon as practical by the application of the primer or intermediate coat to its specified thickness. If the primer coat leaves unsealed cracks or crevices, these shall be sealed with single component urethane sealant conforming to Section 9-08.7 (applied in accordance with the manufacturer's recommendations) before the intermediate coat is applied. City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 88 RFe �a�oa ' Apri12010 � [J � ' � I �� � � � � STANDARD AMENDMENTS The Contractor shall correct paint deficiencies before application of succeeding coats. Such corrective work may require recleaning, application of additional paint, or other corrective measures in accordance with the paint manufacturer's recommendations and as specified by the Engineer. Such corrective work shall be completed at no additional expense or time to the Contrac#ing Agency. . Each application of primer stripe, primer, intermediate stripe, intermediate, and top coat shall be considered as separately applied coats, including for the purposes of film thickness and coverage requirements. The Contractor shall not use a preceding or subsequent coat to remedy a deficiency in another coat. The Contractor shall apply the top coat to at least the minimum specified top coat thickness, to provide a uniform appearance and consistent finish coverage, even if the total thickness of the prime and intermediate coats is found to exceed the specified total thickness for the primer and intermediate coats. If roadway or sidewalk planks lie so cfose to the metal that they prevent proper cleaning and painting, the Contractor shall remove or cut the planks to provide at least a 1-inch clearance. Any plank removal or cutting shall be done as approved by the Engineer. The Contractor shall replace all planks after painting. If removal breaks or damages the planks and makes them unfit for reuse, the Contractor shall replace them at no expense to the Contracting Agency. , 6 Field Coating Repair � Patnt repair shall conform to �SSPC-PA 1. Repair areas shall be cleaned of all damaged paint and the system re-applied using all coats typical to the paint system. Each coat shall be thoroughly dry before applying subsequent coats. Paint repair shall be in accordance with the paint manufacturer's recommendations, and as approved by the Engineer. All paint repair operations shall be performed by the Contractor at no additional cost or time to the Contracting Agency. � 6 Cleanup Cleaning of equipment shall not be done in State waters nor shall resultant cleaning runoff be allowed to enter State waters. No paint cans, lids, brushes, or other debris shall be allowed to enter State vicaters. Solvents, paints, paint sludge, cans, buckets, � rags, brushes, and other waste associated with this project shall be collected and disposed of off site. Paint products, petroleum products or other deleterious material shall not be wasted into, or otherwise enter, State waters as a result of project , activities. Cleanup of the project site shall conform to Section 1-04.11 and 6-01.12 � 6-07.3(11) Painting or Powder Coating of Galvanized Surfaces Galvanized surfaces specified to be coated after galvanizing shall receive either paint in accordance with Section 6-07.3(11)A or powder coating in accordance with Section 6-07.3(11)B. The color of the finish coat shall be as specified in the Special Provisions. 6-07.3(11)A Paihting of Galvanized SurFaces All galvanized surfaces receiving paint shall be prepared for painting in accordance with the ASTM D 6386. The method of preparation shall be as agreed upon by the �J � City of Federal Way Pacific Highway South HOV Lanes Phase IV ' Page 89 RFB �o-�ai April 2010 STANDARD AMENDMENTS paint manufacturer and the galvanizer. The Contractor shall not begin painting until receiving the Engineer's approvai of the prepared galvanized surface. Environmental Conditions Steel surfaces shall be: • Greater than 35°F and • Less than 115°F or in accordance�with the manufacturer's recommendations, whichever is more stringent. � The Contractor shall paint the dry surface as follows: Paint Type Name First Coat Section 9-08.1(2}E Epoxy polyamide Second Coat Section 9-08.1(2)H Moisture Cured Aliphatic Polyurethane Each coat shall be dry before the next coat is applied. Aii coats applied in the shop shall be dried hard before shipment. 6-07.3(11)B Powder Coating of Galvanized Surfaces Powder coating of galvanized surfaces shali conform to the foilowing requirements: Submittals The Contractor shall submit the following information to the Engineer for approval: 1. The name, lacation, and contact information (mail address, phone, and e- mail) for the firrn perForming the powder coating operation. , 2. Quality control (QC) programs established and followed by the firm performing the powder coating operation. Forms to document inspection and testing of coatings as part of the QC program shall be included in the submittaL 3. Project specific powder coating plan, including identification of the powder coating materials used (and manufacturer), and spec'rfic cleaning, surface preparation, pre-heating, powder coating application, curing, shop and field coating repair, handling, and storage processes to be taken for the assemblies being coated for this project. 4. Product data and MSDS sheets for all powder coating and coating repair materials. ' � �� r � � � � Galvanizing City of Federal Way Pacific Highway South HOV Lanes Phase IV R� io-�ai � April 2010 Page 90� � � � STANDARD AMENDMENTS Prior to the galvanizing operation, the Contractor shail identify to the gaivanizer the specific assembiies and surfaces receiving the powder coating after galvanizing, to ensure that the galvanizing method used on these assembiies is compatible with subsequent application of a powder coating system. Specifically, such assemblies shall neither be water-quenched, nor receive a chromate conversion coating, as part of the galvanizing operation. Galvanized Surface Cleaning and Preparation Galvanized surfaces receiving the powder coating shall be cleaned and prepared for coating in accordance with ASTM D 6386, and the project spec'rfic powder coating plan as approved by the Engineer. � � . � � , � � Pre-heat. The pre-heat shall be sufficient to prevent pin holes from forming in the finished coating system. 2. 3. Apply the epoxy primer coat, followed by a partial cure. Apply the polyester finish coat, followed by the finish cure. Testing The firm performing the powder coating operation shall conduct, or make arrangements for, QC testing on all assemblies receiving powder coating for this �� � Assemblies conforming to the ASTM D 6386 definition for newly gaivanized steel shall receive surface smoothing and surface cleaning in accordance with ASTM D 6386 Section 5, and surface preparation in accordance with ASTM D 6386 Section 5.4.1. . Assemblies conforming to the ASTM D 6386 definition for partially weathered galvani2ed steel shall be checked and prepared in accordance with ASTM D 6386 Section 6, before then receiving surface smoothing and surface cleaning in accordance with ASTM D 6386 Section 5, and surface preparation in accordance � witFt ASTM D 6386 Section 5.4.1. Assemblies conforming to the ASTM D 6386 definition for weathered galvanized steel shall be prepared in accordance with AS'FM D 6386 Section 7, before then receiving surface smoothing and surface cleaning in accordance with ASTM D 6386 Section 5 and surface preparation in accordance witn ASTM D 6386 Section 5.4.1. The Contractor shall notify the Engineer of all surface cleaning and preparation activities, and shall provide the E�gineer opportunity to perform quality assurance inspection, in accordance with Section 1-05.6, at the completion of surface ' cleaning and preparation activities prior to beginning powder coating application. Powder Coating Application and Curing After surface preparation, the finro component powder coating shall be applied in accordance with the powder coating manufacturer's recommendations, the project specific powder coating plan as approved by the Engineer, and as follows: City of Federal Way Pacific Highway Souih HOV Canes Phase IV Page 91 RFS faios April 2010 STANDARD AMENDMENTS project, in accotdance with the powder coating firm's QC program as documented in item 2 of the Submittal subsection above. Testing may be performed on coated surfaces of production fabricated items, or on a representative test panel coated alongside the production fabricated items being coated. There shall be a minimum of one set of tests representing each cycle of production fabricated items coated and cured. Additional tests shall be performed at the request of the Engineer. Repair of damaged coatings on production fabricated items shall be the responsibility of the firm apptying the powder coating, and shall be in accordance with the project specific powder coating plan as approved by the Engineer. At a minimum, the QC testing shall test for the following requiremen#s: �sual inspection for the presence of coating holidays, and other unacceptable surface imperfections. 2. Coating thickness measurement in accordance with Section 6-07.3(5). . The minimum thickness of the epoxy primer coating and polyester finish coating shall be 3 mils each. 3. Hardness testing in accordance wifh ASTM D 3363, with the finish coat providing a minimum hardness value of H. . 4. Adhesion testing in accordance with ASTM D 4541 for 400 psi minimum adhesion for the complete two component coating system. . 5: Powder Coating lnstitute (pCl) #8 recommended procedure for solvent cure test. The results of the QC testing shall be documented in a QC report, and submitted to the Engineer for approvaL The Engineer shall be provided notice and access to all assemblies at the powder coating facility for the purposes of Contracting Agency acceptance inspECtion, including notice and access to witness all hardness and adhesion testing performed by the firm conducting the QC testing, in accordance with Section 1- 05.6. � ' Assemblies not meeting the above requirements will be subject for rejection by the Engineer. Rejected assemblies shall be repaired or re-coated by the Contractor, at no additional expense to the Contracting Agency, in accordance with the project specific powder coating plan as approved by the Engineer until the assemblies satisfy the acceptance testing requirements. Assemblies shall not be shipped from the powder coating firm's facility to the project site until the Contractor receives the Engineer's approval of the QC Report and assembly inspection performed by the Engineer. Coating Protection For Shipping, Storage, and Field Erection City of Federal Way PacNic Highway South HOV Lanes Phase IV ' Page 92 RFB 10-103 April 2010 �� � � � �� � � �� STANDARD AMENDMENTS . After curing and acceptance, the Contractor shall protect the coated assemblies with rr�ultiple layers of bubble wrap, or other protective wrapping materials specified in the project specific powder coating plan as approved by the Engineer. During storage and shipping, each assembly shall be separated from other � ' assemblies by expanded polystyrene spacers and other spacing materials specified in the project specific powder coating plan as approved by the Engineer. After erection, all coating damage due to the Contractor's shipping, storage, handling, and erection operations shall be repaired by the Contractor, at no additional expense to the Contracting Agency, in accordance with the project specific powder coating plan as approved by the Engineer. The Contractor shall provide the Engineer access to all locations of all powder coated members for verification of coating conditions prior to and following all coating repairs. 6 Painting Ferry Terminal Structures Ferry terminal structures shall be painted as specified in the Special Provisions. 6-07.3(13) Painting Timber Structures Timber structures shall be painted as specified in the Special Provisions. 6-07.4 Measurement Cleaning, sealing and caulking pack rust will be measured by the linear foot along the edge of the steel connection interface cleaned, sealed and caulked. Spot abrasive blast cleaning of steel surfaces in accordance with Section 6-07.3(10)D will be measured by the square foot of surface area to be cleaned to bare metal as specified by the Engineer. � 6-07.5 Payment Payment will be made in accordance wi#h Section 1-04.1, for each of the following bid items that are included in the proposal: "Cleaning and Painting - ", lump sum. . . The lump sum contract price for "Cleaning and Painting - " shall be full pay for performing the work as specified, including developing all submittals, arranging for and accommodating contact and on-site attendance by the paint manufacturer's technical representative, furnishing and placing all necessary staging and rigging, furnishing, operating and mooring barges, furnishing and operating fixed and movable work platforms, accommodating Contracting Agency inspection access, conducting the Contractor's quality control inspection program, providing material, labor, tools, and equipment, collecting and storing corrtainment waste, collecting, storing, testing, and disposing of all containment waste not conforming to the definition in Section 6-07.3(10)F, performing all cleaning and preparation of surfaces to be painted, applying alt coats of paint and sealant, correcting coating deficiencies, completing coating repairs, and completing project site cleanup. � � City of Federal Way Pacffic Highway South HOV Lanes Phase IV Page 93 RFS �a�os April 2010 STANDARD AMENDMENTS Progress payments for "Cleaning and Painting - " will be made on a monthiy basis and wiil be based on the percentage of the totai estimated area satisfactorily cleaned and coated as determined by the Engineer. Paymerot wili not be made for areas which do not have the specified number of coats,for the paint system used, nor for areas which are complete but have repairs outstanding. "Cleaning, Sealing and Caulking Pack Rust", per linear foot. The unit contract price per linear foot for "Cieaning, Sealing and Caulking Pack Rust° shall be full pay for performing the work as specified, including cleaning out the pack rust, preparing the gap for the rust penetrating sealer and caulk, and applying the rust penetrating sealer and caulk. • "Spot Abrasive Blast Cleaning", per square foot. The unit contract price per square foot for "Spot Abrasive Blast Cleaning" shall be full pay for performing the spot abrasive blast cleaning work in accordance with Section 6-07.3(10)D. "Containment of Abrasives", lump sum. The lump sum contract price for "Containment of Abrasives" shall be full payment for all costs incurred by the Contractor in complying with the requirements as specified in Section 6-07.3(10)A to design, construct, maintain, and remove containment systems for abrasive blasting operations. `Testing and Disposal of Containment Waste", by force account as provided in Section 1-09.6. All costs in connection with testing containment waste, transporting containment waste for disposal, and disposfng of containment waste in accordance with Section 6-07.3(10)F will be paid by force account in acc+ordance with 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 `?esting and Disposal of Containment Waste" in the bid proposal to become part of the total bid by the Contractor. �� Payment for painting new steel structures and painting or powder coating of galvanized surfaces will be in accordance with Sections &03.5. Painting of timber structures will be in accordance with Section 6-04.5. SECTION 6-09, MODIFIED CONCRETE OVERLAYS August 3, 2009 � � . � 6-09.3(1)B Rotary Milling Machines This section is revised to read: Rotary milling machines shall have a maximum operating weight of 50,000 pounds, and conform to the requirements in.Section 1-07J. City of Federal Way Pac'rf'ic Highway South HOV lanes Phase IV RFB 10-103 � Aprll 2010 Page 94 �l L`� � STANDARD AMENDMENTS 6-09.3(1)C Hydro-Demolition Machines This section is revised to read: Hydro-demolition machines shall consist of filtering and pumping units operating in conjunction with a remote-controlled robotic device, using high velocity water jets to remove 1/2-inch of sound concrete with the simultaneous removal of all deteriorated concrete. Hydro-demolition machines shall also clean any exposed reir�forcing steel of all rust and corro�ion products. 6-09.3(1)D Shot Blasting Machines This section is revised to read: Shot blasting machines shall consist of a self coritained mobile unit, using steel abrasive to remove 1/2-inch of sound concrete. The shot blasting machine shall vacuum and store all material removed from the scarified concrete surface into a self contained unit. 6 General This section is supplemented with the following: Dense, sound areas of existing bridge deck repair material shall be sufficiently scar'rfied to provide one inch minimum clearance to the top of the fresh modified concrete overlay. 6-09.3(5)E Rotomilling The second sentence is revised as follows: The operating parameters of the rotary milling. machine shall be monitored in order to prevent the unnecessary removal of concrete below the 1/2-inch maximum removal depth. � � �. 6-09.3(6) Further Deck Preparation The first paragraph is revised to read: Once the lane or strip being overlaid has been cleaned of debris from scarifying, the Contractor, with the Engineer, shall perform an inspection of the completed work, in accordance with ASTM D 4580 Method B except as otherwise noted for concrete surfaces scarified by hydro-demolition, and the Contractor shall mark those areas of the existing bridge deck that are authorized by the Engineer for further deck preparation by the Contractor. When hydro-demolition is used as the method of scarification, the inspection for further deck preparation shall be a visual inspection and shall take place after one pass of the hydro machine. • 6 Deck Repair Preparation The second sentence in the first paragraph is revised to read: City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 95 RFe �a�o3 Ap�ll 2010 STANDARD AMENDMENTS If unsound concrete exists around the top mat of steel reinforcing bars, or if the bond between concrete and top mat of steel is broken, concrete shail be removed to provide a 3/4-inch minimum clearance around the top mat of steei reinforcing bara 6-09.3(6)C Pl�cing Deck Repair Concrete The first paragraph is revised to read: Deck repair concrete for mod'rfied concrete overlays shali be either modified concrete or concrete Class M as specified below. The third paragraph is deleted. The fourth paragraph is revised to read: Type 1 deck repairs, defined as deck repair areas with a maximum depth of one-half the periphery of the bottom bar of the top layer of steel reinforcement and not to exceed 12 continuous inches along the length of the bar, may be filled during the placement of the concrete overlay. This section is supplemented with the following: Type 2 deck repairs, defined as deck repair areas not conforming to the definition of Type 1 deck repairs, shall be repaired with concrete Class-M and wet cured for 42- hours in accordance with Section 6-09.3(13), prior to placing the concrete overlay. During the curing period, all vehicular and foot traffic shall be prohibited on the repair area. 6-09.3(8)A Quality Assurance for Miccosilica Modified and Fly Ash Modified Concrete Overlays � The first sentence in the first paragraph is revised to read: 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 indicates that the concrete is ready for placement. . The third paragraph is deleted. 6-09.3(8)B Quality Assurance for Latex Modified Concrete Overlays The following new sentence is inserted as the leading sentence in the second paragraph: 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. The third paragraph is deleted. 6-09.3(10) Overlay Profile and Screed Rails This sections content is deleted. This section is supptemented with the following new sub-sections: City of Federal Way Pacific Highway South HOV Lanes Phase N � � . � � RFe �o-�os � Apd12010 Page 96 :� � ' � STANDARD AMENDMENTS 6-09.3(10)A Survey of Existing Bridge Deck Prior To Scarification Prior to beginning the scarifying concrete surface finish work specified under Section. 6- 09.3(5), the Contractor shall complete a survey of the existing bridge deck(s) specified to receive modified concrete overlay for use in establishing the existing cross section and grade profile elevations. The Contracting Agency wil� provide the Contractor with primary survey control information consisting of descriptions of two primary control points used for the horizontal and vertical control. Primary control points wi11 be described by, reference to the bridge or project specific stationing and elevation datum. The Cont�acting Agency will al�o provide horizontal coordinates for the beginning and ending points and for each Point of Intersection (PI) on each centerline alignment included in the project. The Contractor shall provide the Engineer 21-calendar days notice in advance of scheduled concrete surface scarification work to allow the Contracting Agency time to provide the primary survey control information. The Contractor shall verify the primary survey control information furnished by the Contracting Agency, and shall expand the sunrey control information to include secondary horizontal and vertical control points as needed for the project. The Contractor's sunrey records shall include descriptions of all survey control points, including coordinates and elevations of all secondary control points. � ' The Contractor shall maintain detailed survey records, including a description of the work performed on each shift, the methods utilized to conduct the survey, and the control points used. The record shall be of sufficient detail to allow the survey to be reproduced. A copy of each day's survey record shall be provided to the Engineer within 3-working days after the end of the shift. The Contractor shall compile. the survey information in an electronic file format acceptable to the Contracting Agency (Excel spreadsheet format is preferred). Survey information collected shall include station, offset, and elevation for each lane line and curbline. Survey information shall be collected at even 20-foot station intervals, and also at the centerline of each bridge expansion joint. The Contractor shall ensure a surveying accuracy to within t 0.01-feet for vertical control and t 0.2- feet for horizontal control. The survey shall extend 100'-0" beyond the bridge back of pavement seat. Except for the primary sunrey control information furnished by the Contracting Agency, the Contractor shall _ be responsible for all calculations, surveying, and measuring required for setting, maintaining and resetting equipment and materials necessary for the construction of the overlay to the final grade profile. The Contracting Agency may post-check the Contractor's surveying, but these post-checks shall not relieve the Contractor of responsibility for internal survey quality control. The Contracting Agency will establish the final grade profile based on the Contractor's survey, and will provide the final grade profile to the Contractor within three working days after receiving the Contractor's sunrey information. � � City M Federal Way Pacific Highway South HOV Lanes Phase IV Page 97 RFS ia�os April 2010 STANDARD AMENDMENTS The Contractor shall not begin scarifying concrete surface work specified under Section 6-09.3(5) until receiving the finai grade profile from the Engineer. 6-09.3(10)B Establishing Finish Overlay Profile The finish grade profile shall be + 1/4 inch/- 1/8 inch from the Engineer's final grade profile. The final grade profile shall be verified prior to the placement of modified concrete ove�iay with the screed rails in place. The finishing machine shall be passed over the entire surface to be overlaid and the final screed rail adjustments shall be made. If the resultant overlay thickness is not compatible with the finish grade profile generated by the Contractor's screed rail setup, the Contractor shall make profiile adjustments as approved by the Engineer. After the finish overlay profite has been verified, changes in the finishing machine elevation controls will not be allowed. The Contractor shall be responsible for setting screed control to obtain the specified finish grade overlay profile as well as the finished surtace smoothness requirements specified in Section 6-02.3(10). Screed rails upon which the finishing machine travels shall be placed outside o# the area to be overlaid, in accordance with Item 7 of Section 6-09.3(2) and as approved by the Engineer. Interlocking rail sections or other approved methods of providing rail continuity are required. Hold-down devices shot into the concrete are not permitted unless the concrete is to be subsequently overlaid. Hold-down devices of other types leaving holes in the exp.osed area will be allowed provided the holes are subsequently filled wifih a sand/cement grout (sand and portland cement in equal proportions by volume). Hold- ddwn devices shall not penetrate the existing deck by more than 3/4-inch. Screed rails may be removed at any time after the concrete has taken an initial set. Adequate precautions shall be taken during the removal of the finishing machine and rails to protect the edges of the new surfaces. � 6-09.3(11) Placing Concrete Overlay The first paragraph is revised to read: Five to 10-working days prior to modified concrete overlay placement, a pre-overlay conference shall be held to discuss equipment, construction procedures, personnel, and previous results. Inspection procedures shall also be reviewed to ensure coordination. Those attending shall include: 1. (representing the Contractor) The superintendent and all foremen in charge of placing and finishing the modified concrete overlay; and 2. (representing the Contracting Agency) The Project Engineer, and key inspection assistants. ' If the project includes more than one bridge deck, an additional conference shall be held just before placing modified concrete overlay for each subsequent bridge deck. City of Federal Way Pac'rfic Highway South HOV Lanes Phase IV � � � � � � RFB 10-103 � Apri12010 Pa9e 98 '� � STANDARD AMENDMENTS � The Contractor shall not place modified concrete overlay until the Engineer agrees that: 1. Modified concrete overlay producing and placement rates will be high enough to meet placing and finishing deadlines, 2. Finishers with enough experience have been employed, and 3. Adequate finishing tools and equipment are at the site. 6-09.3(12) Finishing Concrete Overlay The fourth paragraph is revised to read: Construction dams shall be separated from the newly placed concrete by passing a pointing trowel along the inside surfaces ;of the dams. Care shall be exerc+sed to ensure that this trowel cut is made for the entire depth and length of dams after the concrete has stiffened sufficiently that it does not flow back. 6 Payment � The paragraph following "Modified Conc. Overlay", per cubic foot, is revised to read: I ,� The unit contract price per cubic foot for "Modified Conc. Overla�' shall be full pay for furnishing the modified concrete overlay, including the overlay material placed into Type 1 deck repairs in accordance with Section 6-09.3(6)C. This section is supplemented with the following: "Structure Surveying", lump sum. The lump sum contract price for "Structure Surveying" shall be full pay to perform the work as specified, including establishing secondary survey control points, performing survey quatity control, and recording, compiling, and submitting the survey records to the Engineer. � SECTION 6-11, REINFORCED CONCRETE WALLS August 4, 2008 6-11.3(3) Precast Concrete Wall Stem� Panels The first sentence in the first paragraph is revised to read: The Contractor may fabricate precast concrete wall stem panels for construction of Standard Plan Retaining Walls. The first sentence in the second paragraph is revised to read: The precast concrete wall stem panels shall be designed in accordance with the. following codes The first sentence in number 1. in the second paragraph is revised to read: I� � City of Federal Way Pac'rfic Highway South HOV Lanes Phase N Pa9e 99 RFS ia�oa ApM 2010 STANDARD AMENDMENTS 1. For all loads except as otherwise noted - AASHTO LRFD Bridge Design Specifications, latest edition and current interims. 6-11.3(5) Backfill, Weepholes and Gutters The first sentence in the first paragraph is revised to read: Uniess the Plans specify otherwise, backfiil and weepholes shall be placed in ac�ordance with the Standard Pians and Section 6-02.3(22). SECTION 6-13, STRUCTURAL EARTH WALLS August 3, 2009 6-13.3(2) Submittals The fourth paragraph is revised to read: The Contractor, through the license/patent holder for the structural earth wall system, shall submit detailed design calculations and working drawings to the Engineer for approvai in accordance with Section 6-01.9: 6-13.3(9) SEW Traffic Barrier and SEW Pedestrian Barrier This section is supplemented with the foliowing: The moment slab supporting the SEW traffic or pedestrian barrier shall be continuously wet cured for 3 days in accordance with Section 6-02.3(11). SECTION 6-14, GEOSYNTHETIC RETAINING WALLS August 3, 2009 6-14.3(7) Geosynthetic Retaining Wall Traffic Barrier and Geosynthetic Retaining Wall Pedestrian Barrier This section is supplemented with the following: The moment slab supporting the geosynthetic wall traffic barrier and geosynthetic wall pedestrian barrier shall be continuously wet cured for 3 days in accordance with Section 6-02.3(11). SECTION 6-15, SOIL NAIL WALLS August 3, 2009 6-15.3(8) Soil Nail Testing and Acceptance The first paragraph is supplemented with the following: Soil nails used for verification tests and proof tests shall not be production soil nails, but instead shall be separate sacrificial soil nails not otherwise incorporated into the Work. � � � The fourth sentence of the fifth paragraph is revised to read: City of Federal Way Pacific Highway South HOV Lanes Phase IV RFS �a�os � Apd12010 Page 10� � I � � STANDARD AMENDMENTS The Contractor shall provide the load cell, the readout device, and a calibration curve from the most recent calibration as specified in Section 6-15.3(3) item 4b. The third sentence of the sixth paragraph is deleted. The fourth sentence of the sixth paragraph is deleted and replaced with the following: Test nails shall be left in the ground after testing, with the exposed portion of the test nail cut and removed to two feet behind the excavated face or inside face of shotcrete. The drill holes for test nails shall be completely backfilled with grout or non-structural filler after testing on that test nail has been completed. .� The seventh paragraph is revised to read: Load testing shall be performed against a temporary reaction frame with bearing pads that bear directly against the existing soil or the shotcrete facing. Bearing pads shall be kept a minimum of 12-inches from the edges of the drilled hole and the load shall be distributed to prevent failure of the soil face or fracture of the shotcrete. The Contractor shall submit reaction frame working drawings to the Engineer for approval in accordance with Section 6-01.9. 6-15.3(8)A Verification Testing The third paragraph is supplemented with the following: Prior to beginning verification testing, the Contractor shatl measure and record the length of the non zone for each verification test soil nail. � The last sentence in the sixth paragraph is revised to read: The load-hold period shall start as soon as the load is applied and the nail movement with respect to a fixed reference shall be measured and recorded at 1 minute, 2, 3, 4, 5, 6, 10, 20, 30, 40, 50, and 60 minutes. I� � I � � The last paragraph of this section is deleted. 6 Proof Testing The first paragraph is revised to read: Proof tests shall be performed on proof test soil nails installed within the pattern of the production soil nails at the locations shown in the Plans. Proof test soil nails shall be installed using the same equipment, methods, nail inclination, nail length, and hole diameter as for adjacent production nails. The Contractor shall maintain the side-wall stability of the drill hole for the non-grouted portion during the test. The bond length shall be determined from the Nail Schedule and Test Nail Detail shown in the Plans.. Prior to beginning proof testing, the Contractor shall measure and record the length of the non-bonded zone for each proof test soil naiL The fifth sentence in the third paragraph is revised to read: City of Federal Way Pacific Highway South HOV Lanes Phase IV Pa9e 101 RFB �o-�os Apri12010 STANDARD AMENDMENTS ,� � if the load hold is extended, the naii movement shall be recorded at 20, 30, 40, 50, and 60 minutes. � The fifth paragraph is deleted. 6-15.4 Measurement The measurement statement for soil nail verification testing program is revised to read: Soil nail verification test and soil nail proof test wiil be measured per each for each successfully completed soii naii verification test and soil nail proof test at the locations specified in the Speciai Provisions and shown in the Plans. 6-15.5 Payment Proof testing is deleted from the payrrrent statem�nt for "Soil nail — Encapsulated". The bid item "Soil Nail Verification Tes�' is revised and a payment stateme�# added as follows: "Soil Nail Verification Test and Soil Nail Proof Test", per each. All costs in connection with successfully completing soil nail verification tests and soil nail proof tests as specified shall be included in the unit contract price per each for °Soil Nail Verification Test and Soil Nail Proof Test", including removal of the exposed portion of the test nail and backfilling the drilled hole with grout or non-structural filler. SECTION 6-16, SOLDIER PILE AND SOLDIER PILE TIEBACK WALLS April 6, 2009 6-16.3(2) Submittals The first paragraph is revised to read: The Contractor shall submit shop plans as specified in Section 6-03.3(7) for all structural steel, including the steel soldier piles, and shall submit shop plans and working drawings as specified in Section 6-17.3(3) for permanent ground anchors, to the Engineer for approvaL 6-16.3(4) Installing.Soldier Piles � . The second sentence in the second paragraph is revised to read: Concrete eover over the soldier pile shall be 3-inches minimum, except that the cover over the soldier pile flange plate reinforcing at permanent ground anchor locations shall be 1-1/2 inches minimum. 6 Installing Timber Lagging and Permanent Ground Anchors This section including title is revised to read: 6-16.3(6) Designing and Installing Lagging, and Installing Permanent Ground Anchors Lagging for soldier pile walls shall conform to one of the following two categories: City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 102 RFB 10-103 April 2010 � � � � .� � � STANDARD AMENDMENTS Temporary lagging is defined as lagging that is in service as a structural member for a maximum of 36 months before a permanent load carrying fascia is in place, except for the following exception. Lagging for soldier pile walls in site soils conforming to an excluded soil type as defined under Section 6-16.3(6)A will be classified as permanent lagging conforming to Section 6-16.3(6)C, in which case this requirement will be specified in the Plans along with design details for such lagging. Permanent lagging is defined as all lagging not conforming to the definition of temporary lagging as specified above. This section is supplemented with the following new sub-sections: 6 Soil Classification For the purposes of designing lagging for soldier pile walls, soils shall be categorized in the following classifications: Soil Type 1 The following shall be considered Type 1 soils: .� 1. Cohesive fine grained soils either .CL or CH of inedium consistency with yH/S� < 5. 2. Cohesive fine grained soils �ither CL or CH that are stiff to very stiff and non-fissured. 3. Fine grained soils either ML or SM-ML that are above the water table. 4. Coarse grained soils either GW, GP, GM, GC, SW, SP or SM that are medium dense to dense.' Soil Type 2 The following shall be considered Type 2 soils: 1. Cohesive fine grained soils either CL or CH that are heavily over consolidated and fissured. 2. Fine grained ML soils or coarse grained SM-ML soils that are below the water table. � 3. Coarse grained SC soil that is medium dense to dense and is below the water table. 4. Coarse grained soils either SW, SP or SM that are loose. Soil Ty�e 3 The following shall be considered Type 3 soils: I� � Ciry of Federal Way Pacific Highway South HOV Lanes Phase IV 0 Page 103 RFS �o-�03 April 2010 � STANDARD AMEIdDMENTS 1. 2. Cohesive fine grained soils either CL or CH that are soft with yH/S„ > 5. Fine grained siightly plastic ML soil that is below the water table. �3. Coarse grained SC soil that is loose and below the water table. Exclusions Regardless of whether site soils conform to one of the soii types defined above, site soils under the following conditions are excluded from the Type 1, Type 2, and Type 3 soil classifications: 1 2. Disturbed soiis such as those in landslides or known unstabie areas. Layered soils dipping into the excavation steeper than 4H:1 V. � � Lagging for soldier pile walls located in site soils excluded from the Type 1, Type 2, and Type 3 soil classifications shall be designed in accordance with the latest AASHTO LRFD Bridge Design Specifications with current interim specifications. Use of the table in Section 6-16.3(6)B for timber lagging in these situations will not be allowed. 6-16.3(6)B Temporary Lagging . The Contractor shall design temporary lagging for all soldier pile walls. The temporary lagging design shall be based on the following: ._ 1. The AASHTO LRFD Bridge Design Specifications, latest edition with current interim specifications, except that timber members used for temporary lagging may be selected based on the table below. 2. The soil type as specified in the Plans or as determined from the geotechnical report prepared for the project. 3. The soil pressure diagram, either as shown in the Plans or as included in the geotechnical report prepared for the project, including the surcharge for temporary construction load when shown in the Plans. The Contractor shall submit the soldier pile wall lagging design working drawings and supporting design calculations to the Engineer for approval in accordance with Section 6-01.9. The submittal shall include, but not be limited to, the following: 1 2. Description of the material used for the lagging, including identification of applicable material specifications. Installation method and sequence. 3. If the lagging material is to be removed during or after installation of the permanent fascia, a description of how the lagging is removed witt�out disturbing or damaging the fascia, soldier piles, and retained soil, and a City of Federal Way Pacific Highway South HOV Lanes Phase IV ' � RFS �o-�03 � April 2010 Page 104 � �� � . � � .� STANDARD AMENDMENTS description of how, and with what materiai, the void left by the removal of lagging is to be filled. 4. For all cases, except with timber for temporary lagging, a description with appropriate details of how subsurface drainage is to be accommodated, either in accordance with Section 6-16.3(7) for timber lagging, Section f-15.3(7) for shotcrete facing, or other means appropriate for the geotechnical site conditions and approved by the Engineer for other lagging materials. Lagging materials and lagging installation methods that cause the build-up ofi, and prevent the relief of, pore water pressure will not be allowed. Free draining materials are defined as those materials that exhibit a greater permeability than the material being retained. Temporary lagging may be untreated timber conforming to the Section 9-09.2 requirements specified under Structures for timber lagging, or another material selected by the Contractor. � Timber for temporary lagging shall conform to the minimum actual thickness specified � in the table below for the soil type, exposed wall height, and ,lagging clear span as shown in the Plans. � � For exposed wall heights exceeding the limits in the table above, or where minimum rough cut lagging thickness is not provided, the Contractor shall design the lagging in accordance with the latest AASHTO LRFD Bridge Design Specifications with current interim specifications. � Table modified from FHWA document "Lateral Support Systems and Underpinning" (Report No. FHWA-RD-75-130) Notwithstanding the requirements of Section 1-06.1, steel materials used by the Contractor as temporary lagging may be used (second hand) provided that the use of such used (second handj steel materials shall be subject to visual inspec#ion and �pproval by the Engineer. For used (second hand) steel materials where the grade of � � City of Federal Way Pac'dic Highway South HOV Lanes Phase IV Pa9e 105 RFB �a�os Apri12010 �'� Soil Type as defined in Section 6-16.3(6)A STANDARD AMENDMENTS steel cannot be positively identified, the design stresses for the steel shail conform to the Section 6-02.3(17)B requirements for salvaged steel, regardless of whether rivets are present or not. � 6-16.3(6)C Permanent Lagging Permanent lagging, including timber, shall be as shown in the Plans. The use of the table in Section 6-16.3(6)B for the design of timber lagging for permanent lagging will not be allowed. 6-16.3(6)D Installing Lagging and Perman�nt Ground Anchors The excavation and removal of CDF and pumpable lean concrefe for the lagging installation shall proceed in advance of the lagging, and shall not begin untif� the CDF and pumpable lean concrete are of sufficient strength that the material remains in place during excavation and lagging installation. If the CDF or pumpable lean concrete separates from the soldier pile, or caves or spalls from around the soldier pite, the Contractor shall discontinue excavation and lagging installation operations until the CDF and pumpable lean concrete is completely set. The bottom of the excavation in front of the wall shall be level. Excavation shall conform to Section 2-03. For walls without permanent ground anchors, the bottom of excavation shall not be more than three feet below the bottom level of the lagging already installed, but in no case shall the depth of excavation beneath the bottom level of installed lagging be such to cause instability of the excavated face. For walls with permanent ground anchors, the bottom of excavation shall be not more than three feet below the permanent ground anchor level until all permanenf ground anchors at that level are installed and stressed, but in no case shall the depth of excavation beneath the permanent ground anchor level be such to cause instability of the excavated face. Any caving that occurs during excavation shall be backfilled with free draining material as approved by the Engineer. � � � � . � Installing, stressing, and testing the permanent ground anchors shall be in accordance with Section 6-17 and the construction sequence specified in the Plans. ' The lagging shall be installed from the top of the soldier pile proceeding downward. The lagging shall make direct contact with the soil. When and where lagging is nof in full contact with the soil being retained, either the lagging shall be wedged back to create contact or the void shall be filled with a free draining material as approved by the Engineer. When utilizing lagging in fill situations, the backfill layers shall be placed in accordance with Section 2-03.3(14) except that all layers shall be compacted to 90 percent of maximum density. 6-16.3(7) Prefabricated Drainage Mat The first paragraph is revised to read: For walls with concrete fascia panels, a four foot wide strip of prefabricated drainage mat shall be installed full height of the concrete fascia panel, centered between soldier pile flanges, unless otherwise shown in the Plans. City of Federal Way Pacific Highway South HOV Lanes Phase IV � � � � AFe io-�a; � � � Apri12010 Page 106 � � � � � � STANDARD AMENDMENTS 6 Measurement The third paragraph is revised to read: Lagging will be measured by the square foot area of lagging installed. The quantity wili be computed based on the vertical dimension from the highest lagging elevation to the lowest lagging elevation between each pair of adjacent soldier piles as the height dimension, and the center-to-center spacing of the soldier piles as the length dimension. 6-16.5 Payment The third bid item and the following paragraph is revised to read: "Lagging°, per square foot. All costs in connection with furnishing and installing lagging shall be included in the unit contract price per square foot for "Lagging", including design of temporary lagging, and filling voids behind the lagging with , a free draining material as approved by the Engineer. SECTION 6-17, PERMANENT GROUND ANCHORS January 7, 2008 6-17.3(8)B Performance Testing The fourth sentence in the fourth paragraph is revised to read: If the load hold is extended, the anchor movement shall be recorded at 20 minutes, 30, 40, 50, and 60 minutes. � 6-17.3(8)C Proof Testing The fourth sentence in the second paragraph is revised to read: If the load hotd is extended, the anchor movements shall be recorded at 20 minutes, 30, 40, 50, and 60 minutes. SECTION 7-02, CULVERTS December 1, 2008 7-02.2 Materials The third paragraph is revised to read: Thermoplastic culvert pipe includes solid watl PVC culvert pipe, profile wall PVC culvert pipe, and corrugated polyethylene culvert pipe. Solid wall PVC culvert pipe, profile wall PVC culvert pipe, and corrugated polyethylene culvert pipe are acceptable alternates for Schedule A or B culvert pipe. � i �� In the chart for Culvert Pipe Schedules, for Schedule B, 15' — 25', the references in the column for Thermoplastic PE or PVC for "PVC" are revised to "PE or PVC". City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 107 RFe �aios Apri12010 STANDARD AMENDMENTS SECTION 7-04, STORM SEWERS December 1, 2008 7-04.2 Materials In the chart for Storm Sewer Pipe Schedules, for Schedufe B, 15' — 25', in the column for PE, insert "Allowed". SECTION 7-05, MANHOLES, INLETS, CATCHBASINS, AND DRYWELLS August 3, 2009 7-05.2 Materials The referenced section for Precast Concrete Manhole is revised to 9-05.50(2). The referenced section for Precast Concrete Catch Basins is revised to 9-05.50(3). The referenced section for Precast Concrete Drywells is revised to 9-05.50(5). This section is supplemented with the following: Precast Concrete Inlets 9-05.50(4) SECTION 7-0T, CLEANING EXISTING DRAINAGE STRUCTURES August 3, 2009 7-07.3 Construction Requirements The last sentence of the first paragraph is revised to read: Existing drainage facilities shall be kept clean throughout the life of the project and be clean upon final acceptance of the Work. � This section is supplemented with the following: Material to be removed shall be disposed of in the following manner: 1. Structures specifically noted in the Contract that are suspected to contain contaminated sediment shall be disposed of at a licensed disposal facility. 2. While performing the Work, if drainage water and/or soil appear oily, exhibits an unusual color or odor, or if staining or corrosion is observed, the Contractor shall stop work and immediately notify the Engineer. Additional work necessary in handling materials shall be in accordance with Section 1- 04.4. 3. If sediment and water from structures does not meet the conditions described in 1 or 2 above, material may be placed in an upland area with no possibility of surface runoff to waters of the state, including wetlands. While performing the Work, the Contractor shall implement all necessary best management practices and measures to meet the condi#ions of Section 1-07.5. City of Federal Way ' RFB 10-103 Pacific Highway Soutt� Aprl 2010 HOV Lan� Phase IV • Page 108 � � � , � � � �� � � � STANDARD AMENDMENTS SECTION 8-01, EROSION CONTROL AND WATER POLLUTION CONTROL August 3, 2009 8-01.1 Description This section is revised to read: � This Work consists of furnishing, installing, maintaining, removing and disposing of � high visibility fence, and water pollution and erosion control items in acc�ordance with these Specifications and as shown in the Plans or as designated by the Engineer. 8-01.2 Materials � The following is inserted below the item "Erosion Control Devices 9.14.5": High Visibitity Fence 9-14.5 8-01.3(1) General The following is inserted at the beginning of this section: The Contractor shall install a high visibility fence along the site preservation lines shown in the Plans or as instructed by the Engineer. Post spacing and attachment of the fence fabric to the posts shall be as shown in the Plans. The fence shall not be fastened to trees. Throughout the life of the project, the Contractor shall preserve and protect the delineated area, acting immediately to repair or restore any fencing damaged or removed. The following is inserted at the beginning of the paragraph above the table: All sediment control devices including, but not limited to sediment ponds, perimeter silt fencing, or other sediment trapping BMP's shall be installed prior to any ground disturbing activity. � � � � 0 The first sentence in the eighth paragraph is revised to read: Erodible earth not being worked, whether at final grade or not, shall be covered within the following time period, using an approved soil covering practice: The ninth paragraph. is revised to read: If the Engineer, under Section 1-08.6, orders the Work suspended, the Contractor shall continue to control erosion, pollution, and runoff during the shutdown. 8-01.3(1)A Submittals The following is inserted after the first sentence: If modified, the Contractor's TESC Plan shall meet all requirements of Chapter 6-2 of the current edition of the WSDOT Highway Runoff ManuaL Ciry of Federal Way RFB 10-103 Pacific Highway South April 2010 HOV Lanes Phase IV Pa9e 109 � STANDARD AMENDMENTS 8-01.3(1)C Water Management The following is inserted at the beginning of this section: Unless site water is to be managed in accordance with the conditions of a waste discharge permit from a local �permitting authority, site water shall be managed as follows: Item 2. "Process Wate�' is supplemented with the following new first paragraph: High pH process water or wastewater (non-stormwater) that is generated on-site, including water generated during concrete grinding, rubblizing, washout, and hydrodemolition activities, shall not be discharged to waters of the state including wetlands. Water may be infiltrated upon the approval of the Engineer. Off-site disposal of concrete process water shall be in accordance with Standard Specificatio.n 5- 01.3(11). ' 8-01.3(1)D DispersioMnfilitration This section is revised to read: Water shall be conveyed only to dispersion or infiltration areas designated in the TESC Plan or to sites approved by the Engineer. Water shall be conveyed to designated dispersion areas at a rate that if runoff leaves the area and enters waters of the State, turbidity standards are achieved. Water shall be conveyed to designated infiltration areas at a rate that does not produce surface runoff. • 8-01.3(2)D Mulching The second paragraph is supplemented with the following: Wood strand mulch shall be applied by hand or by straw blower. 8-01.3(2)E Tacking Agent and Soil Binders The second sentence in the fourth paragraph is revised to read: Pam may be reapplied on actively worked areas within a 48-hour period. 8 Wattle Check Dam The reference to Section 8 is revised to Section 9 8 Compost Sock The last paragraph is deleted. 8-01.3(13) Temporary Curb The first paragraph is revised to read: � � � Temporary curbs may consist of asphalt, concrete, sand bags, compost socks, wattles, or geotextile/plastic encased berms of sand or gravel, or as approved by the Engineer. City of Federal Way P�i�c Highway South HOV Lanes Phase IV R� �a�ai � April 2010 Page 110 _ � � ' � � � � � STANDARD AMENDMENTS 8-01.4 Measurement This section is supplemented with the following: High visibility fence wiil be measured by the linear foot along the ground line of the completed fence. 8-01.5 Payment This section is supplemented with the following: "High Visibility Fence", per linear foot. The unit contract price per linear foot for "High Visibility Fence" shall be full pay for all costs to obtain, install, maintain, and remove the fence as specified. Once removed, the fencing shall remain the property of the Contractor. SECTION 8-02, ROADSIDE RESI'ORATION April 7, 2008 8-02.3(3) Planting Area Weed Control The second paragraph is deleted. This section is supplemented with the following: Weed barrier mats shall be installed.as shown in the Plans. Mats shall be 3-feet square and �shall be secured by a minimum of 5 staples per mat. Mats and staples shall be installed according to the manufacturer's recommendations. SECTION 8-04, CURBS, GUTTERS, AND SPILLWAYS January 7, 2008 8-04.5 Payment The bid items "Roundabout Truck Apron Inner Cement Conc. Curb" and "Roundabout Truck Apron Outer Cem. Conc. Curb and Gutter" are revised to read: "Roundabout Central Island Cement Concrete Curb", per linear foot. ' "Roundabout Truck Apron Cem. Conc. Curb and Gutte�', per linear foot. This section is supplemented with the following new bid item; "Roundabout Truck Apron Cement Concrete Curb", per linear foot. SECTION 8-07, PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB August 3, 2009 8-07.2 Materials Paint Formulas General and the referenced section are revised to read: Paint , City of Federal Way Pacific Highway South HOV Lanes Phase IV 9-08.1 Page 111 RFB 10�1A3 Aprf12010 � STANDARD AMENDMENTS SECTION 8-08, RUMBLE STRIPS August 3, 2009 8-08.3 Construction Requirements The third paragraph is revised to read: The traveled lanes shall be kept free of cuttings and other construction debris at ali times. All cuttings, grinding debris, dust, and other loose materials shall become the property of the Contractor and upon completion of rumble strip grinding shall be immediately removed and disposed of outside the project limits. Cuttings and other debris shali not be allowed to enter any waterways. The fourth paragraph is revised to read: When shown in the Plans, the rumble strips shall be fog sealed in accordance with the requirements of Section 5-02.3 following the completion of the rumble strip. All pavement markings, junction boxes, drainage structures, and similar objects shall not be fog sealed. 8-08.4 Measurement The reference to Section 5-04.4 in the second paragraph is revised to Section 5-02.4. 8-08.5 Payment The reference to Section 5-04.5 in the payment statement for Fog Sealing is revised to Section 5-02.5. � SECTION 8-11, GUARDRAIL August 3, 2009 8-11.3(1)C Erection of Rail The fourth sentence in the first paragraph is revised to read: Except in Weathering Steel Beam Guardrail, all holes shall be painted with 2 coats of paint conforming to Section 9-08.1(2)B. 8 Removing f uardrail and Guardrail Anchor The following is inserted after the third sentence in the first paragraph: The embedded anchors attaching guardrail posts and guardrail terminal sections specified for removal to existing concrete Structures shall be removed a minimum of one inch beneath the existing concrete surtace. Th� void left by removal of the embedded anchors shall be coated with epoxy bonding agent and filled with grout. The epoxy bonding agent shalt be Type II conforming to Section 9-26.1 with the grade and class as recommended by the epoxy bonding agent manufacturer and as approved by the Engineer. The grout shall consist of cement and fine aggregate mixed in the proportions to match the color of the existing concrete surface as near as practicable. City of Federal Way Pacific Highway South HOV Lanes Phase IV �� �' � � � � .� � RFB �a�os � Apri12010 Page 112 � � DARD AMENDMENTS STAN �� � � •� 8-11.3(5) Raising Guardrail The fourth sentence in the second paragraph is revised to read: When existing guardraii posts are galvanized steel, the new drill holes shali be painted with 2 coats of paint conforming to Section 9-08.1(2)B. SECTION 8-12, CHAIN LINK FENCES AND WIRE FENCE August 3, 2009 8-12.3(1)A Posts Ali references to `Type 3 fence" in the second and third paragraphs are revised to read "Type 3 and Type 4 fences". The first sentence in the eighth paragraph is revised to read: Gate and pull posts shall be braced to the adjacent brace, end, or comer post(s) in the manner shown in the Standard Plans. The tenth paragraph is revised to read: All posts for chain link fence Types 1 and 6 shall be fitted with an approved top cap designed to fit securely over the post to support the top rail. All round posts for chain link fence Types 3 and 4 shall have approved top caps fastened securely to the posts: The base of the top cap fitting for round posts shall feature an apron around the outside of the posts. 8-12.3(1)C Tension Wire This section including title is revised to read: 8-12.3(1)C Tension Wire and Tension Cable Tension Wires shall be attached to the posts as detailed in the Standard Plans or as approved by the Engineer. Tension Cables shall be installed in accordance with Section 8-25.3(5). 8-12.3(1)D Chain Link Fabric The following new paragraph is inserted in front of the first paragraph: Attach th� chain link fabric after the cables and wires have been properly tensioned and/or the top rait has been installed. The third and fourth sentences in the third paragraph are revised to read: �J � Fastening to posts shall be with tie wire, metal bands, or other approved method attached at 14-inch intenrals. The top and bottom edge of the fabric shall be fastened with tie wires to the top rail, and with hog rings to the tension cable or top and bottom tension wires as may be applicable, spaced at 24-inch intervals. Ciiy of Federal Way RFB 10-103 Pacific Highway South April 20t0 HOV Lanes Phase N Paae 113 STANDARD AMENDMENTS 8-12.3(1)E Chain Link �ates The second sentence in the second paragraph is revised to read: The clean areas shall then be painted with 2 coats of paint conformir�g to Section 9- 08.1(2)B. SECTION 8-14, CEMENT CONCRETE SIDEWALKS August 3, 2009 &14.3(3) Placing and Finishing Concrete The reference to "Federal Standard 595a" in the first sentence of the sixth paragraph is revised to read "Federal Standard 595". SECTION 8-15, RIPRAP April 7, 2008 8-15.3(1) Excavation for Riprap The second sentence of the first paragraph is revised to read: Excavation below the level of the intersection of the slope to be protected and the adjacent original ground or the channel floor or slope shall be classified, measured, and paid for as channel excavation or ditch ezcavation in accordance with Section 2- 03. 8-15.4 Measurement The following new paragraph is inserted to follow the fifth paragraph. Channel excavation will be measured by the cubic yard as specified in Section 2-03. The si�h paragraph is revised to read: Ditch excavation will be measured by the cubic yard as specified in Section 2-03. The reference to Section 2-10 in the seventh paragraph is revised to Section 2-03. 8 Payment The bid item "Filter Blanket" is supplemented with the following: The unit price for "Filter BlankeY' shall be full payment for all costs incurred to perform the work in Section 8-15.3(7). This section is supplemented with the following: �� � � � � "Channel Excavation", per cubic yard. "Channel Excavation Incl. HauP, per cubic yard. "Ditch Excavation Incl. Haul", per cubic yard. Payment for "Channel Excavation", "Channel Excavatian Incl. Haul�, "Ditch Excavation and "Ditch Excavation Incl. Haul" is described in Section 2-03.5. Clty of Federal Way Pacific Highway South HOV Lanes Phase IV RFB 10-103 � Apri12010 Page 114 � � � STANDARD AMENDMENTS SECTION 8-20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL August 3, 2009 8-20.1 Description The first paragraph is reVised to read: This Work consists of fumishing, installing and field testing all materials and equipment necessary to complete in place, fully functional system(s) of any or all of the fotlowing types including modifications to an existing system all in accordance with approved methods, the Plans, the Specia( Provisions and these Specifications: 1. Traffic Signal System 2. Illumination System 3. Intelligent Transportation System 8-20.3(1) General The following new paragraph is inserted after the fifth paragraph: � The embedded anchors attaching existing electrical, illumination, and traffic signal systems specified for removal to existing concrete Structures shall be removed a minimum of one inch beneath the existing concrete surface. The void left by removal of the embedded anchors shall be coated with epoxy bonding agent and filled with grout. The epoxy bonding agent shall be-Type �I�conforming to Section 9-26.1 with the grade and class as recommended by the epoxy bonding agent manufacturer and as approved by the Engineer. The grout shall consist of cement and fine aggregate mixed in the proportions to match the color of the existing concrete surface as near as practicable. 8-20.3(4) Foundations The fifth paragraph is revised to read: � � Where soil conditions are poor, the Engineer may order the Contractor to extend the foundations shown in the Plans to provide additional depth. Such additional Work will be paid for according to Section 1-04.4. 8-20.3(5) Conduit This section is revised to read: Installation of conduit shall conform to appropriate articles of the Code and these Specifications. � � The size of conduit used shall be as shown in the Plans. Conduits smaller tMan 1-inch electrical trade size shall not be used unless ofherwise specified, except that grounding conductors at service points may be enclosed in �/2-inch diameter conduit. Conduit between light standards, PPB, PS or type 1 poles and the nearest junction box. shall be the diameter specified in the Plans. Larger size conduit is not allowed at these locations. At other locations it shall be the option of the Contractor, at no expense to City of Federal Way RFB 10-103 Pacific Highway South Apri12010 HOV Lanes Phase IV ' Pa9e 115 STANDARD AMENDMENTS the Contracting Agency, to use larger size conduit if desired, and where larger size conduit is used, it shall be for the entire length of the run from outlet to outiet. Reducing couplings will not be permitted. The ends of all conduits, metallic and non-metallic shall be reamed to remove burrs and rough edges. Field cuts shall be made square and true. Slip joints or running threads will not be permitted #or coupling metallic conduit; however, running threads will be permitted in traffic signal head spiders and RGS outerduct. When installing rigid galvanized steel conduit and standard coupling cannot be used, an approved 3-piece coupling shall be used. Conduit fittings and couplings for steel conduit shall be cleaned first and then painted with one coat of paint conforming to Section 9-08.1(2)B. The paint shall have a minimum wet film thickness of 3 mils. The painted coating shall covec. the entire coupling or fitting. The threads on all metallic conduit shall be rust- free, clean and painted with colloidal copper suspended in a petroleum vehicle before couplings are made. All metallic couplings shall be tightened so that a good electrical . connection will be made throughout the entire length of the conduit run. If the conduit has been moved after assembly, it shall be given a final tightening from the ends prior to backfilling. Non-metallic conduit shall be assembled using the solvent cement specified in Section 9-29.1. Where the coating on galvanized conduit has been . damaged in handling or installing, such damaged areas shall be thoroughly painted with paint conforming to Section 9-08.1(2)B. Conduit ends shall be capped (do not glue non metallic caps). Metallic conduit ends shall be threaded and capped with standard threaded conduit caps until wiring is started. When conduit caps are removed, the threaded ends shall be provided with approved conduit bushings or end bells (do not glue in place) for nonmetallic conduit. Conduit stubs from controller cabinet foundations shall extend to the nearest junction box in that system. Metallic conduit bends, shall have a radius consistent with the requirements of Article 344.24 and other articles of the Code. Where factory bends are not used, condui# shall be bent, using an approved conduit bending tool employing correctly sized dies, without crimping or flattening, using the longest radius practicable. Nonmetallic conduit bends, where allowed, shall conform to Article 352.24 of the Code. Eighteen-inch radius elbows shall be used for PVC conduit of 2-inch nominal diameter or less. Standard sweep elbows shall be used for PVC conduit with greater than 2-inch nominal diameter unless otherwise specified in the Plans. In nonmetallic conduit less than 2-inch nominal diameter, pull ropes or flat tapes for wire installation shall be not less than �/a inch diameter or width. In nonmetallic conduit of 2-inch nominal diameter or larger, pull ropes or flat tapes for wire installation shall be not less than � inch diameter or width. Conduit shall be laid so that the top of the conduit is a minimum depth of: 1. 24-inches below the bottom of curb in the sidewalk area. 2. 24-inches below the top of the roadway base. City of Federal Way PaciNc Highway South HOV Lanes Phase IV Pa�e � � s RFS �a�oa � Apri12010 � � � STANDARD AMENDMENTS 3. 48-inches below the bottom of ties under raiiroad tracks unless otherwise specified by the railroad company. 4. 24-inches below the finish grade in all other areas. �� Rigid galvanized" steel conduit shall be installed at the following locations: 1. 2. Within railroad right of way; All pole risers, except when as otherwise required by owning utilities; 3. All surface mounted conduit, with the exception of electrical service utility poles. 4. All runs within slip form structures. Coupfings in cabinet foundations shall be PVC schedule 40. The stub-outs above the couplings shall be PVC end, bell bushings. The schedule 40 section of PVC between the coupling and end bell bushing shall be installed without glue. � . � � �J Conduit runs, without innerduct, installed using the directional boring method, which. enter the traveled way or shoulders, shall be schedule 80 high density polyethylene (HDPE), schedule 80 PVC with mechanical couplings or rigid galvanized steel. Conduit runs, without innerduc#, installed using the directional boring method, which do not enter the traveled way and shoulders, shall be schedule 40 high density polyethylene (HDPE), schedule 40 PVC with mechanical couplings or rigid galvanized steeL Multi-cell conduit runs, installed outside the Traveled Way and Shoulders, when using the directional boring method shall have 4-inch PVC Schedule 40 outerduct with mechanical couplings or 4-inch rigid galvanized steel outerduct. The conduit shall be ' installed with four 1-inch smooth wall innerducts. � � � � � When HDPE conduit is used for directional boring, it shall be continuous, with no joints, for the full length of the bore. The conduit run shall be e�ended to the associated outlets with the same schedule HDPE or PVC conduit. Entry into associated junction box outlets shall be with the same schedule PVC conduit and elbows. The same requirements apply for extension of an existing HDPE conduit crossing. PVC conduit and elbows shall be connected to HDPE conduit with an approved mechanical coupling. The connection shall have a minimum pull out strength of 700 pounds. Prior to installation of a mechanical coupling, the HDPE conduit shall first be prepared witfi a clean, straight edge. A water based pulling lubricant may be applied to the threaded end of the mechanical coupling before installation. Solvent cement or epoxy shall not be used on the threaded joint when connecting the HDPE conduit to the mechanical coupling. The mechanical coupling shall be rotated unfil the HDPE conduit seats approxirnately 3 /a of the distance into the threaded coupling depth. City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 117 RFB 10-103 Aprit 2010 STANDARD AMENDMENTS For PVC instaliation through a directional bore, the PVC shall be in rigid sections assembled to form a water tight beil and spigot type mechanical joint with a solid retaining ring around the entire circumference of the conduit installed per the manufacturer's recommendations. The conduit run shall be extended beyond the length of the bore, to the associated outlets with the same mechanical coupled PVC or with standard PVC conduit of the same schedule. The same requirements apply for extension of an existing PVC conduit Roadway crossing. Liquid tight flexible metal conduit is allowed only at locations called for in the Plans. At all other locations, conduit shall be PVC or rigid galvanized steel and the same type of conduit shall be used for the entire length of the run, from outlet to outlet. Standard PVC conduit shall be connected with medium grade gray solvent applied per the manufacturer's recommendations. Where nonmetallic conduit is installed, care shall be used in excavating, installing, and backfilling, so that no rocks, wood, or other foreign material will be left in a position to cause possible damage. When PVC conduit is installed by a method other than directional boring, conduit shall be, schedule 40 with the exception that PVC conduit within the traveled way or shoulders and service lateral runs shall be schedule 80. � Metallic and nonmetallic conduit installation shall include equipment grounding conductor �and shall conform to requirements noted in the Standard Plans. Conduit shall be placed under existing pavement by approved directional boring, jacking or drilling methods, at locations approved by the Engineer. The pavement shall not be disturbed unless allowed in the Plans, or with the approval of the Engineer in the event obstructions or impenetrable soils are encountered. Where boring with casing is called for the casing shall be placed using an auger inside of the casing to remove the soil as the casing is jacked forward. The auger head shall proceed no more than 4-inches ahead of the pipe being jacked. Boring operations shall be conducted to prevent caving ahead of the pipe. Installed casing pipe shall be free from grease, dirt, rust, moisture and any other deleterious contaminants. The space between the conduit and casing shall be plugged with sand bags and a grout sea! 12-inches thick at each end of the casing. Casing abandoned due to an encountered obstruction shall be grout sealed in the same manner. Grout shall obtain a minimum of 4000-PSI compressive strength at 7-days. In lieu of sand bags and grout, unopened of prepackaged concrete may be used to seal the casing. Material shall not be removed from the boring pit by washing or sluicing. All joints shall be welded by a Washington State certified welder. Welding shall conform to AWS D 1.1-80 Structural Welding Code, Section 3, Workmanship. Ciiy of Federal Way Pacific Highway South HOV Lenes Phase IV ' Pa9e 118 � � � � � � � � � RFB 10-103 � Aprl! 2010 � � � �` � ''� � � � � � � � � � � � � STANDARD AMENDMENTS Directional boring for electrical instailations shall be supervised by a licensed electrical contractor in accordance with Section 8-20.1(1). Where directional boring is callsd for, conduit shall be installed using a surface launched, steerable drilling tool. Drilling shall be accomplished using a high-pressure fluid jet toolhead. The drilling fluid shall be used to maintain the stability of the tunnel, reduce drag on the conduit and provide backfill between the conduit and tunnel. A guidance system that measures the depth, lateral position and roll shall be used to guide the toolhead when creating the pilot hole. Once the pilot hole is established a reamer and swivel shall be used to install the conduit. Reaming diameter shall not exceed 1.5 times the diameter of the conduit being installed. Conduit that is being pulled into the tunnel shall be installed in such a manner so the conduit is not damaged during installation. The pullback force on the conduit shall be controlled to prevent damage to the conduit. A vacuum spoils extraction system shall be used to remove any excess spoils generated duting the installation. Excess drilling fluid and spoils shall be disposed of. The method and location used far disposal of excess drilling fluid and spoils shall be subject to the Engineers approval. • Drilling fluid returns (caused by fracturing of formations) at locations other than the entry and exit points shall be minimized. Any drilling fluid that surfaces through fracturing shall be cleaned up immediately. Mobile spoils removal equipment capable of quickly removing spoils from entry or exit pits and areas with returns caused by fracturing shall be used as necessary during drifling operations. Bore pits shall be backfilled and compacted in accordance with Section 2-09.3(1)E. Directional boring, and jacking or drilling pits shall be kept 2-feet from the edge of any type of pavement wherever possible. Excessive use of water that might undermine the pavement or soften the Subgrade will not be permitted. When approved by the Engineer, small test holes may be cut in the pavement to locate obstructions. When the Contractor encounters obstructions or is unable to install conduit because of soil conditions, as determined by the Engineer, additional Work to place the conduit will be paid in accordance with Section 1-04.4. When open trenching is allowed, trench construction shall conform to the following: 1. The pavement shall be sawcut a minimum of 3-inches deep. The cuts shall be parallel to each other and extend 2-feet beyond the edge of the trench. 2. 3. Pavement shall be removed in an approved manner. Trench depth shall provide 2-feet minimum cover over conduits. 4. Trench width shall be 4-inches or the conduit diameter plus 2-inches, whichever is larger. 5. Trenches located within paved Roadway areas shall be backfilled with Controlled density fill (CDF) meeting the requirements of Section 2-09.3(1)E. The controlfed density fill shall be piaced level to, and at the bottom of the existing pavement. The pavement shall be replaced with paving mate�al tMat matches the existing pavement. Ciiy of Federal Way Pacific Highway South HOV Lanes Phase IV Page 119 RFe �o-�ai Apri12010 STANDARD AMENDMENTS On new construction, conduit shall be placed prior to placement of base course pavement. Conduit terminating in foundations shall extend a maximum of 2-inches above the foundation vertically including grounded end bushing or end beli. Conduit stub-outs within cabinet foundations shall be placed so that they do not interfere with cabinet installation. Modification of the cabinet to accommodate the stub-out placement is not allowed. Conduit entering through the bottom of a junction box shall be located near #he end walls to leave the major portion of the box clear. At all outlets, conduit shall enter from the direction of the run, terminating 6 to 8-inches below the junction box lid and within 3-inches of the box wall nearest its entry location. Galvanized rigid steel conduit entering cable vaults shall extend 2-inches for the installation of grounded end bushing and bonding. PVC or HDPE conduit entering cable vaults and pull boxes shall terminate flush with the inside walls of the Structure. All conduit ends shall be terminated with termination kits. Steel conduit entering concrete shall be wrapped in 2-inch wide pipe wrap tape with a minimum 1-inch overlap for 12 inches on each side of the concrete face. Pipe wrap tape shall be installed per the manufacturer's recommendations. Innerduct conduit ends shall be terminated with termination kits. Galvanized rigid steel conduit ends shall be terminated with grounded end bushings. PVC conduit ends shall be terminated with end bell bushings. Fittings shall be installed in accordance with the current electrical cades. All covered underground conduit shall be cleaned with an approved sized mandrel and blown out with compressed air prior to pulling wire. Conduits installed for future use shall be prepared according to this Section. After final assembly in place, the canduit shall be blown clean with compressed air. Then, in the presence of the Engineer, a cleaning mandrel correctly sized for each size of conduit shall be pulled through to ensure that the conduit has not been deformed. As soon as the mandrel has been pulled through, both ends of the conduit shall be sealed with conduit caps. All conduits scheduled for future use shall originate in a foundation or junction box as detailed in the Plans and terminate in a junction box. All equipment grounding conductors, and the bonding conductor for metallic conduits shall be bonded in all junction boxes in accordance with Section 8=20.3(9). Where surface mounting of conduit is required, supports shall consist of channel with clamps sized for the conduit. Support spacing shall comply with the Code, with the exception that spacing of channel supports for conduit shall not exceed 5-feet. � � � � � � � , � � The minimum distance between adjacent clamps and between the clamp and the end of the channel supports shall be 1-inch. Channel supports shall be installed with stops, to prevent clamps from sliding out of the ends. Existing conduit in place scheduled to City of Federal Way Pacific Highway South HOV Lanes Phase IV RFe �a�os � Apr112010 Page 120 j� �J � ' � STANDARD AMENDMENTS receive new conductors shall have any existing conductors removed and a cleaning mandrel sized for the conduit shall be pulled through. Ail conduits attached to or routed within bridges, retaining walls, and other concrete structures, shall be equipped with approved expansion, deflection, and or combination expansion/deflection fittings at all expansion joints and at all other joints where structure movement is anticipated, including locations where the Contractor, due to construction method, installs expansion and/or construction joints with movement. All conduit fittings shall have movement capacity appropriate for the anticipated movement of the structure at the joint. Approved deflection fittings shall also be installed at the joint between the bridge end and the retaining wall end, and the transition from bridge, wall or other concrete structure to the underground section of conduit pipe. Conduit runs shown in the Plans are for Bidding purposes only and may be changed, with approval of the Engineer, to avoid obstructions. Where conduit with innerduct is installed a maximum of 1000-feet of continuous open trench will be allowed, unless otherwise approved by the Engineer. All conduit with innerduct exposed above grade level, or on any elevated Structures, or as noted in the Plans shall be galvanized rigid steel conduit. � � - � Detectable underground warning tape shall be placed 12-inches above all conduit that contains fiber op#ic cable and all conduits identified to contain future fiber optic cable unless otherwise detailed in the Plans. Detectable underground warning tape shall extend 2-feet into boxes. Splicing shall be per the tape manufacturer's recommended materials and procedures. The warning tape shall be polyethylene with a metallic backing. The polyethylene shall have a minimum 4-mils thicknesses and be 3-inches wide. The polyethylene shall be orange in color and printed in black with the words conveying message of Fiber Optic Cab.le Buried Below. Location 14 AWG" stranded orange USE insulated wire shall be placed in continuous � lengths directly above all non metallic conduit that contains fiber optic cable and all conduits identified to contain future fiber optic cable unless otherwise detailed in the plans. Location wire shall extend 8 feet into boxes. Coil and secure location wire at � the entrance and exit points of all boxes. Splices shall be crimped using a non- insulated butt splice, soldered and covered with moisture blocking heat shrink. I � � � � � � After final assembly in place, all innerducts shall be blown clean with compressed air. Then, in the presence of the Engineer, a cleaning mandrel, correctly sized for the innerduct, shall be pulled through to ensure that the conduit has not been deformed. As soon as the mandrel has been pulled through, a 200-Ib. minimum tensile strength pull string shall be installed in each innerduct and attached to duct plugs at both ends of the innerduct. At all innerduct conduit terminus points, including those in cable vaults and pull boxes, removable and reusable mechanical plugs shall be employed as follows: 1. Outerduct conduits shall be plugged using a quadplex expansion plug inside the conduit around the innerduct. City of Federal Way Pacific Highway South HOV Lanes Phase IV Pa9e 121 RFB 10-103 Apri12010 STANDARD AMENDMENTS 2. Duct plugs shall be instailed in ali unused innerducts (those that are specified as empty) at the time of conduit installation. 3. Duct plugs shall be installed in all used innerducts (as specified in the Plans) at the time of conduit installation, unless cable pulling for those innerducts will commence within 48-hours. Innerduct containing 1-cable shall be plugged using an expandable split piug. Innerducts with multiple cables shall be sealed with self-expanding waterproof foam. The waterproof foam shall not be placed more than 2-inches into the innerduct. 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes The third paragraph is revised to read: Adjustments involvin� raising or lowering the junction boxes shall require conduit modification if the resultant clearance befinreen the top of the conduit and the junction box lid becomes less than 6-inches or more than 10-inches in accordance with the Plans. 8 20.3(8) Wiring The following new paragraph is inserted after the third paragraph: All termination for traffic signal control systems shall follow the conductor sequence ; color code as shown in the following table. . Conductor Color Code Color Trace Use Number 1 R Red Red or pon't Walk 2 � O Orange Yellow or Spare 3 G Green Green or Walk 4 W White Neutral 5 B Black Ped Call or Spare 6 Wb White/Black Neutral or Spare 7 BI Blue Ped Call or Spare 8 Rb Red/Black Red or pon't Walk 9 Ob range/Blac Yellow or Spare 10 Gb GreeNBlack Green or Walk Ctty of Federal Way Pacific Highway South HOV Lanes.Phase IV Page 122 RFB 10-103 Apd12010 � ' � � , � � � � r � i � ' STANDARD AMENDMENTS The first sentence in the f'rfth paragraph is deleted and replaced with the following: Quick disconnect connectors shall be installed in the base of ali poles supporting a luminaire. Every conductor above ground potential shall be served by a fused quick disconnect kit. Every conductor at ground potential shall be served by an unfused quick disconnect kit. � �I :, L�J � The sixth paragraph is revised to read: Pole and bracket cable meeting the requirements of Section 9-29.3(2)D shaA be installed between the quick disconnects and the luminaire and between the sign light hand hole and the isolation switch. In addition the conductors from the isalation switch and the sign light shall be minimum AWG 14 meeting the requirements of Section 9- 29.3(2)A or 9-29.3(2)B. Pole and bracket cable jacket shall be removed from the quick disconnect to within 2-inches below the support bracket clamp. 8-20.3(9) Bonding, Grounding The second sen#ence in the second paragraph is revised to read: Bonding jumpers and equipment grounding conductors meeting the requirements of Section 9-29.3(2)A.3 shall be minimum AWG 8 installed in accordance witki the NEC. LJ �� u 8-20.3(13)A Light Standards Under the fourth paragraph, the third sentence of item 1. is revised to read: Paint conforming to Section 9-08.1(2)B shall be applied to the cut conduit that has been threaded. 8-20.3(13)D Sign Lighting This section is revised to read: Sign illumination equipment shall include fixtures, brackets, conduit, electrical wire, and other material required to make the sign lighting system operable. • Sign illumination fixtures shall be fused according to the table in Section 9-29.7. LJ � � � � 8-20.3(13)E Sign Lighting Luminaires The first paragraph is deleted. 8-20.4 Measurement The first paragraph is revised to read: When shown as lump sum in the Plans or in the Proposal as illumination, intelligent transportation, or traffic signal system no specific unit of ineasurement will apply, but measurement will be for the sum total of all items for a complete system to be furnished and installed. , Gty of Federal Way RFB 10-103 Paciflc Highway South Apri12010 HOV Lanes Phase IV Page 123 STANDARD AMENDMENTS 8 Payment � The bid item "Traffic Data Accumulation and Ramp Metering System _" is deleted and replaced with the following: "Intelligent Transportation System ", lump sum. The first sentence of the paragraph following the bid item `Traffic Signal System_" lump sum, is revised to read: The lump sum Contract price for "Illumination System, ", `Traffic Signai System ", "Intelligent Transportation System ", shali be full pay for the construction of the complete electrical system, modifying existing systems, or both, including sign lighting systems, as described above as shown in the Plans and herein 'specified including excavation, backfilling, concrete foundations, conduit, wiring, restoring facilities destroyed or damaged during construction, salvaging existing materials, and for making all required tests. SECTION 8-21, PERMANENT SIGNING August 3, 2009 8-21.3(4) Sign Removal The following two new paragraphs are inserted after the first sentence in the first paragraph: � � Sign Structures shall include sign bridges, cantilever sign Structures, bridge mounted sign brackets, and any other sign mounting structure shown in the Plans to be removed by the Contractor. The embedded anchors attaching signs and sign Structures specified for removal to existing concrete Structures shall be removed a minimum of one inch beneath the existing concrete surface. The void left by removal of the embedded anchors shall be coated with epoxy bonding agent and filled with grout. The epoxy bonding agent shall be Type II conforming to Section 9-26.1 with the grade and class as recommended by the epoxy bonding agent manufacturer and as approved by the Engineer. The grout shall consist of cement and fine aggregate mixed in the proportions to match the color of the existing concrete surtace as near as practicable. 8 Bases This section including title is revised to read: 8 Foundations The excavation and backfill shall be in conformance with the requirements of Section 2-09.3(1)E. Where obstructions prevent construction of planned foundations, the Contractor shall construct an effective foundation satisfactory to the Engineer. The bottom -of concrete foundations shall rest on firm ground. If the portion of the foundation beneath the existing ground line is formed or cased instead of being cast against the existing soil forming the sides of the excavation, then all gaps between the City of Federal Way Pacific Highway South HOV Lanes Phase IV � � � � �• , � � � � � LJ � LJ RFB 10-103 � Apri12010 Page 124 �� � C' STANDARD AMENDMENTS existing soil and the completed foundation shall be backfilled and compacted in accordance with Section 2-09.3(1)E. Foundations shall be cast in one operation where practicable. The exposed portions shall be formed to present a neat appearance. Class 2 surface finish sha11 be applied to exposed surfaces of concrete in accordance with the requirements of Section 6- 02.3(14)B. , , Where soil conditions are poor, the Engineer may order the Contractor to extend the foundations shown in the Plans to provide additional depth. Such additional work will be paid for according to Section 1-04.4. Forms shall be true to line and grade. Tops of foundations for roadside sign structures shall be finished to ground line, unless otherwise shown in the Plans or directed by the Engineer. Tops of foundations for sign bridges and cantilever sign structures shall be finished to the elevation shown in the Plans. Both forms and ground which will be in contact with the concrete shall be thoroughly moistened before placing concrete; however, excess water in the foundation excavation will not be permitted. Forms shall not be removed until the concrete has set at least three days. All forms shall be removed, except when the Plans or Special Provisions specifically allow or require the forms or casing to remain. Foundation concrete shall conform to the requirements for the specified class, be cast- in-place concrete and be constructed in accordance with Section 6-02.2 and 6-02.3. I � � � � � ' I � I , Sign structures shall not be erected on concrete foundations until foundations have attained a compressive strength of 2,400 psi. In addition to the basic requirements, sign bridges and cantilever sign structures shall be installed in accordance with the following: 1. Tops of foundations for sign bridges and cantilever sign structures shall be finished to the elevation shown in the Plans. 2. Steel reinforcing bars shall conform to Section 9-07. 3. Concrete shall be Class 4000, except as otherwise specified. Where water is present in the shaft excavations for Type 1 foundations for sign bridges and cantilever sign structures, the shaft concre#e shall be �lass 4000P placed in accordance with Section 6-02.3(6)B. 4. All bolts and anchor bolts shall be installed so that fwo class full threads extend beyond the top of the top heavy-hex nut. Anchor boits shall be installed plumb, plus or minus 1 degree. 5. Plumbing of sign bridges and cantilever sign structures shall be accomplished by adjusting leveling nuts. Shims or other similar devices for plumbing or raking will not be permitted. City of Federal Way RFB 10-103 Pacific Highway South April 2010 HOV Lanes Phasa IV Pa�e 125 STANDARD AMENDME�T� 6. The top heavy-hex nuts of sign bridges and cantilever sign structures shall be tightened in accordance with Section 6-03.3(33), and by the Turn-Of-Nut Method to a minimum rotation of 1/4 turn and a maximum of 1/3 turn past snug tight. Permanent marks shall be set on the base plate and nuts to indicate nut rotation past snug tight. In addition to the basic requirements, roadside sign structures shall be installed in accordance with the following: 1. Tops of foundations shall be finished to final ground line, unless otherwise shown in the Plans or staked by the Engineer. 2. Spiral reinforcing shall conform to AASHTO M32. All otMer steel reinforcement shall conform to the requirements of Section 9-07. 3. . Concrete shall be Class 3000. 4. The assembly and installation of all Type TP — A or B bases for roadside sign structures shall be supervised at all times by either a manufacturer's representative or an installer who has been trained and certified by the manufacturer of the system. If the supervision is provided by a trained installer, a copy of the installer certification shall be provided #o the Engineer prior to installation. 5. For all Type — A or B bases the Contractor shall attach four female anchors to a flat rigid template following the manufacturer's recommendations. The Contractor shall lower the anchor assembly into fresh concrete foundation and vibrate into position such that the tops of the anchor washers are flush with the finished top surface of the foundation. The Contractor shall support the template such that all anchors are level and in their proper positian. Slip base and hinge connection nuts of roadside sign structures shall be tightened using a torque wrench to the torque, and following the procedure,. specified in the Standard Plans. 8•21.3(9)G Identification Plates • The first and second sentences of this section are deleted. 8 Vacant This section is revised to read: 8-21.3(10) Sign Attachment Sign panels consisting of sheet aluminum or fiberglass reinforced plastic shall be attached or mounted to sign posts or sign structures as shown in the Standard Plans. Signs not conforming to the above, including all variable message sign (VMS) assemblies and other message board type assemblies, shall be attached or mounted to sign posts or sign structures by means of positive connections - defined as through- City of Federal Way RFB 10-103 Pacific Highway South April 2010 HOV Lanes Phase IV Page 126 � ' � ., � STANDARD AMENDMENTS boited connections. The use of clips or ciamps to accomplish the attachment or mounting of such signs and assemblies is prohibited. 8 Steel Sign Posts This section is revised to read: For roadside sign structures on Type - A or B bases, the Contractor shali use the following procedures and manufacturer's recommendations: 1. The couplings, special bolts, bracket bolts, and hinge connection nuts on all Type — A or B bases shall be tightened using the Tum-Of-Nut Tightening Method to a maximum rotation of 1/2 turn past snug tight. 2. The Contractor shall shim as necessary to plumb the steel sign posts. For roadside sign structures on all Type PL and SB slip bases, the Contractor shall use the following procedures: 1. The Contractor shall assemble the steel sign post to stub post with bolts and flat washers as shown in the Standard Plans. . � 2. Each bolt be tightened using a torque wrench to the torque, and following the procedures specified in the Standard Plans. • SECTiON 8-22, PAVEMENT MARKING April 6, 2009 8-22.3(2) Preparation of Roadway Surfaces This section is revised to read: All surfaces shall be dry, free of any loose debris and within the proper temperature range prior to striping. When required by the pavement marking manufacturer's installation instructions, remove pavement markings from pavement surfaces that will adversely affect the bond of new pavement markirag material to the roadway surface according to Section 8-22.3(6). Remove all other contaminants from pavement surfaces that may adversely affect the installation of new pavement markings by sandblasting, shot-blasting, or sweeping. Air blast the pavement with a high-pressure system to remove extraneous or loose materiaL Apply rnaterials to new HMA that is sufficiently cured according to the manufacturer's recommendations. Typically, Type D material applied to new HMA pavement requires a pavement cure period of 21 days. This cure period may be reduced 'rf the manufacturer performs a successful bond test and approves the reduction of the pavement cure period. For new Portland Cement Concrete surfaces remove curing compounds and laitance by an approved mechanical means. Air blast the pavement with a high-pressure I � I , City of Federal Way Pacific Highway South HOV Lanes Phase IV ' Page 127 RFB 10-103 April 2010 STANDARD AMENDMENTS system to remove extraneous or loose material. Apply materials to concrete that has reached a minimum compressive strength of 2,500 psi and that is sufficiently cured according to the manufacturer's recommendations. Typically, Type D material appiied to Portland cement concrete pavement requires a pavement cure period of 28 days. This cure period may be reduced if the manufacturer pertorms a successful bond test and approves the reduction of the pavement cure period. After the pavement surface is clean and dry, apply primer as recommended by the manufacturer to the area receiving the pavement markings. Apply the primer in a continuous, solid film according to the recommendations of the primer manufacturer and the pavement markings manufacturer. 8-22.3(3) Marking Appiication The content of this section is deleted. This section is suppiemented with the following new sub-sections 8 Marking Colors Lane line and right edge line shall be white in color. Center line and left edge line shall be yellow in color. Transverse markings shall be white, except as otherwise noted in the Standard Plans. 8-22.3(3)B Line Patterns Solid line — a continuous line without gaps. Broken line — a line consisting of solid line segments separated by gaps. Dotted line — a broken line with noticeably shorter line segments separated by noticeably shorter gaps. . 8-22.3(3)C Line Surfaces Flat Lines — Pavement marking lines with a flat surface. Profiled Marking — A profiled pavement marking is a marking that consists of a base line thickness and a profiled thickness which is a portion of the pavement marking line that is applied at a greater thickness than the base line thickness. Profiles shall be applied using the extruded method in the same application as the base tine. The profiles may be slightly rounded provided the minimum profile thickness is provided for the length of the profile. See the Standard Plans for the construction details. Embossed Plastic Line — Embossed plastic lines consist of a flat line with transverse grooves. An embossed plastic line may also have profiles. See the Standard Plans for the construction details. 8 Line Applications Surface line — a line constructed by applying pavement marking material directly to the pavement surface or existing pavement marking. Grooved line — A line constructed by grinding or saw cutting a groove into the pavement surface and spraying, extruding or gluing pavement marking material into City of Federal Way RFB 10-103 Pacific Highway Souih April 2010 HOV Lanes Phase IV Page 128 � � � � �� � � � , � , L� � � LJ� Ll J STANDARD AMENDMENTS the groove. Groove depth is measured verticaily from the bottom of a 2-foot or longer straight edge placed on the roadway surface� to the ground surface. The groove depth is dependent upon the material used, the pavement surface and location. See these Standard Specifications, the project Plans and Special Provisions. � 8-22.3(3)E Installation Apply pavement marking the following: � � , , ` �J � 1. 2. 3. 4. 5. 6. materiais to clean dry pavement surfaces and according to Place material according to the manufacture's recommendations; Place paraliel double lines in one pass; The top of pavement marking shali be smooth and uniform; Line ends shall be square and clean; Place pavement marking lines parallel and true to line; and, Place markings in proper alignment with existing markings. When applying paint, Type A or Type C material, ensure that both the pavement surface and the air temperature at the time of application are not less than 50°F and rising. When applying Type B or Type D material, ensure that both the pavement surface and the air temperature at the time of applic�tion are not less than 40°F and rising. Ensure that the Type A thermoplastic material meets the manufacturers temperature specifications when it contacts the pavement surface. Two applications of paint will be required to complete all paint markings. The second application of paint shall be squarely on top of the first pass. The time period befinreen paint applications will vary depending on the type of pavement and paint (low VOC waterborne, high VOC solvent, or low VOC solvent) as follows: � , ' Pavement Type Paint '�ype Time Period Bituminous Surface Low VOC Waterborne 4-hours min., Treatment 48-hours max. Hot Mix Asphalt Pavement Low VOC Waterborne 4-hours min., 30-days max. Cement Concrete Low VOC Waterborne 4-hours min., Pavement 30-days max. Bituminous Surface High and Low VOC Solvent 40 min. min., Treatment 48 hrs. max. Hot Mix Asphalt Pavement High and Low VOC Solvent 40 min. min., 30-days max. Cement Concrete High and Low VOC Solvent 40 min. min., Pavement 30-days max. ' �J ' Centerlines on 2-lane Highways with broken line patterns, paint or plastic, shall be applied in the increasing mile post direction so they are in cycle with existing broken City of Federal Way RFB 10-laii Pacific HighwaySouth April 2010 HOV Lanes Phase IV � Page 129 STANDARD AMENDMENTS line patterns at the beginning of the project. Broken line patterns applied to multi-lane or divided Roadways shall be applied in cycle in the direction of traveL Where paint is applied on centerline on two-way roads with bituminous surface treatment or centerline rumble strips, the second paint application shall be applied in the opposite (decreasing mile post) direction as the first application (increasing mile post) direction. This will require minor broken line pattem corrections for curves on the second application. 8-22.3(3)F Application Thickness Pavement markings shall be applied at the following base line thickness measured above the pavement surface or above the groove bottom for grooved markings in thousandths of an inch (mils): Marking Material Application HMA PCC BST roove pth Paint-first coat spray 10 10 10 Paint- second coat spray 15 15 15 Type A- flat/transverse & symbols extruded 125 125 . 125 Type A- flaUlong line & symbols spray 90 90 • 120 Type A- with profiles extruded 90 90 120 ' .Type A- embossed � extruded 160 160 160 Type A- embossed with profiles extruded 160 � 160 160 Type A= grooved/flat/long line extruded 230 230 230 50 Type B- flaUtransverse & symbols heat 125 125 125 fused � Type C-2 - flaUtransverse & symbols adhesive 90. 90 NA Type C-1 & 2-#IaUlong line adhesive 60 60 NA Type C-1 - grooved/flat/long line adhesive 60 60 NA 100 Type D- flaUtransverse & symbols spray 120 120 120 Type D- flat/transverse & symbols extruded 120 120 120 Type D- flaUlong line spray 90 90 120 Type D- flaUlong line extruded 90 90 120 Type D- profiled/long line extruded 90 90 120 Type D— grooved/fladlong line extruded 230 230 230 50 Liquid pavement marking material yield per gallon depending on thickness shall not exceed the following: 10 City of Federal Way Pacific Highway South HOV Lanes Phase IV ' Feet of 4" IineJgallon 483 Square 161 � ' � � � � � � , RFB 10-103 � April 2010 Pa9e 130 ' STANDARD AMENDMENTS 15 322 108 18 268 89 20 242 80 22 220 73 24 202 67 30 161 54 40 122 41 45 107 36 60 81 27 90 54 18 90 with profiles 30 10 120 40 13 120 with profiles 26 9 230 21 7 Solid pavement marking material (Type A) yieid per 50-pound.bag shall not exceed the foilowing: Mils thickness Feet of 4" line/50# bag Square feet/50# bag 30 - flat 358 120 45 - fiat - 240 80 60 - flat 179 60 90 - flat 120 � 40 90 - flat with profiles 67 23 120 - flat 90 30 120 - flat with profiles 58 20 125 - embossed 86 29 � 125 - embossed with 58 20 profiles 230- flat grooved 47 15 All grooved lines shall be applied into a groove cut or ground into the pavement. For Type A or Type D material the groove shall be cut or ground with equipment to produce a smooth square groove 4-inches wide. For Type C-1 material the groove shall be cut with equipment to produce a smooth bottom square groove with a width in accordance with the material manufacturer's recommendation. After grinding, clean the groove by shot blasting or a method approved by Engineer. Immediately before placing the marking material clean the groove with high pressure air. City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 131 RFB 10-103 Apri12010 0 STANDARD AMENDMENTS 8-22.3(3)A Glass beads This section is renumbered as follows: 8-22.3(3)G Glass Beads The second sentence in the second paragraph is revised to read: For plastic pavement markings, glass bead type and appiication rate shall be as recommended by the marking material manufacturer. 8-22.3(4) Tolerances for �ines This sec#ion is revised to read: Allowable tolerances for lines are as follows: Length of Line — The longitudinal accumulative error within a 40-foot length of broken line shall not exceed plus or minus 1-inch. The broken line segment shall not be less than 10 feet. Width of Line — The width of the line shall not be less than the specified line width or greater than the specified line width plus �/-inch Lane Width — the lane width, which is defined as the lateral width from the edge of pavement to the center of the lane line or between the centers of successive lane lines, shall not vary from the widths shown in the Contract by more than plus or minus 4- inches. ' Thickness — a thickness tolerance not exceeding plus 10-percent will be allowed for thickness or yield in paint and plastic material application. ' Parallel Lines — the gap tolerance between parallel lines is plus or minus �/�-inch. 8-22.3(5) Plastic Installation Instructions This section's title is revised to read: 8-22.3(5) Installation Instructions The following new sentences are inserted to follow the first sentence: The instructions shall include equipment requirements, approved work methods and procedures, material application temperature range, air and pavement surface temperature requirements, weather limitations, precautions, and all other requirements for successful application and material performance. Do not use materials with incomplete or missing instructions. SECTION 8-23, TEMPORARY PAVEMENT MARKINGS Apri16, 2009 City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 132 RFS �aios ' Apri12010 � ' � � STANDARD AMEND.MENTS 8-23.3(2) Beading and Tolerances This section's content is deleted. This section's title is revised to read: 5-23.3(2) Marking Application This section is supplemented with the following new sub-sections: 8-23.3(2)A Temporary Pavement Marking Paint Paint used for temporary pavement markings shall be applied in one application at a thickness of 15-mils or 108-square feet per gallon. Giass beads shall be in accordance with Section 8-22.3(3)G. 8-23.3(2)B Temporary Pavement Marking Tape Surface preparation and application of temporary paarement marking tape shall be in conformance with the manufacturer's recommendations. • 8-23.3(2)C Temporary Raised Pavement Markers Surface preparation and application of temporary flexible raised pavement markers shall be in conformance with the manufacturer's recommendations. When temporary flexible raised pavement markers are used for bituminous surface treatment operations, the markers shall be installed with the protective cover in place. The cover shall be removed after spraying asphaltic materiaL Application of temporary raised pavement markers (other than temporary flexible raised pavement markers) shall conform to the requirements of Section &09.3. 8 Tolerance for Lines Tolerance for lines shall conform to Section 8 ;� �� SECTION 8-25, GLARE SCR�EN January 7, 2008 8-25.3(1) Glare Screen Fabric The second sentence in the second paragraph is revised to read: Fastening to end, corner, and pull posts shall be with stretcher bars and fabric bands spaced at 1-foot intervals. The fourth sentence in the second paragraph is revised to read: Fabric shall be securely fastened to line and brace posts with tie wires, metal bands, or other approved methods, attached at 14-inch intervals. 8 Tension Cables The following new paragraph is inserted in front of the first paragraph: � � Fasten the tension cables after the posts have been installed and those set in concrete have sufficiently cured. c��y of Fede� way R�B �a�a3 Pacific Highway South Apri12010 HOV Lanes Phase IV ' Pa9e 133 STANDARD AMENDMENTS , � The second sentence in the second paragraph is revised to read: The top of the pull posts shaii be braced diagonally to the bottom of the end, corner, or brace posts with a short length of cable as shown in the Standard Plans. This section is supplemented with the following: Attach U-bolt wire rope clips to the cable ends by placing the base (saddle) of the clip against the live end of the cable, while the "U" of the bolt presses against the dead end. Two clips shall be used per end, spaced a minimum of six cable diameters apart with a wire rope thimble placed securely in the loop eye to prevent kinking. &25.3(6) Fittings, Attachments and Hardware The first paragraph is deleted. The second paragraph is revised to read: A galvanized iron strap 1/4-inch in thickness by 2-inches in width, formed as shown in the Standard Plans, shall be provided for the attachment of eye bolts and eye nuts to the base and top of the H column posts in order to take the strain of the cable tension off the web of the H column. The straps are required between any tension cable fitting and the H column, one per side, unless the screen post is mounted to a guardrail post, then a strap is only required on the outside (nut side) face. The straps are only required at tension cable attachment locations. SECTION 9-00, DEFINITIONS AND TESTS August 3, 2009 9-00 Definitions and Tests In regards to sieve sizes, all references in this division to "U.S" and "Square" are deleted. 9-00.4 Sieve Analysis of Aggregate This section including title is revised to read: �� � � ' � � 9-00 Sieves for Testing Purposes ' Test sieves shall be made either: (1) of woven wire cloth conforming to AASHTO � ' Designation M 92 or ASTM Designation E 11, or (2) of square-hole, perforated piates conforming to ASTM Designation E 323. SECTION 9-02, BITUMINOUS MATERIALS August 3, 2009 9-02.1 Asphalt Material, General This section is supplemented with the following: ' ' The Asphalt Supplier of Performance Graded Asphalt Binder (PGAB) and Cationic Emulsified Asphalt shall have a Quality Control Plan (QCP) in acxordance with Ciiy of Federal Way Pacific Highway South HOV Lanes Phase IV Pa9e 134 RFS �a�os � Apri12010 ' � ' STANDARD AMENDMENTS WSDOT QC 2"Standard Pracfice for Asphalt Suppliers That Certify Performance Graded and Emulsified Asphaits " The Asphalt Suppiier's QCP shall be submitted and approved by the WSDOT State Materials� Laboratory. Any change to the QCP will require a new QCP to be submitted. The Asphalt Supplier of PGAB and Cationic Emulsified Asphalt shall certify through the Bill of Lading that the PGAB or Cationic Emulsified Asphalt meets the Specification requirements of the Contract. 9 Quality Control Plan This section including title is revised to read: 9 Vacant This section is supplemented with the following new subsection: 9 Warm Mix Asphalt (WMA) Additive Additives for WMA shall be approved by the Engineer. . ., SECTIOPI9-03, AGGREGATES August 3; 2009 9-03 Aggregates In regards to sieve sizes, all references in this division to "U.S" and "Square" are deleted. 9-03.1(fi) General Requirements The reference to ASTM C-1260 in the third, fifth, and sixth paragraphs is deleted. The following new paragraph is inserted after the sixth paragraph: The use of fly ash that does not meet the requirements of Table 2 of AASHTO M295 may be approved for use. The Contractor shall submit test results according to ASTM C 1567 through the Project Engineer to the State Materials Laboratory that demonstrate that the proposed fly ash when used with the proposed aggregates and portland cement will control the potential expansion to 0.20 percent or less before the fly ash and aggregate sources may be used in concrete. The Contracting Agency may test the proposed ASR mitigation measure to verify its effectiveness: In the event of a dispute, the Contracting Agency's result$ will prevaiL 9 Grading The table following the second paragraph is revised to read: ' � ' Nominal 3 2-1 /2 2 1-�h 1 �/a �h '/s No. 4 Maximum Aggregate Size 3'/z" 100 3" 93-100" 100 2 Y2° 92-100* 100 City of Federal Way Pacffic Highway South HOV Lanes Phase tV Pa9e 135 RFS �a�os April 2010 STANDARD AMENDMENTS 2" 76-90 90-100" 100 1�/2" 66-79 . 71-88 87-100* 100 1" 54-66 58-73 64-83 82-100' 100 ' 3 /a" 47-58 51-64 55-73 62-88 87-100` 100 '/z" 38-48 41-54 45-61 57-83 81-100* i 00 '/a" 33-43 35-47 39-54 43-64 60-88 86-100* 100 No. 4 22-31 24-34 26-39 29-47 34-54 41-64 48-73 68-100" No. 8 15-23 16-25 17-29 19-34 22-39 27-47 31-54 39-73 No. 16 9-17 10-18 11-21 12-25 14-29 17-34 20-39 2454 28-73 No.30 5-12 6-14 6-15 7-18 8-21 9-25 11-29 y3-39 16-54 No.50 2-9 2-10 3-11 3-14 3-15 418 5-21 6-29 7-39 No.100 0-7 0-7 0-8 0-10 0-11 0-14 0-15 0-21 0-29 No. 200 0-2.0 0-2.0 0-2.0 0-2.0 0-2.0 0-2.0 0-2.0 0-2.0 0-2.5 ,► w�_.r:__� u__: �._.Y e.:-- 9-03.4(2) Grading and Quality The table following the second paragraph is revised to read: Crushed Screening Percent Passing 3 /a" - �h" %s" - �" - 9 /8"- �/e" — No. 4 - No. 4 Na 4 No. 4 No. 10 0 1" 100 --- --- --- --- �/a" 95-100 100 --- --- --- 5 /" --- 95-100 100 --- --- �/a" 0-20 --- 90-100 100 100 --- �/e" 0-5 --- 60-85 70-90 90-100 100 No.4 --- 0-10 0-3 0-5 0-20 Z6-100 No.10 --- 0-3 0-5 30-60 Na 200 0-1.5 0-1.5 0-1.5 0-1.5 0-1.5 0-1 0.0 % 90 90 90 90 90 90 fracture, by weight, min. This section is supplemented with the following: City of Federal Way Pacific Highway South HOV Lanes Phase IV RFB 10-103 April 2010 Page 136 ' � STANDARD AMENDMENTS Fine aggregate used for choke stone applications meeting the grading requirements of Section 9-03.1(2)B may be substituted for the No. 4- 0 gradation. 9-03.6(3) Test Requirements The sentence above the last paragraph is revised to read: WSDOT Test Method T 718 Pass 9 HMA Test Requirements Under Mix Criteria, in the chart following number 4, "Modified Lottman Stripping TesY' is revised to "Stripping Evaluation WSDOT Test Method T 718". 9-03.8(3)B Gradation - Recycled Asphalt Pavement and Mineral Aggregate This section is revised to read: � The gradation for the new aggregate used in the production of the HMA shall be the responsibility of the Contractor, and when combined with recycled material, the combined material shall meet the gradation Specification requirements for the specified Class HMA as listed in Section 9-03.8(6) or as shown in the Special Provisions. The new aggregate shall meet the general requirements listed in Section 9-03.8(1) and Section 9-03.8(2). No contamination by deleterious materials will be allowed in the old asphalt concrete used. 9 HMA Tolerances and Adjustments Number 1. including the associated chart is revised to read: 1. Job Mix Formula Tolerances. The constituents of the mixture at the time of acceptance shall cor�form to the following tolerances: . � , �J ' �J Statistical Nonstatistical Commercial � Evaluation Evatuation Evaluation Aggregate, percent passing 1", 3 /a", �/2" and g/8� t 6% t 6% t 8% sieves No. 4 sieve t 5% t 6% t 8% No. 8 sieve t 4% t 6% t 8% No. 200 sieve t 2.0% t 2.0% t 3.0% Asphalt binder t 0.5% t 0.5% t OJ% Air Voids, Va 2.5% minimum and 5.5% maximum These tolerance limits constitute the allowable limits as described in Section 1- 06.2. The toterance limit for aggregate shall not exceed the limits of the control points, except the tolerance limits for sieves designated as 100% passing will be City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 137 RFB ia�os ' Apri12010 STANDARD AMENDMENTS 99-100. 9 Foundation Material Class A and� Class B This section is revised to read: Foundation material Ciass A and Class B shall conform to the following gradations: Percent Passing Sieve Size Class A Class B 2'h" 98-100 95-100 2" 92-100 75-100 1'h" 72-87 . 30-60 3 /a" 27-47 0-5 �/e" 3-14 --- No.4 0-5 --- � All percentages are by mass. 9-03.20 Test Methods for Aggregat�s � � This section is revised to read: The properties enumerated in these Specifications shall be determined in accordancs with the following methods of test: Title Test Method FOP for AASHTO T 2 for Standard WSDOT FOP for AASHTO Practice for Sampling Aggregates T 2 Organic impurities in Fne Aggregates AASHTO T 21 for Concrete � Clay Lumps and Friable Particles in AASHTO T 112 Aggregates . Resistance to Degradation of Small AASHTO T 96 Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine Material Finer than 0.075 mm (Na AASHTO T 11 200) Sieve in Mineral Aggregates by Washing FOP for AASHTO for Determining the WSDOT FOP: for AASHTO Percentage of Fracture in Coarse TP 61 Aggregates City of Federal Way Pacific Highway South HOV Lanes Phase IV RFB 10-103 April 2010 Pa9e 138 � STANDARD AMENDMENTS '� ' � � � � �I ' � � � , ' �� FOP for WAQTC/AASHTO for Sieve WAQTC FOP for AASHTO Analysis of Fine and Coarse T 27/11 Aggregates FOP for AASHTO T 176 for Plastic WSDOT FOP for AASHTO Fines in Graded Aggregates and Soiis T 176 by Use of the Sand Equivalent Test f Method of Test for Determination of WSDOT T 113 Degradation Value Particle Size Analysis of Soils AASHTO T 88 Method of Test for Determination of WSDOT T 611 the Resistance (R Value) of Untreated " Bases, Subbases, and Basement Soils by the Stabilometer 9-03.21(1) General Requirements The first paragraph is supplemented with the following: The Contractor shall provide a certification that the recycted materials are in conformance with the requirements of the Standard Specifications prior to delivery. The certification shall include the percent by weight of each recycled material. This section is supplemented with the following sub-sections: • 9-03.21(1)A Recycled Hot Mix Asphalt For recycled materials incorporating hot mix asphatt the Contractor shall verify the maximum bitumen. content for the blended mix. The Contractor shall use WSDOT FOP for AASHTO T 308 (a statewide average of 0.70 may be used as a calibration factor) and WSDOT FOP for AASHTO T 329 or other tests approved by the Engineer to determine the total bitumen content. 9-03.21(y )B Recycled Portland Cement Concrete Rubble For recycled materials incorporating Portland cement concrete rubble the product supplier shall perform total lead content testing quarterly. Tests shall include a minimum of #ive samples. Sample collection shall be conducted according to ASTM D 75. Total lead content testing will be conducted according to EPA Method 3010/6010. A test shall not exceed 250 ppm using a total lead analysis EPA Test Method 6010. In addition, the Toxicity Characteristics Leaching Procedure, EPA Test Method 1311 shall be used and a test shall not exceed 5.0 ppm. The product supplier shatl keep all test results on file. 9-03.21(1)C Recycled Glass Aggregates The product supplier shall perform total lead content testing quarterly.. Tests shall include a minimum of five samples. Sample collection shall be conducted according to ASTM D 75. Total lead content testing will be conducted according to EPA Method 3010/6010. City of Federal Way PacHic Highway South HOV Lanes Phase IV ' Paye 139 RFB 10-103 April 2010 STANDARD AMENDMENTS. A test shall not exceed 250 ppm using a total lead analysis EPA Test Method 6010. In addition, the Toxicity Characteristics Leaching Procedure, EPA Test Method 1311 shall be used and a test shall not exceed 5.0 ppm. The product suppiier shail keep all test results on file. 9-03.21(1)D R�cycled Steel Furnace Slag The Contractor shall provide to the Engineer the steel furnace slag blends that will be used in the final product prior to use. Maximum Allowabie Percent (by weight) of Recycled Material Hot Mix Concrete Recycied Glass Steel Asphalt Rubble Furnace Slag Fine Aggregate for 9-03.1(2) 0 0 0 0 Portland Cement Concrete Coarse Aggregates 9-03.1(4) 0 0 0 0 for Portland Cement Concrete Aggregate for 9-03.6 Aaphalt Treated Base (ATB) Aggregates for Hot 9-03.8 See 5-04.2 0 0 20 Mix Asphalt Ballast 9-03.9(1) 20 100 15 20 Shoulder Ballast 9-03.9(2) 20 100 15 20 Crushed Surfacing 9-03.9(3) 20 100 15 20 Aggregate for 9-03.10 20 100 15 20 Gravel Base Gravel Backfill for 9-03.12(1)A 20 100 15 20 Foundations — Class A Grave) Backfill for 9-03.12(1)B 20 100 15 20 Foundations — Class B Gravel Backfill for 9-03.12(2) 0 100 15 20 Walls Gravel Backfill for 9-03.12(3) 0 100 15 20 Pipe Zone Bedding . Gravel Backfili for 9-03.12(4) 0 100 100 0 Drains Gravei Backfili for 9-03.12(5) 0 0 100 0 Drywelis ci�y o� �ede�si way Pacific Highway South HOV Lanes Phase IV Page 140 RFB 10-103 April 2010 � STANDARD AMENDMENTS 1 Backfill for Sand 9-03.13 0 100 100 0 � Drains Sand Drainage 9-03.13(1) 0 100 100 0 Blanket Gravei Borrow 9-03.14(1) 20 100 100 20 Select Borrow 9-03.14(2) 20 100 100 20 Select Borrow 9-03.14(2) 100 100 100 20 (greater than 3-feet below Subgrade and side siopes) Common Borrow 9-03.14(3) 20 100 100 20 Common Borrow - 9-03.14(3) 100 100 100 20 (greater than 3-feet below Subgrade and side siopes) Foundation 9-03.17 0 100 ' 100 20 Material Ciass A and Ciass B � Foundation 9-03.18 0 100 100 20 Material Ciass C Bank Run Gravei 9-03.19 0 100 100 20 forTrench Backfili ' ,' 9-03.21(2) Recycled Hot Mix Asphalt T#�is section including title is deleted in its entirety. 9-03.2t(3) Recycled Portland Cement Concrete Rubble , This section including title is deleted in its entirety. � 9 Recycled Glass Aggregates This section including title is deleted in its entirety. 9 Steel Furnace Slag This section including title is deleted in its entirety. SECTION 9-04, JOINT AND CRACK SEALING MATERIALS December 1, 2008 9-04.1(2) Premolded Joint Filler for Expansion Joints This section is revised to read: Premolded joint filler for use in expansion (through) joints shall conform to either � AASHTO IVI 213 Specifications for "Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction" except the requirement for water absorption is �� City of Federal Way RFB 10-103 Paci�c Highway South April 2010 HOV Lanes Phase IV � ' r Page,a, STANDARD AMENDMENTS deleted, or ASTM D 7174 Specifications for "Preformed Closed-Cell Polyolefin Expansion Joint Filiers for Concrete Paving and Structural Construction." 9-04.2(1) Hot Poured Joint Sealants This section is revised to read: Hot poured joint sealants shall meet the requirements of AASHTO M 324 Type IV except that the Cone Penetration at 25°C shall be 130 max. Hot poured joint sealants shali be sampied in accordance with ASTM D 5167 and tested in accordance with ASTM D 5329. The Hot poured joint sealant shall have a minimum Cleveland Open Cup Flash Point of 205°C in ac�ordance with AASHTO T 48 SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS August 3, 2009 This section is supplemented with the following new sub-sections: 9-05.50 Precast Concrete Drainage Structures 9-05.50(1) Fabrication Tolerances and requirements � All precast concrete items shall meet the requirements of AASHTO M199, fabricated as shown on the Plans, and shaU meet the tolerances and revisions as listed below: ' ' 1. The following information shall � be legibly marked on each precast product (excluding rectangular and round adjustment sections). Marking shall be indented into the concrete, painted thereon with waterproof paint, or contained within a bar-coded sticker firmly attached to the product: a. Fabricator name or trademark. b. Date of manufacture. 2. Catch Basins (to include Type 1, Type 1 L, Type 1 P), and Concrete Inlets a. Knock-out wall thickness, measured at thinnest point, 1'/2" to 2�z" b. Knock-out diameter, 5% plus/minus aAowance. c. Base thickness, measured at thinnest point, 4" with �/a" minus tolerance. d. All other dimensions as shown on plans, 5°lo plus/minus allowance. 3. Catch Basin Type 2, and Manhole Type 1, 2, 3 a. Knock-out diameter, 5% plus/minus allowance. 4. Flat Slab Tops a. Round or rectangular opening, 5% plus/minus allowance. 5. Rectangular or Circular Adjustment Sections a. Opening size or diameter, 5% plus/minus allowance. 6. Conical Sections a. Top opening diameter, 5% plus/minus allowance. City of Federal Way Pacific Highway South HOV Lanes Phase IV ' Pa9e 142 RFB 10-103 � Apti12010 � � . � i-� STANDARD AMENDMENTS 7. Grate Inlets a. Knock-out wall thickness, measured at thinnest point, 1'/�" to 2'r�". b. Knock-out diameter, 5% plus/minus ailowance. c. Opening size, 2'/2 %pius/minus allowance. 8. Drop Inlets a. Knock-out diameter, 1" plus/minus allowance. 9 Manholes Precast concrete manholes shall meet the requirements of AASHTO M 199. The joints may be the tongue and groove type or the shiplap type, sufficiently deep to prevent lateral displacement. When secondary synthetic fiber reinforcement is used in �48-inch diameter by 3-foot high eccentric or concentric cone sections the synthetic fiber shall meet the requirements of Section 9-05.50(9). A minimum of two hoops of W2 wire shall be placed in the 48-inch end of each cone. No steel is required in the remainder of the cone. Precast manhole sections 48-inch . diameter, with no knock outs, may be produced � using no steel reinforcement. As an alternate to conventional steel reinforcement, producers shall use synthetic structural fibers meeting the requirements of Section 9- 05.50(10). ,� � � 9 Precast Concrete Catch Basins Precast concrete catch basins shall conform to the requirements of Section 9-05.50(1), except that the dimensions shall be as set forth in the Plan. When secondary synthetic fiber reinforcement is used to produce Type 1, Type 1 L and Type 1 P, Catch Basins, the synthetic fiber shall meet the requirements of Section 9- 05.50(9). A minimum amount of steel reinforcement shall be used to reinforce the area around the knockouts. Steel reinforcing shall consist of a No. 3 horizontal hoop reinforcing bar located above the knockouts, and a Na 3 vertical reinforcing bar in each corner, extending a minimum of 18-inches below the top surface of the catch basin. Catch Basin Type 1 may be produced using structural synthetic fibers meeting the requirements of Section 9-05.50(10). Catch Basin Type 1 shall contain one hoop of No. 3 reinforcing bar around the top perimeter. Knockouts or cutouts may be placed on all four sides and may be round or D sFiaped. 9-05.50(4) Precast Concrete Inlets Precast concrete inlets shall conform to the requirements of Section 9-05.50(1) except that the dimensions shall be as set forth in the Plans. 9-05.50(5) Precast Concrete Drywells Precast concrete drywells shall meet the requirements of Section 9-05.50(1). Seepage � � Ciiyof Federal Way Pacific Highway South HOV Lanes Phase IV Page 143 RFa �a�os April 2010 STANDARD AMENDMENTS port size and shape may vary per manufacturer. Each seepage port shall provide a minimum of 1 square inch and a maximum of 7 square inches for round openings and 15 square inches for rectangular openings. The ports shall be un'rformity spaced with at least one port per 8-inches of drywell height and 15-inches of drywell circumference. Precast Drywells may be produced using no steel reinforcement. As an alternate to conventional steel reinforcement, producers shall use synthetic structural fibers meeting the requirements of Section 9-05.50(10). � 9-05.50(6) vacent 9-05.50(7) vacant 9-05.50(8) vacant 9-05.50(9) Synthetic Fibers for Precast Units The synthetic fiber, either nylon multifilament fibers or polypropylene fibrillated fibers, shall meet the requirements of ASTM C 1116 , Section 4.1.3 3 and ICC ES AC 32, Sections 4.1.1 and 4.1.2. Synthetic fibers shall be added at a minimum dosage rate of 1.0 pound of Nylon Multifilament fibers per cubic yard of concrete or 1.5 pounds of Polypropylene Fibrillated fibers per cubic yard of concrete and shall be thoroughly mixed with the concrete before placement in the forms. The synthetic fibers shall be a minimum of OJ5-inches and a maximum of 2-inches in length. 9-05.50(10) Synthetic Structural Fib�rs for Precast Units Synthetic fibers shall be monofilament or monofilamentffibrillated blend made of polyolefin, polypropylene or polypropylene/polyethylene blend, meetir�g the requirements of ATSM C 1116, Section 4.1.3, and ICC ES Acceptance Criteria 32, Sections 4.1.3 and 4.1.2. Additionally the vendor or manufacturer shall furnish an Engineering Report which provides test data in accordance with ASTM C 1018 and/or ASTM C 1399 from an ICC qualified commercial laboratory relating to the specification requirements. The vendor or manufacturer shall provide a letter of certification stating compliance with specifications and/or standard codes. The fibers shall be a minimum of 2 inches in length, and have an aspect ratio (length divided by the equivalent diameter of the fiber) befinreen 70 and 100 when the fibers are in their final phase. The fibers shall have a minimum tensile strength of 50 ksi, and a minimum modulus of elasticity of 600 ksi, when tested in accordance with ASTM D 3822. Precast drainage units shall have a minimum dosage rate of 3.75 Ibs/cu yd. or more in order to obtain an Average Residual Strength (ARS) of 175 PSI when tested in accordance with ASTM C1018 and/or ASTM C1399. Fiber supplier shall submit independent laboratory data to support ARS results. City of Federal Way RFB 10-103 Pac'rf'ic Highway South Apri12010 HOV Lanes Phase IV � Page 144 � � STANDARD AMENDMENTS SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS August 3, 2009 9-06.5(3) High Strength Bolts Paragraphs one through four are revised to read as follows: High-strength boits for structural steei joints shail conform to either AASHTO M 164 Type 1 or 3, or AASHTO M 253 Type 1 or 3, as specified in the Plans or Special Provisions. '' �' � Galvanized AASHTO M 164 Type 1 bolts with an ultimate tensile strength above 145 ksi shall be tested for embrittlement. Embrittlement testing shatl be conducted after galvanization in accordance with ASTM F 606, Section 7. The Manufacturer's Cert'rficate of Compliance for the lot provided shall show the ultimate tensile strength test results. � • Bolts conforming to AASHTO M 253 shall not be galvanized. AASHTO M 253 Type 1 bolts shall be painted with two coats of paint, conforming to Section 9-08.1(2)B, with a minimum dry film thickness of 2 mils per coat, when specified in the Plans or Special Provisions. Bolts for unpainted and nongalvanized structures shall conform to either AASHTO M 164 Type 3 or AASHTO M 253 Type 3, as specified in the Plans or Special Provisions. � Pluts for high strength bolts shall meet the following requirements: AASHTO M 164 Bolts Black Type 1 Black weathering Type 3 Galvanized Type 1 AASHTO M 253 Bolts Black Type 1 Black weathering Type 3 9-06.13 Copper Seals This section including title is revised to read: 9-Ofi.13 Vacant 9-06.16 Roadside Sign Structures This section is revised to read: All bolts, nuts, washers, cap screws, and coupling bolts shall conform to AASHTO M 164 and Section 9-06.5(3). All connecting hardware shall be galvanized after fabrication in accordance with AASHTO M 232. �� .� City of Federal Way Pac'rfic Highway South HOV Lanes Phase IV Page 145 _ AASHTO M 291 Grade C, C3, DH and DH3 AASHTO M 292 Grade 2H • AASHTO M 291 Grade C3 and DN3 AASHTO M 291 Grade DH AASHTO M 292 Grade 2H AASHTO M 291 Grade DH, DH3 AASHTO M 292 Grade 2H AASHTO M 291 Grade DH3 R� �a�oa April 2010 STANDARD AMENDMENTS Posts for single post sign structures shall meet the requirements of ASTM A 500 Grade B or ASTM A 53 Grade B, Type E or S. Posts for perforated square steel posts shall meet the requirements of ASTM A 653 Grade 50. Pertorated square steel posts shaii be finished in accordance ASTM A 653 G90 Structural Quality Grade 50 or ASTM A 653 G 140. Slip bases (SB1, SB2, and SB3) for perforated square steel posts shali conform to the following: Plates Casting (S63) Tubing Angie Iron (SB1) Except as noted otherwise, the slip bases (SB1, SB2, and S63) for perforated square steel posts shali be hot dipped galvanized. The heavy du#y anchor used for perforated square steel posts (ST 4) shall meet the requirements of ASTM A 500 Grade B and shaii be hot dipped galvanized. Wide flange steel or solid square steel posts for multiple post sign structures shall conform to either ASTM A 36 or ASTM A 992. Posts conforming to either ASTM A 588 or ASTM A 572 Grade 50 may be used as an acceptable alternate to the ASTM A 36 and ASTM A 992 posts. All steel not otherwise specified shall conform to either ASTM A 36 ar ASTM A�992. Except as noted otherwise all steel, including posts, base plates, and base stiffeners, shall be galvanized after fabrication in accordance with AASHTO M111. ASTM A 572 ASTM A 536 Grade 65-45-12 and ASTM A 153 ASTM A 500 Grade B ASTM A 36 � � Base connectors for multiple directional steel breakaway posts shall conform to the following: Brackets Bosses for Type TPB Brackets Anchor Ferrules portion. Aluminum Alloy 6061 T 6 �' ASTM A 582 Type 304 stainless steel for threaded . � AISI 1045 steel rod and AISI 1008 coil for cage portion. Anchor couplings for multiple directional steel breakaway posts shall conform to AMS 6378D with a tensile breaking strength range as follows: Type TPA 17,000 to 21,000 Ib. Type TPB 47,000 to 57,000 Ib. For multi-directional breakaway base connectors, shims shall conform to ASTM A 653, SS Grade 33, Coating Designation G 165. City of Federal Way � RFB 10-103 Pacific Highway South AprH 2O10 HOV Lanes Phase IV Pa9e 146 �� � �: � STANDARD AMENDMENTS SECTION 9-07, REINFORCING STEEL August 3, 2009 9-07.'1(2) Bending The first paragraph is supplemented with the following: The dimensions shown in the Plans.are out-to-out unless shown otherwise. This section is supplemented with the following: Hooked ends of steel reinforcing bars shall be standard hooks unless shown otherwise in the Plans. Standard hooks shall consist of a 90, 135 or 180 degree bend as shown in the Plans plus a minimum bar extension at the free end of the bar shown in the table below. Seismic hooks shall consist of a 135 degree bend plus a. minimum bar extension at the free end of the bar shown in the table below. Minimum Bar Extensions for Standard and Seismic Hooks 180° 135° Hook 90° Hook Hook � �� Bar Size All Bars Seismic All Other Stirru� and All Other No. 3 No. 4 No. 5 No. 6 No. 7 No. 8 No. 9 No. 10 No. 11 No. 14 No. 18 2'/2" 2 �h" 2'/2" 3" 3'h" 4 n 4 ��4» 5 '/a" 5 3 /a „ 7" 9 �/a" Hook 3° 3" 3 3 /a" 4 �" 5 '/a" 6" Bars 2 '/a" 3° 3 3 /a" 4'/2" 5 '/a� 6" Ties 'Z y/ 3" 3 3 /a ° 9" 10'/2" 12" Bars 4 �/z" 6" 7'/2" 9" 10'/z" 12° 13 3 �4� 15 'fa" 17° 20 �° 27 �/a" 9-07.1(3) Lengths The content of this section is deleted and replaced with the following: Net length is the length of bar along the bar centerline from end to end. Net lengths of bent bars shown in the "LENGTH" column of the bar list in the plans are rounded to the nearest inch. 9 Epoxy Coated Steel Reinforcing Bars The reference to ASTM A 06 in number 1. of the first paragraph is revised to ASTM A 706. 9-07.5 Dowel Bars (For Cement Concrete Pavement) The content of this section is deleted and replaced with the following subsections: City of Federal Way Pacific Highway South HOV l.anes Phase IV Page 147 RFB �aios April 2010 STANDARD AMENDMENTS 9-07.5(1) Epoxy Coated Dowel Bars (For Cement Concrete Pavement) Epoxy Coated dowel bars shall be round plain steel bars of the dimensions shown in the Standard Plans. They shaii conform to AASHTO M 31, Grade 60 or AASHTO M 255, Grade 60 and shall be coated in accordance with ASTM A 934. The thickness of the epoxy coating shall be 10 miis plus or minus 2 mils. In addition, the requirements of Section 9-07.3, Items 2, 3, 4, 5, 6, and 9 shaii apply. 9-07.5(2} Corrosion Resistant Dowel Bars (For Cement Concrete Pavement) Corrosion resistant dowel bars shall be 1'/2 inch outside diameter piain round steel bars 18 inches in length and meet the requirements one of the following types: A. Stainless Steei Clad dowel bars shall have a minimum 0.06 inches ciad to a plain steel inner bar meeting the chemical and physical properties of AASHTO M 31, �Grade 60, or AASHTO M 255, Grade 60. Stainless Steel clad shafl meet the chemical properties of ASTM A 276, Type 316L. B. Stainless Steel Tube dowel bars shall have a minimum 0.06 in thick tube press-fitted onto a plain steel inner bar meeting the chemical and physical properties of AASHTO M 31, Grade 60, or AASHTO M 255, Grade 60. A lubricant/adhesive shall be used between the tube and the plain steel bar to fill any voids. Stainless Steel Tube material shall meet the chemical properties of ASTM A 276, Type 316L. C. Stainless Steel Solid dowel bars shall be ASTM A 276, Type 316L. D. Corrosion-resistant low-carbon; chromium plain steel bars for concrete reinforcement meeting all the requirements of ASTM A 1035. E. Zinc Clad dowel bars shatl be of the dimension shown in the standard ptans and shall have a minimum 0.04 inches A710 Zinc alloy clad to a plain steel inner bar meeting the chemical.and physical properties of AASHTO M 31, Grade 60 or AASHTO M 255, Grade 60. A710 2inc shall be composed of: ZN-99.5 percent, by weight, minimum; CU — 0.1 — 0.25 percent, by weight; and Fe- 0.0020 percent, by weight, maximum. The surface of the finished cut-to-length corrosion-resistant low-carbon; chromium plain steel bars for concrete reinforcement meeting all the requirements of ASTM A 1035 dowets shall be provided with a hot-rolled, as-rolled finish including mill scale. The surface of all other finished cut-to-length dowels shall be provided with a smooth "ground" or "cold drawn" finish. Stainless Steel Clad and Tube Dowel bar ends shall be sealed with a patching material (primer and finish coat) used for patching epoxy-coated reinforcing steel as required in Standard Specffication 9-07.3 item 6. � � � � 9-07.6 Tie Bars (For Cement Concrete Pavement) The first paragraph is revised to read: City of Federal Way Pac�ic Highway Sauth HOV Lanes Phase IV RF610-103 �� � Apri12010 Paye 148 � � � � STANDARD AMENDMENTS Tie bars shail conform to the requirements of the Standard Specifications for Deformed Bille# Steel Bars for Concrete Reinforcement, AASHTO M 31, Grade 60 and shall be coated in accordance with AASHTO M 284 Or corrosion-resistant uncoated low-carbon; chromium deformed steel bars for concrete reinforcement meeting all the requirements of ASTM A 1035. 9-07.10 Prestressing Reinforcement Strand The third sentence in the third paragraph is revised to read: The mill certificate and test report shall include the yieid and ultimate strengths, elongation at rupture, modulus of elasticity, and the stress strain curve for the actual prestress reinforcing intended for use. The first sentence in the fourth paragraph is revised to read: For every 5 reels furnished, one sample, not less than 5'h-feet long, shalt be sent to the Engineer for tes#ing. 9-07.11 Prestr�ssing Reinforcement Bar The fifth and sixth paragraphs are revisetl to read: The Contractor shall supply a Manufacturer's Certificate of Compliance in_accordance with Section 1-06.3 for each bar. The 'Contractor shall supply a Manufacturer's Certificate af Compliance in accordance with Section 1-06.3 for all nuts and couplers confirming compliance with the specified strength requirement. - For each heat of steel for high steel bar, the Contractor shall submit two samples, each not less than 5 -feet long, to #he Engineer for testing. SECTION 9-08, PAINTS August 3, 2009 This section including title is deleted in its entirety and replaced with the following: 9-08 PAINTS AND RELATED MATERIALS 9-08.1 Paint I � I � 9-08.1(1) Description Paints used for highway and bridge structure applications shall be made from materials meeting the requirements of the applicable Federal and State Paint Specifications, Department of Defense (DOD), American Society on Testing of Materials (ASTM), and Steel Structures Painting Council (SSPC) specifications in effect at the time of manufacture. The colors, where designated, shall conform to Section 9-08.1(8). City of Federal Way Pacific Highway South HOV Lanes Phase IV Page 149 RFg �a�a3 April 2010 STANDARD AMENDMENTS 9-08.1(2) Paint Types 9-08.1(2)A Vinyi Pretreatment Vinyl pretreatment shall be a twacomponent basic zinc chromate-vinyl buryral wash primer conforming to DOD-P-15328 (Formula 117 for Metais) and SSPC Paint 27. Zinc chromate shaii be the insoluble type. The paint shall be suppiied as finro components that are mixed together just prior to use. 9-08.1(2)B Galvanizing Repair Paint, High Zinc Dust Content Galvanizing repair paint shall conform to Federal Specification MIL-P-21035B. 9-08.1(2)C Inorganic Zinc Rich Primer Inorganic zinc rich primer shall be a two component self-curing inorganic zinc-rich paint conforming to either AASHTO M 300 or SSPC Paint 20 Type L 9-08.1(2)D Organic Zinc Rich Primer Organic zinc rich epoxy primer shall be a high performance two-component epoxy conforming to SSPC Paint 20 Type IL 9-08.1(2)E Epoxy Polyhamide Epoxy polyamide primer shall be a two-component VOC compliant epoxy system, conforming to MIL-DTL-24441. 9-08.1(2)F Primer, Zinc Filled Single Component, Moisture-Cured Polyurethane 2inc rich primer shall meet the following requirements: Vehicle Type: Moisture-cured polyurethane Pigment Content: 80% minimum Zinc by weight in dry film Volume Solids: 60% plus or minus 3%. Minimum wt./gal.: 22.0 pounds. 9-08.1(2)G Intermediate and Stripe Coat, Single Component, Moisture- Cured Polyurethane Vehicle Type: Moisture-cured polyurethane Pigment: A minimum of 3.0 Ibs. of micaceous iron oxide per gallon. Intermediate and any stripe coat shall meet the following requirements: Minimum volume solids 50%. A minimum of 3.0 Ibs./gal. of micaceous iron oxide. City of Federal Way Pa�ific Highway HOV Lanes Phase IV Pa9e 150 ;� � � RFa �aios � Apol 2010 � � LJ �� STANDARD AMENDMENTS The intermediate coating shall be certified by the manufacturer to be able to be recoated by the top coat in a minimum of 4 days. 9-08.1(2)H Top Coat Single Component, Moisture-Cured Polyurethane Vehicle Type: Moisture-cured aliphatic polyurethane • Col�r: As specified in the Plans or Special Provisions The Top Coat shall meet the following requirements: The resin must be an aliphatic urethane. Minimum volume solids 50%. The top coat shall be a semi-gloss. 9-08.1(2)I Rust Penetrating Sealer Rust penetrating sealer shall be a two component chemically-cured 100. percent solids epoxy with maximum VOC 1.7 pounds/gallon. 9 Black Enamel - The enamel shall conform to Federal Specification MIL PRF 2463D Type II Class II: 9-08.1(2)K Orange Equipment Enamel . . . � � The enamel shall be an alkyd gloss enamel conforming to Federal Specification TT-E- 489, except that the Sag Index shall be seven minimum. The color, when dry, shall match that of Federal Standard 595, color number 12246. For factory application to individual items of new equipment, samples and testing of the enamel will not be required; however, the equipment manufacturer shall match the color specified and shall certify the quality of enamel used. 9 Exterior Acrylic Latex Paint This paint shall conform to Federal Specification .TT P-96, Paint, Acrylic Emulsion, Exterior, except that the viscosity shall be 75-85 K.U. This paint may be used self-primed in multiple coats over sal#s treated wood and on interior and exterior masonry surfaces 9 Working Properties The paint shall contain no caked material that cannot be broken up readily by stirring. When applied to a clean vertical surface, the paint shall dry without running, streaking, or sagging. � � 9-08.1(4) Storage Properties Paints manufactured under these Specifications shall show no skin over the surface after 48 hours in a partially filled container, when tested as outlined in Federal Test Method Standard No. 141. A slight amount of skin or gel formation where the surface of the paint meets the side of the container may be disregarded. Variable percentages City of Federal Way Pacific Highway South HOV Lanes Phase IV ' Page 151 RFS �o-ios Apri12010 STANDARD AMENDMENTS of anti-skinning agents are shown in those formulas set forth above that are susceptible to undesirable skin formation. The manufacturer will be allowed to vary the amount of anti-skinning agent given in the formulas provided the above results :are accomplished and provided the paint does not dry to a nonuniform or nonelastic film. 9-08.1(5) Fineness of Grinding The paint shall be ground so that all particles of pigment will be dispersed and be coated with vehicle, and the residue on a 325 sieve will not exceed 1 percent by weight of the pigment. Paint shall be homogeneous, free of contaminant, and of a consistency suitable for use under intended application. Finished paint shall be well ground, and the pigment shall be properly dispersed in the vehicle conforming to the requirements of the paint. Dispersion in vehicle shall be such that the pigment does not settle excessively, does not cake or thicken in the container, and does not become granular or curdled. 9-08.1(6) Test Methods Except as otherwise specified, alt paints will be sampled and tested in the ready-mixed form. The test methods will be as specified in the Washington State Departmerrt of Transportation Materials Manual or the corresponding test method covered by Federal Test Method Standard No. 141 or as specified under AASHTO R-31. 9-08.1(7) Acceptance Except for batches of paint in total project quantities of 20 gallons or less which are accepted upon the manufacturer's certificate, the manufacturer shall not ship any batch of paint until the paint has been tested ar�d released by the Washington State Department of Transportation State Materials Laboratory. This release will not constitute final acceptance of the paint. Final acceptance will be based on inspection or testing of job site samples as determined by the Engineer. Project quantities of 20 gallons or less of the above paint types will be accepted without inspection upon the manufacturer's notarized certificafe. This certificate shall contain a statement by the manufacturer to the effect that the material meets the paint type Specification, and shall include a list of materials and quantities used. One copy of the certificate shall accompany the paint when shipped and one copy with a draw down sample of the paint shall be sent to the Materials Laboratory. The paint may be used at once without further release from the Materials Laboratory. 9-08.1(8) Standard Colors When paint is required to match a Federal Standard 595 color, the paint manufacturer or the Contractor may obtain a sample of the required color through the following intemet link - http:1/www.colorserver.net. When paint is required to match a WSDOT color,(Washington Gray, Mt St Helens Gray, Mt Baker Gray or Cascade Green), the paint color shall conform to the Delta E deviation and CIELAB spectrophotometer analysis requirements specified in Section 9- 08.3 for the corresponding color. Unless othervvise specified, all top or finish coats shall be semi-gloss, with the paint falling within the range of 35 to 70 on the 60 degree gloss meter. City of Federal Way RFB 10-103 Pacific Highway South April 2010 HOV Lsnes Phase IV Pa�e 152 � � � � � � STANDARD AMENDMENTS � � 9 Powder Coating Materials for Coating Galvanized Surfaces t The powder coating system shaii consist of two components, an epoxy primer coat and a polyester finish coat. The epoxy primer coat and the polyester finish coat materials shali be from the same manufacturer. The epoxy primer coat shall be an epoxy powder primer conforming to the following requirements: Specification ASTM D 3359 Method B ASTM D 522 Method B ASTM D 3363 ASTM D 792 Performance Requirement 5B (no failure) Pass 1/8" mandrel bend H Plus 1.25 minimum Property Adhesion Flexibitity Pencil Hardness Specific Gravity � � ` The polyester finish coat shall conform Co American Architectural Manufacturers Association (AAMA) Specification 2604. Degassing additives may be added as necessary to prevent pin holes in the finish coat. The degassing additives shall be added in accordance with manufacturer's recommendations. The color of the powder coating system polyester finish coat shall be as specified in the Plans or Special Provisions. Repair materials shall be selected from one of the approved products listed in the current Qualified Products List and specified in the Contractor's powder coating plan as approved by the Engineer. 9-08.3 Pigmented Sealer Materials for Coating of Concrete Surfaces The pigmented sealer shall be a semi-opaque colored toner containing only methyl methacrylate-ethyl acrylate copolymer resins, toning pigments suspended in solution at all times by a chemical suspension agent, and solvent. Toning pigments shall be laminar silicates, titanium dioxide and inorganic oxides only. There shall be no settling or color variation. Tinting shall occur at the factory at the time of manufacturer and placement in containers, prior to initial shipment. Use of vegetable or marine oils, paraffin materials, stearates or organic pigments in any part of coating formulation will not be permitted. The Contractor shall submit a one-quart wet sample, a draw down color sample and spectrophotometer or colorimeter readings, taken in accordance with ASTM D 2244, for each batch. The calculated Delta E shall not exceed 1.0 deviation from the Commission Internationale de I'Eclairage (CIELAB) color measurement analysis method for each pigmented sealer color. For the respective color pigmented sealer shall conform to the following CIELAB analysis: Washington � � Gity of Federal Way Pacific Highway South HOV Lanes Phase IV 165/10 degrees A/10 degrees L* a* 62.59 0.98 63.06 1.80 Pa9e 153 b* 5.70 RFS �aios Apri12010 STANDARD AMENDMENTS CW F/10 de rees 63.02 0.73 6.08 Cascade D65/10 degrees 36.62 -6.53 -0.89 Green A/10 degrees 35.82 -7.15 -2.53 CWF/10 de rees 36.34 -5.09 -1.18 Mt. Baker D65/10 degrees 45.94 1.38 � 4.46 Gray A/1 b degrees 46.40 1 JO 5.05 CWF/10 de rees 46.46 1.07 5.48 Mt. St. Helens D65110 degrees 56.07 2.15 6.68 Gray A/10 degrees 56J6 3.08 7.52 CW Fh 0 de rees 56.67 1.64 7.85 The one-quart wet sampie shall be submitted in the manufacturer's labeled container with product number, batch number and siie of batch. The companion draw down color sampie shall be labeled with the product number, batch number and size of batch. The Contractor shall submit the specified samples and readings to the Engineer at least 14 calendar days prior to the scheduled application of the sealer. The Contractor shall not begin applying pigmented sealer until receiving the Engineer's written approval of the pigmented sealer color samples. � 9-08.4 Abrasive Blast Materials 9-08.4(1) Abrasive Blast Media � Material used for field abrasive blasting shall conform to Military Specification MIL-A- 22262B(SH) as listed on QPL-22262-28 as maintained by the Department of the Navy. The Contractor shall provide the Engineer with certified test results from the abrasive blast media manufacturer showing that the abrasive blast material meets the Military Specification. The Contractor shall select the type and size of abrasive blast media to produce a roughened, sharp, angular surface profile conforming to the surface requirements specified by the manufacturer of the selected paint system. 9-08.4(2) Lead Abatement Additive Lead abatement additive shall be a granular chemical abrasive additive consisting of a complex calcium silicate designed to stabilize lead through multiple mechanisms, including, but not limited to, pH adjustment, chemical reactions and encapsulation. The additive shall be specifically designed and manufactured for lead paint abatement. 9-08.5 Surface Cleaning Materials 9-08.5(1) Bird Guano Treatment Bird guano treatment shall consist of a 5.25 percent sodium hypochlorite solution. � � 9-08.5(2) Fungicide Treatment Fungicide treatment shall consist of a 5.25 percent sodium hypochlorite solution Clty of Federal Way Pacific Highway South HOV Lanes Phase IV ' RFS �o-�os � Apri12010 Page 154 � � � � � � � 9-08.6 Filter Fabric Filter fabric for water jetting operations shall be a polypropylene, non-woven, needle- punched geosynthetic or equivalent material conforming to the following requirements: Property Requirement Grab Tensile Strength Apparent opening size Permittivity Specification ASTM D 4632 ASTM D 4751 ASTM D 4491 Performance 100 pounds minimum #70 U.S. sieve 1.0 sec-1 or better 9 Single Component Urethane Sealant Single component urethane sealant shall conform to Federal Spec'rfication TT S- 00230C Type II Class A. �� 9-08.8 Foam Backer Rod Foarn backer rod shall be closed cell expanded polyethylene or polyurethane foam. SECTION 9-09, TIMBER AND LUMBER January 7, 2008 9-09.1 General Requirements This section is revised to read: All timber and lumber shall be sized as indicated in the Plans. All timber and lumber to be painted shall be surfaced on all sides. All timber and lumber to be painted shall be thoroughly air or kiln dried to an equilibrium moisture content and shall be stored in such a manner as to remain in a thoroughly dry condition until placed into the work. 9 Grade Requirements This section is revised to read: Timber and lumber shall conform to the grades and usage listed below. Timber and lumber shall be marked with a certified lumber grade stamp provided by one of the following agencies: STANDARD AMENDMENTS 9-08.5(3) Water Water used for water jetting steel surface cleaning operations shall be clean, fresh water only, without any detergents, bleach, or any other cleaning agents or additives. Recycling of rinse water for water jetting operations is not allowed. j � � West Coast Lumber Inspection Bureau (WCLIB) Westem Wood Products Association (WWPA) Pacific Lumber Inspection Bureau (PLIB) Any lumber grading bureau certified by the American Lumber Standards Committee City of Federal Way � RFB 10-103 Pacific Highway South Apri12010 HOV Lanes Phase IV Page 155 STANDARD AMENDMENTS For structures, all material delivered to the project shall bear a grade stamp and �have a grading certificate. The grade stamp and grading certificate wiil not constitute final acceptance of the material. The Engineer may reject any or ali of the timber or lumber that does not comply with the specifications or has been damaged du�ing shipping or upon delivery. The grading certificate shall be issued by either the grading bureau whose stamp is shown on the material, or by the lumber mill, which shall be under the supervision of one of the grading bureaus listed above. The certificate shall include the following: Name of the mill performing the grading The grading rules being used Name of the person doing the grading with current certification Signature of a responsible mill official Date the lumber was graded at the mill Grade, dimensions, and quantity of the timber or lumber For Guardrail. Posts and Blocks, Sign Posts, Mileposts, Sawed Fence Posts, and Mailbox Posts, the material delivered to the project shall either bear a grade stamp on each piece or have a grading certificate as defined above. The grade stamp or grading certificate shall not constitute final acceptance of the material. The Engineer may reject any or all of the timber or lumber that does not comply with the specifications or has been damaged during shipping or upon delivery. 9-09.2(1) Surfacing and Seasoning This section including title is revised to read: 9-09.2(1) Structures � All timber and lumber for structures shall be Douglas Fir-Larch unless specified otherwise in the contract, and shall conform to the following: Materials 2° to 4" nominal No. 1 and better, grade thick, 5° nominal and wider (Section 123-b of WCLIB) or (Structural Joists and Planks) (Section 62.11 of WWPA) Materials 5" nominal and thicker No. 1 and better, grade (Beams and Stringers) (Section 130-b of WCLIB) or (Section 70.11 of VWIIPA) Timber lagging for soldier pile walls shall be Douglas Fir-Larch, grade No. 2 or b'etter or Hem No. 1. �� � When the material is delivered to the project, the Engineer will check the order for the appropriate grade stamp. The invoice and grading certificate accompanying the order must be accurate and complete with the information listed above. The grading certificate and grade markings shall not constitute final acceptance of the material. The Engineer may reject any or all of the timber or lumber that does not comply with the specifications or has been damaged during shipping or upon delivery. City of Federa! Way Paafic Highway South HOV Lanes Phase IV RFB TU-103 � April 2010 Page 156 � il l � � STANDARD AMENDMENTS 9-09.2(2) Vacant This section including title is revised to read: 9 Guardrail Posts and Blocks , Timber and lumber for guardrail posts and blocks (classified as Posts and Timbers) shall conform to the species and grades listed below. Douglas Fir No. 1 and better, grade (Section 131-b WCLIB) or (Section 80.11 VWVPA) Hem Fir � Select Structural, grade (Section 131-a WCLIB) or (Section 80.10 WWPA) Southern Yellow Pine No. 1 and better, grade (Southem Pine Inspection Bureau) When the material is delivered to the project, the Engineer will check the order for the appropriate grade stamp. The grade markings shall not constitute final acceptance of the material. The Engineer may reject any or all of the timber or lumber that does not comply with the specifications or has been damaged during shipping or upon delivery. 9 Inspection This section including title is revised to read: 9 Sign Posts, Mileposts, Sawed Fence Posts, and Mailbox Posts The allowable species of timber and lumber for signposts, and mileposts shall be Douglas Fir-Larch or Hem Fir. Timber and lumber for sawed fence posts and mailbox posts shall be Westem Red Cedar, Douglas Fir-Larch, or Hem Fir. Sign posts, mileposts, sawed fence posts, and mailbox posts shall conform to the grades shown below. � � 4" x 4" Construction grade (Light Framing, Section 122-b WCLIB) or (Section 40.11 VWIIPA) 4" x 6" No. 1 and better, grade (Structural Joists and Planks, Section 123-b WCLIB) or (Section 62.11 WVNPA) 6" x 6", 6" x 8", 8" x 10° No. 1 and better, grade (Posts and Timbers, Section 131-b WCLIB) or (Section 80.11 WWPA) 6" x 10", 6" x 12° No. 1 and better, grade (Beams and Stringers, Section 130-b WCLIB) or (Section 70.11 WWPA) � � -� SECTION 9-12, MASONRY UNITS August 3, 2009 9-12.4 Precast Concrete Manholes This section including title is revised to read: Ciry of Federal Way Pacific Highway South HOV Lanes Phase IV