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AG 13-142RETURN TO: EXT: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/Div: PUBLIC WORKS / STREETS 2. ORIGINATING STAFF PERSON: JOHN MULKEY EXT: 2722 3. DATE REQ. BY:ASAP 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 #):13 -142 ❑ INTERLOCAL ❑ OTHER CHANGE ORDER NO.4 5. PROJECT NAME: LAKOTA MIDDLE SCHOOL SAFE ROUTES TO SCHOOL- CONSTRUCTION MANAGEMENT 6. NAME OF CONTRACTOR: TUCCI AND SONS INC. ADDRESS: 4224 WALLER ROAD, TACOMA WA 98445 -1623 TELEPHONE:256- 922 -6676 E -MAIL: FAX: SIGNATURE NAME: MICHAEL TUCCI TITLE: PRESIDENT 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 #101471 BL, EXP. 12/31/2014 UBI # 278021315 , EXP. 3/31/2015 8. TERM: COMMENCEMENT DATE: MARCH 27, 2013 COMPLETION DATE: UPON COMPLETION 9. TOTAL COMPENSATION: $3,259.88 CO 4/$1,879,501.32 TOTAL (INCLUDE EXPENSES AND SALES TAX, IF ANY (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ❑ NO IF YES, ❑ PURCHASING: PLEASE CHARGE To: 306- 4400 - 183 - 595 -30 -650 10.. DOCUMENT / CONTRACT REVIEW 1� PROJECT MANAGER Cy DIVISION MANAGER )4 DEPUTY DIRECTOR s' DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) i LAW DEPT WHO % J MAN? COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: IO1311`1 ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ LAW DEPT F] SIGNATORY (CM O IRECTOR ® CITY CLERK L ASSIGNED AG # X( SIGNED COPY RETURNED ❑ RETURN ONE ORIGINAL COMMENTS: FXFCI)TF" 2 ORIGINALS INITIAL/ DATE SIGNED AG# -a DATE SENT: ►?$11 4— PAID BY: ❑ CONTRACTOR ❑ CITY INITIAL / DATE APPROVED i7 l - • COUNCIL APPROVAL DATE: DATE REC' D: 101 a -7j j# # 11/9 AG #: 13 -142 PROJECT NUMBER CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 4 CHANGE ORDER NUMBER Lakota Middle School Safe Routes to School PROJECT TITLE j 0/:�-7 /Zo I,- EFFECTIVE DATE Tucci and Sons, Inc. CONTRACTOR SUMMARY OF PROPOSED CHANGES: This Change Order No. 4 covers the work changes to as described below for installation and realignment of luminaires, adjustment of a monument and replacement of detectable warnings as summarized below: Installation and Re- alignment of Luminaires — SR 509 and SW 312th Street Intersection. The subcontractor, Amaya Electric was not able to install one luminiare and could not properly align another signal mounted luminaire due to conflicts with Puget Sound Energy electrical wires. Once the wires were relocated, Amaya Electric returned and completed the installation and re- alignment. Costs were for force account work to re- mobilize to the site and perform the installation work. Work was paid under minor change and costs will be removed from this bid item. A New Item B -93 — F.A. Reinstallation and Alignment of Luminaires at the estimated cost of $866.70 will be created to pay for this work. 2. Adjust Monument to Grade and Asphalt Patch— SW 312th Street A monument was noted for adjustment on the plans at Station A 17 +82.25 but no bid items was provided for to complete the work. Also, during review of the ADA facilities, one location was noted to have a noncompliant slope change within the detectable warning surface. The location was in an area that had a partial patch and partial old pavement. An area was sawcut out and paved back flat for the new detectable warning surface. Work was completed under force account. A New Item B -94 — F.A. Adjust Monument to Grade and Asphalt Patch at the estimated cost of $1,578.09 will be created to pay for this work 3. Replace Detectable Warning — SR 509 and SW 312th Street Intersection Subsequent to the asphalt patch noted above, the subcontractor was brought in to replace the detectable warning surface removed as non - compliant. This cost covers subcontractor work to put in the new surface. Work was completed under force account. A New Item B -95 — F.A. Replace Detectable Warning Surface, at the estimated amount of $815.09 will be created to pay for this work. Changes to the Bid Schedule — Lakota Middle School Safe Routes to School 1. Existing Bid Item B -1 - Minor Changes. Changes to the current bid item results in a reduction of <866.70> to the amount currently paid under this bid item to address the addition of Bid Item B -93. 2. Add New Bid Item B -93 — F.A. Installation and Re- alignment of Luminaires. This item will be paid at the agreed Force Account price of $866.70 3. Add New Item B -94 — F.A. Adjust Monument to Grade and Asphalt Patch. This item will be paid at the agreed Force Account price of $1,578.09. 4. Add New Item B -95 — F.A. Replace Detectable Warning Surface. This item will be paid at by force account in the amount of $815.09. Change Order No. 1 continued 2 of 2 Net Changes to the Bid Schedule — Lakota Middle School Safe Routes to School Change Bid Existing Change Unit Item Item Description Quantity Quantity Unit Cost Total B-93 F.A. Installation and Re- alignment of 0 Luminaires $866.70 FA $866.70 $866.70 B -94 F.A. Adjust Monument to Grade and Asphalt 0 Patch $1,578.09 FA $1,578.09 $1,578.09 B -95 F.A. Replace Detectable Warning Surface 0 $815.09 FA $815.09 1 $815.09 Total this Change Order 1 $3,259.88 The time provided for completion in the Contract is ® Unchanged ❑ Increased by Working Days ❑ Decreased. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ® No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT $ 1,809.266.25 PREVIOUS CHANGE ORDERS $ 66,975.19 THIS CHANGE ORDER $ 3,259.88 NEW CONTRACT AMOUNT $ 1,879,501.32 PL., E" i T TJ -Welo NTRACTOR'S SIGNATURE MAR AN SALLO , P.E., SIGNATURE DATE PUBLI WORKS DIRECTOR RETURN TO: c EXT: cl CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT /DIV: PUBLIC WORKS / STREETS 2. ORIGINATING STAFF PERSON: JOHN MULKEY EXT: 2722 3. DATE REQ. BY:ASAP 4. TYPE OF DOCUMENT (CHECK ONE: • CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) • PUBLIC WORKS CONTRACT Cl SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT Cl MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION l& CONTRACT AMENDMENT (AG #):13 -142 ❑ INTERLOCAL ❑ OTHER CHANGE ORDER No. 3 5. PROJECT NAME: LAKOTA MIDDLE SCHOOL SAFE ROUTES TO SCHOOL— CONSTRUCTION MANAGEMENT. 6. NAME OF CONTRACTOR: TUCCI AND SONS, INC. ADDRESS: 4224 WALLER ROAD, TACOMA. WA 98445 -1623 TELEPHONE:256- 922 -6676 E- MAIL: FAX: SIGNATURE NAME: MICHAEL TUCCI TITLE: PRESIDENT 7. EXHIBITS AND ATTACHMENTS: p SCOPE, WORK OR SERVICES V2 COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE 9 ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE #101471 BL, EXP. 12/31/2014 UBI # 278021315 , EXP. 3/31/2054 8. TERM: COMMENCEMENT DATE: MARCH 27, 2013 COMPLETION DATE: (CHANGE TO) MAY, 31, 2014 9. TOTAL COMPENSATION: $40,185.41 CO 3/$1,876,241.44 TOTAL (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: 306 - 4400 - 183 - 595 -30 -650 10. DOCUMENT/ CONTRACT REVIEW INITIAL / DATE REVIEWED INITIAL / DATE APPROVED 'R PROJECT MANAGER ^�l c'.(.� `/L� Cy • DIVISION MANAGER • DEPUTY DIRECTOR 'o DIRECTOR i1 ❑ RISK MANAGEMENT (IF APPLICABLE) LAW DEPT L� �- 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR, DATE SENT: �}�1`Ill DATEREC'D: 1 ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS X LAW DEPT 2A-SIGNATORY (CM OR DIRECTOR i><t CITY CLERK l�( ASSIGNED AG # SIGNED COPY RETURNED Y RETURN ONE ORIGINAL COMMENTS: EXECUTE " 2 " ORIGINALS INmAjj DATE SIGNED J AG# DATE SENT: 11/9 AG #: 13 -142 PROJECT NUMBER CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 3 CHANGE ORDER NUMBER Lakota Middle School Safe Routes to School PROJECT TITLE April 14, 2014 EFFECTIVE DATE Tucci and Sons, Inc. CONTRACTOR SUMMARY OF PROPOSED CHANGES: This Change Order No. 3 covers the expenses by Tucci and Son, Inc, due to delay from private utility relocation outside contractually noted items, extension of working days due to the delay and additional working days due to force account as summarized below: 1. Tucci Delay Claim. The Contractor, Tucci and Sons, Inc. have submitted a claim for delay due to conflict with utilities that had not been relocated prior to the project work being started. Per the attached letters and back up information, Tucci and Sons, Inc. has determined the amount of extra cost involved for them due to the delay and submitted that to the City. Costs were reviewed by staff and Tetra Tech independently of the claim against the amount requested in the original claim letter and was found to be reasonable. The time for the delay claim was also reviewed independently and verifies the actual delay. Per the review by Tetra Tech, Inc. there was a total of 32 days of delay due to the Relocation work. An extension of time of 32 working days is added for the delay. A New Item B -92 — Delay Claim with a defined cost of $40,185.41 will be created to pay for this work. 2. Extra Working Days for Signal Pole Base 3 Relocation The Contractor and subcontractor took three days to relocate the pole base No. 3 at SR 509 and SW 312th in Schedule B. Section 1 -08.8 paragraph j, of the Standard Specifications notes an extension of time is authorized for work performed on a force account basis. Dates of work were December 2, 3, and 4. An Extension of time of 3 working days is added for this work. Changes to the Bid schedule — Lakota Middle School Safe Routes to School 1. Add new Bid Item — B -92 - Delay Claim. This item will be paid at the agreed Lump Sum Price of $40,185.41. Net Changes to the Bid Schedule — Lakota Middle School Safe Routes to School Bid Item Description Existing Quantity Change Quantity Unit Unit Cost Change Item Total B -92 Delay Claim 0 $40,185.41 LS 1 $40,185.41 $40,185.41 Total this Change Order 1 $40,185.41 The time provided for completion in the Contract is ❑ Unchanged ® Increased by 35 Working Days ❑ Decreased. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Change Order No. 1 continued 2 of 2 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 $ 1,809266.25 PREVIOUS CHANGE ORDERS $ 26,789.78 THIS CHANGE ORDER $ 40185.41 NEW CONTRACT AMOUNT $ 1,876`241.44 TIM& HY F. TUCCI VICE - PRESIDENT ,TRACTOR'S SIGNATURE AN SALLOUM, P.E., SIGNATURE DATE IM PUBLIC WORKS DIRECTOR March 24, 2014 John Mulkey, P.E. City of Federal Way Public Works & Utilities 33325 8`h Ave. South Federal Way, WA 98063 -9718 RE: City of Federal Way Lakota Middle School Safe Routes to School Scheduling and Working Days Conflict due to PSE Utility Relocates Section 1 -09.4 Final Costs Dear Mr. Mulkey: Htlxn�ED MAR 2 6 1014 PARKS &P088UWORKS nFPaPTAAGAIT Pursuant to Section 1 -09.4 of the Washington State Standard Specification, we hereby supplement our 1 -04.5 notice dated November 8, 2013 as follows: At the preconstruction conference held on July 9, 2013, for the above mentioned project, Tucci & Sons was informed that there were existing utility conflicts within the project limits. These conflicts were scheduled for relocation in February but have been delayed and were not scheduled to start until sometime after notice to proceed which was July 17, 2013. The utilities to be relocated included all the overhead and underground power as well as Comcast and Qwest lines on the south side of SW 312th Street. In addition to 312th Street a large Puget Sound Energy pole in the middle of the intersection at SW 312tb Street and SR 509 also needed to be replaced. This work took approximately 40 to 45 days to complete. Per section 1 -08.5 of the contract documents Tucci & Sons had only 80 working days to complete this project. From the information stated above Tucci & Sons revised the project schedule to reflect the added days needed for the utility companies to complete the work on the south side of 312th. Unfortunately it took the utilities all 42 days to complete the work which put Tucci & Sons behind original schedule. Attached are the final costs for these delays. Final costs were determined by tracking labor and equipment hours. Rates were determined by WSDOT standard blue Book rates plus appropriate markup. Total cost for this is delay is $40,185.41. Tucci will also be requesting that additional working days be added to the contract time. We cannot determine this amount until substantial completion is granted. In our February 28th letter Tucci & Sons requested substantial completion but to date we have not received a response. If you have further questions, please feel free to contact me at our office. Sincerely, Tucci & Sons, Inc. Torrenson Project Manager Tucci &Sons Inc Cc: Marwan Salloum, City of Federal Way 4224 Waller Road Tacoma, Washington Alan Dryer, Tetra Tech Construction Manager 98443 -1623 Telephone 253.922.6676 Fax 253.922.2676 T Tucci & Sons Job: 196 - LAKOTA SRTS Date: 12/04/2013 Rate Used: State Log #: 18 Phase Code: 7100 Description: TRAFFIC CONTROL TRAFFIC CONTROL SUPERVISOR Labor Markup W 29.00 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 Equipment Markup W 21.00 Rental Services Markup W 21.00 8.00 43.47 347.76 Sub - Total: 347.76 Markup Ext: 100.85 Total Labor: 448,61 8.00 26.33 210.64 Sub - Total: 210.64 Markup Ext: 44.23 Total Equipment: 254.87 o rsM. e q a Sub - Total: 0.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub - Total: 0.00 Material Markup %: 21.00 Markup Ext: 0.00 Total Material: — 0-001 Total Labor: 448.61 Total Equipment: 254.87 Total Rental and Other Srvs.: 0,00 Total Materials: 0.00 Grand Total: Page t of 1 Print Date:1/14/2014 1:02:35PM r r Tucci &Sons Inc Foreman's Report Extra Work Date L4 G_ �Cl i _ Day �. C Job Number 1` —,- % Location it CO Superintendent Weather / n! nJ c/ .J Q Office Class "Equipment Total Labor Hrs. Employee Name Start Time Stop Time Emp No. Task f -0 L -T Number Type Labor &Equipment Hrs. RT OT 0 Name Rounds Material Code 7C ® 9M. W1 1 Gi:Ti ndor Phase Invoice No. Materials Received Phase Pit Materials Description Activity Subcontractor: Name Production Records Hours T Material Remarks Unit F Quantity Depth I Comments Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) TUCCI & SOBS J Job: 196 - LAKOTA SRTS Date: 12/05/2013 Rate Used: State L Log #: 19 bescrf tion + ',�G£ k��Rate�fiTistal FOREMAN (OPERATOR) 8 8.00 6 63.34 506.72 Labor Markup %: 2 Sub - Total: 5 506.72 Markup Ext: 1 146.95 Total Labor: � �- 653.67 OW Des. "ri ion Total Labor: 653.67 Total Equipment: 272.88 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: Page 1 of 1 Print Date:1/14/2014 1:06:14PM Page 1 of 1 Print Date:1/14/2014 1:06:14PM i I Tucci &Sons Inc Foreman's Report Extra Work Date / — �3 Day Job Number Location C Superintendent Weather C' Office Class Equipment Employee Name Start Time Stop Time Emp No. Task f -O -L -T Number Type Ra, �Jc��c -7, �- 3� Name Material Code Rounds co Labor & Equipment Hrs. ;-A Total Labor Hrs. RT I OT Invoice No. Materials Received Pit Materials Description I, Subcontractor: Name Prnrinrtinn RaCnrdS t r Rental Order No. Returned Hours Used Phase Activity L?iAs'tt-zl Phase Phase Location sir �-fI_ lY�3e,ir��e- �vtC(u Hours Material Unit Quantity Depth Comments Remarks UZt Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) i Tucci & $0175 Job: 196 - LAKOTA SRTS Date: 12/05/2013 Rate Used: State Log #: 20 Phase Code: 7512 Description: TRAFFIC CONTROL TRAFFIC CONTROL SUPERVISOR 9.00 43.47 391.23 TRAFFIC CONTROL SUPERVISOR(OT EXCESS) 1.00 15.89 15.89 Total Materials: Sub -Total 407.12 Labor Markup W. 29.00 Markup Ext: 118.06 Total Labor: 525.18 94 FORD, F450, FLATBED, 4X2, 14000 GVW, DIESEL, #26 9.00 IT ., . . 26.33 236.97 Sub - Total: 236.97 Equipment Markup W 21.00 Markup Ext: 49.76 Total Equipment: 286.73 Sub - Total: 0.00 Rental Services Markup W 21.00 Markup Ext: 0,00 Total Rental Services: 0.00 MIN, M Mill Sub- Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: (-- anal Total Labor: 525.18 Total Equipment: 286.73 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: Page 1 of 1 Print Date:1/14/2014 1:09:36PM Tucci &Sons Inc Foreman's Report Extra Work Date i - -10)3 D Day / /�,3, 2 n s 4 4C/ Job Number / /f Location CJ Superintendent Q Q-3 ( ("�\ Office C Class E Equipment Employee Name S Start Time S Stop Time E Em No T T k Name Rounds Material Code p as F -O -L -T Number Type Labor & Equipment Hrs. SC-- -4 Q Total Labor Hrs. RT OT WoMr� Invoice No. Materials Received Pit Materials Description Subcontractor: Name Production Records Hours I M Remarks Returned Hours Used Phase Phase Phase Activity Location Safety Information (i.e. Inspections, Barricades, Accidents, Jobsits conditions, Other) Comments Tucci & Sons FOREMAN (OPERATOR) Labor Markup W .lob: 196 - LAKOTA SRTS Date: 12/06/2013 Rate Used: State Log #: 21 Phase Code: 7512 Description: MINOR CHANGES 29.00 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, DSL, #32 Equipment Markup W 21.00 Rental Services Markup %: Material Markup W 21.00 8.00 63.34 506.72 Sub - Total: 506.72 Markup Ext: 146.95 Total Labor: F 653.67 8.00 28.19 225.52 Sub - Total: 225.52 Markup Ext: 47.36 Total Equipment: F 272.88 Sub - Total: Markup Ext: Total Rental Services 0.00 0.00 0.00 0.00 0.00 653.67 272.88 0.00 0.00 Page 1 of 1 Print Date: 1/14/2014 1:11:36PM Tucci &Sons Inc Foreman's Report Extra Work Date 1 .14— O ( Day 'il, 1fbi Job Number Locations "# Superintendent Weather Office Class Equipment Employee Name Start Time Stop Time Emp No. Task F -O -L -T Number Type S Name Rounds Material Code Labor & Equipment Hrs. �A Total Labor Hrs. RT OT Invoice No. Materials Received Pit Materials I Description Subcontractor: Name No. Activity Production Records Hours Material Unit Quantity Depth Remarks r-- Safety Information (i.e. inspections, Barricades, Accidents, Jobsite conditions, Other) ours Comments ie Phase Phase Location Tucci & Sons Job: 196 - LAKOTA SRTS Date: 12/06/2013 Rate Used: State Log #: 22 Phase Code: 7512 Description: TRAFFIC CONTROL TRAFFIC CONTROL SUPERVISOR TRAFFIC CONTROL SUPERVISOR(OT EXCESS) Labor Markup W. 29.00 8.50 43.47 369.50 0.50 15.89 7.95 Sub - Total: 377.44 Markup Ext: 109.46 Total Labor: �— dna onl 4 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 486.90 - Total Equipment: 270.80 8.50 26.33 223.81 Total Materials: Sub - Total: 223.81 Equipment Markup W 21.00 Markup Ext: 47.00 Total Equipment: 270.80 e Sub - Total: 000 Rental Services Markup W 21.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub-Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: 0.00 Total Labor: 486.90 - Total Equipment: 270.80 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: Ism 10 Page 1 of 1 Print Date:1/14/2014 1:14:37PM i ucci &Sons Inc foreman's Report Extra Work Date Job Number Location L �r L4 o O L l' D. CdA Superintendent S L Weather O Q / Employee Name Start Time Stop Time Equipment Ubor & Equipment Hrs. MMEM M� P d oun s — Material Code R Invoice No Materials Received Pit Materials Description Subcontractor: Name Production Records Hours I Material Remarks ntal Order Flo. Activity Unit I Quantity I Depth I Safety information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Returned Hours Used Phase Phase Phase Location Comments TRAFFIC CONTROL SUPERVISOR 6.50 43.47 282.56 207.09 Sub- Total: 282.56 Labor Markup W. 29.00 Markup Ext: 81.94 Total Labor: 364.50 _=Desorr 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 6.50 26.33 171.15 Sub - Total: 171.15 Equipment Markup W 21.00 Markup Ext: 35.94 Total Equipment: 207.09 en tp.-. . . a ,�5 - _Q .. �. " o Sub- Total: 0.00 Rental Services Markup W 21.00 Markup Ext: 0.00 Total Rental Services: F 0.00 Sub - Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: 0.01 Total Labor: 364.50 Total Equipment: 207.09 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: Dr Page 1 of 1 Print Date:1/14/2014 1:16:50PM Tucci &Sons Inc Foreman's Report Extra Work Date `i ! �!:%nj Day Job Number f 9 Location A ,, a.6f / ► t:► t� L C �r E1 v [7 - i Superintendent / Weather CO V Q 4/ Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs, Total Labor Hrs. Emp No. Task F -O -L -T Number Type RT OT o s s 3 0 to on /GS A� Name Rounds Material I t .l_ D f. -I Nnnre Ilcori Phasp hemaui ype vcuuvi .0 --- - it D1... Invoice No. Materials Received Pit Materials Description Subcontractor: Name Production Records Hours M Remarks Phase . Activity Location Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Comments Tucc! & Sons Job: 196 - LAKOTA SRTS Date: 12/09/2013 Rate Used: State Log #: 24 Phase Code: 7512 Description: MINOR CHANGES FOREMAN (OPERATOR) Labor Markup W 29.00 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, DSL, 432 Equipment Markup W 21.00 8.00 63.34 506.72 Sub - Total: 506.72 Markup Ext: 146.95 Total Labor: (-- 65I Al 8.00 28.19 225.52 Sub - Total: 225.52 Markup Ext: 47.36 Total Equipment: 272.88 Sub - Total: 0.00 Rental Services Markup W 21.00 Markup Ext: 0.00 Total Rental Services: 0,00 Sub - Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: n nn Total Labor: 653.67 Total Equipment: 272,88 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: a a. Page 1 of 1 Print Date:1/14/2014 1:19:14PM Tucci &Sons Inc Foreman's Report Extra Work J �3 R Date Day Job Number j Location Superintendent Weather Office Class Equipment Employee Name Start Time Stop Time Emp No. Task F -0-L -T Number Type Name Material Code Rounds w Labor b Equipment Hrs. �A Total Labor Hrs. RT I OT Invoice No. Materials Received Pit Materials I Description Subcontractor: Name Rental Order Activity i Production Records Hours Material Unit Quantity Depth Remarks 4 A.� E t S i e i Safety Information (i.e. inspections, Barricades, Accidents, Jobsite conditions, Other) t rs Used Phase Phase Phase Location Comments Tucci & Sons Job: 196 - LAKOTA SRTS Date: 12/10/2013 Rate Used: State Log #: 25 Phase Code: 7512 Description: MINOR CHANGES FOREMAN (OPERATOR) Labor Markup W 29.00 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, DSL, #32 Equipment Markup W 21.00 8.00 63.34 506.72 Sub - Total: 506.72 Markup Ext: 146.95 Total Labor: 653 67 8.00 28.19 225.52 Sub - Total: 225.52 Markup Ext: 47.36 Total Equipment: F— 272.88 Sub - Total: 0.00 Rental Services Markup W 21.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub- Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: 0,00 Total Labor: 653.67 Total Equipment: 272.88 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: 1, W", Page I or 1 Print Date:1 11412014 1:21:26PM Tucci &Sons Inc Foreman's Report Extra Work Date f c�L — /0 — j j D.y ue,:,�.1 Job Number I !C � Location rI Superintendent Weather Office Class Equipment Employee Name Start Time Stop Time Emp No. Task F -O -L -T Number Type CY++wV 7 :30 —,3.30 3 s Name Rounds Material Code <l! CO Iz- Labor & Equipment Hrs. Total Labor Hrs. RT OT Rental) Invoice No. Materials Received Pit Materials Description Subcontractor: Name Activity ours Phase Phase Location " -- -- - Hours Material Unit Quantity Depth Comments Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) sV, -..f -�a�, nbs. "roar . T I sx OtaL e TRAFFIC CONTROL SUPERVISOR 8.00 43.47 347.76 Sub - Total: 347.76 Labor Markup %: 29.00 Markup Ext: 100.85 Total Labor: F 448.61 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 8.00 Sub - Total: Equipment Markup W 21.00 Markup Ext: Total Equipment: Sub - Total: Rental Services Markup %: 21.00 Markup Ext: Total Rental Services: Sub - Total: Material Markup W 21.00 Markup Ext: Total Material: Page 1 of 1 26.33 210.64 210.64 0.00 0.00 0.00 0.00 Total Labor: 448.61 Total Equipment: 254.87 Total Rental and Other Srvs.: 0,00 Total Materials: 0.00 Grand Total: lk".� Print Date: 1/14/2014 1.91.1 rMU Tucci &Sons Inc Foreman's Report Extra Work Date / JAO/3 Day 77_ < Job Number ,./1 J Location In A PC -Lea n �a f 7 f I-ID 0 L- 4e SC 0+40 Superintendent -% r9 X � c �,.� .� a , Weather µ. 7�) ky rF- �,r� 1--i-,> Q Employee Name Start Time Stop Time Labor & Equipment Hrs. IN M. f I-� ILY <-■.i 0.■■ a I_----.■MEMEM M ; IMMMMMOMMEMEM I®M®MMME®ENEM Name Rounds Material Rental/Type Vendor Rental Order No. Invoice No. Materials Received Pit Materials Description Subcontractor: Name Activity Production Records Hours I Material Unit Quantity Depth Comments Phase Phase Location Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Tucci & Sons Job: 196 - LAKOTA SRTS Date: 12/11/2013 Rate Used: State Log #: 27 Phase Code: 7512 Description: TRAFFIC CONTROL TRAFFIC CONTROL SUPERVISOR 525.18 Total Equipment: 286.73 TRAFFIC CONTROL SUPERVISOR(OT EXCESS) 9.00 43.47 391.23 0.00 Grand Total: 1.00 15.89 15.89 Sub - Total: 407.12 Labor Markup %: 29.00 Markup Ext: 118.06 Total Labor: 525.18 uipmn, kor ors fiats 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 t... 9.00 26.33 236.97 Equipment Markup W 21.00 Sub - Total: Markup Ext: 236.97 Total Equipment: 49.76 286.73 NMI- ME e:, r _Mm� Rental Services Markup W 21.00 Sub - Total: Markup Ext: 0.00 Total Rental Services: 0.00 0,00 111119. wl� Material Markup W 21.00 Sub - Total: Markup Ext: 000 -- 0.00 Total Material (_ n nnl Total Labor: 525.18 Total Equipment: 286.73 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: 0,11. Page 1 of 1 Print Date:1/14/2014 1:25:13PM Tucci &Sons Inc Foreman's Report Extra Work Date / / Day Job Number Location Ise �� . Superintendent �2 2 - , 4 � �- Weather t4 )_I") U O Q Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. RT OT Emp No. Task F -O -L -T Number Type -N Rleme nounas e Vendor Rental Order No. Returned Hours Phase Invoice 140. rviatoi,a- 1 •�� - Unit Quantity Depth Comments Description Phase Pit Materials Subcontractor: Name Activity Location Production Hours Records Material Unit Quantity Depth Comments Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) FOREMAN (OPERATOR) 653.67 8.00 63.34 506.72 Total Rental and Other Srvs.: 0,00 Sub - Total: 506.72 Labor Markup W 29.00 Markup Ext: 146.95 Total Labor: 653.67 w .. A ip„iyfe Descrt �,� �?•. i� ., . �`��r,,�,.. ,�.,�_ �. ,. , ��4ate.. alb 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, DSL, #32 8.00 ,. 28.19 225.52 Sub - Total: 225.52 Equipment Markup W 21.00 Markup Ext: 47.36 Total Equipment: 272.881 n . OEM- MEN N9 De ,chip rp 1 _ .� ,._... ... Sub- Total: 0.00 Rental Services Markup W 21.00 Markup Ext: 0.00 Total Rental Services: 0.00 10� . _. Sub - Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: 0-00 Total Labor: 653.67 Total Equipment: 272.88 Total Rental and Other Srvs.: 0,00 Total Materials: 0.00 Grand Total: I � 100 Page 1 of 1 Print Date:1114/2014 1:27:02PM iucci &Sons Inc Date 1 –1 — I I — Foreman's Report Extra Work Job Number Location t G��� .J Superintendent } z Weather � � Q Office Class Equipment Employee Name Start Time Stop Emp No. Task F -O -L -T Number Type 92 K V 7 :3:::d 32 S = / Name Material Code Rounds Labor & Equipment Hrs. L� Total Labor Hrs. RT OT Invoice No. Materials Received Pit Materials I Description Subcontractor: Name Vendor Rental Order No. Activity rs Used Phase I Phase Phase Location Production Hours Records Material Unit Quantity Depth Comments Remarks LA Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) c t ,rd Tucci Bic Sons Job: 196 - LAKOTA SRTS Date: 12/12/2013 Rate Used: State Log #: 29 Phase Code: 7512 Description: MINOR CHANGES FOREMAN (OPERATOR) Labor Markup W 29.00 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, DSL, #32 Equipment Markup %: 21.00 8.00 63.34 506.72 Sub - Total: 506.72 Markup Ext: 146.95 Total Labor: — 653.67 8.00 28.19 225.52 Sub - Total: 225.52 Markup Ext: 47.36 Total Equipment: �— 272.88 Sub - Total: 0.00 Rental Services Markup W 21.00 Markup Ext: 0.00 Total Rental Services: Sub- Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: I 0,00 Total Labor: 653.67 Total Equipment: 272.88 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: WgWWW Page 1 of 1 Print Date:1 114 /2014 1:29:22PM Tucci &Sons Inc Foreman's Report Extra Work Date _ Day Job Number Location ( (;( ,�� �: Superintendent Weather yr2� 9 4/ Employee Name Start Time Stop Time Office Class Equipment Labor &Equipment Hrs. Total Labor Hrs. Emp No. Task F -O -L -T Number Type AT OT II Material Code Hounds Rental Order No. Invoice No. Materials Received Phase Production Records Hours I Material Unit Quantity Depth Comments i Remarks i4 111'!l r L w'� ! lCC Safety Information (Le. Inspections, Barricades, Accidents, Jobsite conditions, Other) Description Phase Pit Materials Subcontractor: Name Activity Location a I ,fW�S S �a r a . tf�&a I ION Production Records Hours I Material Unit Quantity Depth Comments i Remarks i4 111'!l r L w'� ! lCC Safety Information (Le. Inspections, Barricades, Accidents, Jobsite conditions, Other) Tucci & Sons Job: 196 - LAKOTA SRTS Date: 12/12/2013 Rate Used: State Log #: 30 Phase Code: 7100 Description: TRAFFIC CONTROL TRAFFIC CONTROL SUPERVISOR 9.00 43.47 391.23 TRAFFIC CONTROL SUPERVISOR(OT EXCESS) 1.00 15.89 15.89 Total Materials: Sub - Total: 407.12 Labor Markup %: 29.00 Markup Ext: 118.06 Total Labor: r 525.18 94 FORD, F450, FLATBED, 4X2, 14000 GVW, DIESEL, #26 9.00 26.33 236.97 Sub - Total: 236.97 Equipment Markup W 21.00 Markup Ext: 49.76 Total Equipment: 286.73 Sub - Total: 0.00 Rental Services Markup W 21.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub - Total: 0.00 Material Markup %: 21.00 Markup Ext: 0.00 Total Material: 0.00 Total Labor: 525.18 Total Equipment: 286.73 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total:' Page 1 of 1 Print Date:1/14/2014 1:36:57PM Tucci &Sons Inc Foreman's Report Extra Work Date G x2013 Day. /y 2S Job Number // 4 / / 4 Location L A K-) /4 % I p a �, S� �� an �/� .12fi Q.. Superintendent / y 2 2 G .,l Q A LJ S n r l O V -Z. Weather (Le j un_` 1 ?A Employee Name Start Time Stop Time Equipment Labor . Equipment MEN Name ame Rounds Material r No. Returned Hours Used Phase Phase Invoice No. Materials Received Phase Pit Materials Description Subcontractor: Name Activity Location Production Records Hours Material Unit Quantity Depth Comments Remarks I Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Tucc! & Sons Job: 196 - LAKOTA SRTS Date: 12/13/2013 Rate Used: State Log #: 31 Phase Code: 7512 Description: MINOR CHANGES p -!`' t9 s ' ..I xL s�i ::.11, �I pX�R44f{ „r ,! ! x `+� I , k�'re g3" #[ ' r w eSCsCI IOnx „«. tt s r� k e ps!lRtIOUCSfr� Ra4et$�°�Oa FOREMAN (OPERATOR) 8.00 63.34 506.72 Sub - Total: 506.72 Labor Markup W 29.00 Markup Ext: 146.95 Q Total Labor: F 653.67 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, DSL, #32 8 00 28 19 225.52 Sub - Total: 225.52 Markup Equipment 21.00 Markup Ext: 47.36 po /o. . Total Equipment: 272,88 Sub - Total: 0.00 Rental Services Markup %: 21.00 Markup Ext: 0,00 Total Rental Services: 0.00 Sub - Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: _ 0,00 Total Labor: 653.67 Total Equipment: 272.88 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: I M1 Page 1 of 1 Print Date:1/14/2014 1:38:26PM Tucci &Sons Inc Foreman's Report Extra Work Date — 7 ! —/I Day Job Number Location C U 6f 0, �� ` .�(��` Superintendent - Weather Q Office Class Equipment Employee Name Start Time Stop Time Emp No. Task f -O -L -T Number Type Labor b Equipment Hrs. P ,C c, --Z '• 3a ,3 2 S - i Name Material Code Rounds O Total Labor Hrs. RT OT Used R Phase 111MUC; U. Pit Materials Description Phase Subcontractor: Name Activity Location 4 YV�O•- v� .� r �f ,' c e '� a, �, Production Records Hours Material --T Unit Quantity Depth Comments I Remarks l All 1�11 Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Tucci & Sons Job: 196 - LAKOTA SRTS Date: 12/13/2013 Rate Used: State Log #: 32 Phase Code: 7100 Description: TRAFFIC CONTROL TRAFFIC CONTROL SUPERVISOR 9.00 43.47 391.23 TRAFFIC CONTROL SUPERVISOR(OT EXCESS) 1.00 15.89 15.89 Sub - Total: 407.12 Labor Markup W 29.00 Markup Ext: 118.06 Total Labor: F 525.18 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 Equipment Markup %: 21.00 Rental Services Markup W Material Markup W 21.00 21.00 9.00 26.33 236.97 Sub - Total: 236.97 Markup Ext: 49.76 Total Equipment: 286.73 s Sub - Total: 0.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub - Total: Markup Ext: Total Material: 0.00 0.00 525.18 286.73 0.00 0.00 3 Page 1 of 1 Print Date:1/14/2014 1:39:59PM Tucci &Sons Inc Foreman's Report Extra Work Date 1-3 DEC 13 Day F/2 t Li F, Job Number 9 Location L A r 0 -7-,i %i i %J L� . )C� r) t�t� R .- Superintendent Weather Employee Name Start Time Stop Time Labor & Equipment Hrs. Iff M., Name Rounds Material Code Re Invoice No. Materials Received Pit Materials Description Vendor Subcontractor: Name I Activity Production Records Hours Material Unit Quantity Depth Comments Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) 3 Phase Phase Location Tucci & Sons Job: 196 - LAKOTA SRTS 272.88 Total Rental and Other Srvs.: Date: Phase Code: 12/16/2013 Rate Used: State 7512 Description: MINOR CHANGES Log #: 33 FOREMAN (OPERATOR) 8.00 63.34 506.72 Labor Markup W 29.00 Sub - Total: Markup Ext: 506.72 146.95 Total Labor: 653.67 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, DSL, #32 8.00 28 19 225.52 Sub - Total: 225.52 Equipment Markup W 21.00 Markup Ext: 47.36 Total Equipment: �- 272.881 Sub - Total: 0.00 Rental Services Markup W 21.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub - Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: n nn Total Labor: 653.67 Total Equipment: 272.88 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: r Page 1 of 1 Print Date:1/1412014 1:41:05PM Tucci &Sons Inc Foreman's Report Extra Work Date pay�� Job Number Location % Q Superintendent Weather r10 t Q l Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. OT Emp No. Task F -O -L -T Number Type 3 ;2- 8 FT- ..., Material Code r Retu Phase invoice rio. Ap Phase Description Activity Location Pit Materials Subcontractor: Name Production Records Hours I Material Remarks Unit Quantity Depth �- t (?1 Safety Information (i.e. Inspections, Barricades, Accidents, Jo6site conditions, Other) Comments Tucci & Sons Job: 196 - LAKOTA SRTS 525.18 Date: 12/16/2013 Rate Used: State Log #: 34 Phase Code: 7100 Description: TRAFFIC CONTROL - bor a Elm TRAFFIC CONTROL SUPERVISOR , ,.X3` '� "'�' rs� ,' 'Rate���zTOtal TRAFFIC CONTROL SUPERVISOR(OT EXCESS) 9.00 43.47 391.23 1.00 15.89 15.89 Labor Markup W 29 00 Sub - Total: 407.12 Markup Ext: 118.06 Total Labor: �— 525.18 gu p n OEM Descrl fang . j! 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 m Hour ti 6.33 Total .236.97 9.00 26.33 Equipment Markup %: 21.00 Sub - Total: 236.97 Markup Ext: 49.76 I mill 11, Niffij Total Equipment: 286.73 e I o alb Rental Services Markup W 21.00 Sub- Total: 000 Markup Ext: 0.00 Total Rental Services: 0.00 ate Material Markup %: 21.00 Sub- Total: 0.00 Markup Ext: 000 Total Material: 0.001 Total Labor: 525.18 Total Equipment: 286.73 Total Rental and Other Srvs.: 000 Total Materials: 0.00 Grand Total: IMMEMOMW Page 1 of 1 Print Date:11/14/2014 1:42:45PM Tucci &Sons Inc Foreman's Report Extra Work Date , / mss! aQ 13 Day / J ?0 t} Job Number +" 196 Location Superintendent �/L 2 E u D N ej S,) .Aj Weather C1, U0 L., 0 \ ►" �1 Q Employee Name Start Time Stop Tim Equipment Labor & Equipment Hrs. In. N,, SOMME MENEM name Rounds Material Code o,.�.......a Wmtrc I Icari Phase I Rental/Type venaor ncniai viuci U. Ph�ca Invoice No. Materials Received Pit Materials Description Subcontractor: Name Prnrinrtinn Racnrds Phase Activity Location Hours Material Unit Quantity Depth Comments Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Tucci & Sons Job: 196 - LAKOTA SRTS Date: 12/17/2013 Rate Used: State Log #• 35 Phase Code: 7512 Description: MINOR CHANGES FOREMAN (OPERATOR) Labor Markup %: 29.00 05 FORD, SUPERDUTY F450, FLATBED, 4X2, 16000 GVW DSL, #32 Equipment Markup W 21.00 8.00 63.34 506.72 Sub - Total: 506.72 Markup Ext: 146.95 Total Labor: 653.67 8.00 28.19 225.52 Sub-Total: 225.52 Markup Ext: 47.36 Total Equipment: 272.88 Sub - Total: 0.00 Rental Services Markup W 21.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub - Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: 0,00 Total Labor: to 653.67 Total Equipment: 272.88 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: al Page 1 of 1 Print Date:1114/2014 1:44:21PM Tucci &Sons Inc Foreman's Report Extra Work Date I co' I / Day UPC I' Job Number q6 Location U -(} ;` 5 `; 1�cxn Superintendent Weather co a lz4c,7,� D Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. RT Emp No. Task F -O -L -T Number Type _ OT nuunus Material Code n..a., _.....J W—rc I Icad Phase Rental/Type r vendor nci,kal VIUM "U. Phaca o.,.. 4-4 Production Records Hours Material Remarks Unit Quantity Depth Comments u4-)> 1,4f C Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Pit Materials Description Phase Subcontractor: Name Activity Location �1 "t/0k All f.)uJe Production Records Hours Material Remarks Unit Quantity Depth Comments u4-)> 1,4f C Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Tucci & Sons Job: 196 - LAKOTA SRTS Date: 12/17/2013 Rate Used: State Log #: 36 Phase Code: 7100 Description: TRAFFIC CONTROL TRAFFIC CONTROL SUPERVISOR - 9.00 ... _:. .a. 43.47 391.23 TRAFFIC CONTROL SUPERVISOR(OT EXCESS) 1.00 15.89 15.89 Total Materials: Sub - Total: 407.12 Labor Markup %: 29.00 Markup Ext: 118.06 Total Labor: 525.18 94 FORD, F450, FLATBED, 4X2, 14000 GVW, DIESEL, #26 9.00 26.33 236.97 Sub - Total: 236.97 Equipment Markup W 21.00 Markup Ext: 49.76 Total Equipment: 286.73 e Sub - Total: 0.00 Rental Services Markup W 21.00 Markup Ext: 0.00 Total Rental Services: 0.00 �'D,e crt on wo_ am Sub - Total: 0.00 Material Markup %: 21.00 Markup Ext: 0,00 Total Material: 0_o0 Total Labor: 525.18 Total Equipment: 286.73 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: I�P Delo-_11 Page 1 of 1 Print Date:1/14/2014 1:45:36PM Tucci &Sons Inc Foreman's Report Extra Work Date P? LJ� G v� P--:3 Day / �f 5 i� tit U - 4U Job Number 9 CO � Location ����p',q f f t �C EC 4 U ^ O 4,— fi E't0. 0A Q. Superintendent Weather f �yf �, a 61LQ f JD �.J Q Employee Name Start Time Stop Time— Equipment Labor I�--�_■■■■�■- NEE 110 I�_---.■.M 11M M ■..�■- 11M ON ■.�■■- ---1■■M■��- IIMMEMOME ME MEMOMMME Name Rounds Material Code Rental/Type Invoice No. Materials Received Pit Materials I Description Subcontractor: Name 1167 Activity se Phase L Phase Production Records Hours Mated Unit Quantity Depth Comments ri Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Location TUCCI & Solis Job: 196 - LAKOTA SRTS Date: 12/18/2013 Rate Used: State Log #: 37 Phase Code: 7100 Description: TRAFFIC CONTROL TRAFFIC CONTROL SUPERVISOR TRAFFIC CONTROL SUPERVISOR(OT EXCESS) Labor Markup W 29.00 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 Equipment Markup W 21.00 Rental Services Markup W 21.00 9.00 43.47 391.23 1.00 15.89 15.89 Sub - Total: 407.12 Markup Ext: 118.06 Total Labor: F- 525.1 9.00 26.33 236.97 Sub - Total: 236.97 Markup Ext: 49.76 Total Equipment: 286.73 FAW =me Sub - Total: 000 Markup Ext: 0.00 Total Rental Services: 0.00 Sub - Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: O.pp Total Labor: 525.18 Total Equipment: 286.73 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: C Page I of 1 Print Date:1/14/2014 1:47:57PM Tucci &Sons Inc Foreman's Report Extra Work Date / 1) C J-0 131 Day D Aj - Job Number A;?— /,g (,, l Location A K d 7nA / y / / 1� � C F � C F4 o o t- Superintendent 70 /Z 0 -4 Weather 0 Q D Employee Name Start Time Stop Time Equipment Labor & Equipment Hrs. Total bo . I E • I��?� I&DIMM�■ - Ems■ Name Rounds Material Code Rental/Type Invoice No. Materials Received Pit Materials Description Subcontractor: Name Production Records Hours I Material Remarks Rental Order No. Returned Hours Used Phase Phase Phase Activity Location Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Comments TUCC! & $Oils Job: 196 - LAKOTA SRTS Date: 12/18/2013 Rate Used: State Log #: 38 Phase Code: 7512 Description: MINOR CHANGES FOREMAN (OPERATOR) Labor Markup %: 29.00 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, DSL, #32 Equipment Markup W 21.00 Rental Services Markup W 21.00 Material Markup W 21.00 8.00 63.34 506.72 Sub - Total: 506.72 Markup Ext: �--- -- 146.95 Total Labor: I 653.671 8.00 28.19 225.52 Sub - Total: 225.52 Markup Ext: 47.36 Total Equipment: 272.88 Grand Total: Mo ar at. o Sub - Total: 0.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub - Total: 0.00 Markup Ext: 0.00 Total Material: 1 0.001 Total Labor: 653.67 Total Equipment: 272.88 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: Page 1 of 1 Print Date:1/14/2014 1:56:23PM Tucci &Sons Inc Foreman's Report Extra Work Employee Name Start Time Stop Time % ' 72! 10 Office Emp No. Task Class F -O -L -T Equipment Number Type HE 1. Name Rounds Material Code Invoice No. Materials Received Pit Materials' Description Y Subcontractor: Name Hours Used _ Phase Phase Phase Activity Location Sty i c Production Records Hours Material Unit Quantity Depth Re Comments TRAFFIC CONTROL SUPERVISOR 8.50 43.47 369.50 TRAFFIC CONTROL SUPERVISOR(OT EXCESS) 0.50 15.89 7.95 Sub - Total: 377.44 Labor Markup W 29.00 Markup Ext: 109.46 Total Labor: 486.90 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 Equipment Markup %: 21.00 8.50 26.33 223.81 Sub - Total: 223.81 Markup Ext: 47.00 Total Equipment: �- 270.80 Sub- Total: 0.00 Rental Services Markup %: 21.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub -Total 0.00 Material Markup W 21.00 Markup Ext 0.00 Total Material: 0.00 Page 1 of 1 Total Labor: 486.90 Total Equipment: 270.80 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: j 0�� Print Date:1 /1412014 1:58:25PM Tucci &Sons Inc Foreman's Report Extra Work Date /9 1JE// C 0 13 Day 7/—/ A Job Number f-^ /96 6 r OT �.^ � Location It b 7l} �r D n C.� JG& ©o fC° O� GCJ A t/ Superintendent 70 /Z y O /) G / Weather Q Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. Emp No. Task F -O -L -T Number Type RT OT 3:3UPI Alo L Name Material Code Rounds 91 Invoice No. Materials Received Pit Materials I Description Subcontractor: Name Production Records Hours I Mate Vendor 81561 Activity Location Comments ase Phase Phase Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) FOREMAN (OPERATOR) Labor Markup W W II 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, DSL, #32 Equipment Markup W 21.00 Rental Services Markup W Material Markup W Page 1 of 1 21.00 21.00 ''RIWII* H&Rg%4051 ra n i Rate "NOW CTM Tot .. of al 8.00 63.34 506.72 Sub - Total: 506.72 Markup Ext: 146.95 Total Labor: 653.67 8.00 28.19 225.52 Sub - Total: 225.52 Markup Ext: 47.36 Total Equipment: C_ 272.88 Sub - Total: 0.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub - Total: Markup Ext: Total Material: 0.00 0.00 �— 0.00 653.67 272.88 0.00 0.00 Print Date:1/14/2014 2:00:27PM Tucci &Sons Inc Foreman's Report Extra Work Date � — 1 -i " 3 Day Is Job Number /1 , q6 Location Total Labor Hrs. RT OT Emp No. Task Superintendent Weather Type M Co Z Q n �I L Employee Name Start Time Stop Time Office Equipment Labor & Equipment Hrs. Total Labor Hrs. RT OT Emp No. Task gClasssT f Number Type MUMS Material Code Rental/Type Vendor 1' Invoice No. Materials Received Pit Materials Description Subcontractor: Name No. Returned Hours Used Phase Phase Phase Activity Location Hours Material Unit Quantity Depth Comments Remarks 7-5-12-- Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions; Other) — GCr 'rt,S Tucci & Sons Job: 196 - LAKOTA SRTS Date: 12/20/2013 Rate Used: State Log #: 41 Phase Code: 7512 Description: MINOR CHANGES FOREMAN (OPERATOR) Labor Markup %: 29.00 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, DSL, 432 Equipment Markup W 21.00 ' 8.00 63.34 506.72 Sub - Total: 506.72 Markup Ext: 146.95 Total Labor: FRA a7 8.00 28.19 225.52 Sub - Total: 225.52 Markup Ext: 47.36 Total Equipment: �— 272.88 Rental Services Markup %: 21.00 Sub - Total: 0.00 Markup Ext: 0.00 Total Rental Services: 0.00 NO NO Writ, Sub - Total: 0.00 Material Markup %: 21.00 Markup Ext: 000 Total Material: 0.00 a Total Labor: 653.67 Total Equipment: 272.88 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: rlmdd Page 1 of 1 Print Date:1/14/2014 2:02:09PM Tucci &Sons Inc Foreman's Report Extra Work �o IN Date 1 — 70 —/ 1 3 Day { l c Job Number l �7 6 CO \ `� Location Q Superintendent Weather !S�tp li Ny Employee Name Start Time Stop Time + CV^c 1.3o -31 3d Office Class Equipment Labor & Equipment Hrs. 8 Total Labor Hrs. Emp No. �� Task — F -O -L -T Number 3 Type S -7- RT OT wane Material Code rsounas 3 Returned 0—;—A - Phase Prnduction Records Hours Material Unit Quantity Depth Comments Pit Materials Description Phase Subcontractor: Name Activity Location u �- t,�� �• rht c , i� a4 Prnduction Records Hours Material Unit Quantity Depth Comments Remarks I Safety In (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Tued & Sons Job: 196 - LAKOTA SRTS Date: 12/20/2013 Rate Used: State Log #: 42 Phase Code: 7100 Description: MINOR CHANGES TRAFFIC CONTROL SUPERVISOR TRAFFIC CONTROL SUPERVISOR(OT EXCESS) Labor Markup W 29.00 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 Equipment Markup W 21.00 Rental Services Markup W 21.00 9.00 43.47 391.23 1.00 15.89 15.89 Sub - Total: 407.12 Markup Ext: 118.06 Total Labor: �— 525.18 9.00 26.33 236.97 Sub - Total: 236.97 Markup Ext: Total Equipment: 49.76 286.73 Total Materials: W- . Grand Total: _ Sub-Total: 0.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub - Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: 0.00 Total Labor: 525.18 Total Equipment: 286.73 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: 3r Page 1 of t Print Date:1/14/2014 2:04:37PM Tucci &Sons Inc Foreman's Report Extra Work q (LP ON Date d O /_J C C i J Day Job Number 1% f19 % Ve- CO Location L, A le ?fy 1 T) r3 L L C' N 0j:) T Superintendent /p 2 /Z V Q n 1-4 nJ S e3 tj S Weather EAJ 0 t.0 toZ Q / Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs, Emp No. Task F -O -L -T Number Type RT OT 014& ts Po Ss A --° L -- A110 C 4 Name Material Code Rounds Invoice No. Materials Received Pit Materials I Description S/u�bcontractor: Name Drnrinn #inn Rae nrde Vendor Rental Order No. Returned Hours Used Phase Activity Location Phase Phase Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Tucci & Sons Job: 196 - LAKOTA SRTS Date: 12/23/2013 Rate Used: State Log #: 43 Phase Code: 7100 Description: TRAFFIC CONTROL TRAFFIC CONTROL SUPERVISOR TRAFFIC CONTROL SUPERVISOR(OT EXCESS) Sub- Total: Labor Markup W 29.00 Markup Ext: Total Labor: ........... 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 Sub - Total: Equipment Markup W 21.00 Markup Ext: Total Equipment: 9.50 43.47 412.97 1.50 15.89 23.84 436.80 126.67 563.47 9.50 Sub - Total: Rental Services Markup W 21.00 Markup Ext: Total Rental Services: Sub - Total: Material Markup %: 21.00 Markup Ext Total Material: 26.33 250.14 250.14 0.00 0.00 C_ 0.00 0.00 0.00 0.00 Total Labor: 563.47 Total Equipment: 302.66 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: 0�� Page 1 of 1 Print Date:1/14/2014 2:07:05PM Tucci &Sons Inc Foreman's Report Extra Work Date ct _'S /) F c- K-3 /96 ' Job Number CO Location sl !L U ?'f- Q- Superintendent 2 26- Y Weather A I ] 1 V 1. Q 10 Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. Emp No. Task F -O -L -T Number Type RT OT a & 30 P Name Material Code Rounds Rental/Type Vendor Rental Order No. Returned Hours Used Phase Invoice No. Materials Received Phase Pit Materials Description Phase Subcontractor: Name Activity Location Production Records Hours M Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Comments Tucci & Sons Job: 196 - LAKOTA SRTS Date: 12123/2013 Rate Used: State Log #: 44 Phase Code: 7512 Description: MINOR CHANGES FOREMAN (OPERATOR) 653.67 8.00 63.34 506.72 Total Rental and Other Srvs.: 0.00 Sub- Total: 506.72 Labor Markup W 29.00 Markup Ext: 146.95 Total Labor: _ 653.67 ZEN= Equ p Desc�ptiont mm Total' 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, DSL, #32 8.00 28.19 225.52 Sub - Total: 225.52 Equipment Markup W 21.00 Markup Ext: 47.36 Total Equipment: 272.88 Y � t Sub - Total: 0.00 Rental Services Markup W 21.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub - Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: n nn Total Labor: 653.67 Total Equipment: 272.88 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: MENNN- .: Page 1 of 1 Print Date:1/1412014 2:08:34PM Tucci &Sons Inc Foreman's Report Extra Work Date a, ,J + 13 Day 1 lC 6's L/ Cv Job Number i - Location a Superintendent Weather S t ✓Cfs ��.a Q A Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. Emp No. Task F -O -L -T Number Typed RT OT k CMC -7 © C� Name Rounds Material Code i Rental[Type Vendor Rental Order No. Returned Hours Used Phase Invoice No. Materials Received Phase Production Records Hours Material Unit Quantity Depth Comments Remarks L-k sC' . Safety Information (i.e. inspections, Barricades, Accidents, Jobsite conditions, Other) AV Pit Materials Description Phase Subcontractor: Name Activity Location 1 t ✓s a � 3 ►� Production Records Hours Material Unit Quantity Depth Comments Remarks L-k sC' . Safety Information (i.e. inspections, Barricades, Accidents, Jobsite conditions, Other) Tucci & Sons Job: 196 - LAKOTA SRTS Date: 12/26/2013 Rate Used: State Log #: 45 Phase Code: 7512 Description: MINOR CHANGES FOREMAN (OPERATOR) 8.00 63.34 506.72 Sub - Total: 506.72 Labor Markup %: 29.00 Markup Ext: 146.95 Total Labor: 653.67 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, 1 #32 8.00 28.19 225.52 Sub - Total: 225.52 Equipment Markup W 21.00 Markup Ext: 47.36 Total Equipment: �— 272.88 Sub - Total: 0.00 Rental Services Markup W 21.00 Markup Ext: _ 0.00 Total Rental Services: 0.00 Sub - Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: 0.00 ill 1111=1111011111MIM Total Labor: 653.67 Total Equipment: 272.88 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: U„ Y--"" Page 1 of 1 Print Date:1/14/2014 2:14:49PM Tucci &Sons Inc Foreman's Report Extra Work Date ^ j — ! -:� Day. T2 y Job Number Location L G �cCi a —C-4, ),4 Superintendent Weather te } 6 rr co uz MOWN Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. Emp No. Task F -O -L -T Type RT OT ^?Number Name Rounds Material Code Rental/Type Invoice No. Materials Received Pit Materials Description -" Subcontractor: Name PrnAurtinn Recnrris Order No. Returned Hours Used Phase Phase Activity Location Remarks -7 5446 S -- �--( CCU CU h4 t�`cic _ -A 1 1 Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) t r Tucci & Sons Job: 196 - LAKOTA SRTS Date: 12/26/2013 Rate Used: State Log #: 46 Phase Code: 7100 Description: TRAFFIC CONTROL TRAFFIC CONTROL SUPERVISOR 8.00 43.47 347.76 Sub - Total: 347.76 Labor Markup %: 29.00 Markup Ext: 100.85 Total Labor: F 448.61 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 Equipment Markup W 21.00 8.00 26.33 210.64 Sub - Total: 210.64 Markup Ext: 44.23 Total Equipment: 254.87 Sub - Total: 000 Rental Services Markup W 21.00 Markup Ext: 0.00 Total Rental Services: 0,00 Sub - Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: 0.00 Total Labor: 448.61 Total Equipment: 254.87 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: j f 41 30� Page 1 of 1 Print Date:1/14/2014 2:16:13PM Tucci &Sons Inc Foreman's Report Extra Work Date — C Day /� U Equipment If Labor & Equipment Hrs. f Total Labor Hrs. Emp No. Job Number F -O -L -T Number Type Location % 4 W- A t.E a Q- Superintendent Q ^ Cy f, Weather -4 n L- , / Employee Name Start Time Stop Time Office Class Equipment If Labor & Equipment Hrs. f Total Labor Hrs. Emp No. Task F -O -L -T Number Type RT OT r I (ni c,.4 + w Name Rounds Material Code RentallType Invoice No. Materials Received Pit Materials Description Subcontractor: Name Rental 0 Activity rued Hours Production Records Hours I Material Unit Quantity Depth Comments Remarks Safety information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Location ase Phase Phase Tucci & Sons Job: 196 - LAKOTA SRTS Date: 12/27/2013 Rate Used: State Log #: 47 Phase Code: 7512 Description: MINOR CHANGES FOREMAN (OPERATOR) Labor Markup W 29.00 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, DSL, #32 Equipment Markup %: 21.00 Rental Services Markup W 21.00 Material Markup %: 21.00 8.00 63.34 506.72 Sub - Total: 506.72 Markup Ext: 146.95 Total Labor: 653.67 8.00 28.19 225.52 Sub - Total: 225.52 Markup Ext: 47.36 Total Equipment: _ 272.88 Grand Total: NEW, urs Sub - Total: 0.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub - Total: 0.00 Markup Ext: 0.00 Total Material: nnl Total Labor: 653.67 Total Equipment: 272.88 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: Page 1 of 1 Print Date:1/14/2014 2:18:02PM Tucci &Sons Inc Foreman's Report Extra Work Date ' / ' Day 1 r J6 (4 Job Number Location U (6�c, Superintendent Weather CO 00) Z, U �y Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. qT OT Emp No. Task F -0-L -T Number Type r � ",� �' V j ndine Material Code Kounas RentaliType Vendor Rental Order No. Returned Hours Used Phase Invoice No. Materials Received Pit Materials Description Subcontractor: Name Production Records Hours I Mai Remarks 7�- -- Activity a.krk Ctf Comments Phase Phase Location safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) ! t Ac- t (Je M% TRAFFIC CONTROL SUPERVISOR 8.00 43.47 347.76 Total Material: Sub - Total: 347.76 Labor Markup W 29.00 Markup Ext: 100.85 448.61 Total Labor: 448.61 wgw 0.00 Total Materials: 11 ; �� �r _.Ik i m"in; � . - >: I. I::, 1 's ! ,?I.� >�Descri t►ont��;�4 rim:. �_.�.. �,.��.u,_�"�,��'�a_, a..,>nl,�,�,_� s,���.+„ �i... , �.. �!�s�����,n!����,1��..,._�E�°', Ho rst,� Grand Total: , � I, 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 8.00 26.33 210.64 Sub - Total: 210.64 Equipment Markup W 21.00 Markup Ext: 44.23 Total Equipment: 254.87 Sub - Total: 0.00 Rental Services Markup W 21.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub - Total: 0.00 Material Markup %: 21.00 Markup Ext: 0.00 Total Material: 0.00 Total Labor: 448.61 Total Equipment: 254.87 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: a N"t il Page 1 of t Print Date:1 11412014 2:20:08PM 1 Tucci &Sons Inc Foreman's Report Extra Work Date 0 -7 Dc c o20 1',', Day A-V Job Humber ti t 7 Location G- A Superintendent -`gyp rj Weather a4L- Zt — X12 i , -C VA Q 4U �/ Q Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. Emp No. Task F -O -L -T Number Type RT OT i emu— o 649 C Name Rounds Material Code Invoice No. Materials Received Pit Materials Description Subcontractor: Name r Rental Order No. Returned Hours Used Phase ' Phase Phase Activity I Location Production Records Hours Material Unit Quantity Depth Comments Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Tucci & Sons Job: 196 - LAKOTA SRTS Date: 12/3012013 Rate Used: State Log #: 49 Phase Code: 7512 Description: MINOR CHANGES FOREMAN (OPERATOR) Labor Markup %: 29.00 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, DSL, #32 Equipment Markup W 21.00 Rental Services Markup W 21.00 8.00 63.34 506.72 Sub - Total: 506.72 Markup Ext: 146.95 Total Labor: 653.67 8.00 28.19 225.52 Sub - Total: 225.52 Markup Ext: 47.36 Total Equipment: 272.88 ,. m o - Ra o Sub - Total: 0.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub- Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: 0.00 Total Labor: 653.67 Total Equipment: 272.88 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: Page t of 1 Print Date:1/14/2014 2:21:31 PM Tucci &Sons Inc Foreman's Report Extra Work Date t ;,� —3D —<76 } � Day Job Number j Location Superintendent Weather C I (}u l 4Q �Aa T 1� V,O� Q /n� Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. Emp No. Task F -O -L -T Number Type RT OT t — Name Rounds Material Code Rental/Type Invoice No. Materials Received Pit Materials I Description Subcontractor: Name Order No. Returned Hours Used Phase ' Phase Phase Activity Location Production Records Hours Material Unit Quantity Depth Comments Remarks G % u COP J ( <3 a(pc r' Y1�ahff Safety Informabon (i.e. inspections, Barricades, Accidents, Jobsite conditions, Other) 59..11:;i..V NIIOM ' , _ z c i _ -IE k � k� dig _ '4 m eNl s �,,r,��}t v * t• ,: ,. ;.,- .,�* ;Descrr 14[°i R AU i Y� e N ±Hoists,, TRAFFIC CONTROL SUPERVISOR 8.00 43.47 347.76 Total Material: Sub - Total: 347.76 Labor Markup W 29.00 Markup Ext: 100.85 448.61 Total Labor: 448.611 Total Rental and Other Srvs.: 0.00 Total Materials: , . ui e 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 8.00 26.33 210.64 Sub - Total: 210.64 Equipment Markup W 21.00 Markup Ext: 44.23 Total Equipment: 254.87 Sub - Total: 0.00 Rental Services Markup W 21.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub - Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: 0.00 Total Labor: 448.61 Total Equipment: 254.87 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: Lf"I Page 1 of 1 Print Date: 1/1412014 2:23:21 PM Tucci &Sons Inc Foreman's Report Extra Work Date 30pe c aoi 3 Day / / !br ✓T�/aV Job Number Location 2— AILoygZ2)I -pDL SCp4U4JL— Superintendent �/Z2 14 , s y.*J Weather ��r. -- / ,n I•. J 44, /\v C Co Y -Z' Q Employee Name Start Time Stop Time Office Class Equipment Labor $ Equipment Hrs. Total Labor Hrs. Emp No. Task F -O -L -T Number Type RT OT eAl l 5 s .a Alo L v ,j c. 4 — M, C',-, name Rounds Material Code Invoice No. Materials Received Pit Materials Description Subcontractor: Name Prndnctinn Records Vendor Rental Order No. Returned Hours Used Phase Activity Location Phase Phase Hours Material Unit Quantity Depth Comments Remarks Safety Information (i.e. inspections, Barricades, Accidents, Jobsite'conditions, Other) Tuccl & Sons Job: 196 - LAKOTA SRTS Date: 12/31/2013 Rate Used: State Log #: 51 Phase Code: 7512 Description: TRAFFIC CONTROL TRAFFIC CONTROL SUPERVISOR 8.00 43.47 347.76 Sub - Total: 347.76 Labor Markup W 29.00 Markup Ext: 100.85 Total Labor: F 448.61 Material Markup W 21.00 Sub - Total: 0.00 Markup Ext: 0.00 Total Material: 0.00 Total Labor: 448.61 Total Equipment: 254.87 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: MKI, Page 1 of 1 Print Date: 1/14/2014 2:26:20PM Tucci &Sons Inc Foreman's Report Extra Work Date . -3I UC -c- Day Job Number Location L 4 k-' O -I A MIDDLE SC W O!L - C- i] . Superintendent /p JR E tj � O krjZ V Kj Weather 9A /n/ / CO 40 Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. Emp No. Task F -O -L -T Number Type RT OT oP .j No C Name Rounds Code Rental/Type Vendor Rental Order No Invoice No. Materials Received Pit Materials I Description Subcontractor: Name Activity Retu Used Production Records —1 Hours Material Unit Quantity Depth Comments Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Location ase Phase Phase FOREMAN (OPERATOR) 8.00 63.34 506.72 Sub - Total: 506.72 Labor Markup W 29.00 Markup Ext: 146.95 Total Total Labor: I 653.67 Sub- Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: 0.00 Total Labor: 653.67 Total Equipment: 272.88 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: ,Ao ffic Page 1 of 1 Print Date:1/14/2014 2:27:45PM Tucci &Sons Inc Foreman's Report Extra Work Date _ t f Day Job Number �-- Locationc:�c3� Superintendent tk Weather Employee Name Start Time Stop Time Gk k GW1 I t Office Class Equipment Labor & Equipment Hrs. G- Total Labor Hrs. Emp No. Task F -0 -L -T Number Type RT OT Name Rounds Material Code Invoice No. Materials Received Pit Materials Description Subcontractor: Name Vendor Rental Order Activity cc. Hours Used Phase Production Records Hours I Material Unit Quantity Depth Comments Phase Phase Location Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) FOREMAN (OPERATOR) 8 8.00 6 63.34 506.72 Sub - Total: 5 50612 Labor Markup W 2 29.00 M Markup Ext: 1 146.95 Total Labor: 6 653.67 qu�Pm�t_ Sub - Total: 0.00 Material Markup W 21.00 Markup Ext 0.00 Total Material: 0.00' Page 1 of 1 Total Labor: 653.67 Total Equipment: 272.88 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: Print Date:VW2014 2:29:02PM Print Date:VW2014 2:29:02PM Tucci &Sons Inc Foreman's Report Extra Work Date / _ O -Z)."- Job Number o6 j r Location L 0 IC A. Superintendent( Weather [, I {� j 40 CO,3 �5 Z. XA, E� Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. Emp No. Task F -O -L -T Number Type RT OT Name Rounds Material Code Rental(r pe Vendor Rental Order No. Returned Hours Used Phase Invoice No. Materials Received Phase I Production Records Hours Material Unit Quantity Depth Comments Remarks V7 Ol ea Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) -1 Pit Materials Description Phase r Subcontractor: Name Activity Location �� Gf l Production Records Hours Material Unit Quantity Depth Comments Remarks V7 Ol ea Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) -1 TRAFFIC CONTROL SUPERVISOR 9.50 43.47 412.97 TRAFFIC CONTROL SUPERVISOR(OT EXCESS) 1.50 15.89 23.84 Sub - Total: 436.80 Labor Markup %: 29.00 Markup Ext: 126.67 Total Labor: 563.47 Material Markup %: 21.00 Sub - Total: Markup Ext: Total Material: 0.00 0.00 0.001 Total Labor: 563.47 Total Equipment: 302.66 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: Page 1 of 1 Print Date:1l1412014 2:30:45PM Tucci &Sons Inc Foreman's Report Extra Work Date p� p7 U Day. 7,(4 a r Job Number 4 f� Location L /} IL c 7/� / / / 7 ,b Le S e H Q-4-3 C- D Superintendent Weather (r) u_ p t 17 J� Q 4U Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. Emp No. Task F -O -L -T Number Type RT OT 1 s Name Material Code Rounds f Rental[Fype Vendor Rental Invoice No. Materials Received Pit Materials i Description Subcontractor: Name Production Records Hours I M Remarks Hours Used Phase Phase Phase Activity Location Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Comments 'inim ' tjour$ 7 I FOREMAN (OPERATOR) 3.00 63.34 190.02 Sub - Total: 190.02 Labor Markup W 29.00 Markup Ext: 55.11 Total Labor: F 245.13 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, DSL, #32 Equipment Markup W 21.00 Rental Services Markup W Material Markup W Page 1 of 1 21.00 21.00 3.00 28.19 84.57 Sub - Total: 84.57 Markup Ext: 17.76 Total Equipment: 102.33 Sub - Total: 0.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub - Total: Markup Ext: Total Material ON Print Date: 1114/2014 2:32:55PM Tucci &Sons Inc Foreman's Report Extra Work Date l ° ' Day F rf' a nn y Job Number I _! Location CGt Superintendent Weather U y 06 Q Employee Name Start Time Stop Time Office Class Equipment Labor b Equipment Hrs. Total Labor Hrs. RT OT Emp No. Task F -O -L -T Number Type :3 s_ 3 Name Material Code Kounas er No. Ki_ AA,,� —'e Den h-4 Hours Used Phase _ Phase Prnrinrtinn Rvrnrds Hours Material Unit Quantity Depth Comments Pit Materials Description Phase Subcontractor: Name Activity Location vw « Prnrinrtinn Rvrnrds Hours Material Unit Quantity Depth Comments Remarks vieWt Safety Information (Le. inspections, Barricades, Accidents, Jobsite conditions, Other) TRAFFIC CONTROL SUPERVISOR 9.50 43.47 412.97 TRAFFIC CONTROL SUPERVISOR(OT EXCESS) 1.50 15.89 23.84 Total Materials: Sub - Total: 436.80 Labor Markup W 29.00 Markup Ext: 126.67 Total Labor: 563.47 �.wl�'dYti, 5 NMI W-11 �:N "S!y 3 � .%,1 � � � Descri fiN If a _�.r.. a� � � z —3 � '� 5��i� '•:. #Nr` O �H iurS Ra ex: o a . , ,n .. 10 ... 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 9.50 26.33 250.14 Sub- Total: 250.14 Equipment Markup W 21.00 Markup Ext: 52.53 Total Equipment: 302.66 n �pescr� . ort SO gyp_ Sub- Total: 0.00 Rental Services Markup W 21.00 Markup Ext: 0.00 Total Rental Services: �— 0.00 Sub - Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: 0.00 Total Labor: 563.47 Total Equipment: 302.66 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: Page 1 of 1 Print Date:1 /14 /2014 2:34:35PM Tucci &Sons Inc Foreman's Report Extra Work Date QJ Day Job Number �-^ Location L A IGo%i �1(� L. C— �.3 Superintendent Z/2 A e,,4 � I [a 4�n�w.15 0 Jj Weather L J& ( Q- Q Iq Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. RT OT Emp No. Task F -O -L -T Number Type F-0 /_ S No /Yo , Name Rounds Material Code Invoice No Pit Materials Subcontractor: Name Materials Received Description No. Returned Hours Used Phase Activity I � Drnrlurtinn Rurnrde Phase Phase Location Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) FOREMAN (OPERATOR) 8.00 63.34 506.72 Sub - Total: 506.72 Labor Markup %: 29.00 Markup Ext: 146.95 Total Labor: 653.67 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, DSL, #32 Sub - Total: Equipment Markup %: 21.00 Markup Ext: Total Equipment: w Sub - Total: Rental Services Markup %: 21.00 Markup Ext: Total Rental Services: Sub - Total: Material Markup %: 21.00 Markup Ext: Total Material: 28.19 225.52 225.52 0.00 0.00 0.00 0.00 0.00 Total Labor: 653.67 Total Equipment: 272.88 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: 119 I� V O�� Page 1 or 1 Print Date:1121/201411:04:26AM Tucci &Sons Inc Foreman's Report Extra Work Date / _ C-O-- . Day Job Number C1 Location ( �� Superintendent j Weather ( Z. Q G`� n )/ Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. Emp No. Task F -O -L -T Number Type RT OT V,G , Sc 'w ( 7 :3o - 3 : 3o Name Rounds Material Code Vendor Rental Order Flo. Returned Hours Used Phase Invnine Nn Materials Received Phase Production Records Hours Material Unit Quantity Depth Comments Remarks oc c ��, Q"i �'c- ���17i✓�' d rct�1 H �� f ✓�'r�. r •I � 010r t_ Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) i Pit Materials Description Phase, f'. Subcontractor: Name Activity Location 0 Production Records Hours Material Unit Quantity Depth Comments Remarks oc c ��, Q"i �'c- ���17i✓�' d rct�1 H �� f ✓�'r�. r •I � 010r t_ Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) TRAFFIC CONTROL SUPERVISOR 8.50 43.47 369.50 TRAFFIC CONTROL SUPERVISOR(OT EXCESS) 0.50 15.89 7.95 Sub - Total: 377.44 Labor Markup %: 29.00 Markup Ext: 109.46 Total Labor: 486.90 Material Markup %: 21.00 Sub - Total: Markup Ext: Total Material: 0.00 0.00 486.90 270.80 0.00 0.00 IN w_:_ Page 1 of 1 Print Date:1/21/2014 11:06:50AM Tucci &Sons Inc Foreman's Report Extra Work Day 1 1 / r) w n d lU Job Number l Location ,� Superintendent / Q n lz Weather w ki Q Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. Emp No. Task F -0-L -T Number Type RT OT A-1/L? m -- 3 e s 5-6, v 8, e-0 6 Name Rounds Material Code Invoice No. Materials Received Pit Materials Description Subcontractor: Name er No Activity Production Records Hours Material Unit Quantity Depth Comments Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Location Ise Phase Phase TRAFFIC CONTROL SUPERVISOR 9.00 43.47 391.23 TRAFFIC CONTROL SUPERVISOR(OT EXCESS) 1.00 15.89 15.89 Sub - Total: 407.12 Labor Markup %: 29.00 Markup Ext: 118.06 Total Labor: F 525.18 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 Equipment Markup %: 21.00 Rental Services Markup %: Material Markup %: 21.00 21.00 9.00 26.33 236.97 Sub - Total: 236.97 Markup Ext: 49.76 Total Equipment: 286.73 H, urs.. .; Fiat ,; _ oI ah Sub-Total: 0.00 Markup Ext: 0.00 Total Rental Services: r--- I 0.00 Sub - Total: Markup Ext: Total Material: 0.00 0.00 525.18 286.73 0.00 0.00 r1w Page 1 of 1 Print Date:1/21/2014 11:08:35AM Tucci&Sons Inc Foreman's Report Extra Work Date Day 7j e Job Number/ 1 CO Location /fir D 1� L <c SC N cen 4 Cu . -J 4, ,r Q Superintendent /p /2 R r Q p Weather q , ,,� f 0 Q I Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. Emp No. Task F -O -L -T Number Type RT OT (2 kb? ss es a F:-LA �o i� Cop ,4-n') — / Alo4 L4 1) C u _ A16 .� Name Material Code Rounds Invoice No. e Materials Received Pit Materials Description Subcontractor: Name Activity Hours Used Pha Production Records Hours Material Unit Quantity Depth Comments Phase Phase Location Remarks 5�¢ �I'41A 0— 6, kI-, -e, JC) -i /0 #-e s ue- Sic,A / i Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) FOREMAN (OPERATOR) Labor Markup %: 29.00 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, DSL, 432 Equipment Markup %: 21.00 Sub - Total: Markup Ext: Total Labor: Sub - Total: Markup Ext: Total Equipment: 8.00 63.34 506.72 506.72 146.95 8.00 Sub - Total: Rental Services Markup %: 21.00 Markup Ext: Total Rental Services: Sub - Total: Material Markup %: 21.00 Markup Ext: Total Material: 28.19 225.52 225.52 0.00 0.00 0.00 0.00 653.67 272.88 0.00 0.00 M Page 1 of 1 Print Date:1/21/2014 11:15:50AM Tucci &Sons Inc Foreman's Report Extra Work Date /— 07 /-} ) 1-1 Day Job Number Location Superintendent 1 Weather r. J 4z / Employee Name Start Time Stop Time Labor & Equipment Hrs. �ir M. Name Rounds Material Code Rental Order No. R Hours Used Invoice No. Materials Received Phase Production Records Hours Material Unit Quantity Depth Comments Remarks tA r%!r®�� ism Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) r�r� Pit Materials Description Phase Subcontractor: Name Activity Location vw.ct St w -u I�y� 3�a'''" sav 4 312'�, Production Records Hours Material Unit Quantity Depth Comments Remarks tA r%!r®�� ism Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) r�r� FOREMAN (OPERATOR) 8.00 63.34 506.72 Sub -Total 506.72 Labor Markup W 29.00 Markup Ext: 146.95 Total Labor: F 653.67 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, DSL, #32 8.00 28.19 225.52 Sub - Total: 225.52 Equipment Markup W 21.00 Markup Ext: 47.36 Total Equipment: 272.88 Sub - Total: 0.00 Rental Services Markup W 21.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub- Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material.- 0.00. Total Labor: 653.67 Total Equipment: 272.88 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: (111� Page 1 of 1 Print Date:2/19/2014 8:23:12AM Tucci &Sons Inc Foreman's Report Extra Work E Date — OB J Day Job Number 1 qt 6 Location Superintendent Weather 7 114 CO Q � J � ' Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. Emp No. Task F -O -L -T Number Type RT OT Name Rounds Material Code r- Invoice No. Materials Received Pit Materials Description Subcontractor: Name i,N"a Production Records Hours Material Unit Q Remarks ed Hours Used Phase Phase Phase Activity Location Comments lty 10 to r c 4 Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) No --tc7c'� TRAFFIC CONTROL SUPERVISOR 9.00 43.47 391.23 TRAFFIC CONTROL SUPERVISOR(OT EXCESS) 1.00 15.89 15.89 Sub - Total: 407.12 Labor Markup %: 29.00 Markup Ext: 118.06 Total Labor: 525.18 '='`"?.�1 Desc: i •§t15d�; ^'- 1 `' aka � r agyr , ; t ion. Willi . . ou ae t�Tortti 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 9.00 26.33 236.97 Sub - Total: 236.97 Equipment Markup W 21.00 Markup Ext: 49.76 Total Equipment: 286.73 Rental Services Markup %: Material Markup W 21.00 21.00 Sub - Total: Markup Ext: Total Rental Services: Sub - Total: Markup Ext: Total Material: 0.00 0.00 0.00 0.00 0.00 525.18 286.73 0.00 0.00 I MW Page 1 of t Print Date :1121/2014 11:23:19AM Tucci &Sons Inc Foreman's Report Extra Work Date 8 C� a 01 L",", DaY f / n/4, s "; 44/ / r'o Job Number ,� /'� � CO Location L... Ax off / Y ! I T) n LC S C7 1.4 no L„ �E ��, 6JA V Q. Superintendent /Z f- C V nJ -S U `/ Weather err y Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. Emp No. Task F -O -L -T Number Type RT OT . D �yA Name Rounds Material Code Invoice No. Materials Received Pit Materials I Description Subcontractor: Name Vendor Rental Order No. _ Returned Hours Used Phase Activity Production Records Hours Material Unit Quantity Depth Comments Location Phase Phase Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) TRAFFIC CONTROL SUPERVISOR 5.00 43.47 217.35 159.30 Sub - Total: 217.35 Labor Markup %: 29.00 Markup Ext: 63.03 Total Labor: 280.38 , _ - -- x a' cal•°' a 0, .,; • � i N, ga �.,.. „,�n�ito sERate a�,,� Q, .. ru 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 5.00 26.33 131.65 Sub - Total: 131.65 Equipment Markup %: 21.00 Markup Ext: 27.65 Total Equipment: 159.30 Mw_ WIVE-11-Mm Sub - Total: 0.00 Rental Services Markup W 21.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub - Total: 0.00 Material Markup %: 21.00 Markup Ext: 0.00 Total Material: 0.00 Total Labor: 280.38 Total Equipment: 159.30 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: M_ Page 1 of 1 Print Date:1/21/2014 11:27:44AM Tucci &Sons Inc Foreman's Report Extra Work Date q 9 A ZQ L. A n., o7 Day /, 4,1 ez- 1► Job Num er � f g Location % A K 0-723. 179( Z�-.� L `'s u W C Superintendent /p 2 ? - v fl Weather /?A / J Q Q , 40 Employee Name Start Time Stop Time Labor & Equipment Hrs. WMEMMMIMI ► r� ` �STiL*�s�- I__---.■.�■■- EMS%arms -- - I__--_.■..■■- �_---IMMEM.■■- Name Rounds Material Code Invoice No. Materials Received Pit Materials Description Subcontractor: Name Activity Production Records Hours Material Unit Quantity Depth Comments Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) sed Phase Phase Phase Location Tucci & Sons Job: 196 - LAKOTA SRTS Date: 01/10/2014 Rate Used: State Log #: 64 Phase Code: 7512 Description: TRAFFIC CONTROL TRAFFIC CONTROL SUPERVISOR 3.50 43.47 152.15 Sub - Total: 152.15 Labor Markup %: 29.00 Markup Ext: 44.12 Total Labor: 196.27 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 Equipment Markup W 21.00 3.50 26.33 92.16 Sub - Total: 92.16 Markup Ext: 19.35 Total Equipment: 111.51 Sub - Total: 0.00 Rental Services Markup W 21.00 Markup Ext: 0.00 Total Rental Services: 0.00 Sub - Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: 0.00 Total Labor: 196.27 Total Equipment: 111.51 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: Page 1 of 1 M Print Date:1 /23 /2014 11:28:36AM w Tucci &Sons Inc Foreman's Report Extra Work Date 10 oA ,j L-tA p o/L� Day Job Number // CJ Location G-A 'D> -C- Superintendent /p J Weather `- - 1 2 / Q �A Office Class Equipment Total Labor Hrs. Employee Name Start Time Stop Time Emp No. Task F -0-L -T Number Type Labor & Equipment Hrs. RT OT Rental/Type Vendor Invoice No. Materials Received Pit Materials Description Subcontractor: Name Rental Order No. Returned Hours Used Phase Phase Phase Activity Location Production Records Hours Material Unit Quantity Depth Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) i Comments TRAFFIC CONTROL SUPERVISOR 112.15 Total Equipment: 2.00 43.47 86.94 0.00 Total Materials: 0.00 Sub - Total: 86.94 Labor Markup %: 29.00 Markup Ext: 25.21 Total Labor: 112.15 -:;Description � /.... ..r, -.,. 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 2.00 26.33 52.66 Sub - Total: 52.66 Equipment Markup %: 21.00 Markup Ext: 11.06 Total Equipment: 63.72 Ra Sub - Total: 0.00 Rental Services Markup %: 21.00 Markup Ext: 0.00 Total Rental Services: 0.00 _ o Sub - Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: 0.00 Total Labor: 112.15 Total Equipment: 63.72 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: Page 1 of 1 Print Date: 1 /23/2014 11:31:03AM Tucci &Sons Inc Foreman's Report Extra Work Date ! 7 QA I J Day /T 1 O lj �s1 t6 ';,3 Job Numb er �- Location L A k- -U -/'iq. Y/ t D n i_E SC E4 UOt— F t O Superintendent t„3 tj S t Weather Z� Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs, Total Labor Hrs. Emp No. Task F -O -L -T Number Type RT OT S s �s a� PC-A- a_ — N C- 0 - N Ci. Name Rounds Material Code Invoice No. Pit Materials Subcontractor: Name Materials Received Description Activity Production Records Hours Material Unit Quantity Depth Comments Phase Phase Location Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) Rental Services Markup %: Material Markup W 21.00 21.00 Sub - Total: Markup Ext: Total Rental Services: Sub - Total: Markup Ext: Total Material: 0.00 0.00 0.00 0.00 Total Labor: 140.19 Total Equipment: 79.65 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: 1�1� Page 1 of 1 Print Date:1123/2014 11:37:40AM Tucci &Sons Inc Foreman's Report Extra Work Date / � aCj>' � Day Job Number (C �rr Location Z A hL o ?/i M I 'DD LE J C N Superintendent �,O & V Q 0$4 Ai's y r l Weather d 6-(D 4 92Y IM Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. Emp No. Task F -O -L -T Number Type RT OT C s �� �' �2. s -- �m-- Y P Name Rounds Material Code Ren Invoice No. Pit Materials Subcontractor: Name Rental Order Materials Received Description Activity Production Records Hours I Material Unit Quantity Depth Comments 0 Phase Phase Phase Location Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) TRAFFIC CONTROL SUPERVISOR Labor Markup W 29.00 3.00 43.47 130.41 Sub - Total: 130.41 Markup Ext: 37.82 Total Labor: 168.23 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 3.00 26.33 78.99 Sub -Total 78.99 Equipment Markup %: 21.00 Markup Ext: 16.59 Total Equipment: 95.58 Rental Services Markup W Material Markup W 21.00 21.00 Sub - Total: Markup Ext: Total Rental Services: Sub - Total: Markup Ext: Total Material: 0.00 0.00 0.00 ilc Page 1 of 1 Print Date:2/5/2014 11:55:34AM Tucci&Sons Inc Foreman's Report Extra Work Date / 7Y Day. Job Numb r °j (a C�7 Location Superintendent Weather ` L 0 iA t, Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. Emp No. Task F -O -L -T Number Type RT OT G' mss X/U Glfn/e N— Name Material Code Rounds RentalfType Invoice No. Materials Received Pit Materials I Description Subcontractor: Name Activity Production Records Hours Material Unit Quantity Depth Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) 4 Hours Used Pha Comments Phase Phase Location Z- OG[�5A�., ,- tu�at � TRAFFIC CONTROL SUPERVISOR 3.00 43.47 130.41 Sub -Total 130.41 Labor Markup %: 29.00 Markup Ext: 37.82 Total Labor: 168.23 94 FORD, F450, FLATBED, 4X2,14000 GVW, DIESEL, #26 3.00 26.33 78.99 Sub - Total: 78.99 Equipment Markup W 21.00 Markup Ext: 16.59 Total Equipment: 95.58 Rental Services Markup % Material Markup W 21.00 21.00 Sub - Total: Markup Ext: Total Rental Services: Sub - Total: Markup Ext: Total Material: 0.00 0.00 0.00 Ir Page 1 of 1 Print Date:2l512014 11:54:14AM Tucci &Sons Inc Foreman's Report Date 14, hl aC� /4�` Day Job Number �Q h Extra Work 4Q Location Superintendent /Z 2 € Weather %A,0 Q J CO Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. Emp No. Task F -O -L -T Number Type RT OT t S S c 5 $ p --- r Name Rounds Material Code Invoice No Pit Materials Subcontractor: Name Materials Received Rental Order Activity it Returned Hours Used Phase Phase Production Records Hours I Material Unit Quantity Depth Comments Phase Location Remarks Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) a Tucci & Sons FOREMAN (OPERATOR) Labor Markup W .lob: 196 - LAKOTA SRTS Date: 01/16/2014 Rate Used: State Log #: 69 Phase Code: 7512 Description: MINOR CHANGES 29.00 05 FORD, SUPERDUTY F450, FLATBED, 4X2,16000 GVW, DSL, #32 Equipment Markup W 21.00 Rental Services Markup W 21.00 8.00 63.34 506.72 Sub - Total: 506.72 Markup Ext: 146.95 Total Labor: F 653.67 8.00 28.19 225.52 Sub - Total: 225.52 Markup Ext: 47.36 Total Equipment: 272.88 Grand Total: Sub - Total: 0.00 Markup Ext: 0.00 Total Rental Services: 0,00 Sub- Total: 0.00 Material Markup W 21.00 Markup Ext: 0.00 Total Material: Total Labor: 653.67 Total Equipment: 272.88 Total Rental and Other Srvs.: 0.00 Total Materials: 0.00 Grand Total: `�r Page 1 of 1 Print Date:2/5/2014 11:57:20AM Tucci &Sons Inc Foreman's Report Extra Work Date / _ /A — I H Day Job Number] Location C Superintendent Weather CO -Z, 4 Gj Employee Name Start Time Stop Tlm� Equipment Labor & Equipment Hrs. ME NO MENEM 11MMOMEM®��® �NOeMO■EMME�� ���r�■ =11M EMME�� WdIlla Kounas Material Code o,.a.. _.....1 4lnnrc I Icari P has P. Rental/Type venuul noiIiai UI UQI J•V• . �i Description Phase Pit Materials f Ph�ca Ri_ AAo+.AeIc Ra —ivari - -� Prnditrtinn Rarnrds Hours Material Unit Quantity Depth Comments Remarks C.. C Safety Information (i.e. Inspections, Barricades, Accidents, Jobsite conditions, Other) 4 r� GG� jet Description Phase Pit Materials Subcontractor: Name Activity Location V%'10 \1 t S Prnditrtinn Rarnrds Hours Material Unit Quantity Depth Comments Remarks C.. 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I\ to n l0 n n 0 l0 N M O N M 0 m l 0) Ln l0 m M Ln n N LD 00 O O l0 M Ln M LOn M M Ln LO f) V vi a4 V tn Ln M i/) M V) LOA LOn M V) N �m-1 tom/) O-1 .4 -1 -1 LOn V) V) V) V) in to to to V) to i4 to to to to IA to IA V) iA V) V) V) r, V rn V r, r- V V I. m V rn m V N m N m V V rn m r, r, n r- r- r- V V m V en v v m m e* 00 m V 00 M V 00 V 00 m m V 00 d; V, v V V d m . . . . . . . . . . . . . . . . . . . . . . . . . m m m m m m m m m 0 M M m M M m M Ln rn M fn 0 M M M r4i rn 1m M V LO V w V d' LD LD e* r1 w V rl LD V 11 V e-1 LO to V r1 V V V V V V w to V) V). V) V) V) to V) V) N to to V) to V) V) V) V) V) V) to to to iA i/) to to V) V) 00 00 00 00 W l70 W 00 Ln N M Ln V) O In Ln m rl 00 00 m r1 Ln m N Ln M M m m ri m ci 00 O M N C C C C C C C C C m N l0 16 F- m F- m 10 l0 F- m E E E E p E p E p p E E O E LA � V) N N V) L1 N V) N N N V) � N V) V) V) N N V) N Ln 0 LL/n� 0 Ln V) N U O U O D U O O D U O D U O D U U U O O D U U U U U U U O F- LL LL (- LL LL F LL I- LL F H F LL LL F- I- LL m m m m m m m -* * et -cr V V V V V V V V It V rl r1 rl rl r1 r1 r1 r-I 'i r-I rl rl rl r1 r-I r1 ci r1 11 r-1 r1 r1 r1 r1 0 0 0 0 0 0 0 0 0 O O O O O O O O 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N N N N N N L\O n rl O O r\1 -4 N N N M l\O l\O N n 0\0 W m O M Tt Ln L\D l\O N N -N M M M M \ \ \ \ \ \ \ \ \ \ \ r1 -4 rI r1 rI r1 N N N N N N N a\-1 \-1 e\-1 r\-I a\i e-1 rl r1 1-4 r1 r1 rl r1 IOMI TETRATECH MEMORANDUM Date: January 13, 2014 TO: John Mulkey Street Systems Project Engineer FROM: Alan Dyer, P.E. Construction Services Manager SUBJECT: Contract AG 13 -142 Lakota Middle School Safe Routes to School F.A. No. STRS — 1040(003) Utility Caused Project Delay A review of the original and revised schedule provided by Tucci and Sons identifies a 42 day period from when they anticipated beginning work on the south side of 312'h until work began. This is confirmed by our inspection reports and weekly contactor meeting notes. However, the total time of 42 days does not address the activities which Tucci was able to complete during the time the utility companies were on site. These included the clearing and grubbing, part of which the utility company completed, asphalt removal and erosion control measures installation. The critical activity of installation of the storm drainage system was delayed from starting on August 12, 2013 until September 3, 2013, a total of 22 days. The work was still impacted as Tucci did not have unrestricted access for the work so the planned activity of the storm drainage installation with a12 day duration actually required a duration of 22 days from September 3`d through September 25`h. This is a total delay and impact to the work of 32 days (22 days delayed start and 10 days impacted). The installation of the signal systems has been impacted by the delivery of the signal cabinets and controllers. Tucci's subcontractor, Amaya, has worked to minimize these impacts by working both intersections at the same time. A portion of the delay was caused by the discovery of an unexpected fiber optic line and then waiting for Century Link to complete the relocation at the SW corner of the SR 509 and 312`h intersection. Tucci and Amaya have not addressed these delays at this time. I would estimate the delay to be 3 days. The impact of the delay required them to re- sequence their work activities. If you have any questions or require more information, please call me at (425) 732 -5632. Sincerely, Alan Dyer, P.E. Construction Services Manager LAKOTA MIDDLE SCHOOL SRTS City of Federal Way Contract No. AG 13 -142 UTILITY CAUSED DELAY The following is a summary of costs incurred by the Prime Contractor Tucci and Sons due to the delay in starting their work as they waited for the utility complanies to relocate their facilities. The estimated delay is composed of two parts: Total Delay: August 12 to Sept. 3 22 Days Partial Delay: Sept. 3 to Sept. 25 30 Days ON -SITE Supervision and Direct Costs Incurred by TUCCI No access by Tucci Working around Utilities SUMMARY of DIRECT COSTS: BID ITEM ESTIMATE ti LABOR Rate Delay Total ' m Traffic Control Supervisor $ 760.00 32 $ 24,320 On -Site Supervision $ 520.00 32 $ 16, D fD• 7 rr r m M Labor Subtotal CL EQUIPMENT Rate Dela, Other Temporary Traffic Control (Devices) $75 /day y TCS Truck Included abQr n Foreman Truck $200 /dad c CL Equipment Subtotal rD m V� v? O A V W `n ~ v u) C CL o m � a � m m 0 ;v O P+ V N Ln O 1000 � cu $ g I� rD SUMP Afte3 U; o < .» m s m o w s r v n 1 D 'p F N ° x o n 3 m O m CL N �A' n c CL f.. C Q. D f+ F O N (f ADDITIONAL COSTS to be paid by the CITY for tly c o $ O °O 00 CL m Labor for Traffic Control o m N N ~N N Ci N W S Cr d O N + N n p 1 N < o CL 0 0 M Q. C Breakdown of q a o W V Ln Traffic Cy V� v? O A V W `n ~ v u) C CL o m � a � m m 0 ;v O P+ V N Ln O 1000 � cu $ g I� rD SUMP Afte3 U; o < .» m s m o w s r v n 1 D 'p F N ° x o n 3 m O m CL N �A' AdW GWashington State AF Department of Transportation Field Note Record (Sketch Grid) Book No Page No. Contract No. Station Line" C/S A;— Staked By %Date i<§tl ed !Work Completed Y Calculated By j Date j Checked By Date Inspe r ' ignature Date T- -_j 4 . ......... T T-� rt J J L i/21, ?3 L 41- 7 L Item No. i Item Group Date i Unit Quantity RAMS No. I Basis of Material CAPS Entry Initials No. Acceptance No. P ost OK Est. No. a UU I Form 422-636 EF Revised 9196 FORCE ACCOUNT for: Tucci and Sons, Inc. B-91 Project: Lakota Middle School Safe Routes to School Project Project No. 13-142 2- Dec -13 Work Description: Minor change Minor Change Signal pole #3 at SR 509 - rework Name Classification Regular Overtime Regular Overtime Total Randy Schiemer Forman 0.50 $ 10.93 61.62 $ 30.81 Chris Ross Flagman 0.50 39.90 $ 19.95 Is Totals:1 1 1.00 Total Labor Cost: Is 50.76 (per At3C/VVSDOT 'Equipment Rental Rate Agreement Section 1.09.6 HOURS HOURS RATE RATE AMOUNT Contractors Equipment Regular Standby Regular Standby Ford F -450 0.50 49.96 $ 24.98 CAT Backhoe 0.50 54.12 $ 27.06 $ $ Sub -Total Contractor's Equipment Cost: $ 52.04 HOURS I HOURS I RATE RATE AMOUNT Work abor Costs 29% P &O on Labor Subtotal: Labor quipment Costs starlet Costs 21% P &O on Equip & Material ubcontractors 12% P &O on Subs Subtotal: Equipment, Malerk City Representative Subs Sub -Total Rented Equipment Cost: Total Equipment Cost: UNIT CITY UNIT 8 $ Total Material Cost: UNIT QTY UNIT $ HR HR $ s2.oa AMOUNT Sales Tax AMOUNT Total Subcontractor Cost: 1$ AMOUNT TOTAL AMOUNTS $ 50.76 $ 14.72 $ 52.04 $ 10.93 Contractor Representative 65.48 62.97 128.45 FORCE ACCOUNT for: SUB - Contractor Ama a Electric B-1 Project: Lakota Middle School Safe Routes to School Project Project No. 13-142 2- Dec -13 Work DescriMion: Minor change Minor Change Pull out pole #3 st SR509 Name lClassification I Regular I Overtime I Regular I Overtime I I Total Jack Smith IForman 0.50 73.35 $ 36.68 Is - Barry Myes jApprentice, 1 0.501 1 53.631 1 Is 26.82 Totals: 1 1.00 Total Labor Cost: Is 63.49 (per AGC/WSDOT "Equipment Rental Rate Agreemertr , Section 1-09.6 HOURS HOURS RATE RATE AMOUNT Contractors Equipment Regular Standby Regular Stand $ $ $ Sub -Total Contractor's Equipment Cost: $ HOURS I HOURS I RATE RATE AMOUNT Rented NONE Sub -Total Rented Equipment Cost: $ Total Equipment Cost: $ Total Material Cost: Total Subcontractor Cost: City Representative Contractor Representative FORCE ACCOUNT for: SUB - Contractor Amaya Electric B -1 Project: Lakote Middle School Safe Routes to School Project Project No. 13- 142 3- Dec -13 Work Description: Minor change Minor Change Excavate new hole for pole #3 at SR509 Name Classification Regular I Overtime Regular Overtime Total Jack Smith Forman 1.001 7335 $ 73.35 Barry Myes Apprentice 6.00 53.63 $ 321.78 $ Totals:1 7.00 Total Labor Cost: $ 395.13 (per AGWC WSDOT'Equipment Rental Rate Agreement" , Section 1-09.6 HOURS HOURS RATE RATE I AMOUNT Contractors Equipment Regular Standby Regular Ste i� $ Sub -Total Contractor's Equipment Cost: $ HOURS I HOURS I RATE RATE AMOUNT $ Sub-Total Rented Equipment Cost: 1 $ Total Equipment Cost: Is Total Material Cost: Total Subcontractor Cost: City Representative Contractor Representative FORCE ACCOUNT for: SUB - Contractor Amava Electric I B-1 Project: Lakota Middle School Safe Routes to School Project I Project No. 13142 1 4-Dec -13 Work Description: Complete excavation of singnal pole #3 at SR509 Set tube and caae Name ClassRication Regular I Overtime Regular Overtime Total Jack Smith Forman 2.00 AMOUNT 73.35 tors Equipment $ 146.70 Ryan Diaz Joumyman 3.00 68.32 $ 204.96 Barry Myes Apprentice 4.00 53.63 Total Subcontractor Cost: $ 214.52 _M AMOUNT TOTAL AMOUNTS Sub- Total Contractor's Equipment Cost: $ $ 566.18 $ 730.37 $ 3,413.51 $ 597.56 $ 4,741.44 1 $ 568.97 Invoice Invoice 29% P &O on Labor AMOUNT Totals: I Costs by Service Provider 9.00 Date/Service Number $ 365.73 btotal: Service Provider Total Labor Cost: Is 566.18 (per AGCAVSDOT'Equipment Rental Rate Agreement' ,Section 1-08.6 HOURS HOURS RATE RATE AMOUNT tors Equipment Regular Standby Regular Standby Total Subcontractor Cost: S _M AMOUNT TOTAL AMOUNTS Sub- Total Contractor's Equipment Cost: $ $ 566.18 $ 730.37 $ 3,413.51 $ 597.56 $ 4,741.44 1 $ 568.97 Invoice Invoice 29% P &O on Labor AMOUNT Subtotal: labor I Costs by Service Provider ,rvice Provider Date/Service Number $ 365.73 btotal: Service Provider c Vector Truck Excavation 12013 072246 $ 103.71 $ 1,665.00 c Vector Truck Excavation 12/4/13 072246 $ 880.00 c Disposal Costs 12/4/13 072246 $ 502.78 $ Sub -Total Rented Equipment Cost: $ 3,047.78 Total Equipment Cost: is 3,047.78 Material Type UNIT QTY UNIT $ AMOUNT Sales Tax Const. Supply Reber Ib 529 $ 0.65 $ 343.85 $ Const. Supply Sonotube LF 10.0 $ 15.00 $ 150.00 $ Total Material Cost: 29W,43 tractor Work Description UNIT QTY UNIT $ S 493.86 AMOUNT City Representative Contractor Representative Total Subcontractor Cost: S _M AMOUNT TOTAL AMOUNTS bor Costs $ 566.18 $ 730.37 $ 3,413.51 $ 597.56 $ 4,741.44 1 $ 568.97 29% P &O on Labor $ 164.19 Subtotal: labor ,rvice Provider $ 3,047.78 12% P &O on Service Provider $ 365.73 btotal: Service Provider iterial Costs $ 493.85 21% P &O on Equip & Material $ 103.71 btotat Equipment and Materials )TAL Subcontractors !me Markup 6 12% P &O on Subs rotal:Sub- Contractor $ 4.741.44 City Representative Contractor Representative f IinnMf• OAARI TIICCSONS ACORD.. CERTIFICATE OF LIABILITY INSURANCE DATE (MM /DDNYYY) 1 4/1412014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Propel Insurance Tacoma Commercial Insurance CONTACT Shawnie Goin PHONE g00 499 -0933 a , Nc : 866.577.1326 IC, No, Ext E -MAIL lcg@propelinsurance.com ADDRESS: g @P r0 p 1201 Pacific Ave, Suite 1000 Tacoma, WA 98402 INSURERS) AFFORDING COVERAGE NAIC # INSURER A:Zurich-American Insurance Compa 16535 INSURED Tucci & Sons Inc 4224 Waller Road Tacoma, WA 98443 INSURER B: Navigators Insurance Company MED EXP (Any one person) INSURER C: Chartis Specialty Insurance Com 26883 INSURER 0: INSURER E GENERAL AGGREGATE INSURER F: GE X N'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- ECT LOC PRODUCTS - COMP /OP AGG COVERAGES CERTIFICATE NUMBER- REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUB WVD POLICY NUMBER POLICY EFF MM /DD POLICY EXP MM /DD LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR X PD Ded:10,000 X X GL0399266910 1/01/2014 01/01/2015 EACH OCCURRENCE $110001000 PREMISES EaE�rrence 1300,000 MED EXP (Any one person) $10,000 PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GE X N'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- ECT LOC PRODUCTS - COMP /OP AGG $ 2,000,000 $ A AUTOMOBILE LIABILITY X ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS X HIRED AUTOS X NON -OWNED AUTOS X X BAP399266810 1/01/2014 01/01/201 MBINED (CEO, .identSINGLE LIMIT 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PPReOPPERT DAMAGE $ B UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE X X SE14EXC7209421V 1101/2014 01/01/201 EACH OCCURRENCE s5.000.000 X X AGGREGATE s5,000,000 DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVEY/N OFFICER/MEMBER EXCLUDED? N (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA WA Stop Gap GL0399266910 1101/2014 I 01/01/2015 WC STATU- OTH- TORY LIMITS ER___ E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT $1,000,000 C Pollution CP01671517 1/01/2014 01101/201 $1,000,000 Occurrence $1,000,000 Aggregate DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) RE: Lakota Middle School Safe Routes to School Project (RFB -13 -105). The City of Federal Way and its officers, elected officials, employees, agents, and volunteers are additional insured per the attached endorsement. City Of Federal Way SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ty y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 33325 8th Ave South ACCORDANCE WITH THE POLICY PROVISIONS. Federal Way, WA 98003 -6325 AUTHORIZED REPRESENTATIVE ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S1379603/M1373818 KTR00 This page has been left blank intentionally. a Additional Insured — Automatic -- Owners, Lessees Or ZURICH Contractors Policy No. Eff. Date of Pol. I Exp. Date of Pol. Eff. Date of End. Producer No. AddT Prom Return Prem. GL0399266910 01/01/2014 101/01/2015 01/01/2014 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: Tucci & Sons Inc Address (including ZIP Code): 4224 Waller Road Tacoma, WA 98443 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section 11— Who Is An Insured is amended to include as an insured any person or organization who you are required to add as an additional insured on this policy under a written contract or written agreement. However, if you have entered into a construction contract or construction agreement with an additional insured person or organization, the insurance afforded to such additional insured only applies to the extent permitted by law. 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 — Bodily 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 your ongoing operations or "your work" as included in the "products - completed operations hazard ", which is the subject of the written contract or written agreement. C. However, regardless of the provisions of Paragraphs A. and B. above: 1. We will not extend any insurance coverage to any additional insured person or organization: a. That is not provided to you in this policy; or b. That is any broader coverage than you are required to provide to the additional insured person or organization in the written contract or written agreement; and 2. We will not provide Limits of Insurance to any additional insured person or organization that exceed the lower of. 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. 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. U- 131L-117&E CW (04112) Page 1 of 2 Includes copyrighted material of Insurance Services Office, Inc., with Its permission. E. The following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV — Commercial General Liability Conditions: 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 —Commercial 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 with respect to any other policy upon which the additional insured is a Named Insured. In that event, we will not seek contribution from any other such insurance policy available to the additional insured on which the additional insured person or organization is a Named Insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition of Section IV — Commercial 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 on another policy providing coverage for the same "occurrence ", offense, 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. All other terms and conditions of this policy remain unchanged. U- GL-1175 -E CW (04112) Page 2 of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Waiver Of Subrogation (Blanket) Endorsement 0 ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer AWL Prem Return Prem. GL0399266910 01/0112014 01/01/2015 Propel Insurance $ $ THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: If you are required by a written contract or agreement, which is executed before a loss, to waive your rights of recovery from oth- ers, we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. U -GL -925 -B CW (12/01) Page 1 of 1 This page has been left blank intentionally. BAP399266810 Coverage Extension Endorsement ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer No. Add'I. Prem Return Prem. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Business Auto Coverage Form Motor Carrier Coverage Form A. Amended Who Is An Insured 1. The following is added to the Who Is An Insured Provision in Section II — Liability Coverage: The following are also "insureds ": a. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow for acts performed within the scope of employment by you. b. Anyone volunteering services to you is an "insured" while using a covered "auto" you don't own, hire or borrow to transport your clients or other persons in activities necessary to your business. c. Anyone else who furnishes an "auto" referenced in Paragraphs a. and b. above. d. Any person(s) or organization(s) where required by written contract or written agreement executed prior to any "accident" provided the "accident" arises out of operations contemplated by such contract or agreement. 2. The following is added to the Other Insurance Provision in the Conditions Section: Coverage for any person(s) or organization(s) where required by written contract or written agreement executed prior to any "accident" will apply on a primary basis and any insurance maintained by the additional "insured" will apply on an excess basis. However, in no event will this coverage extend beyond the terms and conditions of the coverage form. B. Amendment — Supplementary Payments Paragraphs a.(2) and a.(4) of the Coverage Extensions Provision in Section II — Liability Coverage are replaced by the following: (2) Up to $5,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. C. Fellow Employee Coverage The Fellow Employee Exclusion contained in Section II — Liability Coverage does not apply. D. Driver Safety Program Liability and Physical Damage Coverage 1. The following is added to the Racing Exclusion in Section II — Liability Coverage: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. U -CA -424 -E CW (04 -11) Page 1 of 5 Includes copyrighted material of Insurance Services Office, Inc., with its permission. BAP399266810 2. The following is added to Paragraph 2. in the Exclusions of Section III — Physical Damage Coverage of the Business Auto Coverage Form and Paragraph 2.b. in the Exclusions of Section IV — Physical Damage Coverage of the Motor Carrier Coverage Form: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. E. Lease or Loan Gap Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Lease Or Loan Gap Coverage In the event of a total 'loss" to a covered "auto ", we will pay any unpaid amount due on the lease or loan for a covered "auto ", less: a. Any amount paid under the Physical Damage Coverage Section of the coverage form; and b. Any: (1) Overdue lease or loan payments at the time of the "loss"; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor; (4) Costs for extended warranties, credit life insurance, health, accident or disability insurance purchased with the loan or lease; and (5) Carry-over balances from previous leases or loans. F. Towing and Labor The following is added to Paragraph A.2. of the Physical Damage Coverage Section: We will pay up to $75 for towing and labor costs incurred each time a covered "auto" of the private passenger type is disabled. However, the labor must be performed at the place of disablement. G. Extended Glass Coverage The following is added to Paragraph A.3.a. of the Physical Damage Coverage Section: If glass must be replaced, the deductible will be $100 or the deductible shown in the Declarations, whichever is less. If glass can be repaired and is actually repaired rather than replaced, the deductible will be waived. You have the option of having the glass repaired rather than replaced. H. Hired Auto Physical Damage — Increased Loss of Use Expenses The Loss Of Use Expenses Provision of the Physical Damage Coverage Section is replaced by the following: Loss Of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or written rental agreement. We will pay for loss of use expenses if caused by: (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto'; (2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered "auto "; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto ". However, the most we will pay for any expenses for loss of use is $100 per day, to a maximum of $3000. I. Personal Effects Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Personal Effects Coverage a. We will pay up to $750 for "loss" to personal effects which are: (1) Personal property owned by an "insured "; and U -CA -424 -E CW (04 -11) Page 2 of 5 Includes copyrighted material of Insurance Services Office, Inc., with its permission. BAP399266810 (2) In or on a covered "auto ". b. Subject to Paragraph a. above, the amount to be paid for "loss" to personal effects will be based on the lesser of: (1) The reasonable cost to replace; or (2) The actual cash value. c. The coverage provided in Paragraphs a. and b. above, only applies in the event of a total theft of a covered "auto ". No deductible applies to this coverage. However, we will not pay for "loss" to personal effects of any of the following: (1) Accounts, bills, currency, deeds, evidence of debt, money, notes, securities, or commercial paper or other documents of value. (2) Bullion, gold, silver, platinum, or other precious alloys or metals; furs or fur garments; jewelry, watches, precious or semi - precious stones. (3) Paintings, statuary and other works of art. (4) Contraband or property in the course of illegal transportation or trade. (5) Tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. Any coverage provided by this Provision is excess over any other insurance coverage available for the same "loss ". J. Tapes, Records and Discs Coverage 1. The Exclusion in Paragraph 13.4.a. of Section III — Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.2.c. of Section IV — Physical Damage Coverage in the Motor Carrier Coverage Form do not apply. 2. The following is added to Paragraph 1.a. Comprehensive Coverage under the Coverage Provision of the Physical Damage Coverage Section: We will pay for 'loss" to tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. We will pay only if the tapes, records, discs or other similar audio, visual or data electronic devices: (a) Are the property of an "insured "; and (b) Are in a covered "auto" at the time of "loss ". The most we will pay for such 'loss" to tapes, records, discs or other similar devices is $500. The Physical Damage Coverage Deductible Provision does not apply to such 'loss ". K. Alrbag Coverage The Exclusion in Paragraph B.3.a. of Section III — Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph 13.4.a. of Section IV — Physical Damage Coverage in the Motor Carrier Coverage Form do not apply to the accidental discharge of an airbag. L. Two or More Deductibles The following is added to the Deductible Provision of the Physical Damage Coverage Section: If an accident is covered both by this policy or coverage form and by another policy or coverage form issued to you by us, the following applies for each covered "auto" on a per vehicle basis: 1. If the deductible on this policy or coverage form is the smaller (or smallest) deductible, it will be waived; or 2. If the deductible on this policy or coverage form is not the smaller (or smallest) deductible, it will be reduced by the amount of the smaller (or smallest) deductible. M. Physical Damage — Comprehensive Coverage — Deductible The following is added to the Deductible Provision of the Physical Damage Coverage Section: Regardless of the number of covered "autos" damaged or stolen, the maximum deductible that will be applied to Comprehensive Coverage for all "loss" from any one cause is $5,000. U -CA -424 -E CW (04 -11) Page 3 of 5 Includes copyrighted material of Insurance Services Office, Inc., with its permission. BAP399266810 N. Temporary Substitute Autos — Physical Damage 1. The following is added to Section I — Covered Autos: Temporary Substitute Autos — Physical Damage If Physical Damage Coverage is provided by this coverage form on your owned covered "autos ", the following types of vehicles are also covered "autos" for Physical Damage Coverage: Any "auto" you do not own when used with the permission of its owner as a temporary substitute for a covered "auto" you do own but is out of service because of its: 1. Breakdown; 2. Repair; 3. Servicing; 4. "Loss'; or 5. Destruction. 2. The following is added to the Coverage Provision of the Physical Damage Coverage Section: Temporary Substitute Autos — Physical Damage We will pay the owner for "loss" to the temporary substitute "auto" unless the "loss" results from fraudulent acts or omissions on your part. If we make any payment to the owner, we will obtain the owner's rights against any other party. The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it replaces. O. Amended Duties In The Event Of Accident, Claim, Suit Or Loss Paragraph a. of the Duties In The Event Of Accident, Claim, Suit Or Loss Condition is replaced by the following: a. In the event of "accident ", claim, "suit" or "loss ", you must give us or our authorized representative prompt notice of the "accident ", claim, "suit" or "loss ". However, these duties only apply when the "accident ", claim, "suit" or "loss" is known to you (if you are an individual), a partner (if you are a partnership), a member (if you are a limited liability company) or an executive officer or insurance manager (if you are a corporation). The failure of any agent, servant or employee of the "insured" to notify us of any "accident ", claim, "suit" or "loss" shall not invalidate the insurance afforded by this policy. Include, as soon as practicable: (1) How, when and where the "accident" or "loss" occurred and if a claim is made or "suit" is brought, written notice of the claim or "suit" including, but not limited to, the date and details of such claim or "suit "; (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. If you report an "accident ", claim, "suit" or "loss" to another insurer when you should have reported to us, your failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon as practicable after the fact of the delay becomes known to you. P. Waiver of Transfer Of Rights Of Recovery Against Others To Us The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: This Condition does not apply to the extent required of you by a written contract, executed prior to any "accident" or "loss ", provided that the "accident" or "loss" arises out of operations contemplated by such contract. This waiver only applies to the person or organization designated in the contract. Q. Employee Hired Autos — Physical Damage Paragraph b. of the Other Insurance Condition in the Business Auto Coverage Form and Paragraph f. of the Other Insurance — Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form are replaced by the following: For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own: U -CA -424 -E CW (04 -11) Page 4 of 5 Includes copyrighted material of Insurance Services Office, Inc., with its permission. BAP399266810 (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented under a written contract or written agreement entered into by an "employee" or elected or appointed official with your permission while being operated within the course and scope of that "employee's" employment by you or that elected or appointed official's duties as respect their obligations to you. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto ". R. Unintentional Failure to Disclose Hazards The following is added to the Concealment, Misrepresentation Or Fraud Condition: However, we will not deny coverage under this coverage form if you unintentionally: (1) Fail to disclose any hazards existing at the inception date of this coverage form; or (2) Make an error, omission, improper description of "autos" or other misstatement of information. You must notify us as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to the acceptance of this policy. S. Hired Auto — World Wide Coverage Paragraph (5)(a) of the Policy Period, Coverage Territory Condition is replaced by the following: (a) A covered "auto" is leased, hired, rented or borrowed for a period of 60 days or less; and T. Bodily Injury Redefined The definition of "bodily injury" in the Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish, resulting from any of these at any time. Mental anguish means any type of mental or emotional illness or disease. All other terms and conditions of this policy remain unchanged. U -CA -424 -E CW (04 -11) Page 5 of 5 Includes copyrighted material of Insurance Services Office, Inc., with its permission. This page has been left blank intentionally. SE14EXC7209421V COMMERCIAL EXCESS LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AMENDMENT OF CONDITIONS OTHER INSURANCE PRIMARY AND NON - CONTRIBUTING This endorsement modifies insurance provided under the following: COMMERCIAL EXCESS LIABILITY COVERAGE PART SCHEDULE As required by written contract or agreement. A. Section IV - Conditions, 9. Other Insurance is deleted and replaced by the following: 9. This insurance is excess over any other insurance available to the insured except: a. insurance that is purchased specifically to apply in excess of this policy; or b. insurance available to the person or organization shown in the Schedule of this endorsement as an additional insured on the "controlling underlying insurance." B When this insurance applies on a primary and non - contributing basis, the Limits of Insurance available for the additional insured will be the lesser of: 1. the amounts shown in item 3 of the Declarations of this policy; or 2. the amount of insurance you are required to provide the additional insured in the written contract or agreement. All other terms of the policy remain unchanged. NAV- EXC -348A (01111) Navigators Insurance Company Page 1 of 1 Contains copyrighted material of the Insurance Services Office. Inc. with its permission. This page has been left blank intentionally. RETURN TO: t , . . EXT: L rY? I C CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS / S �re g3S 2. ORIGINATING STAFF PERSON: EXT: Z7 Z �` 3. DATE REQ. BYAJ 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) Cl 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) Cl ORDINANCE ❑ RESOLUTION CACONTRACT AMENDMENT (AG #): 13 `!yZ ❑ INTERLOCAL ❑ OTHER j Ck41 /K e- . - l,etP_r / -Z\ S. PROJECT NAME: "�� V - V' C t� 7C,�+ 0\ 6. NAME OF CONTRACTOR: JCt i ri. `12 D ADDRESS: l ZZ4 D-�A ^Ci E -MAIL: TF j 2 o,-et, w. C" r SIGNATURE NAME: ` I I I A-e- t I L Cr- 3 TELEPHONE:Z-�-3- FZZ- &616 FAX: ZS3- 922 - t.67G TITLE: t 7. EXHIBITS AND ATTACHMENTS: C!(SCOPE, WORK OR SERVICES V COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE # hel i( :I BL, EXP. 12/31/ rN UBI # ZZ I (7213 1 S , EXP. /3/ / & 8. TERM: COMMENCEMENT DATE: �AI;T+ �lS -/�y COMPLETION DATE: /J�t9�� COi2 9. TOTAL COMPENSATION: $ IT/ S %�% /y /� 3 G fJS�6, 03� (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ENO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES WNO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: 3 O 6- `l qeo w 3 r 9 �-- 3� 10. DOCUMENT/ CONTRACT REVIEW V PROJECT MANAGER ❑ DIVISION MANAGER si'DEPUTY DIRECTOR 6( DIRECTOR ❑� RISK MANAGEMENT (IF APPLICABLE) �S / LAW DEPT 11. COUNCILAPPROVAL (IF APPLICABLE) INITIAL/ DATE REVIEWED COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING • SENT TO VENDOR/CONTRACTOR DATE SENT:_ 31n -)y • ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS 0 LAW DEPT * SIGNATORY (MAYOR OR DIRE_ ECTOR) CITY CLERK ASS[GNED AG # 6�SIGNED COPY RETURNED Vi ETURN ONE ORIGINAL COMMENTS: EXECUTE `a- " ORIGINALS INITIAL/ DATE SIGNED AG# *�i-i L DATE SENT: :11� INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: DATE REC' D: 3% 66 14 llr I AG #: 13 -142 PROJECT NUMBER CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 2 CHANGE ORDER NUMBER Lakota Middle School Safe Routes to School PROJECT TITLE EFFECTIVE DATE Tucci and Sons, Inc. CONTRACTOR SUMMARY OF PROPOSED CHANGES: This Change Order No. 2 covers the work changes as described in Field Directives # 10 through # 11 and the Relocation of Signal Pole #3 at the SR 509 / SW 312th Street Intersection as summarized below: Field Directive # 10 — Chain Link Fence Repair. During the widening on the south side of 312th one section of chain link fence at each edge of the fire station property needed to be removed to allow for the widening to be completed. The end post need to be re- established as well as the top rail and end cap. This work will be tracked by force account. A New Item B -89 — Chain Link Fence Repair at the estimated cost of $536.28 will be created to pay for this work. 2. Field Directive # 11 — Pavement Marking Removal The contract requires the removal of pavement marking at the reconfigured intersection of SR 509 and 312th Street. However, the Proposal did not include an item to pay the contractor for the work. A New Item B -90 — Pavement Marking Removal at the agreed Lump Sum price of $2720.00 will be created to pay for this work 3. Relocate Signal Pole # 3 — SR 509 and SW 312th Street Intersection During installation of Signal Pole in the SW quadrant of the intersection an unmarked fiber optic cable was encountered. Amaya had to relocate the signal pole after the fiber was relocation to meet minimum design clearance from the traveled way standards. This work will be tracked by force account. A New Item B -91 — F.A. Relocate Signal Pole #3, at the estimated amount of $6101.48 will be created to pay for this work. Changes to the Bid schedule - Lakota Middle School Safe Routes to School 1. Existing Bid Item B -1 - Minor Changes. Changes to the current bid item results in a reduction of <$536.28> to the amount currently paid under this bid item to address the addition of Bid Item B -89. 2. Existing Bid Item B -1 — Minor Change. Changes to the current bid item results in a reduction of <$2720.00> to the amount currently paid under this bid item to address to address the addition of Bid Item B -90. 3. Existing Bid Item B -1 — Minor Change. Changes to the current bid item results in a reduction of <$3,604.28> to the amount currently paid under this bid item to address the addition of Bid Item B -91. 4. The New Item B -89 — Chain Link Fence Repair. This item will be paid at the agreed Lump Sum price of $536.28 5. Add New Item B -90 — Pavement Marking Removal. This item will be paid at the agreed Lump Sum price of $2720.00. 6. Add New Item B -91 — F.A. Relocate Signal Pole # 3. This item will be paid at by force account in the amount of $6101.48. The total net adjustment to the amount paid under the contract is an increase of $2,497.20 Change Order No. 1 continued 2 of 2 Net Changes to the Bid Schedule — Lakota Middle School Safe Routes to School Bid Item Description Existing Quantity Change Quantity Unit Unit Cost Change Item Total B -89 Chain Link Fence Repair 0 $536.28 FA $536.28 $536.28 B -90 Pavement Marking Removal 0 1 LS LS $2,720.00 B -91 F.A. Relocate Signal Pole #3 0 $6,101.48 FA $6,101.48 $6,101.48 Total this Change Order 9,357.76 The time provided for completion in the Contract is ® Unchanged ❑ Increased by Working Days ❑ Decreased. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ® No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT Ll, Michael F Tueci PreskW COl NA, CTOR'S SIGNATURE J CARY k ROE P.E., SIGNATURE DATE DIRECTOR OF PARKS PUBLIC WORKS AND EMERGENCY MANAGEMENT $ 1,809.,266.25 $ 17,432.02 $ 9,357.76 $ 1,836,056.03 N 2--0 Iy CITY OF Federal Way FIELD DIRECTIVE PUBLIC WORKS DEPARTMENT Field Order No.: AG 13- 142 -10 Project: Lakata Middle School Safe Routes to School Proleet Project Address: SW 312th Street Owner: City of Federal Wad Public Works Department To: Torrey Johnson, PM Tucci and Sons, Inc. From: John Mulkey, Street Systems Project Engineer YOU ARE HEREBY DIRECTED TO EXECUTE PROMPTLY THIS "FIELD DIRECTIVE" WHICH MAY CHANGE THE ORIGINAL APPROVED PLANS ANWOR TERMS AGREED TO UPON BY YOUR CONTRACT ISSUED BY THE PUBLIC WORKS DEPARTMENT FOR YOUR PROJECT. SUBJECT: Chain Link Fence Repair Per this "Field Directive" you are directed to : [Suring construction of the widening and sidewalk on the south side of 312th Street one section of chain link fence at each end of the Fire Station Property (East and West Ends) needed to be removed as they encroached into the widened area. The Fire Station has agreed these sections do not need to be reinstalled, however, the ends of the fence need to have fabric reattached and the end post cap reinstalled. The installation of a brace bar may also be required. The construction on the north side of 312th Street required the chain link fence at the NW corner of 14th to be removed and reinstalled. When reinstalled it was noted the section by the new area drain left a gap at the bottom of the fence. For this one section a 6 foot tall section of fabric needs to be installed. Before work is begin an onsite meeting to confirm the work shall be done with Tucci, their sub - contractor doing the work and the City. All work is to be done by Force Account and paid for under the existing Bid Item A -17 Removal and Relocation of Existing Private Improvements. Directed By: AE Dyer Date: Received By: �: g', i F Tucd Prestdent Date: 12/10/2013 oz. -Z!� Tuccl & Sons Job: 196 - LAKOTA SRTS Date- 01118/2014 Rate Used: State Log M 70 Phase code. 7512 Description: FENCE 13114 (? rm Page I of i Print Date.-1/3112014 7-.37:62AM I 11 A C & P Fencing 1516 Chinook Ave. Enumclaw WA 98022-3721 B111 TO Tuccl & Sons Inc 4224 Waller Rd IaWxna WA 98443 JAN 24 2014 Invoice Date Invoice # 1/21/2014 249-2 P.O. No. Terms Project Net 45 Lakota Middle School #249 Quantity Description Rate Amount LAKOTA MIDDLE SCHOOL Force Account ez Repair Fence at fire station 6 6 UF TUCCI 1-11 1 VUA —R r YER 1: A C b` HN N 1 E UN E We appreciate your prompt payment. Total C & P Fencing 1516 Chinook, Ave�� Enumclaw, WA. 98022 Phone 360 802 -1059 Fax 360 450 -5464 f <' Mohimandcomcast.net FORCE ,ACCOUNT. .JOB NAME: Lakata School Contractor: Tucci & Sons Date of Work 01/18/14 Repair Fence at Ftation ... LABQR / Em ee Hrs ate SUB TOTAL 29% mark-Up TOTAL 4 42. 05 $ - $ - $ - $ 42.05 $ - $ - $ - Herbert o Leyva 225 $ 42.05`` $ 94.81 $ 27.44 $ 12205 Juan Ayala Gonzalez 225 $ 42.05 $ 94.61 $ 27.44 $ 122.05 Travel Tune $ - $ 19.75 $ - $ - $ - Heriberto Leyva 0.5 $ 19.75 $ 9.88 $ 2.86 $ 12.74 $ 1$13:23, r Total $ 256.84 EQUEPMNT l `�� i TYPE Hours, PE Hour f SUB TOTAL ADD 21% TOTAL MitsubisN Flatbed Fi.B $27.74 ,' $ 25:9 $ 2 $ 1 ,y Total $ ;06:31 -/ Small Tools f 5 "d+ Mark up of Labor Sub -Total for Small Tools SUB TOTAL Add 5% $ 1 $ 199.10 Total $ 9.96 MATERIAL, Description SUB TOTAL ADD 21% TOTAL See Attached Material List Qty Unit Price Ext 7/8'X 9' Post 1 $ 39.06 $ 39.06 $ 8.20 $ 47.26 7/&'X 6' Posts 1 $ 26.04 ` $ 26.04 ' $ 5.47 $ 31.51 isc Fittings 1 $ 33.83 $ 3323 �'$ 7.10 $ 40.93 $ $ - $ - Total $ 119.71' MOBILIZATION DE- MOBILgATION to: C & P 7146 Updated 2/1/2491 Contractor /Owner Tucci Project Name: Lakota Middle School Sidewalk Job number FA rotai 98.9 I Comment Send Mfg. Certs with Order March Galvanized Materials Price List FOOTAGE For Supplier SUPPLIER EXTENSION Dianu terX Unit; LENGTH (X) Qty PRICE COSTIFT COST 2 718" Dorm LF 6 1 � $ 4.34 26.04 2 718" Dora LF 9 1 $ 4.34 35.06 Fkdnp 27/8 Ten Band EA 1 8 $ 0.65 5.20 2 7/8" Brace B EA 1 5 � $ 0.60 3.00 4' Tension Bars 314 EA 1 1 $ 1.38 1.38 & Tension Bars 3/4 EA 1 1 ' $ 3.78 3.78 1 518" Rail End EA 1 2 $ 0.72 1.44 2 7 /8" Cap P.S. EA 1 2 $ 0.94 1.88 5/16 X 1 1/4 Car Bolts EA gags i 13 Galv $ 0.05 0.65 Concrete 1 6 $ 2.75 16.50 rotai 98.9 I 4f- Date j.— 1b; Name Wra Shop 14m Work 14m Travel JOB NAME 1E CZ, LIC SrART. THE •TOP.TIME 4- c, 5.46 6:30 1:00 SA-6 7.100 I e-Ts 2:00 7:30 ► 3*00 7-45 1 q h- C. egcj 3:30 8:00 400 8:30 4:15 9.00 4.30 9-30 4:46 10*00 i 500 10.30 MatsdA4 Needed Or @up I Number of Posts Set ? lies oxx trucks? 80# Sage Used: SandIGmveI,#Tcn pags p0mand ? Gallons of Diesel Odometer ReacMg Location Purchased: See Below 0 votw Purchase: can Gago En Price NoWs:Please make sure to attach ALL of your reclepts to your time slip DAILY! Thank you! -Dee? AM 7NWashington State Department of Transportation Field Note Record (Sketch Grid) Book No. Page No. Contract No. Station c 112 Line C/S ..�- ---- -- Staked By 14 � 2� ye vl- Date Work Started V / Z/ Work Completed 1161`1 Calculated By Date Checked By Date Inspector's Signature Date u i r' I.I Ir Item No. I Item Firt�s.`r -tnvin CfiA..., Group No. Date 2, Unit Quantity , RAMS No. Basis of Material Acceptance CAPS Entry No. Initials Est. No. Post OK i Firr �;, i I DOT Form 422 -636 EF Revised 9/96 caxr of FIELD DIRECTIVE Federal Way PUBLIC WORKS DEPARTMENT Field Order No.: AG 13 -142 -11 Project: Lakota Middle School Safe Routes to School Project Project Address: SW 312th Street Owner: City of Federal Way - Public Works Department To: Torrey Johnson, PM Tucci and Sons, Inc. From: John Mulkey, Street Systems Project Engineer YOU ARE HEREBY DIRECTED TO EXECUTE PROMPTLY THIS "FIELD DIRECTIVE" WHICH MAY CHANGE THE ORIGINAL APPROVED PLANS ANDIOR TERMS AGREED TO UPON BY YOUR CONTRACT ISSUED BY THE PUBLIC WORKS DEPARTMENT FOR YOUR PROJECT. SUBJECT: Pavement Marking Removal Per this "Field Directive" you are directed to: The contract specified, in Section 8- 22.3(6), page 242, the existing pavement markings are to be removed however, a bid item was not included in the contract to cover this work. According to the Contract, Section 1- 04.1(2) Bid Items Not Included in the Proposal, of the WSDOT Standard Specifications applies for this situation. An equitable adjustment will be made and a new item will be added to the contract to pay for the specified work. The existing crosswalks and stop bars pavement markings at the SR 509 and 312th intersection are to be removed in their entirity. Section 8 -22 of the Special Provisions and Standard Specifications are unchanged by the addition of this item. All work is to be done according to the contract specifications and will be paid for under a New Item for the agreed Lump Sum cost of $2720.00 Directed By: A 1 ---) AE Dyer Date: 1!23!2014 Received By: V ) L.--'' Michael F Tucei Pra~9i4"rat Date: 471 —,z 4-1 JAR /LL /'LU14 /Wl;ll 1U;12 AM FAX No, P, 001 /001 APPLY -A -LINE, INC. rl'V'APA 175 Roy Road sw, Bldg C v Pao fla, WA 98047 tSAinpnnnwnnpvne,wn.�w.du�m Phone (258) 298.1200 • Fox (258) 299 -1260 mail6apply®Ilnexom LIC. 0APPLYI*161 RU PROPOSAL. ATTENTION: TORRI - TUCCI & SONS INC PROJECT: LAKOTA MIDDLE SCHOOL SAFE ROUTES TO SCHOOL BID DATE: 1/22/2014 I1=ei ' ITEM PTION PLAN uRrr 'TU TAL QTY BID BID C01 REMOVAL OF PAVEMENT MARKINGS 1.0 LS 2435.00 6 2,435.00 TOTAL S 2 38.00 Cc }wz,c,ltv�r -0 Z 1-1 2 V . 00 mV 1Z°to STIPULATIONS- 1. GENERAL CONTRACTOR TO PROVIDE TRAFFIC CONTROL 2. GENERAL CONTRACTOR TO PROVIDE PRELIMINARY MARKING FOR STRIPING LAYOUT �. THIS PROPOSAL TO BE INCLUDED WITH CONTRACT DOCUMENTS 4. BOND NOT INCLUDED THANK YOU FOR THE OPPORTUNITY TO QUOTE THIS PROJECT WITH YOUR COMPANY. SINCERELY, L �' b �, IKE "SUSO SUSNER ESTIMATOR PRICES INCLUDE MATERIAL, INSTALLATION & INSURANCE, PRICES GOOD IF CONTRACT IS RECEIVED' WITHIN 30 DAYS OF AWARD, AFTER 30 DAYS PRICES MUST BE RENEGOTIATED. LAKOTA SRTS Pavement Marking Removal Estimate Removal of Plastic Sidewalks and Stop Bars at SR 509 & 312th Ave Intersection Sidewalk Bars Double Bar Length (FT) Width (FT) Area (SF) Width (FT) Area (SF) North Leg 9 2 10 0.67 120.6 1 180 South Leg 10 2 10 0.67 134 1 200 West Leg 5 2 10 0.67 67 1 100 Stop Bar Lanes Length (FT) Width (Fr) Area (SF) Width (FT) Area (SF) North Leg 3 12 0.67 24.12 1 36 South Leg 1 12 0.67 8.04 1 12 West Leg 3 12 0.67 24.12 1 36 Total 377.88 564 NySDOT Standard Bid Item Table for Calander Year 2013 Low - $3.00 High $4.00 D COST RANGE Total Area $3.00 Cost $4.00 Cost 378 3 $ 1,134.00 4 $ 1,512.00 564 3 $ 1,692.00 4 $ 2,256.00 The cost ranges from $1134 to $2256, however this is based on a competitive bid process. is an alternate extimate using labor and equipment crew for 1 day # of men Hours Rate Cost 2 10 $ 65.00 $ 1,300.00 and Grinder tools and supplies (10% of Labor) 8 $ 50.00 $ 400.00 30% $ 130.00 $ 1,830.00 & Demob to site (2 hours each way) # of men Hours Rate 2 Men 2 4 $ 65.00 $ 520.00 invent Pickup 1 4 $ 25.00 $ 100.00 Pickup and Grinder each estimated at $25.00 per hour This ST &S includes grinder teeth, brooms, vacumn for deanup 7WWshington State a parbnent of Transportation Field Note Record (Sketch Grid) Book No. Page No, Contract N D. Station -S7V-7 Line C/S Staked By Date Work Started A3 11-f I Work Completed I )1S,11-q Calculated y Date Y&Yz Checked By Date inspector's Signature Date ... ............ L rA Item No. Item Group No. Date Yfvf., Unit Z -S Quantity RAMS No. Basis of Material CAPS Entry. Initials Acceptance No. :Post Est. No. OK DOT Form 422 636 EF Revised 9 f96 TrAfFI ashington State lepartment of Transportation Field Note Record (Sketch Grid) Book No. Page No. Contract No Station � Line C/S v_ Staked By d Date Y.*tfStated Work Completed Calculated By Date Checked By Date Inspectory signature Date i DOT Form 42 -636 EF Revised /96 FORCE ACCOUNT for: Tucci and Sons, Inc. &91 Project: Lakota Middle School Safe Routes to School Project Project No. 13-142 2- Dec -13 Work Description: Minor change Minor Change Signal pole #3 at SR 509 - rework mss: �.',- ts3��+�.iK.3r.�.• _x,ot..'xa,.f�,1:Ei.'. .e. .,�&�..� -° k. ..r'�.• Name Classification Regular Overtime Regular Overtime Total Randy Schemer Forman 0.50 61.62 $ 30.81 Chris Ross Flagman 0.50 39.90 $ 19.95 $ Is Totals:1 1 1.00 Total Labor Cost: Is 50.76 (per AGC/WSDOT 'Equipment Rental Rate Agreement', Section 1-09.6 HOURS HOURS RATE RATE I AMOUNT Contractors Equipment Regular Standby Regular Standby Ford F -450 0.50 49.96 $ 24.98 CAT Backhoe 0.50 54.12 $ 27.06 $ $ is - Sub -Total Contractor's Equipment Cost: $ 52.04 HOURS HOURS RATE RATE AMOUNT Rented Equipment Regular Standby Regular Standby NONE $ - Sub -Total Rented Equipment Cost: $ - Total Equipment Cost: $ 52.04 Supplier Material Type UNIT QTY UNIT $ AMOUNT Sales Tax Total Material Cost: $ - Subcontractor~ Work Description UNIT QTY UNIT $ AMOUNT Excavate HR $ HR $ $ Total Subcontractor Cost: $ - ITEM AMOUNT TOTAL AMOUNTS Labor Costs $ 50.76 29% P &O on Labor $ 14.72 Subtotal: Labor $ 65.48 Equipment Costs $ 52.04 Material Costs is 21 % P &O on Equip & Material $ 10.93 Subcontractors $ - 12% P &O on Subs $ - Subtotal: Equipment, Material,& Subs $ 62.97 TOTAL $ 128.45 City Representative Contractor Representative FORCE ACCOUNT for: SUB - Contractor Amaya Electric B-1 Project: Lakota Middle School Safe Routes to School Project Project No. 13 -142 2- Dec -13 Work Description: Minor change Minor Change Pull out pole #3 st SR509 WIN M Name Classification Regular Overtime Regular Overtime Total Jack Smith Forman 0.501 73.35 $ 36.68 Barry Myes Apprentice 0.50 53.63 $ 26.82 $ $ Totals: 1.00 Total Labor Cost: $ 63.49 (per AGC/WSDOT "Equipment Rental Rate Agreement", Section 1-06.6 HOURS HOURS RATE RATE AMOUNT Contractors Equipment Regular Standby Regular Standby $ $ Sub -Total Contractor's Equipment Cost: $ HOURS HOURS RATE RATE AMOUNT Rented Equipment Regular NONE Standby Regular Standby $ Sub -Total Rented Equipment Cost: $ Total Equipment Cost: $ - Supplier Material Type UNIT CITY UNIT $ 1 AMOUNT Sales Tax $ $ $ Total Material Cost: $ - w�� 'k Subcontractor Work Description UNIT CITY UNIT $ AMOUNT HR $ HR $ Total Subcontractor Cost: $ 63.49 ITEM AMOUNT TOTAL AMOUNTS Labor Costs 1 $ 63.49 290k P &O on Labor $ 18.41 Subtotal: Labor $ 81.90 Equipment Costs $ Material Costs $ 21% P &O on Equip & Material $ TOTAL Subcontractors $ 81.90 Prime Markup 0 12% P &O on Subs $ TOTAL Prime Markup on Sub - Contractor iig $ 9.83 TOTAL EEE $ 91.73 City Representative Contractor Representative FORCE ACCOUNT for: SUB - Contractor Amaya Electric B-1 Project: Lakots Middle School Safe Routes to School Project Project No. 13- 142 3- Dec -13 Work Description: Minor change Minor Change Excavate new hole for pole #3 at SR509 Name Classification Regular I Overtime Regular Overtime Total Jack Smith Forman 1.001 73.35 $ 73.35 $ Barry Myes Apprentice 6.00 53.63 $ 321.78 Totals:1 7.00 Total Labor Cost: Is 395.13 (per AGC/WSDOT "Equipment Rental Rate Agreement° . Section 1-09.6 HOURS HOURS RATE RATE I AMOUNT Contractors Equipment Regular Standby Regular Standby $ $ $ $ Sub -Total Contractor's Equipment Cost: Is HOURS I HOURS I RATE RATE I AMOUNT IVVIVC .y ' $ Sub -Total Rented Equipment Cost: $ Total Equipment Cost: $ - Total Material Cost: Total Subcontractor Cost: City Representative Contractor Representative FORCE ACCOUNT for: SUB - Contractor Amaya Electric Project: Lakota Middle School Safe Routes to School Project Work Description: Complete excavation of singnal pole #3 at SR509 Set tube and cape No. 13-142 B-1 4 -Dec -1 Name Classification Regular Overtime Regular Overtime Total Jack Smith Forman 2.00 73.35 $ 146.70 Ryan Diaz Journyman 3.00 $ 68.32 $ 204.96 Barry Myes Apprentice 4.00 53.63 $ 214.52 Invoiced. Costs by Service Provider Date/Service Number § Y"Wo"j o-Ad, Total Subcontractor Cost: Econovac Vector Truck Excavation 12/3113 072246 AMOUNT $ Totals: Econovac Vector Truck Excavation 9= 072246 $ 880.00 Total Labor Cost: Is 566.18 (per AGC/WSDOT "Equipment Rental Rate Agreement" , Section 1 -09.6 072246 HOURS HOURS RATE RATE AMOUNT Subcontractor Work Description UNIT CITY UNIT $ a AMOUNT is $ Sub -Total Contractor's Equipment Cost: $ Invoice Invoice AMOUNT Invoiced. Costs by Service Provider Date/Service Number § Y"Wo"j o-Ad, Total Subcontractor Cost: Econovac Vector Truck Excavation 12/3113 072246 AMOUNT $ 1,665.00 Labor Costs Econovac Vector Truck Excavation 12/4/13 072246 $ 880.00 $ 164.19 Econovac Disposal Costs 12/4/13 072246 $ 3,047.78 $ 502.78 $ 365.73 Subtotal: Service Provider Material Costs $ 493.85 21% P &O on Equip & Material $ 103.71 Sub -Total Rented Equipment Cost: $ 3,047.78 Total Equipment Cost: $ 3,047.78 Supplier Material Type UNIT CITY UNIT $ Totai:Sub- Contractor AMOUNT Sales Tax Addison Const. Supply Rebar lb 529 $ 0.65 $ 343.85 $ Addison Const. Supply Sonotube LF 10.0 $ 15.00 $ 150.00 $ Total Material Cost: $ 493.85 Subcontractor Work Description UNIT CITY UNIT $ AMOUNT $ $ $ § Y"Wo"j o-Ad, Total Subcontractor Cost: $ ITEM AMOUNT TOTAL AMOUNTS Labor Costs $ 566.18 $ 730.37 $ 3,413.51 $ 597.56 $ 4,741.44 $ 568.97 29% P &O on Labor $ 164.19 Subtotal: Labor Service Provider $ 3,047.78 12% P &O on Service Provider $ 365.73 Subtotal: Service Provider Material Costs $ 493.85 21% P &O on Equip & Material $ 103.71 Subtotal: Equipment and Materials TOTAL Subcontractors Prime Markup @ 12% P &O on Subs Totai:Sub- Contractor $ 4,741.44 TOTAL $ 5,310.41 City Representative Contractor Representative AMhk "m Washington State VrAIV Department of Transportation Field Note Record (Sketch Grid) Book No. Page No. Contract No Station Line C/S Staked By Date w lord Staffed Work Completed Calculated By Date Checked By Date lnspa?r�/%ignature Date r 4� Revised 9196 FORCE ACCOUNT for: Tucci and Sons, Inc. Project: Lakota Middle School Safe Routes to School Project Work Description: Minor change Minor Change Signal pole #3 at SR 509 - rework Name jCIassIfi Randy Schiemer Forman Chris Ross Flaamai F -450 Backhoe Excavate ITEM _ Labor Costs 29% P &O on Labor Subtotal: Labor Equipment Costs Material Costs 21% P &O on Equip & Material Subcontractors 12% P &O on Subs Subtotal: Equipment, Mater i TOTAL City Representative 8 -91 No. 13 -142 1 2 -Dec- Regular Overtime Regular Overtime Total 0.50 61.62 $ 30.81 0.50 39.90 $ 19.95 $ $ 1.00 Total Labor Cost: Is 50.76 (per AWMSDOT 'Equipmarrl Rental Rate Agreement* . Section 1-09.6 HOURS HOURS RATE RATE AMOUNT Regular Standby Regular Standby 0.50 49.96 $ 24.98 0.50 54.12 $ 27.06 $ $ $ Sub -Total Contractor's Equipment Cost: $ 52.04 HOURS HOURS RATE RATE AMOUNT Regular Standby Regular Standby Sub -Total Rented Equipment Cost: $ Total Equipment Cost: $ 52.04 UNIT QTY UNIT $ AMOUNT Sales Tax Total Material Cost: $ UNIT QTY UNIT $ AMOUNT HR $ HR $ $ Total Subcontractor Cost: $ AMOUNT TOTAL AMOUNTS $ 50.76 $ 14.72 $ 65.48 $ 52.04 $ $ 10.93 62.97 $ 128.45 Contractor Representative FORCE ACCOUNT for: SUB- Contractor Amaya Electric B -1 Project: Lakota Middle School Safe Routes to School Project Project No. 13 -142 2- Dec -13 Work Description: Minor change Minor Change Pull out pole 83 st SR509 agar Costs 29% P &O on tabor Subtotal: Labor quipment Costs tateriat Costs 21% P &O on Equip & Material ubcontractors 12% P &O on Subs Saber: NW kup an Sub-Ca City Representative 3egular Overtime Regular Overtime Total 0.50 73.35 $ 36.68 0.50 53.63 $ 26.82 I is 1.00 Total Labor Cost: Is $3.48 ACCIWSDOT'Equipment Rental Rate Agreement', Section 1-09.8 HOURS f HOURS RATE RATE AMOUNT Regular Standby I Regular Standby Sub-Total Contractor's EquipmentCost. 0 $ Sub -Total Rented Equipment Cost: Total Equipment Cosa: UNIT QTY UNIT 3 S - Total Material Cost" AMOUNT Sales Tax UNIT QTY UNIT $ AMOUNT HR $ HR $ $ Total Subcontractor Cost: $ 63.49 AMOUNT TOTAL AMOUNTS $ 63.49 $ io 18.41 $ 81.90 $ 81.90 $ 9.83 $ 91.73 Contractor Representative FORCE ACCOUNT for: Ama a Electric -1 Project: Lakota Middle School Sate Routes to School Project Project No. 13 -142 2- Dec -13 Work Descrtgt M Minor change Minor Change Pull out pole #3 st SR509 Name Classification Regular Overtime Regular Overtime Total Jack Smith Forman 0.50 73.35 $ 36.68 Barry Myes Apprentice 0.50 53.63 $ 26.82 $ $ Totals: 1.00 Total Labor Cost: Is 63.49 %pet' AGCJWWOT -Esyu M*M Rental Fiala AWeement' , Section 1-08.6 HOURS I HOURS I RATE RATE I AMOUNT $ $ Sub -Total Contractor's Equipment Cost: Is HOURS I HOURS I RATE I RATE I AMOUNT m - $ Sub -Totat Rented Equipment Cost: $ Total Equipment Cost: $ Total Material Cost: Total Subcontractor Cost: -r/ City Representative Contractor Representative FORCE ACCOUNT for: Tucci and Sons, Inc. B-91 Project: Lakots Middle School Safe Routes to School Project Project No. 13 -142 2- Dec-13 Work Descriofion_ Minor chanae Minor Chanae 'L #3 at SR 509 - rework i Name Classification Regular I Overtime RegyWr-->r Qvertime I Total Randy Schiemer Forman 0.50 7 $ 3 . $ Chris Ross Flagman 0.50 39.90 $ 19.95 Is Totals: I 1 1.00 Total Labor Cost: $ (per AGCJVilSDQT 'Equipment RerMSi Rate eernent" . Secdvn 1-09.6 HOURS HOURS RATE RATE I AMOUNT Contractors Equipment Regular Standby Regular Standby Ford F -450 0.50 49.96 $ 24.98 CAT Backhoe 0.50 54.12 $ 27.06 $ $ Is - Sub -Total Contractor's Equipment Cost: I $ 52.04 HOURS I HOURS I RATE RATE I AMOUNT NONE $ $ Sub -Total Rented Equipment Cost: $ Total Equdrme►t Coot: $ 52.04 Total Material Coat: Total Subcontractor Cost: City Representative Contractor Representative FORCE ACCOUNT for: '-NCC. i PMY) ),� S Project: Lakota Middle School Safe Routes to School Project Apr Descri ti n: Minor Change s i Till` ids t# ? (@ S r-- 5V — r< No. 13 -142 Dais: 12 %L ! Name Classification Regular Overtime Regular Overtime Total EM04 SC 1 911- Fa Fr ©S $ $ —T- e4is a05 s $ - Totals: Total Labor Cost: S - AGC WSDOT 'Equipment Rental Rate Seclion 1-W 6 HOURS HOURS RATE RATE I AMOUNT Contractors EquiQme t Regular Standby Replar Standby rcf1n $ q $ rr $ $ $ Sub -Total Contractor's Equipment Cost: $ G HOURS I HOURS I RATE I RATE AMOUNT IN Sub -Total Rented Equipment Cost: $ Total Equipment Cost: $ x Total Material Cost: Total Subcontractor Cost: City Representative Contractor Representative 0, , I-- iiacci &Sons Inc Foreman's Report Extra Work Date — 0 - Day { f Job Number Location 1 ,. X�.. Superintendent i Weather _ 'c;'1�., A , 6 Q" r th� RM Employee Name Start Time Stop Time Office Class Equipment Labor & Equipment Hrs. Total Labor Hrs. Emp No. Task F -0-L -T Number Type RT7 OT Jame Rounds Material Code 4&Sons Inc Foreman's Report Contract Work I -ate C) "b C- C c) Q 1 -3 Day /120 J n A 4 4(j Job Number Id- / 9 (, CO Location /— A A'A D n t- c-r Sc t-4 o e) c- Superintendent -ro z a c) A),& QA%j Weather Is //Z G� Employee Name Start Time Stop Times MR, MR Labor & Equipment Hrs. Name Rounds Material Code I I I FORCE ACCOUNT for: (fit „,F,— ' f Project: Lakota Middle School Sate Routes to School Project Project No. 13 -142 Date: 2- Work Descriotion: Minor Change (%VLC- Ui✓7"' !ten L/� 1,r "Z Labor Costs 29% P &O on Labor Subtotal: Labor ,Equipment Costs Material Costs 21% P &O on Equip & Material Subcontractors i 2% P &O_on Subs. _„ Subtotal: Equipment, MatwL TOTAL City Representative SSub$ Toga tabor Cost: $ r AGC/WS00T'Equ0wV Rental Rate aernenP , Section 1-09.6 HOURS HOURS RATE RATE AMOUNT Regular Standty Regular Standby $ $ $ $ Sub -Total Contractor's Equipment Cost: $ HOURS HOURS RATE RATE AMOUNT ReWlar Starry Regular Standby S - $ Sub -Total Rented Equoment Cost: $ Total Equipment Cost: $ UNIT QTY UNIT $ AMOUNT Si $ $ Total Material Cost: $ UNIT QTY UNIT $ AMOUNT HR $ HR $ $ - Total Subcontractor Cost: $ AMOUNT TOTAL AMOUNTS a _ Contractor Representative $ `G Tax DAILY JOB JOURNAL } Journal No. Job 1. t' �1 ' Sa-f e Job No. Location. 6 5 1-2- Number and Types of Personnel Working Inside Contract Work Outside Contract Work Page ## Date 12-2-13 Weather Temperature Other Maior Contractors on Job General Foreman Line General Foreman 1 Foreman Line Foreman 2 Journeyman Journeymen Lineman 3 Intermediate Journeyman Equipment Operator 4 Apprentice Truck Driver 5 Material Handler Ground Man 6 Cable Splicer 7 Welder Installer Technician Total_ Total TYPE; W Rlt IN PR GRE S:1 s a TIA L_ 1X C i! tl PC 1+5 1- p o l p ;4 HINDRANCE TO JOB PROGRESS AND BY WHOM: SPECIAL MATERIALS RECEIVED AND MATERIAL PROBLEMS: SPECIAL. VISITORS OR PHONE CALLS OF IMPORTANCE TO US 70 C k 1 ` 11 S TOOLS AND PARTS TRANSFERRED, STOLEN, MISPLACED OR LOST- NU#ABER & TYPES OF RENTAL EQUIPMENT ON JOB: ! T' 470" OWWN&L MWTAi M CONTRWMM 458OCMMK NC. Mw M 10 :7I gy(ature L FORCE ACCOUNT for: SUB - Contractor Amaya Electric Project: Lakota Middle School Safe Routes to School Protect Work Description: Minor change Minor Change Excavate new hole for pole #3 at SR509 a -1 No. 13- 142 1 3 -Dec -1 Name Classification Regular I Overtime Regular Overtime I Total Jack Smith Forman 1.001 73.35 1 $ 73.35 Barry Myes Apprentice 6.00 53.63 1 $ 321.78 $ $ I Is Totals: 7.00 Total Labor Cost: $ 395.13 (per AGCANSDOT "Equipment Rental Rate Section 1-09.6 HOURS HOURS RATE RATE I AMOUNT Contractors Equipment Regular Standby Regular Standby $ $ $ Is Sub -Total Contractor's Equipment Cost: Is HOURS HOURS RATE RATE AMOUNT Rented Equipment Regular Standby Regular Standby NONE $ Sub -Total Rented Equipment Cost: $ Total Equipment Cost: $ - Supplier Material Type UNIT QTY UNIT $ AMOUNT Sales Tax $ $ Total Material Cost: $ - IMISISIMM Subcontractor lWork Description UNIT QTY UNIT $ AMOUNT HR $ HR $ $ Total Subcontractor Cost: $ 395.13 ITEM AMOUNT TOTAL AMOUNTS Labor Costs $ 395.13 29% P &O on Labor $ 114.59 Subtotal: Labor $ 509.72 Equipment Costs $ - Material Costs $ 21% P &O on Equip & Material $ Total Subcontractors $ 50912 Prime Markup @ 12% P &O on Subs $ 61.17 — TOTAL - Prime - Markunon. Sub- Contracntr S _ Bi_17 City Representative - $ 570.89 Contractor Representative FORCE ACCOUNT for: Amaya Electric Project: Lakota Middle School Safe Routes to School Project k D f Minor change Minor Change Excavate new hole for pole #3 at SR509 Smith Totals: Labor Costs 29% P &O on Labor Subtotal: Labor Equipment Costs Material Costs 21% P &O on Equip & Material Subcontractors 12% P &O on Subs SuhtataF: Eauioment Materk B -1 No. 13.142 Regular Overtime Regular Overtime Total 1.00 73.35 $ 73.35 6.00 53.63 $ 321.78 Is 7.00 Total Labor Coat: Is 395.13 (per AGClWSDOT °Equipment Rental Rate Agreement : Section 1 -08.6 HOURS HOURS RATE RATE AMOUNT Regular Standby Regular Standby $ $ $ Sub-Total Contractoes Equipment Cost: $ HOURS I HOURS I RATE RATE AMOUNT $ S - AMOUNT Sales Tax s Total Subcontractor Cost: 1$ AMOUNT TOTAL AMOUNTS $ 395.13 $ 114.59 $ AL City Representative Contractor Representative $ AMOUNT 509.72 .r FORCE ACCOUNT for: SUB - Contractor Amaya Electric B-1 Project: Lakota Middle School Safe Routes to School Project Project No. 13 -142 3- Dec -13 Work Description: Minor change Minor Change Excavate new hole for pole #3 at SR509 Name Classification Regular I Overtime Regular Overtime Total Jack Smith Forman 1.001 73.35 $ 73.35 Barry Myes Apprentice 6.00 53.63 $ 321.78 $ Is Totl.:1 7.001 Total Labor Cost: 1 $ 395.13 31(per AGCIWSDOT "Equipment Rental Rate nt" , swoon 1 -08.6 HOURS HOURS RATE RATE I AMOUNT Contractors Equipment Regular Standby Regular Standby $ $ $ Sub- Total Contractor's Equipment Cost: Is HOURS HOURS RATE RATE I AMOUNT Rented Equipment Regular Standby Regular Standby NONE $ $ Sub -Total Rented Equipment Cost: $ Total Equipment Cost: $ - Supplier Material Type UNIT OTY UNIT $ AMOUNT Sales Tax $ $ $ $ $ Total Material Cost: $ - Subcontractor Work Description UNIT QTY UNIT $ AMOUNT HR $ HR $ Total Subcontractor Cost: $ 395.13 ITEM AMOUNT TOTAL AMOUNTS Labor Costs $ 395.13 29% P &O on Labor $ 114.59 Subtotal: Labor $ 509.72 Equipment Costs $ Material Costs $ 21 % P &O on Equip & Material $ Subcontractors $ 395.13 12% P &O on Subs $ 47.42 Subtotal: Markup on Sub- Contrecotr $ 47.42 TOTAL $ 557.14 City Representative Contractor Representative �i FORCE ACCOUNT for: f Project: Lakota Middle School Safe Routes to School Project Project No. 13-142 Date: r Z Work Descriotian: Minor Change R" Name Classiftstion Regular Overtime Regular Overtime TotalI $ '13 'wegawe 0 l: $ s $ s - Totals: Total Labor Cost Is (par AGQWSDOT 'Equipment Rental Rate AWeemeW, Section I-W.6 HOURS I HOURS I RATE I RATE I AMOUNT City Representative e - E - Sub -Total Contractor's Equipment Cost: is HOURS I HOURS I RATE RATE I AMOUNT $ $ Sub -Total Rented Equipment Cost: $ Toted Equipmsrtt Cost: $ Total Material Cost: Contractor Representative DAILY JOB JOURNAL Journal No. Job kc-�q sq-fe r o of (- 5 Job No. Tj VL Location vy, Number and Types of Personnel Working Inside Contract Work Outside Contract Work Page # Date 12- --3 - Weather Temperature Other Maior Contradors on Job General Foreman Line General Foreman 1 Crr d VfA f Foreman Line Foreman 2 Journeyman Journeymen Lineman 3 Intermediate Journeyman. Equipment Operator 4 Apprentice Truck Driver 5 Material Handier Ground Man 6 Cable Splicer 7 )der Installer Technician Total e 0 AN 0 HINDRANCE TO JOB PROGRESS AND BY WHOM: SPECIAL k MATERIALS RrCEIVED AND MATERIAL PROBLEMS: T-a ±� h r SPECIAL VISITORS OR PHONE CALLS OF IMPORTANCE TO U& TOOLS AND PARTS TRANSFERRED, STOLEN. MISPLACED OR LOST NUMBER & TYPES OF RENTAL EQUIPMENT ON JOB: VOM VOMAWN Total Signature FORCE ACCOUNT for: SUB - Contractor Amaya Electric Project: Lakota Middle School Safe Routes to School Project Wprk Description: Complete excavation of singnal pole #3 at SR509 Set tube and cage No. 13-142 B -1 Name Classification Regular Overtime Regular Overtime Total Jack Smith Forman 2.00 73.35 $ 146.70 Ryan Diaz Journyman 3.00 $ 1,665.00 68.32 $ 204.96 Barry Myes Apprentice 4.00 53.63 $ 214.52 $ 880.00 Econovac Disposal Costs 3,047.78 12/4113 072246 Total Subcontractor Cost: $ - $ 502.78 ITEM AMOUNT $ Totals: Supplier 9.00 - UNIT Total Labor Cost: $ 566.18 (per ACGQ W$D()T 'Equipment Rental Rate Agreement' , Section 1-09.6 HOURS HOURS RATE RATE AMOUNT Contractors Equipment Regular Standby Regular Standby Addison Const. Supply Reber Subtotal: Service Provider b 529 $ 0.65 Is $ 103.71 $ 343.85 $ Addison Const. Supply Is Sub -Total Contractor's Equipment Cost Is 10.0 $ 15.00 Invoice Invoice $ AMOUNT hn mW Costs by Service Provider Date/Service Number Econovac Vactor Truck Excavation 12/3/13 072246 Sub -Total Rented Equipment Cost: $ 1,665.00 Econovac Vactor Truck Excavation 3,047.78 1214/13 072246 Total Equipment Cost: $ 880.00 Econovac Disposal Costs 3,047.78 12/4113 072246 Total Subcontractor Cost: $ - $ 502.78 Sub -Total Rented Equipment Cost: $ 3,047.78 Total Equipment Cost: $ 3,047.78 St!!!1 Total Subcontractor Cost: $ - ITEM AMOUNT TOTAL AMOUNTS Supplier Material Type $ 730.37 $ 3,413.51 $ 597.56 $ 4,741.44 $ 568.97 UNIT CITY UNIT $ $ 164,19 Subtotal: Labor AMOUNT Sales Tax Addison Const. Supply Reber Subtotal: Service Provider b 529 $ 0.65 21 % P &O on Equip & Material $ 103.71 $ 343.85 $ Addison Const. Supply Sonotube 1 LF 10.0 $ 15.00 $ 4,741.44 $ 150.00 $ $ 5,310.41 City Representative Contractor Representative $ - $ Total Material Cost: $ 493.86 Subcontractor Work Description UNIT QTY UNIT $ AMOUNT $ St!!!1 Total Subcontractor Cost: $ - ITEM AMOUNT TOTAL AMOUNTS Labor Costs $ 566.18 $ 730.37 $ 3,413.51 $ 597.56 $ 4,741.44 $ 568.97 29% P &O on Labor $ 164,19 Subtotal: Labor Service Provider $ 3,047.78 12% P &O on Service Provider $ 365.73 Subtotal: Service Provider Material Costs $ 493.85 21 % P &O on Equip & Material $ 103.71 Subtotal: Equipment and Materials Subcontractors 12% P &O on Subs 1 Total:Sub- Contractor $ 4,741.44 TOTAL $ 5,310.41 City Representative Contractor Representative t FORCE ACCOUNT for: Amaya Electric Project: Lakota Middle School Safe Routes to School Project a ci Minor change Minor Change Complete excavation of sin nal pole #3 at SR509 Set tube and cane No. 13 -142 B -1 Nsate Claasiffcstion Regular Overtime Regular Overtime Total Jack Smith Forman 2.00 73.35 Sub -Total Rented Equipment Cost: $ 146.70 Ryan Diaz Journyman 3.00 68.32 It $ 204.96 Barry M s Apprentice 4.00 CITY UNIT $ 53.63 AMOUNT $ 214.52 Addison Construction Su Reber lb 529 $ 0.65 $ 343.85 $ Addison Construction Su Sonotube LF 10.0 $ 15.00 $ 150.00 $ Total: 9.00 $ - Total Labor Cost; $ 568.16 AGCNVSDOT " Equpment Rental Rate AgrewrwW , Section 1.09.8 HOURS HOURS RATE RATE AMOUNT Contraetors Eq&gpnwM Regular Standby P49tftr Standby t $ UNIT QTY UNIT $ AMOUNT Econovac Vector Truck Potholing HR 4 220.00 $ 880.00 Econovac Disposal Palmer HR 15.47 32.50 $ 502.78 $ $ Sub -Total Contractor's Equipment Cost: $ 1,382.78 HOURS HOURS RATE RATE AMOUNT Sub -Total Rented Equipment Cost: $ Total Equ4nnertt Cost: It Supplier Material Type UNIT CITY UNIT $ AMOUNT Sales Tax Addison Construction Su Reber lb 529 $ 0.65 $ 343.85 $ Addison Construction Su Sonotube LF 10.0 $ 15.00 $ 150.00 $ $ - $ Total Material Cost: It 493.65 t SSubcontradar Work Description UNIT QTY UNIT $ AMOUNT Econovac Vector Truck Potholing HR 4 220.00 $ 880.00 Econovac Disposal Palmer HR 15.47 32.50 $ 502.78 Total Subcontractor Cost: $ 1,382.78 ITEM AMOUNT TOTAL AMOUNTS Labor Costs $ 566.18 29Y9 P &O on Labor $ 164.19 Subtotal: Labs' $ 730.37 Equipment Costa $ - Material costa $ 493.85 21% P &O on Equip & Material $ 103.71 Subcontractors $ 11382.78 121!9 P &O on Subs $ 165.93 Subtatal: "aunt, Material,& Subs $ 2.146.27 41 ITOTAL City Representative Contractor Representative FORCE ACCOUNT for:} 1f Project: Laltota Middle School Safe Routes to School Project Project No. 13 -142 Date: ,714 Work Description: Minor Change Totals: - Total Labor Cost $ AGCWSDOT "Equipment Rental Rate , Section 1-0®.6 HOURS HOURS I RATE J RATE I AMOUNT $ Sub•Totat Contractors Equipment Cost: is HOURS I HOURS I RATE RATE AMOUNT 0 Sub-Total Rented Equipment Cost: Total Equipment Cost: Total Material Cost: Total Subcontractor Cost: City Representative Contractor Representative ................ DAILY JOB JOURIL NEJOURNAL ' CX,' Journal No. Job L (A k otci S a-f e r ti-ff-5 Job No. Location Number and Types of Personnel Working inside Contract Work Outside Contract Work Page # Date -13 Weather— Temperature Other Major Contractors on Job General Foreman Line General Foreman 1 E` 0 VQ IC Foreman Line Foreman 2 Journeyman journeymen Lineman 3 Intermediate Journeyman Equipment Operator 4 Apprentice Truck Driver 5 Material Handier Ground Man 6 Cable Splicer Welder Installer Technician Total Total I TYPE WORK IN PR RESS: It Al 'I hori� Wij�' e C 0/4 5 tt C i Z AJ it L 7' r EF/V HINDRANCE TO JOB PROGRESS AND BY WHOM: SPECIAL MATERIALS RECEIVED AND MATERIAL PROBLEMS: OR PHONE CALL$ OF IMPORTANCE TO US: Ono TOOLS AND PARTS TRANSFERRED, STOLEN, MISPLACED OR LOST NUMBER & TYPES OF RENTAL EQUIPMENT ON JOB: wM" 0k"MU6LWTfWA&C0WFWCMWMW0M"ft*M, �M�U Signature k� REV= RSON'S 1A INVOICE. e r INVOICE NO.: 072246 '"y'= l.'.r:rQ -a:P.a::. •s..,�.;tgr,�;z�`rr•aS. `I i � �nayS•.,.n51 • • ri,�v y'.q �c'°e'.= . INVOICE DATE: Dec 6 2013 PAGE: 1 BILLTO: r- n JOB SITE:t AMAYA ELECTRIC SW 312TH ST & DASHPOINT RD P.O. BOX 98686 FEDERAL WAY, WA LAKEWOOD, WA 98496 -8688 P.O. NUMBER: JAC -' JOB NUMBER: 86 21 1 G' JOB DATE: V4 3 'DESCRIPTION VACTOR TRUCK POTHOLING (O� tATOR ONLY) 12/�9HR5 ,' VACTOR TRUCK POTHOLING 12/4,4HRS DISPOSAL - PALMER PAST DUE AMOUNTS ARE SUBJECT TO 1.5% MONTHLY, 18% ANNUAL, SERVICE CHARGES. BUYER ASSUMES REASONABLE COST OF ATTORNEY FEES IN EVENT OF COLLECTION. . DUE DATE: 1/4/14 TERMS: Net 30 Days UNIT PRICE AMOUNT 9.00 185.00 1,665.00 4.00 220.00 880.00 15.47 32.50 60278 SUBTOTAL: $3,047.78 Safes Tax: TOTAL: $3,047.78 ti C: CD < CD c CD CL in ---1 PR ET W V N > 5 CD CD CD co ti cr (D 0 C, 0 C) c-->, 0 ID O C: CD < CD c CD CL 0 ---1 m Cl) Or ET W V N > 5 CD CD CD co cr (D 0 C, 0 C) c-->, 0 ID O C: CD < CD c CD CL 0 ---1 m Cl) Or ET W V N > 70 CD CD CD co 0 z C3 < (1) "go, 0 I-n cn w CD ffi Ca— ril CL :13 c- c cr 0 Cr z. < Ln -n C-) 0 :3 fJ 0 Ln < 0 co 3& cl: cr, u C-- C— < 0 0 0 0 c- OL CD v X > 0 m > CD 0 z C3 < (1) m ril :13 c- c cr 0 Cr --4 @ CD rr, Ll OD Addison Construction Supply P.O. Box 9066 Tacoma, WA 98490 (253) 474 -0711 OCT 2-C 2013 Bill To: AMAYA ELECTRIC P.O. BOX 98686 LAKEWOOD, WA 98496 -8686 �011 M- I&I Customer No.: 238 Invoice No.: 278271 Ship To: AP#AYA ELECTRIC P.O. BOX 98686 LAKEWOOD, WA 98496 -8686 L .. .. Date _ . i .. -r ._ P. t -.... F..Q B. _ ...... I _ ............ . .. _?e ita _.... . _ ... E 10123/13 d1w. /i Origin Net 10th Pur to O bar Oder DeFe _ .... Sales Person _. _ _ ..� our Order Nu.�ber 8642 ' / ::�`JS ' ( 10/23/13 { BRAD `s 132327 „,. _ . i uanN �. B i Item Number i Desorlptlon � Unit Pdoe � Amount WDid eautred 208 208 R4 REBAR #4 60 GRADE 0.6500 13520 ' .668L.BS. /FT. #13MM 13@2 -6 HOOPS 321 321 R8 REBAR #8 0.6500 208.65 2.67L.BS./FT. #25MM 8 @127 I 10 10 SON38 SONOTUBE 36" 15.0000 150.00 PER LINEAL FOOT 1 @ 10-0 3 3 SON30 SONOTUBE 30" 12.0000 „- 36:80' PER LINEAL FOOT 1 @3-0 Invoice subtotal 529.85 Invoice total 529.85 _ ALL RETURNS ARE SUBJECT TO A 15% RESTOCKING FEE �5 rJ Thank You RETURN TO: EXT: CITY OF FEDERAL WAY LAW DEPARTMEN'1 ROUT s 1. ORIGINATING DEPT/Div: PUBLIC WORKS 1 rrPt' �5 2. ORIGINATING STAFF PERSON: 0 LI life r' % _ EXT: 7 3. DATE REQ. By:/1-5 *1 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT ❑ Cl PROFESSIONAL SERVICE AGREEMENT ❑ • GOODS AND SERVICE AGREEMENT ❑ • REAL ESTATE DOCUMENT ❑ • ORDINANCE / ❑ V CONTRACT AMENDMENT (AG #): 3 -1 ` , ❑ ❑ OTHER $. PROJECT NAME: 6. NAME OF SMALL OR LIMITED PUBLIC WORKS CONTRACT MAINTENANCE AGREEMENT HUMAN SERVICES / CDBG SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) RESOLUTION INTERLOCAL ADDRESS: gZ71,4 t wjq W&3 - ItO E -MAIL: SIGNATURE NAME' el "P.I r rl/C c , A TELEPHONE: 9LZ -6476 FAX: TITLE: 7. EXHIBITS AND ATTACHMENTS: 1;9 SCOPE, WORK OR SERVICES OCCOMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE Pal- ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE # Jj /6 /u7/- rVV-00 BL, EXP. 12/31/ UBI # 2� 2i SJ , EXP. 13 j t 8. 9. TERM: COMMENCEMENT DATE: Lj uv�- &\O`- (S�OMPJLE�T�I,O /�JIDATE: 40,4 GO[s- .�70"d� -+ TOTAL COMPENSATIO + /�5 / D W^ (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES KNO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES VNO IF YES, $ PAID BY' ❑ CONTRACTOR ❑ CITY PURCHASING: PLEASE CHARGE TO: 3 0 4-- 41W O - 193- t f -3 d `" A -0 10. DOCUMENT/ CONTRACT REVIEW PROJECT MANAGER ❑ DIVISION MANAGER K DEPUTY DIRECTOR i' DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) I< LAW DEPT 11. COUNCILAPPROVAL (IF APPLICABLE) INITIAL / DATE REVIEWED l i Z �'z COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT:- ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ LAW DEPT SIGNATORY (MAYOR OR DIRECTOR) CITY CLERK ASSIGNED AG # ❑ SIGNED COPY RETURNED ❑ RETURN ONE ORIGINAL COMMENTS: EXECUTE " %" ORIGINALS INITIAL / DATE SIGNED I AG# J DATE SENT: - -� INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: DATE REC' D: l l /' AG #: 13 -142 PROJECT NUMBER CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 1 CHANGE ORDER NUMBER Lakota Middle School Safe Routes to School PROJECT TITLE EFFECTIVE DATE Tucci and Sons, Inc. CONTRACTOR SUMMARY OF PROPOSED CHANGES: This Change Order No. 1 covers the work changes as described in Field Directives # 1 through # 9 and summarized below: 1. Field Directive # 1 — Tree Removal. For protection and safety of the traveling public the City determined it was necessary to remove and dispose of a Maple and Alder tree snags located adjacent to the project. This work will be completed under the new Bid Item A -79, Tree Removal, for the Lump Sum price of $5,300.00. 2. Field Directive # 2 — Drainage & Paving at 14th Street While installing drainage features C23 -8 and C23 -9 as shown on Plan Sheets C23 and C24 unexpected utilities encased in concrete were encountered. It was decided to delete these two drainage features and re -grade the area to drain to an existing catch basin. The contractor incurred additional costs for re- staking the area as this had already been completed by their subcontractor. The added costs for re- staking will be paid under the new Bid Item A -80, Additional Survey at 14th Street, for the Lump Sum price of $450.00. Bid Item A -31, Ductile Iron Storm Sewer Pipe, 12 In. Diam. shall be reduced by ten (10) and Bid Item A -33, Catch Basin Type 1, shall be reduced by two (2), at the existing unit contract price. 3. Field Directive # 3 — Additional Catch Basin and Storm Pipe at Station 20 +50 RT. While installing drainage feature C26 -14 an unknown pipe was uncovered which intercepted the planned storm sewer. It was determined this pipe was a drain from the Fire Station property and needed to be contained in the new storm drainage system. An additional catch basin and drain pipe was used to intercept and connect the line to the system. The catch basin will be paid for under Bid Item B -37 Catch Basin Type 1, at the existing unit cost, and the pipe will be paid for under a New Bid Item B -88 — Drain Pipe 8 In. Diam. at the agreed unit cost of $116.00 per LF. 4. Field Directive # 4 — Additional Paving at Fire Station — VOIDED 5. Field Directive # 5 — Conduit to Existing Flashing Beacon West of 14th Avenue - VOIDED 6. Field Directive # 6 — Replace Storm Drain CB Type 2 with CB Type 1 While installing drainage structure C23 -7 a conflict with the existing utilities and drainage pipe prevented the use of the larger Type 2 round catch basin at this location. It was determined a Catch Basin Type 1 could fit into the restricted area and still allow for the connection to the existing storm sewer system and be aligned with the new curb and sidewalk. The contractor incurred additional costs with attempting to install the plan called out Type 2 CB before it was determined it would not fit. Bid Item A -33, Catch Basin Type 1 will be increased by one and Bid Item # 34, Catch Basin Type 2, 48 In. Diam. will be decreased by one, both at unit contract prices. The added labor costs for this installation will be paid under the new Bid Item A -81- Added Installation Costs at C23 -7 at the Lump Sum price of $950.00 Change Order No. 1 continued 2 of 5 7. Field Directive # 7 — Added Drainage At 14th Avenue After a significant rain event on the site ponding in the northwest quadrant of the intersection of 312th and 14th occurred due to the construction of the new curb and sidewalk. Installation of a concrete inlet to collect the water and intercept the existing storm drainage with a catch basin Type 1 will resolve the problem. The additional Catch Basin Type 1 will be paid under Bid Item A -33, the frame and locking lid under Bid Item A -37, the connecting pipe under Bid Item A -30 and the sawcutting under Bid Item A -18 all at unit contract prices. New items A -82 — Connect to Existing Sewer Line at the agreed Lump Sum price of $1,790.00, A -83 — Concrete Inlet w /Frame & Vaned Grate at the agreed Lump Sum price of $950.00 and A -84 — CDF Backfill at the agreed Lump Sum Price of $500.00 will be created to address the added work. An additional 2 working days will be added to the contract to allow for this work to be completed. 8. Field Directive # 8 — Replace AAPS Pedestrian Push Buttons with AGPS Model The contract special provisions identified the AAPS as the required pedestrian push buttons to be utilized on this project. The City's Traffic Department decided they wanted to utilize the AGPS push buttons to maintain consistency within the City. Since the contractor had ordered and received the AAPS model the City agreed to cover the costs for shipping and handling for the substitution. The New Item A -85 — Replace AAPS Pedestrian Push Buttons with AGPS Model will be paid at the agreed Lump Sum amount of $212.00. 9. Field Directive # 9 — Grading and Surfacing Park Area Plan Sheet C -13 identifies the area available for the contractor to utilize for staging and storage during the project. At the conclusion of the work the area was to be restored to its original condition. The City has decided to maintain the area as an overflow parking area for the nearby park. The contractor shall import additional CSBC and re -grade the area as defined by the City. The additional CSBC will be paid under the existing Bid Item B -24 — Crushed Surfacing Base Course at the unit contract price of $28.00 per ton. The estimated quantity which will be required for this work is 100 Tons. 10. Utility Potholing Tucci and Sons, Inc performed potholing in three locations to determine if conflicts existed with utilities. Work included potholing gas line at Station 22 +50 for catch basin installation, potholing for power at Station 24 +50 for catch basin installations and signal pole bases at the intersection of SW 312th Street and 14th Avenue SW. No Bid Item was available for this work so it was paid under minor change. This will create a separate bid item to pay for this work. The New Item A -86 — Utility Potholing will be paid as Force Account for the completed work. The estimated quantity is 1, FA for a total with a unit cost of $2,107.88. 11. Force Account Tree Removal This work was to remove a portion of a tree that conflicted with the installation of sidewalk near Station 23 +00 that was not called out in the plans for removal. This will create a separate bid item to pay for this work. The New Item A -87 — Force Account Tree Removal will be paid as Force Account for the completed work. The estimated quantity is 1, FA for a total with a unit cost of $421.14. Changes to the Bid Schedule — Lakota Middle School Safe Routes to School 1. Existing Bid Item No. A -1 - Minor Change. Changes to the current bid item results in a reduction of <$5300.00> to the amount currently paid under this bid item to address the addition of Bid Item A -79. 2. Existing Bid Item No. A -1 - Minor Change. Changes to the current bid item results in a reduction of <$450.00> to the amount currently paid under this bid item to address the addition of Bid Item A -80. 3. Existing Bid Item No. A -1 - Minor Change. Changes to the current bid item results in a reduction of <$950.00> to the amount currently paid under this bid item to address the addition of Bid Item A -81. Change Order No. 1 continued 3 of 5 4. Existing Bid Item No. A -1 - Minor Change. Changes to the current bid item results in a reduction of <$1,790.00> to the amount currently paid under this bid item to address the addition of Bid Item A -82. 5. Existing Bid Item No. A -1 - Minor Change. Changes to the current bid item results in a reduction of <$950.00> to the amount currently paid under this bid item to address the addition of Bid Item A -83. 6. Existing Bid Item No. A -1 - Minor Change. Changes to the current bid item results in a reduction of <$500.00> to address the addition of Bid Item A -84. 7. Existing Bid Item No. A -1 - Minor Change. Changes to the current bid item results in a reduction of <$2,107.88> to the amount currently paid under this bid item to address the addition of Bid Item A -86. 8. Existing Bid Item No. A -1 - Minor Change. Changes to the current bid item results in a reduction of <$421.14> to the amount currently paid under this bid item to address the addition of Bid Item A -87. 9. Existing Bid Item No. A -18 - Sawcutting - Changes to the current bid item quantity of an increase of 39 LF. The new estimated bid item quantity for Bid Item A -18 is 1029 LF, resulting in a cost increase of $117.00. 10. Existing Bid Item No. A -30 - Drain Pipe 8 in. Diam. - Changes to the current bid item quantity of an increase of 11 LF. The new estimated bid item quantity for Bid Item A -30 is 71 LF, resulting in a cost increase of $1,276.00. 11. Existing Bid Item No. A -31- Ductile Iron Storm Sewer Pipe, 12 In. Diam. - Changes to the current bid item quantity of a reduction of10 LF. The new estimated bid item quantity for Bid Item No.A -31 is 0 LF, resulting in a cost reduction of <$1000.00 >. 12. Existing Bid Item No. A -33 - Catch Basin Type 1 - Changes to the storm drainage system will result in no changes to the current bid item quantity. The estimated bid item quantity for Bid Item No. 33 will remain at 5 EA, resulting in no cost adjustment. 13. Existing Bid Item A -34 - Catch Basin type 2, 48 In. Diam. - Changes to the current bid item quantity of a reduction of 1 EA. The new estimated bid item quantity for the Bid Item A -34 will be 1, resulting a cost reduction of <$1900.00 >. 14. Existing Bid Item No. A -37 - Heavy Duty Round Solid Locking Cover and Frame - Changes to the current bid item quantity of an increase of 1 EA. The new estimated bid item quantity for Bid Item No. 37 is 3 EA, resulting in a cost increase of $1,000.00. 15. Add New Item No. A -79 - Tree Removal, For the replacement of Bid Items A -1 Minor Change associated with the cost for this item is $5,300.00 per LS. 16. Add New Item A -80 - Additional Survey At 14th Street, for the replacement of Bid Item A -1 Minor Change associated with the cost for this item is $450.00 per LS. 17. Add New Item A -81 - Added Installation Costs at C23 -7, for the replacement of Bid Item A -1 Minor Change associated with the cost for this item is $950.00 per LS 18. Add New Item A -82 - Connect to Existing Sewer Line. This item will be paid at the agreed Lump Sum price of $1,790.00 19. Add New Item A -83 - Concrete Inlet w /Frame & Vaned Grate. This item will be paid at the agreed Lump Sum price of $950.00 20. Add New Item A -84 - CDF Backfill. This item will be paid at the agreed Lump Sum Price of $500.00. 21. Add New Item A -85 - Replace AAPS Pedestrian Push Buttons with AGPS Model. This item will be paid at the agreed Lump Sum amount of $212.00. 22. Add New Item A -86 - Utility Potholing. This item will be paid per Force Account per the previously submitted amount of $2,107.88. 23. Add New Item A -87 - Force Account Tree Removal. This item will be paid per Force Account per the previously submitted amount of $421.14. 24. Existing Bid Item No. B -24 - Crushed Surfacing Base Course. Change to the current bid item quantity of an increase of 100 Tons. The new estimated bid item quantity for Bid Item B -24 is 825 Tons, resulting in a cost increase of $2,800.00. 25. Existing Bid Item No. B -37 - Catch Basin Type 1. - Changes to the current bid item quantity of an increase of 1 EA. The new estimated bid item quantity for Bid Item No. B -37 is 4 EA, resulting in a cost increase of $950.00 Change Order No. 1 continued 4 of 5 26. Existing Bid Item No. B -1 - Minor Changes. Changes to the current bid item results in a reduction of <$1,508.00> to the amount currently paid under this bid item to address the addition of Bid Item B -88. 27. Add New Item B -88 — (New Item) Drain Pipe 8 In. Diam. This item will be paid at the unit contract price of $116.00 per LF for the 13 LF installed. The cost associated with this item is $1,508.00. The total change amount for this change order is an Increase of $3,455.00 Net Changes to the Bid Schedule — Lakota Middle School Safe Routes to School Change Bid Existing Change Unit Item Item Description Quantity Quantiq Unit Cost Total A -18 Sawcutting 990 39 LF $3.00 $117.00 A -30 Drain Pipe 8 In. Diam. 60 11 LF $116.00 $1,276.00 A -31 Ductile Iron Strom Sewer Pie 12 In. Diam. 10 -10 LF $100.00 $1,000.00 A -33 Catch Basin Type l 5 0 EA $950.00 $0.00 A -34 Catch Basin Type 2, 48 In. Diam. 2 -1 EA $1,900.00 $1,900.00 A -37 Heavy Duty Round Solid Locking Cover and Frame 2 1 EA $1,000.00 $1,000.00 A -79 Tree Removal 0 1 LS $5,300.00 $5,300.00 A -80 Additional Survey at 14th Street 0 1 LS $450.00 $450.00 A -81 Added Installation Costs at C23 -7 0 1 LS $950.00 $950.00 A -82 Connect to Existing Sewer Line 0 1 LS $1,790.00 $1,790.00 A -83 Concrete Inlet w/ Frame & Vaned Grate 0 1 LS $950.00 $950.00 A -84 CDF Backfill 0 1 LS $500.00 $500.00 A -85 Replace AAPS Pedestrian Push Buttons with AGPS Model 0 1 LS $212.00 $212.00 A -86 Utility Potholing 0 $2,108.88 FA $2,107.88 $2,107.88 A -87 Force Account Tree Removal 0 $421.14 FA $421.14 $421.14 B -24 Crushed Surfacing Base Course 725 100 Ton $28.00 $2,800.00 B -37 Catch Basin Type l 3 1 EA $950.00 $950.00 B -88 Drain Pie 8 In. Diam. 0 13 LF $116.00 $1,508.00 Total this Change Order 1 $17,432.02 The time provided for completion in the Contract is ❑ Unchanged ® Increased by two (2) Working Days ❑ Decreased. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ❑ No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. Change Order No. 1 continued DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT $ 1,809,266.25 PREVIOUS CHANGE ORDERS $ 0 THIS CHANGE ORDER $ 17,432.02 NEW CONTRACT AMOUNT l� Michael F Tuea President CONTRACTOR'S SIGNATURE CARY M. ROE P. ., SIGNATURE DATE DIRECTOR OF PARKS PUBLIC WORKS AND EMERGENCY MANAGEMENT $ 1,826,698.27 5of5 1;_ At CITY OF FIELD DIRECTIVE Federal Way PUBLIC WORKS DEPARTMENT Fiel Order No.: AG 13 -142 -1 Project: Lakota Middle School Safe Routes to School Project Project Address: SW 312th Street Owner: City of Federal Way - Public Works Department To: Torrey Johnson, PM Tucci and Sons, Inc. From: John Mulkey, Street Systems Project Engineer YOU ARE HEREBY DIRECTED TO EXECUTE PROMPTLY THIS "FIELD DIRECTIVE" WHICH MAY CHANGE THE ORIGINAL APPROVED PLANS AND /OR TERMS AGREED TO UPON BY YOUR CONTRACT ISSUED BY THE PUBLIC WORKS DEPARTMENT FOR YOUR PROJECT. SUBJECT: Treet Removal Per this "Field Directive" you are directed to: Per the work order 196 -01 supplied to the City from Tucci and Sons, Inc. for a lump sum cost to remove a maple snag and alder Tree, Tucic and Sons, inc. is to remvoa both trees per the costs supplied in the work order. Maple snag removal and disposal, lump sum $3,130.00 Alder tree snag removal and disposal, lump sum $2,170.00 The unit cost for the work is $5,300. The unit of work is to be per lump sum This work will be completed under a new item "Tree Removal" per LS, and will be added to the contract under a change order. The unit cost for this item includes full compensation for the costs of all labor, tools, equipment and materials necessary or incidental to remove, haul and dispose of both trees. Attachments: Work Order J96-011, Tucci and Sons, Inc. Directed By: Received By: Date: �' ? Date: OWNER: City of Federal Way Contract: 13 -142 Lakota SRTS Change Order: Labor Issue #: 1 Issue Description Remove Trees Defination of work - Contractor is to remove the dead maple tree at' Sta 20 +25 and the alder tree and root wad at' Sta 21 +20 Removal will include all costs includeing haul off and disposal nate to drop, cutup, haul and the root wad for one. two trees laterial Quantity Unit Rate Total T &S 5% of Labor $85.14 ubtotal $85.14 larkup @ 21% $17.88 DTAL $103.02 Equipment Quantity Rate Hours Total Labor 1 $25.00 6.00 $150.00 Foreman 1 $50.00 6.00 $300.00 Labor 2 $40.00 6.00 $480.00 Truck Driver 1 $40.00 6.00 $240.00 Operator 1 $50.00 6.00 $300.00 Subtotal $1,320.00 Markup @ 29% $382.80 laterial Quantity Unit Rate Total T &S 5% of Labor $85.14 ubtotal $85.14 larkup @ 21% $17.88 DTAL $103.02 Equipment Quantity Rate Hours Total Pick up 1 $25.00 6.00 $150.00 Cat Backhoe 1 $150.00 6.00 $900.00 Truck &Trailier 1 $100.00 6.00 $600.00 Subtotal $1,650.00 Markup @ 21@ $346.50 TOTAL $1,996.50 Supplier /Invoice Quantity Rate Hours Total Tree Service 1 $1,000.00 1.00 $1,000.00 Subtotal $1,000.00 Markup @ 21@ $210.00 TOTAL $1,210.00 TOTAL $5,012.32 Figured By: AED Checked By: NW Cost provided by Contractor to remove the trees: Maple Snag $ 3,130.00 Alder tree & Rootwad $ 2,170.00 TOTAL $ 5,300.00 Independent estimate $5,012.32 Tucci &Sons Inc Work ardor 4224 Waller Road Tacoma, Washington 99443 -1823 Telephone 253.922.6676 Fax 253.922.2676 - Edlral Opportimity Employer No. 196 -01 Data a July 30, 2813- Data Required �July .X 2013 ProJact J Z6th StrPPlr FAST Submitted To City of Rarlaral,Way Attu- John Mulkey 7 33325 Sth Ayamya South Rarlaral Way WA 99063 Addition ❑ Deletion ❑ Taxable ❑ Non-Taxable ❑ Superintendent Torrey Johnson Regardinjil Twe Removal Quiside of ROW Description Of Work: Per City of Federal Way's request, listed below is a lump sum cost for the removal of one dead maple snag and one alder tree. Trees are located on the north side of 312th between 141h Ave and SR 509. Maple snag removal and disposal lump sum Alder tree removal and disposal lump sum $3,130.00 $2,170.00 Dollar Amount of Increase Efe ] $ $5,300 -00 This Work Order must be signed and returned to our office within days. Upon acceptance this work order will be bound by all of the conditions of the original contra Addition or deletion to original contract acknowledged and accepted by: Tuccl A Son *, Inc. - Signature Date Signature I White: Tucci Contract rile Pink: Superintendent Goldenrod: Billino Yellow: Date -;7130 / CITY OF FIELD DIRECTIVE PUBLIC WORKS DEPARTMENT Field Order No.: AG 13 -142 -2 Project: Lakota Middle School Safe Routes to School Project Project Address: Owner: To: SW 312th Street City of Federal Way - Public Works Department Torrey Johnson, PM Tucci and Sons, Inc. From: John Mulkey, Street Systems Project Engineer YOU ARE HEREBY DIRECTED TO EXECUTE PROMPTLY THIS "FIELD DIRECTIVE" WHICH MAY CHANGE THE ORIGINAL APPROVED PLANS AND /OR TERMS AGREED TO UPON BY YOUR CONTRACT ISSUED BY THE PUBLIC WORKS DEPARTMENT FOR YOUR PROJECT. SUBJECT: Drainage & Paving at 14th Street Per this "Field Directive" you are directed to : Delete the drainage features C23 -8 and C23 -9 as shown on plans sheets C23 and C24. This will include the deletion of all work associated with the installation of these structures including but not limited to the structure, excavation, backfill and pipe. Delete the planing in the north leg of the intersection of 312th and 14th as shown on plan sheet C -39, Overlay the existing area with 0.15' and feather the edge to match the existing roadway. Grade and pave the shoulder widening of the northwest comer of the 312th and 14th intersection as shown on the attached layout which provides station, offsets and elevations for the control points. Tucci will have WE Coates resurvey the area with the new grades. This area was already surveyed so this is additional work. Additional Survey - Lump Sum $450.00 This work will be completed under the appropriate bid items now included in the contract. Except as listed here. Any increase or decrease in contract quantities not listed here will be at unit contract prices. Attachments: Co Directed By: AE Date: 8/27/2013 Received By: �,-, Michael F Tucci President Date: /�'" f 7%ri„� N -P cD N -P D I Q m z m Q y D N .p 0 N O O � r N � l n \ C C z m D I z D mrr +amp 0 + aw o Ul N 0 � o cn r cNn cn O N r rp t0 � bD z r. m (A (a N 0 ca ;r N ()1 OD r �0 °o C z m En D N t CA D D r C m m D A QS 2NN N ro n) " G� W m Z' 4 V o CD 0 1 z rk) �o us '0 D CD 0 N CA + N V Of D r z M D N + f0 bD v °o r N %D p r Ul 0 a r z m D {N. w W p 0 r Tucci &Sons Inc 4224 Waller Road Tacoma, Washington 98443 -1623 Telephone 253.922.6676 Fax 253.922.2676 - Equal Opportunity Employer - No. Date 2013 Date Required September 4, 2013 Project 17611, Street East Submitted To — Pitj —1 e�er_eli� L a �c�hx� Iy1>> i�T 33325 h w-yertue SetttYt Addition ❑ Deletion Taxable ❑ Non - Taxable ❑ Superintendent Torrey Tohnson Regarding - A d iti rnr - S trrreying - €er NE- r ern er -e F 3A111 anti 112th Description Of Work: 196 -02 Per Field Order No AG 13 -142 which changes the grading plan in the NE corner of 14th and 312th provided below are additional costs. Additional Surveying Lump Sum NOTES: 25 "� /z, G} "r,) $450.00 21 Dollar Amount of Increase [15MW j $ $450.00 This Work Order must be signed and returned to our office within days. Upon acceptance this work order will be bound by all of the conditions of the original contract. Addition or deletion to original contract acknowledged and accepted by: Tuccll &Sons, Inc. U Signature Date Signature titvz � Date White: Tucci Contract File Pink: Superintendent Goldenrod: Billing Yellow: Customer a e r • ! FIELD DIRECTIVE PUBLIC WORKS DEPARTMENT Field Order No.: AG 13 -142 -3 Project: Lakota Middle School Safe Routes to School Project Project Address: SW 312th Street Owner: City of Federal Way- Public Works Department To: Torrey Johnson, PM Tucci and Sons, Inc. From: John Mulkey, Street Systems Project Engineer YOU ARE HEREBY DIRECTED TO EXECUTE PROMPTLY THIS "FIELD DIRECTIVE" WHICH MAY CHANGE THE ORIGINAL APPROVED PLANS AND /OR TERMS AGREED TO UPON BY YOUR CONTRACT ISSUED BY THE PUBLIC WORKS DEPARTMENT FOR YOUR PROJECT. SUBJECT: Additional Catch Basin and storm pipe at — Station 20 +50 RT Per this "Field Directive" you are directed to : Install a Catch Basin Type 1 at approximate Station 312th 20 +50 - 20' RT. Install CB in the new storm drain line between structures C26(14) and C26(13). Connect the existing 8" PCCP storm drain from the fire station property to this new CB using Drain Pipe 8" diameter. This work will be compensted as follows: Catch Basin Type 1 $950.00 each Drain Pipe 8" Diam. $116.00 per foot All work shall be accomplished according to the contract provisions. The unit costs for this item includes full compensation for the costs of all labor, tools, equipment and materials necessary or incidental to complete the work as described. Directed By: Received By: AE Dyer Date: Michael F Tucci President Date: 9/5/2013 le- -17--f,3 4! %%ft CITY OF Federal Way Field Order No.: AG 13 -142 -4 Project: Project Address: Owner: To: FIELD DIRECTIVE PUBLIC WORKS DEPARTMENT Lakota Middle School Safe Routes to School Project of Federal SW 312th Street From: John Mulkey, Street Systems Project E YOU ARE HEREBY DIRECTED TO EXECUTE PROMPTLY THIS -FIELD DIRECTIVE" WHICH M A E THE ORIGINAL APPROVED PLANS AND/OR TERMS AGREED TO UPON BY YOUR CONTRACT ISSUED B Q UB IC WORKS DEPARTMENT FOR YOUR PROJECT. "V 4Q SUBJECT: Additional HMA Paving at Fire Station Per this "Field Directive" you are directed to Remove the cold mix HMA patch and the crushed aggregat to a depth of 3 inches which was installed by PSE's contractor Potelco within the limits of 1. station parking lot between the new driveways. Compact the grade and install a new hot mix , p ` ch 3 inches thick. This work will be measured and paid u th' bid item B -30 Commerical HMA at the unit contract price. Quantity Rate Total Estimated amount of this cha 12 tons $200.00 $2,400.00 All work shall be acco acludes o ording to the contract provisions. The unit costs fcr the it full compensation for all costs of labor, tools, equipment and materials necessary or inciu. I to complete the work as described. CITY WILL HAVE PSE COMPLETE THE TRENCH REPAIR PATCH Directed By: Date: Received By: Date: CITY OF Federal Way FIELD DIRECTIVE PUBLIC WORKS DEPARTMENT Field Order No.: AG 13 -142 -5 Project: Lakota Middle School Safe Routes to School Project Project Address: SW 312th Street Owner: City of Federal Way - Public Works Department To: Torrey Johnson, PM Tucci and Sons, Inc. From: John Mulkey, Street Systems Project Engineer YOU ARE HEREBY DIRECTED TO EXECUTE PROMPTLY THIS "FIELD DIRECTIVE" WHICH MAY CHANGE THE ORIGINAL APPROVED PLANS AND /OR TERMS AGREED TO UPON BY YOUR CONTRACT ISSUED BY THE PUBLIC WORKS DEPARTMENT FOR YOUR PROJECT. SUBJECT: Conduit to Existing Flashing Beacon - West of 14th Ave Per this "Field Directive" you are directed to : Install 300 LF of 2" conduit complete with pull line from the northeast corner of 14th, 300 feet to the east and pla sign (should have a conduit out of the sign base` Conduit is to be installed in the unpaved shc,{4 12th Assume installation per section -,2C, b, O� graph 4. Interconnect wiring to Wi ' )PtedT5T others. All work sfFlMh 1plished according to the contract provisions. to be installed on the at the flashing beacon and plum into The unit costs for this item includes full compensation for the costs of all labor, tools, equipment and materials necessary or incidental to complete the work as described. Directed By: AE Dyer Date: Received By: Date: 9/5/2013 CITY OF Federal Way FIELD DIRECTIVE PUBLIC WORKS DEPARTMENT Field Order No.: AG 13 -142 -6 Project: Lakota Middle School Safe Routes to School Project Project Address: Owner: To: From: SW 312th Street City of Federal Way- Public Works Department Torrey Johnson, PM Tucci and Sons, Inc. John Mulkey, Street Systems Project Engineer YOU ARE HEREBY DIRECTED TO EXECUTE PROMPTLY THIS "FIELD DIRECTIVE" WHICH MAY CHANGE THE ORIGINAL APPROVED PLANS AND /OR TERMS AGREED TO UPON BY YOUR CONTRACT ISSUED BY THE PUBLIC WORKS DEPARTMENT FOR YOUR PROJECT. SUBJECT: Replace Storm Drain CB Type 2 with a CB Type 1 Per this "Field Directive" you are directed to : Drainage Structure 23 -7 shall be revised from a Catch Basin Type 2 to a Catch Basin Type 1 due to conflicts with the existing storm drain flow lines. Additional compensation is due as the contractor attempted to install the Type 2 per plan before the decision was made to utilize a Type 1 in this location. Additional costs for this installation: Agreed Lump Sum $950.00 All work shall be accomplished according to the contract provisions. The unit costs for this item includes full compensation for the costs of all labor, tools, equipment and materials necessary or incidental to complete the work as described. Directed By: AE Dyer Date: 8/1/2013 Received By: micheel F Tucci President Date: �D' -- / 7—' L3 OWNER: City of Federal Way Contract: 13 -142 Lakota SRTS Change Order: Issue #: 6 Issue Description Added Costs at C -23(7) Defination of work - Contractor attemped to install Type 2 CB as called out in plans due to the existing pipe being higher than anticipated this couldnot be completed. Contractor installed a Type 1 after reviewing the plans and getting concurrence from City inpsector. Estimate for added work to change from a Type 2 to Type 1 CB, Includes returning CB to supplier Material Quantity Unit Rate Total ST &S 5% of Labor $26.45 Subtotal $26.45 Markup @ 21% $5.55 TOTAL $32.00 Equipment Quantity Rate Hours Total Labor 2 $25.00 2.00 $50.00 Foreman 1 $50.00 2.00 $100.00 Labor 2 $40.00 2.00 $160.00 Parts Runner 1 $25.00 2.00 $50.00 Operator 1 $50.00 2.00 $100.00 Subtotal $410.00 Markup @ 29% $118.90 TOTAL Quantity Rate Hours 5528.90 Material Quantity Unit Rate Total ST &S 5% of Labor $26.45 Subtotal $26.45 Markup @ 21% $5.55 TOTAL $32.00 Equipment Quantity Rate Hours Total Pick up 2 $25.00 2.00 $50.00 Cat Backhoe 1 $150.00 2.00 $300.00 Loader 1 $100.00 2.00 $200.00 Subtotal $550.00 Markup @ 21@ $115.50 TOTAL $665.50 Supplier / Invoice Quantity Rate Hours Total Restocking Fee (Flat Rate) 1 $100.00 0.00 $0.00 Subtotal $0.00 Markup @ 21@ $0.00 TOTAL $0.00 TOTAL $1,226.40 Figured By: AED Checked By: CITY OF ° FIELD DIRECTIVE Federal Way PUBLIC WORKS DEPARTMENT Field Order No.: AG 13 -142 -7 Project: Lakota Middle School Safe Routes to School Project Project Address: SW 312th Street Owner: City of Federal Way - Public Works Department To: Torrey Johnson, PM Tucci and Sons, Inc. From: John Mulkey, Street Systems Project Engineer YOU ARE HEREBY DIRECTED TO EXECUTE PROMPTLY THIS "FIELD DIRECTIVE" WHICH MAY CHANGE THE ORIGINAL APPROVED PLANS AND /OR TERMS AGREED TO UPON BY YOUR CONTRACT ISSUED BY THE PUBLIC WORKS DEPARTMENT FOR YOUR PROJECT. SUBJECT: Added Drainage at 14th Ave Per this "Field Directive" you are directed to : Install a Catch Basin Type 1 with a solid round lid at Station A -Line 24 +20 (27.10' LT). Designated C- 23(13) Install a Concrete Inlet w/ frame and vaned grate -Station A -Line 24 +15 (39' LT) Designated C- 23(14) Connect the structures using Drain Pipe 8" Diameter and use CDF as backfill material in the trench Included as part of C- 23(13) This work will be com ensted as follows: Initial Estimate Bid Item Description Unit Cost I UOM EST Q I Total $$ A -18 Sawcutting $3.00 LF 39 $117.00 A -30 Drain Pipe 8" Diam. $116.00 LF 13 $1,508.00 A -33 Catch Basin Type 1 $950.00 EA 1 $950.00 A -37 Heavy Duty Round Solid Locking Cover and Frame $1,000.00 EA 1 $1,000.00 New Connect to Existing Sewer Line $1,790.00 EA 1 $1,790.00 New Concrete Inlet w/ Frame & Vaned Grate $950.00 EA 1 $950.00 New CDF Backfill $500.00 LS 1 $500.00 TOTAL $6,815.001 All work shall be accomplished according to the contract provisions. The unit costs for this item includes full compensation for the costs of all labor, tools, equipment and materials necessary or incidental to complete the work as described. Concrete Inlet shall match WSDOT Standard Plans B- 25.60 -00 (Copy Attached) A change order shall include two additional days added to the contract to account for this additonal work. Directed By: AE Dyer Date: 11/14/2013 �� T1MO TUCCI Received By: -P F. VICE -PRESIDENT Date: OWNER: City of Federal Way Contract: 13 -142 Lakota SRTS Change Order: 1.0 Issue S; 7 Issue Description Added Drainage 14th Ave Defination of work - Contractor is to install a Catch Basin Type 1 at Station A 24 +20 (27.1' LT) and a Concrete Inlet at Station A 24 +15 (39' LT) and connect them with using ductile Iron drain pipe 8" diameter. The trench is to be backfilled using CDF. Estimate to install the drainage features described above taking a 4 man crew 8 hours to complete the work Material Rate Hours Total Labor 1.0 $250.00 $250.00 Foreman $50.00 12.00 $600.00 Laborer $40.00 4.00 $160.00 Pipe Layer $40.00 8.00 $320.00 Operator $50.00 8.00 $400.00 Operator $50.00 8.00 $400.00 Subtotal $300.00 Catch Basin Type 1 $1,880.00 Markup @ 29% $1,500.00 $1,500.00 $545.20 TOTAL Quantity cost $2,425.20 Material Quantity cost Total Catch Basin Type 1.0 $250.00 $250.00 Concrete Inlet 1.0 $200.00 $200.00 Ductile Iron Pipe 8" dia 13.0 $25.00 $325.00 Round Locking Lid 1.0 $500.00 $500.00 CDF Backfill 1.0 $500.00 $500.00 ST &S 5% of Labor EA $121.26 Subtotal $300.00 Catch Basin Type 1 $1,896.26 Markup @ 21% $1,500.00 $1,500.00 $398.21 TOTAL Quantity cost $2,294.47 Equipment Rate Hours Total Pick up $25.00 12.00 $300.00 Pick up $25.00 2.00 $50.00 Cat Backhoe $150.00 8.00 $1,200.00 Loader $100.00 8.00 $800.00 Subtotal EA 1.0 $2,350.00 Markup @ 21% Vaned Grate EA $493.50 TOTAL $300.00 Catch Basin Type 1 $2,843.50 1.0 $1,500.00 $1,500.00 Locking Lid Subcon tractor - SawcutWork - By Invoice Quantity cost Total Invoice 1 150.00 $150.00 Subtotal CDF backfill ** CY $150.00 Prime Contractor Markup @12% $927.00 TOTAL $18.00 TOTAL $6,419.58 $168.00 TOTAL $7,731.17 Figured By: AED Checked By: NW Cross Check using Bid Items Estimate Unit Quantity cost Total Sawcutting LF 39.0 $3.00 $117.00 Connect Existing Pipe to Drainage Structure EA 1.0 $500.00 $500.00 8" DI Pipe LF 13.0 $100.00 $1,300.00 Concrete Inlet* EA 1.0 $1,000.00 $1,000.00 Vaned Grate EA 1.0 $300.00 $300.00 Catch Basin Type 1 EA 1.0 $1,500.00 $1,500.00 Locking Lid EA 1.0 $600.00 $600.00 Structure Excavation Class B and Haul CY 11.7 $15.00 $175.58 CDF backfill ** CY 9.3 $100.00 $927.00 TOTAL $6,419.58 *Concrete Inlet is not an item the estimate here is from BI History ** CDF is not a bid item the estimate is based on industry costs 8 hours to install, 2 hours to plan, 2 hours to layout Raising structures to final grade, 2 laborers, 2 hours each 8 hours to install 8 hours to install 8 hours to install 8 hours to install, 2 hours to plan, 2 hours to layout Raising structures to final grade,1 truck - 2 hours of work 8 hours to install 8 hours to install Invoice includes: Labor- sawcutting, Equipment- saw and panel truck CITY OF �"-.% FIELD DIRECTIVE Federal Way PUBLIC WORKS DEPARTMENT Field Order No.: AG 13 -142 -8 Project: Lakota Middle School Safe Routes to School Project Project Address: SW 312th Street Owner: City of Federal Way - Public Works Department To: Torrey Johnson, PM Tucci and Sons, Inc. From: John Mulkey, Street Systems Project Engineer YOU ARE HEREBY DIRECTED TO EXECUTE PROMPTLY THIS "FIELD DIRECTIVE" WHICH MAY CHANGE THE ORIGINAL APPROVED PLANS AND /OR TERMS AGREED TO UPON BY YOUR CONTRACT ISSUED BY THE PUBLIC WORKS DEPARTMENT FOR YOUR PROJECT. SUBJECT: Replace the AAPS Pedestrian Push Buttons with the AAPS Model Per this "Field Directive" you are directed to : Page 266 of the Special Provisions identify the Campbell Company Advisor Model Advanced Accessible Pedestrian Station (AAPS) as the rerequired Accessible Pedestrian Pushbutton unit required for the project. The City has determined they want to utilize the Campbell Company Model Advisor Guide Accessible Pedestrian Station (AGPS) for the Accessible Pedestrian Pushbutton unit for the project. Please make this substitution and notify us of any costs which may be incured as a result of this change. All costs associated with this item includes full compensation for the costs of all labor, tools, equipment and materials necessary or incidental to complete the work as described. It is agreed an additional cost of $212.00 will be paid for added shipping and handling costs incurred to compelte the change in the pedestrian pushbuttons as defined. Directed By: —� AE Dyer Date: Received By: Michael F Tueel PreS1611 Date: 12/10/2013 /a /��ZZ a CITY OF �'- ` FIELD DIRECTIVE Federal Way PUBLIC WORKS DEPARTMENT Field Order No.: AG 13 -142 -9 Project: Lakota Middle School Safe Routes to School Project Project Address: SW 312th Street Owner: City of Federal Way - Public Works Department To: Torrey Johnson, PM Tucci and Sons, Inc. From: John Mulkey, Street Systems Project Engineer YOU ARE HEREBY DIRECTED TO EXECUTE PROMPTLY THIS "FIELD DIRECTIVE" WHICH MAY CHANGE THE ORIGINAL APPROVED PLANS AND /OR TERMS AGREED TO UPON BY YOUR CONTRACT ISSUED BY THE PUBLIC WORKS DEPARTMENT FOR YOUR PROJECT. SUBJECT: Grading and Surfacing Park Area Per this "Field Directive" you are directed to: Plan Sheet C -13 (15 of 80) identifed the area available for the contractor to utilize for staging and storage of materials. It is the contractor's responsibilty to restore this area to the condition it was in prior to the start of work. The City has determined they want to keep this area as an overflow parking area for the local city park. In place of the contractor restoring the area to native the City wants the contractor to regrade the area and place additional crushed surfacing base course (CSBC) to the area defined on the attached plan sheet. The area shall be graded and all existing material utilized to cover the Water Quality Vault outlet pipe. The additonal CSBC shall be placed, graded and complacted to approximately 4 inches average compacted depth to the limits shown on the attached plan sheet. The additonal quantity of CSBC to be used is 100 Tons and shall be paid by weight tickets up to this amount. This CSBC will be paid for under Bid Item "B -24 Crushed Surfacing Base Course", at the UCP of $28.00 per ton. All costs for grading the area prior to placing, spreading and compacting the CSBC shall be incidental to other items of work included in the contract. All costs associated with this item includes full compensation for the costs of all labor, tools, equipment and materials necessary or incidental to complete the work as described. Directed By: AE Dyer Date: 12/13/2013 Received By: V I Michael F i JCCi President Date: %:-AT'3 ,� I II �� '_'_ --� -, FORCE ACCOUNT for: Tucci and Sons, Inc. Project: Lakota Middle School Safe Routes to School Project Project No. 13 -142 Date: July 23, 2013 Work Description: BI # A -1 Minor Change Directed contractor to remove trees which interferred with the planned sidewalk in front of the appartments on the North side of 312th at approximate Sta. 21 +25, Left LABOR COSTS HOURS Charged RATE (includes FICA, MC, L&I) AMOUNT $ Name Classification Regular Overtime Regular Overtime Total Randy Schiemer Forman 1.00 40.89 $ 40.89 Alan Kline Operator 1.00 35.08 $ 35.08 Dave Hogan Laborer 1.00 31.31 $ 31.31 Ernie Grace Truck Driver 1.00 31.68 $ 31.68 $ $ Totals: 4.00 Total Labor Cost: $ 138.96 EQUIPMENT RENTAL COSTS =, HOURS HOURS RATE RATE AMOUNT Contractors Equipment Regular Standby Regular Standby :' Cat 308C Backhoe 1.00 26.47 $ 26.47 Ford F -450 Diesel Pickup 1.00 28.19 $ 28.19 Truck & Pup # 105 1.00 77.54 $ 77.54 $ $ $ Sub -Total Contractor's Equipment Cost: $ 132.20 HOURS HOURS RATE RATE AMOUNT Rented Equipment Regular Standby Regular Standby 71 1 "' =7171 NONE $ Sub -Total Rented Equipment Cost: $ Total Equipment Cost: S 132.20 MATERIAL COSTS Supplier Material Type UNIT CITY UNIT $ AMOUNT Sales Tax NONE $ - $ Total Material Cost: $ SUBCONTRACTOR COSTS Subcontractor Work Description UNIT CITY UNIT $ AMOUNT NONE HR $ HR S S - Total Subcontractor Cost: S SUMMARY OF FORCE ACCOUNT COSTS ITEM AMOUNT TOTAL AMOUNTS Labor Costs $ 138.96 29% P &O on Labor $ 40.30 Subtotal: Labor $ 179.26 Equipment Costs $ 132.20 Material Costs $ 21% P &O on Equip & Material S 2716 Subcontractors $ 12% P &O on Subs $ Subtotal: Eq ment erial,& Subs $ 159.96 TOTAL $ 339.22 i Cit presentativ Contractor Representative AML Washington State Deparbnent at Transportation Book No. Page No. Contract No. Station Line C/S I 3 — 14 2- -- ---- ---- Staked By Date Work Started Work Completed Calculated By Date .- A Ic-er,,' , Checked By Date inspector's Signature Date N. N. wo lV� k bSU 5-1-7 -1 10 7b� i r) aol i&oq-4 A?A7V 4— -4- T-- t - Group Item No Item P No. A-1 MiNa2 crtwvy4 Date Unit Quantity RAMS No Basis of Material Acceptance CA PS Entry No. Initials Post I OK Est. No T- DOT Form 422-636 EF Revised 9196 Pro;?ct No: 13 -142 Project Name: Lakota Middle School SRTS Adjustment to Force Account Paid to Date Total payment corrections by BI A -1 $ 196.94 A -17 $ 59.49 B -48 $ 23.52 Estimate # 3 Fed Aid No SRTS - 1040(003) Figured By: T. Hopker Checked By: N. Wong Contractor: ITucci I I PAID I CORRECTED Bid Item: I Date: INarn e: I Hours Rate Total I Rate I Total I Difference A -1 8/16/2013 Randy Schiemer 1 $ 57.54 $ 57.54 $ 61.62 $ 61.62 $ 4.08 Item Tota� 1 $ 4.08 B -48 8/30/2013 Alan Kline Dave Hogan Item Total Estimate # 2 2 $ 52.15 $ 104.30 $ 58.15 $ 116.30 $ 12.00 2 $ 41.24 $ 82.48 $ 47.00 $ 94.00 $ 11.52 $ Bid Item: I Date: INam e: 0.5 $ 23.52 Contractor: ITucci 0.5 I I PAID I $ 61.62 $ CORRECTED $ Bid Item: I Date: INam e: 0.5 Hours I Rate I Total 58.15 Rate I Total I 11.33 Difference A -1 8/1/2013 Randy Schiemer 1 $ 40.89 $ 40.89 $ 61.62 $ 61.62 $ 20.73 Alan Kline 1 $ 35.50 $ 35.50 $ 58.15 $ 58.15 $ 22.65 Dave Hogan 1 $ 32.07 $ 32.07 $ 47.85 $ 47.85 $ 15.78 Jody Clevenger 1 $ 33.06 $ 33.06 $ 47.85 $ 47.85 $ 14.79 7/30/2013 Randy Schiemer 0.5 $ 40.89 $ 20.45 $ 61.62 $ 30.81 $ 10.37 Alan Kline 0.5 $ 35.50 $ 17.75 $ 58.15 $ 29.08 $ 11.33 Dave Hogan 0.5 $ 32.07 $ 16.04 $ 47.85 $ 23.93 $ 7.89 Jody Clevenger 0.5 $ 33.06 $ 16.53 $ 47.85 $ 23.93 $ 7.40 7/23/2013 Randy Schiemer 1 $ 40.89 $ 40.89 $ 61.62 $ 61.62 $ 20.73 Alan Kline 1 $ 35.08 $ 35.08 $ 58.15 $ 58.15 $�`r3 23.07 Dave Hogan 1 $ 31.31 $ 31.31 $ 47.00 $ 47.00 $ 15.69 Ernie Grace 1 $ 31.68 $ 31.68 $ 54.12 $ 54.12 22.44 Item T 1 $ 192.86 A -17 7/23/2013 Randy Schiemer Alan Kline Dave Hogan Item Total 1 $ 40.89 $ 40.89 $ 61.62 $ 1 $ 35.08 $ 35.08 $ 58.15 $ 1 $ 31.31 $ 31.31 $ 47.00 $ 61.62 $ 20.73 58.15 $ 23.07 47.00 $ 15.69 $ 59.49 RETURN TO: EXT: •/� �� !` c t� CIT� �F FEDERAL WAY LAW DEPARTMENT ROUTING FORM l. ORIGINATING DEPT/DIV: PUBLIC W'ORKS /,�ti��2 �- � 2. ORIGINATIlYG STAFF PERSON: •� �% � 1� � EXT: �7C�� 3. DATE REQ. BY: //J�� 4. TYPE OF DOCUMENT (CHECK UNE): �� ONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) UBL[C WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESS[ONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEIvtENT � GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION ❑ CONTRACTAME M�+ENT(AG#): ❑ INTERLOCAL �OTHER �Y'� � % 3 /� � 5. PROJECT NAME: � �-� h�i � NAME OF CO�iTRACTOR`: a1 _� ADDRESS: � 22,.1� �X�,Ite+� ��r "7�,G-01'YY.. �SCIiV'�"' I � Z��_ E-MatL: SIGNATURE NAME: � ` q�� �.G.�� - TELEPHONE: Fax: TITLE: 7, EXHI�ITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS � PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENI'S CF W LICENSE # I uL�l7 � BL, EXP. 12/3 l/ 13 �I #�'7 �� Z � 3�-S , E�. 3/�/-�-1 B. TERM: COMMENCEMENT DATE: V I�d � 1���"5� � 1 It� c,GL� __ COMPLETiON DATE: V��9 ��Lr.. D�C�� It9h 9. TOTAL COMPENSATION: $ �,� Ciq 2(, (r . Z� _(INCLUDE EXPENSES AND SALES 'CAX, IF ANY) (IF CALCULATED ON HO�ABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO [F YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ❑ NU IF YES, $ PAID BY: O CONTRACTOR ❑ CITY �PURCHASING: PLEASE CHARGE TO: � � d " y y � � v � � � ✓ �g's` � � � � " '� v 10. DOCUMENT / COtYTRACT REVIEW �' PROJECT MANAGER ❑ D[VISION MANAGER SsTDEPUTY DIRECTOR ❑ DIRECTOR ❑ RISK MANAGEMENT ((F APPLICABLE) I�LAW DEPT 11. COUNC[LAPPROVAL (IF APPLICABLE) INITIAL / DATE VIE WED � �LWL V V . l0 1 �� �-�]t� �� CON[MTTTEE APPROVAL DATE: 12. COtYTRACT SIGNATURE ROUTtNG �� j� /�� ❑ SENT TO VENDOR/CONTRACTOR DATE SENT; ��_r � ❑ ATTACH: SIGNATURE AUTHORITY, INSURraNCE CERTIFICATE, LICENSES, EXHIBITS (p � `� Law DEpT � SIGNATORY (MAYOR. OR DiRECTOR) � CITY CLERK �i ASSIGAIED AG # ❑ SIGNED COPY RETURNED ,�i RETURN f�pqB ORIGINAL ObIMENTS: �Ai� �,�..,...,.,-����(ln�nmrnro —� r _In___� INIT L / DATE SIGNED � �. AG# 1 " DATE SENT: � • � I ��_ F IMTIAL / DATE APPROVED r COUNCIL APPROVAL DATE: DATE REC'D: � Corporations: Registration Detail Corporations Division - Registration Data Search TUCCI & SONS, INC. UBI Number 278021315 Category PUB ProfiUNonprofit Profit Active/Inactive Active State Of Incorporation WA WA Filing Date 03/02/1948 Expiration Date 03/31/2014 Inactive Date Duration Perpetual Registered Agent Information Agent Name MICHAEL A TUCCI Address 4224 WALLER RD City TACOMA State WA ZIP 98443 Special Address Information Address City State Zip Governing Persons Title Name Address President TUCCI , MICHAEL TACOMA , WA Vice President TUCCI , TIMOTHY TACOMA , WA Secretary KEVER , KEVIN TACOMA , WA Chairman TUCC[ , MICHAEL TACOMA , WA Purchase Documents for this Corporation » Page 1 of 2 http://www.sos.wa.gov/corps/search_detail.aspx?ubi=278021315 6/18/2013 �R IG I NAL C�NTRACT #1 CITY OF ��.� Federal Wa Y BID AND CONTRACT DOC[/MENTS AND SPECIFtCA TIONS FOR Lakota Middle School Safe Routes to School � SRTS-1040(003) RFB # Z3-105 City of Federa/ Way Pub/ic Works Department 33325 Eighth Avenue South F�era/ Way, WA 98003 Mai/ing Address; City ofFedera/ Way Pub/ic Works Department 33325 Eighth Avenue South F�era/ Way, WA 98003-6325 a&'� �n'"�z"� a ;� e � � $� �s��_ _���,. �����r �. � " � `.S x. .. ,. , „�. 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BID AND CONTRACT DOCUMENTS AND SPECIFICATIONS City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 FOR Lakota Middle School Safe Routes to School RFB # Z3-105 SRTS-1040(003) Bids Accepted Until 10:00 a.m., June 12, 2013 Bids Opened 10:10 a.m., June 12, 2013 r_�� City of Federal Way Hylebos Conference Room 33325 Eighth Avenue South Federal Way, WA 98003 Prepared By: Tetra Tech 400 112"' Avenue SE, Suite 400 Bellevue, WA 98004 CITY OF FEDERAL WAY, WASHINGTON Page 2 RFB # 13-105 2013 ' ' , � � , ' r- � ' ' ' , , ' ' ' CJ ' � � TABLE OF CONTENTS PAGE PUBLIC NOTICE — REQUEST FOR BIDS .......................................................................5 BIDDER'S CHECKLISI' .................................................................................................7 SEG"TION 1: INSTRUCTIONS TO BIDDERS ...................................................................9 SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS .............................16 NO BID RESPONSE FORM (Attachment A) ................................................................22 BID FORM (Attachment B) ........................................................................................23 BIDSCHEDULE (Attachment C) ................................................................................25 BID SIGNATURE PAGE (Attachment D) .....................................................................31 BID BOND FORM (Attachment E) ..............................................................................32 SUBCONTRACTOR LIST (Attachment F) ....................................................................33 COMBINED AFFIDAVIT AND CERTIFICATION FORM (Attachment G) .......................34 CONTRACTOR'S COMPLIANCE STATEMENT (Attachment H) .....................................36 DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATOIN (Attachment I) ..........................................................................................................37 LOCAL AGENCY DISADVANTAGED BUSINESS ENTERPRISE (DBE) WRITTEN CONFORMATION DOCUMENT (Attachment j) ...........................................................38 PUBLIC WORKS CONTRACT (Attachment K) .............................................................39 (with Exhibits A-F and Appendixes as attached) Exhibit A Notice of Completion Exhibit B Contract Change Order Agreement Exhibit C Notice to Labor Unions of Other Employment Organizations Nondiscrimination in Employment Exhibit D Certificate(s) of Insurance Exhibit E Performance/Payment Bond Exhibit F Title VI Assurances AMENDMENTS TO THE STANDARD SPECIFICATIONS ............................ GREEN PAGES SPECIAL PROVISIONS .............................................................................. BLUE PAGES FHWA 1273 (Appendix A) ...........................................................................TAN PAGES City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 3 RFB # 13-105 2013 ' , STANDARD PLANS AND DETAILS (Appendix B) ..................................... WHITE PAGES PREVAILING WAGES AND BENEFIT CODE KEY (Appendix C) ................... PINK PAGES GEOTECHNICAL BORING LOGS (Appendix D) ......................................YELLOW PAGES CONSTRUCTION STORMWATER GENERAL PERMIT (Appendix E) ..............TAN PAGES City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 4 RFB # 13-105 2013 , ' , ' � � ' ' , ' C � r--, �,' �'I� '�.. CITY OF FEDERAL WAY REQUEST FOR BIDS LAKOTA MIDDLE SCHOOL SAFE ROUTES TO SCHOOL RFB # 13-105 SUBMITTAL OF SEALED BIDS: Notice is hereby given that the City of Federal Way, Washington, will receive sealed bids through )une 12, 2013, unti110:00 a.m., at the City Hall Purchasing Office or by US Mail at City of Federal Way, Purchasing Office, 33325 8th Avenue South, Federal Way, Washington 98003. Proposals received after 10:00 a.m. on said date will not be considered. BID OPENING: All bids will be opened and read publicly aloud at 10:10 a.m. on Wednesday, June 12, 2013, at The Hylebos Conference Room, 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: Improvements for Lakota Middle School Safe Routes to School include installation of a new traffic signal with an exclusive all stop pedestrian phase at the intersection of SW 312th Street and 14th Ave SW with the additional features of curb, gutters, 8' pervious concrete sidewalk, planter strip, 5' bike lane, storm drainage and street lights along approximately 745' of the north side of SW 312th Street, and installation of a new traffic signal a the intersection of SW 312th Street and SW Dash Point Road with the additional features of curb, gutters, 8' pervious concrete sidewalk, planter strip, 5' bike lane, storm drainage and street lights at the intersection of SW 312th Street and along the south side of SW 312"' Street from SW Dash Point Road to 14�' Avenue SW. The Contractor shall complete all work within 80 working days. The bidder is urged to check the plans and contract provisions carefully. All bid proposals shall be in accordance with the Instructions to Bidders and all other contract ' documents now on file in the Purchasing Office of the City of Federal Way. Bid documents may be obtained from the Purchasing Department at (253) 835-2526. Any questions conceming the description of the work contained in the contract documents must be directed to ]ohn Mulkey, ' Street Systems Project Engineer, by facsimile at (253) 835-2709, or by letter addressed to ]ohn Mulkey Street Systems Project Engineer prior to bid opening date. LJ � � ' PURCHASE OF BID DOCUMENTS: Bidders may purchase copies of the Bidding Documents (half-size plans) in person, or by mailing a Twenty-Five and no/100 Dollars ($25.00) (non-refundable) check or cashiers' check payable to the City of Federal Way, 33325 8�' Avenue South, Federal Way, WA 98003-6325, phone (253) 835- 2526. If purchasing by mail, please indicate your request for Bidding Documents for RFB #13-105, Lakota Middle School Safe Routes to School. Informational copies of maps, plans, and City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 5 RFB # 13-105 2013 , r I� � �J ' �7 , ' � 1 ' � � , � LJ �� J ' specifications are available for review at the Public Works Department, Federal Way City Hall, 33325 8th Avenue South, Federal Way, Washington. Bidding Documents are also available for review at the following Plan Centers: Daily Journal of Commerce, Attn: Plancenter.com, 83 Columbia St, Suite 200, Seattle, WA 98104 Daily Journal of Commerce Project Center, 921 SW Washington St, Suite 210, Portland, OR 97205 McGraw Hill, 200 SW Michigan St, Suite 100A, Seattle, WA 98106 Valley Plan Center, 10002 Aurora Avenue North, #36, PMB 334, Seattle, WA 98133 Reed Construction Data, 30 Technology Parkway South, Suite 500, Norcross, GA 30092 Builders Exchange of Washington, 2607 Wetmore Avenue, Everett, WA 98201 Contractor Plan Center, 14625 SE 82"d Drive, Clackamas, OR 97015 Contractor's Resource Center, 2301 So Jackson Street, Suite 101B, Seattle, WA 98144 Isqft Planroom, 2606 2nd Ave #244, Seattle, WA 98121 oregon-washin onC�is ft.com 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 Proceeo; the Contractor must complete all work under this project by December 31, 2013. RESERVATION OF RIGHT : 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 29th day of March, 2013. Dates of Publication: City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Daily )ournal of Commerce: Federal Way Mirror: Page 6 May 22, 2013 May 29, 2013 May 24, 2013 May 31, 2013 RFB # 13-105 2013 i� �i ' C� ' BIDDER'S CHECKLIST The bidder's attention is especially called to the following forms, which must be executed in full as required and submitted as part of the bid. Failure to comply shall result in rejection of any bid not so complying. ❑ i F (Attachment B) The Bid Form shall be completed and fully executed, including filling in the total bid amount. ' ❑ Bid Schedule (Attachment C) The unit prices shall be set forth in the space provided. , ❑ Bid Sianature Paae (Attachment D) , ❑ �� � , , , , ' u ' The Bid Signature Page shall be filled in and fully executed by the bidder. Bid Bond Form (Attachment E) This form is to be executed by the bidder and the surety company unless a certified check is submitted with the bid. The amount of this bond or certified check shall not be less than five percent (5%) of the total bid amount and shall be shown in both words and figures. ❑ Subcontractor List (Attachment F) The Subcontractor List shall be filled in by the bidder. (This section may/may not apply) ❑ Combined Affidavit and Certification Form (Attachment G) This form must be subscribed to and sworn before a Notary Public and notarized. ❑ Contractor's Comnliance Statement (Attachment H) The Contractor's Compliance Statement shall be filled in and fully executed by the bidder. ❑ Disadvantaaed Business Enterririse Utilization Certification (Attachment I) This form must be filled in by the bidder. ❑ Local Age� Disadvantaaed Business Enterurise [DBE) Writ�n Confirma�on Document (Attachment 7) ❑ ' ' � This form must be filled in by the bidder and DBE Subcontractor for each DBE Subcontractor listed in the Disadvantaged Business Enterprise Utilization Certification (Attachment I). •1 •�� :l - � 'z. y • The bidder shall provide a copy of Contractor's current registration with the State of Washington. City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 7 RFB # 13-105 2013 , , ' ❑ Contractor's State Identification Numbers The bidder shall provide a copy of Contractor's current state unified business identifier number and, as applicable, an employment security department number and state excise '� ' tax re istration number. 9 � , C� ' ' � SUCCESSFUL BIDDER'S CHECKLIST The following documents are to be executed and delivered to the City within ten (10) calendar days after the Bid is awarded: ❑ Public Works Contract (Attachment I) � ❑� The successful bidder will fully execute and deliver to the City the Lakota Middle School Safe Routes to School Public Works Contract ��Contract'� from these Bid Documents. Notice to Labor Unions or Other Emoloyment Oraanizations Nondiscrimination in EmQ�Q,yment (Exhibit C) If this applies, the successful bidder will sign and post copies of this Notice in conspicuous places available to employees or applicant for employment. Certificate of Insurance (Exhibit D) The successful bidder will provide a Certificate of Insurance evidencing the insurance requirement set forth in the Contract. ❑ Performance/Pavment Bond (Exhibit E) The successful bidder will provide a fully executed Performance/Payment Bond as appropriate. ■ =_ ,-. -� - The successful bidder will provide a copy of a current Business License with the City of Federal Way. City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 8 RFB # 13-105 2013 , SEGTION 1• INSTRUCTIONS TO BIDDERS ' 1-1 Time and Place for Submission and Opening of Bids ' Sealed bids must be submitted by 10:00 p.m. local time on June 12, 2013, to the Purchasing Office of the City of Federal Way (the ��City'�, located on the second floor of City Hall, or received by US Mail at City of Federal Way, Purchasing Office, 33325 Eighth Avenue � S, Federal Way, Washington, 98003-6325, and will be publicly opened and read aloud in City Hall Council Chambers on June 12, 2013, at 10:10 p.m. local time. i � � , ' � � ' � � LJ �J , , 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. i-3 Bid Signature All bids shall give the total bid price and shall be signed in ink by the bidder or their authorized representative, with the address. If the bid is made by an individual, the name, signature, and address must be shown. If the bid is made by a firm or partnership, the name and address of the firm or partnership and the signature of at least one of the general partners must be shown. If the bid is made by a corporation, the bid shall show the title of the person authorized to sign on behalf of the corporation, his or her title and the address. The City reserves the right to request documentation showing the authority of the individual signing the bid to execute contracts on behalf of anyone, or any entity, other than himself/herself. Refusal to provide such information upon request may cause the bid to be rejected as nonresponsive. 1-4 Bid Withdrawal Due to Error Bids may not be withdrawn due to a claim of error in a bid unless written notice of such claim and supporting evidence for such claim including cost breakdown sheets are delivered to the City within forty-eight (48) hours prior to the opening of bids. City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 9 RFB # 13-105 2013 C� � 1-5 Modification of Bid A modification of a bid already received will be considered only if the modification is , received prior to the time announced for bid opening. All modifications shall be made in writing, executed and submitted in the same form and manner as the original bid. , 1-6 � , � ' , i-7 , , � C ' Examination of Bid and Contract Documents — Bidder Responsibilities The submission of a bid shall constitute an acknowledgment upon which the City may rely that the bidder has thoroughly examined and is familiar with the bid and contract documents and has reviewed and inspected all applicable federal, state and local statutes, regulations, ordinances and resolutions dealing with or related to the equipment and/or services to be provided herein. The failure or neglect of a bidder to examine such documents, statutes, regulations, ordinances or resolutions shall in no way relieve the bidder from any obligations with respect to the bidder's bid or the contract documents. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any contract documents, statutes, regulations, ordinances or resolutions. Bidders shall visit delivery and service locations(s) as required. Bidders shall become familiar with and verify any environmental factors, which may impact current or future prices for this requirement. Interpretation of Bid and Contract Documents No oral interpretations will be made to any bidder as to the meaning of the bid or contract documents and no oral communications will be binding upon the City. Requests for an interpretation shall be made by facsimile, or by mail and delivered to the Purchasing Coordinator of the City at the address indicated in Section 1-1, at least ten (10) days before the date announced for opening the bids. Any interpretation deemed necessary by the City will be in the form of an addendum to the bid documents and when issued will be sent as promptly as is practical to all parties to whom the bid documents have been issued. All such addenda shall become part of the bid. 1-8 Addenda Each bid shall include acknowledgment of receipt and review of all addenda issued during the bidding period on the Bid Form. i-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 ifiem 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 ' � City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 10 RFB # 13-105 2013 �� L I ' ' ' � ' LJ � � � ' � � u the apparent low bidder, will only be permitted if the error made and the intended bid price can be determined solely from the bid documents. 1-10 Postponement of Bid Opening The City reserves the right to postpone the date and time for the opening of bids by announcing such postponement at any time prior to the date and time announced in these documents. 1-11 Rejection of Bids A. The City reserves the right to reject any bid for any reason including, but not limited to, the fol�owing: 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 1-14.6; any bid for which a bidder fails or neglects to complete and submit any qualifications information within the time specified by the City and as may be otherwise required herein; and, any bid submitted by a bidder who is not registered or licensed as may be required by the laws of the State of Washington. B. The city further reserves the right to reject any portion of any bid and/or to reject all bids. In consideration for the City's review and evaluation of its bid, the bidder waives and releases any claims against the City arising from any rejection of any or all bids. 1-12 Alterations to Documents Prohibited Any addition, limitation or provision attached to the bid may render it informal or nonresponsive and cause its rejection. Alteration by erasure or interlineations must be explained or noted in the bid form over the signature of the bidder. No oral, telegraphic or telephonic bids or modifications will be considered. i-13 Disqualification of Bidder If, in the opinion of the City, there is reason to believe that collusion exists among bidders, none of the bids of the participants in such collusion will be considered. All bidders are required to submit the Affidavit of Non-Collusion (Attachment G) with their bids. 1-14 Evaluation of Bids It is the intent of City to award a contract to the lowest responsive bid by a responsible bidder as evaluated by the City. The bidder may be required by the City to submit documentation demonstrating compliance with the criteria. A. Responsiveness — The bidder must complete all required forms and bid documents and � provide all required and requested information. Refusal to provide such information may cause the bid to be rejected. The City will consider all the material submitted by � � City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 11 RFB # 13-105 2013 ' ' ' ' �] � � � ' u ' , CJ � ' � � �� ' the bidder to determine whether the bid is in compliance with the bid terms and documents and responsive to the requested work. B. Responsibility — The City will consider all the material submitted by the bidder, and other evidence it may obtain including information from previous project owners, to determine whether the bidder is responsible. The bidder must meet the following bidder responsibility criteria and supplemental bidder responsibility criteria to be considered a responsible bidder: 1. Mandatory Bidder Responsibility Criteria a. Have a current certificate of registration as a contractor in compliance with chapter 18.27 RCW, which must have been in effect at the time of bid submittal; b. Have a current Washington Unified Business Identifier (UBI) number; c. If applicable: � i. Have Industrial Insurance (workers' compensation) coverage for the bidder's employees working in Washington, as required in Title 51 RCW; ii. Have a Washington Employment Security Department number, as required in Title 50 RCVN; iii. Have a Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW; Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). 2. Supplemental Bidder Responsibility Criteria a. The bidder shall not have a record of excessive claims filed against the retainage, payment, or performance bonds for public works projects during the previous three years, that demonstrate a lack of effective management by the bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances acceptable to the City. b. The bidder shall have a reasonable history of successfully completed projects of a similar size and scope as required by the contract documents for this project. The City will evaluate whether the projects were "successfully completed" and of a"similar size and scope." c. The bidder shall have evidence that it is able to begin and complete the work, and complete it in a timely fashion. d. Not be disqualified from biding on any public works contract under RCW 39.03.010 or 39.12.065(3) 3. As evidence that the bidder meets the supplemental bidder responsibility criteria in paragraph (B)(2) above, the apparent low bidder must submit the following documentation to the City within 48 hours of the bid opening. The City reserves the right to request such documentation from other bidders also. Refusal to provide such information upon request may cause the bid to be rejected. a. The bidder shall submit a list of the public works projects completed within the previous three years and include for each project the following information; the owner and contact information for the owner; a list of claims filed against the retainage, payment, or performance bond for any of the City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 12 RFB # 13-105 2013 � � ' 1 u � �-1 L� � � r � �� I � � � r ,J � projects listed; a written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. b. The bidder shall submit a list of projects of similar size and scope to this project and include information about each project, including the following: the owner and contact information for the owner; the awarded contract amount; the final contract amount; a description of the scope of the project and how the project is similar to this project; the bidder's assessment of its performance of each project. The information should include any information regarding performance in the following areas; quality control; safety record; timeliness of performance; use of skilled personnel; management of subcontractors; availability of and use of appropriate equipment; compliance with contract documents; management of submittals process, change orders, and close-out. c. The bidder shall furnish acceptable evidence of the bidder's current ability to perform, such as firm commitments by subcontractors, equipment, supplies and facilities, and the bidder's ability to obtain the necessary personnel. 4. If the City determines the bidder does not meet the bidder responsibility criteria in paragraph (B)(2) above and is therefore not a responsible bidder, the City shall notify the bidder in writing with the reasons for its determination. If the bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the City's determination by presenting additional information to the City and meeting the requirements of section 1-20(B). The City will consider the additional information before issuing its final determination. If the final determination a�rms that the bidder is not responsible, the City will not execute a contract with any other bidder until two business days after the bidder determined to be not responsible has received the final determination. C. Lowest Bid — The lowest bid shall be determined as set forth on the Bid Form. The acceptance of a bid will be evidenced by a Notice of Award. No other act of the City shall constitute acceptance of a bid. Within ten (10) days after receipt of Notice of Award, the bidder whose bid is accepted, shall furnish the required performance bond, certificate of insurance, execute the contract and perForm all other acts required by the bid and contract documents as conditions precedent to formation of the contract. 1-15 Procedures When Only One Bid is Received In the event only a single responsive bid is received, the City reserves the right to conduct a price and/or cost analysis of such bid. The sole bidder shall provide such information, data and other documentation as deemed necessary by the City for such analysis. The City reserves the right to reject such bid. 1-16 Bid Documents Bidders are required to submit with the bid package the following: A. AttachmentA — No Bid Response Form, if applicable. B. Attachment B— Bid Form. City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 13 RFB # 13-105 2013 u � LJ � � � � � � � , � � � ' � �J � � C. Attachment C— Bid Schedule. D. Attachment0— Bid Signature Page. E. Aitachment E— Bid Bond Form. F. Attachment F— Subcontractor List. (May Not Apply) G. Attachment G— Combined Affidavit and Certification Form. H. Altachment H— Contractor's Compliance Statement. 1-17 Conflicts of Interest and Noncompetitive Practices By submitting a bid, the Contractor agrees as follows: A. Conflict of Interest — That it has no direct or indirect pecuniary or proprietary interest, that it shall not acquire any interest which conflicts in any manner or degree with the work, services, equipment or materials required to be performed and/or provided under this contract and that it shall not employ any person or agent having any such interests. In the event that the Contractor or its agents, employees or representatives hereafter acquires such a conflict of interest, it shall immediately disclose such interest to the City and take action immediately to eliminate the conflict or to withdraw from this contract, as the City may require. B. Contingent Fees and Gratuities 1. That no person or selling agency except bona fide employees or designated agents or representatives of the Contractor have been employed or retained to solicit or secure this contract with an agreement or understanding that a commission, percentage, brokerage, or contingent fee would be paid; and 2. That no gratuities in the form of entertainment, gifts or otherwise, were offered or given by the Contractor or any of its agents, employees or representatives, to any official, member or employee of the City or other governmental agency with a view toward securing this contract or securing favorable treatment with respect to the awarding or amending, or the making of any determination with respect to the performance of this contract. 1-18 Bid Security No bid will be considered unless accompanied by either a cashier's or certified check in an amount equal to five percent (5%) of the Total Bid Price as indicated on Attachment B, "Bid Form", or a bid bond in the form of Attachment E. The check or bond shall be payable to the City; it shall be forfeited as fixed and liquidated damages in case the bidder fails, neglects or refuses to enter into a contract for the faithful perFormance of said work (including the providing of any evidence of insurance and/or performance bond required herein), in the event the contract is awarded to them, within ten (10) days after the award is made. If a bid bond is submitted in lieu of a check, it shall be executed by a corporate City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 14 RFB # 13-105 2013 � surety authorized to transact business in the State of Washington and in the form � prescribed in Attachment E, "Bid Bond". The check, or bidder's bond shall be attached to the bid form. � L� J � � �� � � � ' � � � � � 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 (F�chibit E) attached to the Public Works Contract and deliver it to the City fully executed by the bidder and a surety company in the amount of one hundred percent (100%) of the contract price as security for the faithful performance of the work including the payment of all persons furnishing materials and performing labor on the work and all payments arising from the performance of the work due the State of Washington pursuant to Titles 50 and 51 RCW. Such bond must be executed by a duly licensed surety company, which is registered with the Washington State Insurance Commissioner, and the surety's name shall appear in the current Authorized Insurance Company List in the Sate of Washington, published by the Office of the Insurance Commissioner. The scope of the PerFormance/Payment Bond (Exhibit E) shall in no way affect or alter the liabilities of the Contractor to the City under Section 8"Indemnification" of the Public Works Contract. The City may require the surety company to appear and qualify itself upon the bond. If, at any time, the City determines in its sole judgment that the surety company is insufficient, the City may require the Contractor to furnish additional surety in form and arrangement satisfactory to the City and in an amount not exceeding that originally required. The Contractor shall submit a performance bond complying with the requirements of this paragraph within ten (10) days after the award is made. Payments will not be made on the Contract until sufficient surety as required is furnished. 1-20 Bid Dispute A. Any actual or prospective bidder, including sub-contractors and suppliers showing a substantial economic interest in this contract who is aggrieved in connection with the solicitation or award of this contract, may protest to the City in accordance with the procedures set forth herein. Protests based on the specifications or other terms in the contract documents, which are apparent prior to the date established for submittal of bids, shall be submitted not later than ten (10) calendar days prior to said date, or shall be deemed waived. All other protests shall be accepted only from actual bidders and shall be submitted within five (5) calendar days after the aggrieved person knows or should have known of the facts and circumstances upon which the protest is based; provided, however, that in no event shall a protest be considered if all bids are rejected or after the award of this contract. B. In order to be considered, a protest shall be in writing and shall include: (1) the name � and address of the aggrieved person; (2) the RFB number and contract title under which the protest is submitted; (3) a detailed description of the specific grounds for protest � r City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 15 RFB # 13-105 2013 � �� and any supporting documentation; and (4) the specific ruling or relief requested. The written protest shall be addressed to: City of Federal Way � Federal Way, Washington 98003-6325 Attention: Bid Protest -- Lakota Middle School Safe Routes to School RFB # 13-105 � � � � � � � � �J � � � � � � C. Upon receipt of a written protest, the City will promptly consider the protest. The City may give notice of the protest and its basis to other persons, including bidders involved in or affected by the protest; such other persons may be given an opportunity to submit their views and relevant information. If the protest is not resolved by mutual agreement of the aggrieved person and the City, the City will promptly issue a decision in writing stating the reasons for the action taken and informing the aggrieved person of his or her right to appeal the decision to the Mayor or his or her designee. A copy of the decision shall be mailed (by certified mail, return receipt requested) or otherwise promptly furnished to the aggrieved person and any other interested parties who requested a copy of the decision. The decision will be considered final and conclusive unless appealed within five (5) calendar days after receipt of the decision to the Mayor or his or her designee. If the decision is appealed, then the subsequent determination of the Mayor or his or her designee shall issue within five (5) days of the Mayor's receipt of the appeal and shall be final and conclusive. D. Failure to comply with these protest procedures will render a protest untimely or inadequate and shall result in rejection thereof by the City. � '�__ •� L��l � ' : � ��_� t•� 2-1 Administration This contract will be between the City and the Contractor who will be responsible for delivering all equipment and performing all work and services described herein. The City is not party to defining the division of work between the Contractor and the Contractor's subcontractors, if any, and the specifications have not been written with this intent. The Contractor represents that it has or will obtain all personnel and equipment required to perform the services hereunder. Such personnel shall not be employees of the City. The Contractor's performance under this contract will be monitored and reviewed by John Mulkey, Street Systems Project Engineer. Questions by the Contractor regarding interpretation of the terms, provisions and requirements of this contract shall be addressed to John Mulkey, Street Systems Project Engineer, for response. 2-2 Proof of Compliance with Contract In order that the City may determine whether the Contractor has complied with the requirements of the contract documents, the Contractor shall, at any time when requested, submit to the City properly authenticated documents or other satisfactory proofs as to the Contractor's compliance with such requirements. City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 16 RFB # 13-105 2013 ' 2-3 Contract Documents and Precedence � � � � � � � 2-4 � � 2-5 The documents embodying the legally binding obligations between the City and the Contractor for completion of the work consist of the following: The City's Request for Bid, Bid Form, Bid Signature Page, Instructions to Bidders, Bid Bond, Lakota Middle School Safe Routes to School 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, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit C, Certificate(s) of Insurance Form attached hereto as Exhibit D, Performance/Payment Bond attached hereto as Exhibit E, Title VI Assurances attached as Exhibit F, 2012 WSDOT / APWA Standard Specifications for Road, Bridge and Municipal Construction, Amendments to the Standard Specifications, Addenda and Change Orders, , Addenda and Change Orders, and the Lakota Middle School Safe Routes to School Special Provisions, FHWA 1273 attached as Appendix A, Standard Plans and Details attached as Appendix B, current Prevailing Wage Rates and Benefit Code Key attached as Appendix C and all other appendices attached hereto and incorporated by this reference, (collectively the "Contract Documents'�. The contract documents are intended to be complementary so that what is required by any one of them shall be as binding as if called for by all of them. In the event of any conflicting provisions or requirements within the several parts of the contract documents, the City will issue an interpretation regarding the controlling provision, which interpretation shall be binding. Charges to Contractor Charges which are the obligation of the Contractor under the terms of the contract shall be paid by the Contractor to the City on demand and may be deducted by the City from any money due or to become due to the Contractor under the contract and may be recovered by the City from the Contractor or its surety. Change Orders � The City may, at any time, without notice to the sureties, by written order designated or indicated to be a change order, make any change in the specifications within the scope of this contract. Oral orders will not be binding on the City unless confirmed in writing by the � City. Except as provided herein, no order, statement, or conduct of the City will be treated as a change hereunder or will entitle the Contractor to an equitable adjustment. � � � r � � 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. If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall immediately give a singed written notice of protest to the Project Engineer of the Project Engineer's field inspectors before doing the work. The contractor shall supplement the written protest within 15 calendar days with a written statement that provides the following: City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 a. The date of the protested order; b. The nature and circumstances that caused the protest; c. The contract provisions that support the protest; Page 17 RFB # 13-105 2013 , � � � � �J � � e The estimated dollar cost, if any, of the protested work and how that estimate was determined; An analysis of the progress schedule showing the schedule change or disruption if the Contractor is asserting a schedule change or disruption. The Contractor shall supply such supporting documents and analysis for the claims as the City may require to determine if the claims and cost have merit. If the protest is continuing, the information required above shall be supplemented as requested by the Project Engineer. In addition, the Contractor shall provide the Project Engineer before final payment, a written statement of the actual adjustment requested. No claim by the Contractor for an equitable adjustment hereunder will be allowed if asserted after the Final Contract Voucher Certification has been submitted. 2-6 Work and Materials Omitted � 2-7 � 2-8 � � 2-9 The Contractor shall, when directed in writing by the City, omit work, services and materials to be furnished under the contract and the value of the omitted work and materials will be deducted from the contract price and the delivery schedule will be reviewed if appropriate. The value of the omitted work, services and materials will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. Washington State Sales Tax The Contractor shall make payment directly to the State for all applicable Washington State sales taxes and all other governmental taxes, assessments and charges. Shipping Charges All prices shall include freight. Requests for additional compensation for freight charges will be rejected by the City. 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. � �_l � � � 2-10 Legal Relations The Contractor shall comply with all of the City's resolutions and regulations applicable under this contract and with any local, state or federal law or regulation applicable to the materials, equipment or service provided under this contract. Neither the Contractor nor the City shall assign any interest, obligation or benefit under or in this contract or transfer any interest in the same, whether by assignment or novation, without prior written consent of the other party. This contract shall be binding upon and inure to the benefit of the successors of the parties. City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 18 RFB # 13-105 2013 i � 2-li Applicable Law and Forum Except as hereinafter specifically provided, this contract shall be governed by and construed � according to the laws of the State of Washington including, but not limited to, the Uniform Commercial Code, Title 62A RCW. Any suit arising herefrom shall be brought in King County Superior Court, which shall have sole and exclusive jurisdiction and venue. � � � � � � ,_ � u � � �� �� � � 2-12 Hazardous Chemical Communication In order to comply with WAC 296-62-054, Hazard Communication, the Contractor shall submit with each shipment a Material Safety Data Sheet (MSDS) for all products containing any toxic products that may be harmful to the end user. The MSDS Sheet is to accompany the toxic product(s) to the specified delivery sites. Include the following information in the MSDS: A. Chemical Abstract Service (CAS) numbers for every chemical that is listed in the MSDS. B. If the product is actually used diluted, the dilution rate should be so stated in the MSDS and the hazards and corresponding personal protection, etc., also be listed. C. A statement as to the intended use of the product. 2-13 Delivery and Liquidated Damages Time is of the essence of the contract and each and all of its provisions in which performance is a factor. The Contractor will be held to strict compliance with the prescribed date(s) set forth in these contract documents. For each and every day that delivery is delayed beyond the specific date(s), damage will be sustained by the City. Because of the difficulty in computing the actual damages and disadvantages to the City, and as a reasonable forecast of actual damages which the City will suffer by the delay in delivery, the parties agree that for each such delay the Contractor will pay the City liquidated damages (and not as a penalty) in accordance with Section 1.3 of Attachment I, Public Works Contract, to compensate for any damages caused by such delay. The City may deduct from any payment owing to the eontractor, any liquidated damages, which may be incurred by the Contractor pursuant to this paragraph. 2-14 Force Majeure The Contractor's or City's failure to perform any of its obligations under this contract shall be excused if due to causes beyond the control and without the fault or negligence of the Contractor or City, respectively, including, but not restricted to, acts of God, acts of public enemy, acts of any government, fire, floods, epidemics, and strikes. 2-15 Patents, Copyrigh� 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 City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 19 RFB # 13-105 2013 � � case where it is legally permissible, determine that it is in the public interest that it not be so owned or available. The Contractor agrees that the ownership of any plans, drawings, designs, specifications, � computer programs, technical reports, operating manuals, calculations, notes and other work submitted or which is speci�ed to be delivered under this contract, whether or not complete (referred to in this subsection as "Subject Data'�, shall be vested in the City or � such other local, state or federal agency, if any, as may be provided by separate contract with the City. � All such Subject Data furnished by the Contractor pursuant to this contract, other than documents exclusively for internal use by the City, shall carry such notations on the front cover or a title page (or in such case of maps, in the same block) as may be requested by � the City. The Contractor shall also place their endorsement on all Subject Data furnished by them. All such identification details shall be subject to approval by the City prior to printing. � � � � The Contractor shall ensure that substantially the foregoing paragraphs are included in each subcontract for the work on the project. 2-16 Patents and Royalties The costs involved in license fees, royalties or in defending claims for any patented invention, article, process or method that may be used in or connected with the work under this contract or with the use of complete work by the City, shall be paid by the Contractor. The Contractor and the Contractor's sureties shall, at their own cost, defend, indemnify and hold the City, together with its officers and employees, harmless against any and all demands made for such fees, royalties or claims brought or made by the holder of any invention or patent. Before final payment is made on the account of this contract, the Contractor shall, if requested by the City, furnish acceptable proof of a proper release of the City, its officers, agents and employees from all such fees or claims. Should the Contractor, its agent, servants or employees, or any of them be enjoined from � furnishing or using any invention, article, material, computer programs or equipment supplied or required to be supplied or used under the contract, the Contractor shall promptly substitute other articles, materials, computer programs or equipment in lieu � thereof of equal efficiency, quality, finish, suitability and market value, and satisfactory in all respects to the City. � � �� 2-17 Disputes, Claims and Appeals If disputes occur during the contract, the Contractor shall pursue resolution through the Project Engineer. The Contractor shall follow the procedures outlined in Standard Specifications 1-04.5. If the negotiations using the procedures outlined in Section 1-04.35 fails to provide satisfactory resolution, the Contractor shall pursue the formal method outlined in standard Specification 1-09.11(2) for submitting a claim. All claims, counterclaims, disputes and other matters in question between the City and the Contractor that are not resolved between the Project Engineer and the Contractor will be decided in the Superior Court of King County, Washington, which shall have exclusive jurisdiction and venue over all matters in question between the City and the Contractor. The City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 20 RFB # 13-105 2013 � � contract shall be interpreted and construed in the 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, shall operate as a release of that claim and presumption of prejudice to the City. t! 2-18 Recycled Products � The Contractor shall use recycled paper for proposals and for any printed or photocopied material created pursuant to a contract with the City whenever practicable and use both sides of paper sheets for reports submitted to the City whenever practicable. � � L� � � � In the event this RFB covers the sale of product to the City that is capable of containing recycled materials, Contractor is hereby advised that the City intends to procure products with recycled content, pursuant to the recycled content notice delivered with these bid documents. Contractor shall certify the percentage of recycled content and products sold to the City, including a percentage of post-consumer waste that is in the product. This certification is required to be in the form of a label on the product or a statement by the Contractor attached to the bid documents. The certification on multi-component or multi- material products shall verify the percentage and type of post-consumer waste and recycled content by volume contained in the major constituents of the product. The Contractor agrees to grant the City, as a procuring agency, permission to verify the certification of recycled content by review of the bidder's or manufacturer's records as a condition of any bid award, in the event of a bidder's protest, or other challenge to the bid accepted. City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 21 RFB # 13-105 2013 � � AitachmentA NO BID RESPONSE FORM When submitting a"No Bid", mail this completed form to Federal Way Purchasing, 33325 8"' � Avenue South, Federal Way. Washington 98003-6325. Be sure the form is in a sealed envelope with the bid number and bid title indicated on the outside of the envelope. The form must be � received by the date and time specified for the bid opening as indicated in Section 1-1. Failure to return this form if not submitting a formal bid, maY result in your firm being removed from the City's master bidder's mailing list. ,� Bid Number: RFB No. 13-105 Bid Title: � � � � ❑ Cannot comply with specifications. ❑ Cannot meet delivery requirement. ❑ Do not regularly manufacture or sell the type of commodiry involved. o Other (please specify). Explanation of reason(s) checked: Check one of the following: o WE DO ❑ WE DO NOT desire to be retained on the mailing list for future procurements of this commodity. Firm Name• Address• Phone• Signature Name (Type or Print) City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Date Title Page 22 RFB # 13-105 2013 � � � , � � � �' � � �' CJ ' ,. Aftachment B BID FORM CITY OF FEDERAL WAY Lakota Middle School Safe Routes to School BID FORM Bidder: �I� � Oti✓lS� �✓� G• Date: �!� 2 J� � ITEM BID AMOUNT A) Schedule A– Lakota Middle School Safe Routes $�38���� i0 to School B Schedule B– SW 312th Street I o�� � 0�6 '' TOTAL BID AMOUNT $ �� (including Washington State sales tax, all other �� $d9 � 2� �— overnment taxes assessments and char es To City Council Members City of Federal Way 33325 8th Ave South Federal Way, Washington 98003-6325 Pursuant to and in compliance with your advertisement for bids for construction of Lakota Middle School Safe Routes to School, and other documents relating thereto, the undersigned has carefully examined all of the bid and contract documents as the premises and conditions affecting the delivery, supply and maintenance of Lakota Middle School Safe Routes to School, and hereby proposes to furnish all labor, materials and perform all work as required in strict accordance with the contract documents, for the above-referenced amount, inclusive of Washington State sales tax and all other government taxes, assessments and charges as required by law. The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (5%) of the total amount bid is attached hereto, which it is agreed shall be collected and retained by the City as liquidated damages in the event this bid is aaepted by the City within ninety (90) calendar days after the day of the bid opening and the undersigned fails to execute the Lakota Middle School Safe Routes to School Public Works Contract and to provide the required certificate of insurance to the City, under the conditions thereof, within ten (10) calendar days after the Notice of Award; otherwrise said Bid Security will be returned to the undersigned. b Bond or Certified Check '� 1� Dollars ($ ) The Bidder shall complete this entire Bid Form or this bid may be considered non-responsive. The City may correct obvious mathematical errors. The City of Federal Way reserves the right to reject any and all bids, waive any informalities or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 23 RFB # 13-105 2013 Receipt of the following Addendums is hereby acknowledged: Addendum No. _ Addendum No. _ Addendum No. _ Date Issued: Date Issued: Date Issued: Corporation/Pa�ersril p/�ndivi'�ual (De%te Two) 1��C�i( S'� �Sl �ti� Bidder's State License No. a��-oa-�-�tS Bidder's State Tax No. City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 ?UCCi � S�N�, INC. Michael F Tucci Presldent Title Page 24 RFB # 13-105 2013 i �. I � � � � �! � , I � � � � L_i Attach�nent C BID SCHEDULE LAKOTA MIDDLE SCHOOL - SAFE ROUTES TO SCHOOL PROGRAM ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID Note: Unit prices for all items, all extensions, and total amount of bid shall be shown. Enter unit prices in numerical figures only in dollars and cents, i. e. to two (2) decimal places (including for whole dollar amounts). All figures must be cleariy legible. Bids with illegible figures in the Unit Price column will be rejected as unresponsive. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. Item Spec. Item Description Unit Quantity Unit Price* Amount No. Section � • • • , � � • • � • • • • • ' • • • � .,,a :,. .Y a`�;'e ,�i , ..r . . , i ,� "�" x ._^ a r�[�% �„ ..' � `f- „'s�+t t. -' A-1 1-04 Minor Change CALC 1 $ 5,000.00 $5,000.00 A-Z 1-05 Construction Surveying LS 1 S�Oi� � 6b $�6l>. � A-3 1-05 As-Built Survey and Record LS 1 � C�� �� Drawings A-4 1-07 SPCC Plan LS 1 D(� � D Type B Progress Schedule i A-5 1-08 �Minimum Bid $5,000) � 1 500� ��ti� A-6 1-09 Mobilization LS 1 �<,6oD� 7Z �' A-7 1-10 Off-Duty Uniformed Police Officer HR 80 $ 50.90 $4,072.00 A-8 1-10 Traffic Control Supervisor LS 1 ZZ � �b A-9 1-10 Flaggers and Spotters HR 688 7 Z A-10 1-10 Sequential Arrow Sign HR 320 s� � O A-11 1-10 OtherTrafficControlLabor HR 120 r.�,i 5lo�i A-12 1-10 Other Temporary Traffic Control LS 1 3 ?✓ OIXi A-13 1-10 Construction Signs, Class A SF 27 '� I 3 A-14 2-01 Clearing and Grubbing AC 0.26 I A-15 2-01 Roadside Cleanup FA 1 $ 5,000.00 $5,000.00 A-16 2_p2 Remova) of Structure and LS 1 Obstruction ??�r ���� A-17 2_p2 Removal and Relocation of Existing FA 1 $ 6,000.00 $6,000.00 Private Improvements A-18 2-02 Sawcutting LF 990 — �q A-19 2-03 Gravel Borrow Incl. Haul TN 370 —' a� A-20 2-03 Roadway Excavation Incl. Haul CY 410 ?'�1 � ! 5�1� A-21 2-03 Unsuitable Foundation Excavation CY 25 -rj(� � ZG�O / Incl. Haul � / A-22 2-09 Shoring or Extra Excavation Class B SF 400 � � Gravel Borrow for Structure Backfill � A-23 2-�9 Incl. Haul CY 130 �}� �(((� City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 25 RFB # 13-105 2013 � �_ � � � � � �__� � A-24 4-04 Crushed Surfacing Top Course TN 40 �j�� 'L p�p A-25 4-04 Crushed Surfacing Base Course TN 265 �j' ��Gj A-26 4-04 Gravel Backfill for Drains TN 125 � SDO A-27 5-04 Temporary Asphalt Pavement TN 10 '1,,pp' 200(� A-28 5-04 HMA CI. 1/2" PG 64-22 TN 120 � � d A-29 5-04 Commercial HMA TN 5 ' ( Ot7li A-30 7-01 Drain Pipe 8 In. Diam. LF 60 �((p � (OqU A-31 7-04 Ductile Iron Storm Sewer Pipe, 12 LF 10 '�� � In. Diam. ��bb A-32 7-04 Class IV Reinf. Conc. Storm Sewer LF 191 I� y�2� Pipe, 12 In. Diam. �� � A-33 7-05 Catch Basin Type 1 EA 5 G1G� I�1Gjp A-34 7-05 Catch Basin Type 2, 48 In. Diam. EA 2 �t g(� A-35 7-05 Area Drain, 181n. EA 1 1 7(00 A-36 7-05 Rectangular Solid Locking Cover EA 4 DUD A-37 7-OS Heavy Duty Round Solid Locking EA 2 � Coverand Frame (� ��bu i A-38 7-05 Adjust Catch Basin EA 8 G� L� �(� A-39 7-15 Relocate Water Meter LS 1 � (�Od A-40 7-15 Irrigation Service Connection LS 1 'L A-41 7-15 Lakota Lakehaven Utility District FA 1 $ 10,000.00 $10,000.00 Connection Fees A-42 7-20 Catch Basin Filter for Spill Control EA 1 Z�� � ZS� � A-43 8-01 Erosion/Water Pollution Control FA 1 $5,000.00 $5,000.00 A-44 8-01 Inlet Protection EA 19 $D � l 5L0 � A-45 8-01 High Visibility Fence LF 585 2" //� D� A-46 8-01 Temporary Erosion Control Blanket SY 320 3� q c. D" A-47 8-01 Seeding, Fertilizing and Mulching AC 0.9 � 7 3c�� — /5' $�^7d r A-48 8-02 Sod Installation SY 321 ''o � ��(} � A-49 8-02 Topsoil Type A CY 110.5 (, - S` 08 ^— A-50 8-02 Bark or Wood Chip Mulch CY 5.0 y� �'" Z y0 — A-51 8-02 Root Barrier LF 432 g- 3 4 5 6� A-52 8-02 Soil Amendment CY 36 3Z �" // 5 Z— A-53 g_02 PSIPE - Japanese Hornbeam EA 9 (Carpinus laponica) 43D ` 3� 870 — Automatic Irrigation System, � -7/ � _ A-54 8-03 Complete LS 1 J7� �� Cement Conc. Traffic Curb and � 3/��� — A-55 8-04 Gutter LF 685 ��— A-56 8-04 Cement Conc. Pedestrian Curb LF 20 � 9— 3 dU — A-57 8-04 Extruded Cement Conc.Curb, Type LF 16 i�," - Z y0 - City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 26 RFB # 13-105 2013 ' 6 Cement Conc. Driveway Entrance, SY 75 �; ( % n�- >� A-58 8-06 3-Day Mountable Cement Concrete LF 67 2, c� v.� A-59 8-�� Traffic Curb Curb �� HUN 1 3SO � �� A-60 8-09 Raised Pavement Marker Type 2 p � i A-61 8-12 Temporary Chain Link Fence LF 275 � Pervious Cement Concrete SY 400 5 D� 2�� r A-62 8-14 Sidewalk � A-63 8-14 Cement Concrete Sidewalk SY 195 5D - 9%5 � Lakota Illumination System, `" �,� �p � A-64 8-20 Complete LS 1 ��� ISISU ; A-65 8_20 14th Avenue SW Signal System, �S 1 2�`�� (�U - Z�y (1� J Complete A-66 8-21 Permanent Signing LS 1 S � J A-67 8-22 Paint Line LF 190 � J 5° � J A-68 8-22 Plastic Line LF 1,070 Z,'° 2�g � q_6g 8-22 Plastic Wide Lane Line LF 540 ?`'° 1�z8 � A-70 8-22 Profiled Plastic Line LF 570 �-�' U ! q9S � A-71 8-22 Profiled Plastic Wide Lane Line LF 100 5.'G 5 5 D— q-72 8-22 Plastic Crosswalk Line SF 370 �/ °'� / `1 �a — A-73 8-22 Plastic Stop Line LF 80 5.`'° yyU � A-74 8-22 Plastic Traffic Arrow EA 2 �� � 3 �d A-75 8-22 Ptastic Bicycle Lane Symbol EA 3 15'� - ���5 - A-76 8-23 Temporary Pavement Marking LF 2,250 , 5 d //Z5� � Removin Tem orar Pavement � � A-77 8-23 g p Y LF 2,250 �� 0 /, / Z� Marking q-7g 8-24 Cement Concrete Wall Unit Block SF 46 raD Subtotal Schedule A* �° ...................................................................................... ...............................$ �738 20� - City of Federal Way RFB # 13-105 Lakota Middle School 2013 Safe Routes to School Page 27 RFB ver. 1-08 � ,. � � '- , B-8 1-10 Sequential Arrow Sign HR 240 S� � Od B-9 1-10 Other Traffic Control Labor HR 150 yc � �j0 B-10 1-10 Other Temporary Traffic Control LS 1 301�1�� �J B-11 1-10 Construction Signs, Class A SF 27 � � B-12 2-01 Clearing and Grubbing AC 0.45 Q(� (p� d B-13 2-01 Roadside Cleanup FA 1 $ 5,000.00 $5,000.00 B-14 2_p2 Removal of Structure and LS 1 p�� �G�(�� Obstruction B-15 2-02 Sawcutting LF 1,625 � 1 B-16 2-03 Gravel Borrow Incl. Haul TN 890 � �y0 B-17 2-03 Roadway Excavation Incl. Haul CY 610 � �T �� B-18 2-03 Unsuitable Foundation Excavation CY 40 Incl. Haul rJO� �%nu B-19 2-03 Ditch Excavation Incl. Haul CY 10 I � � B-20 2-09 Shoring or Extra Excavation Class 6 SF 2,765 . ZGj �al,ti�! B-21 2_pg Gravel Borrow for Structure Backfill CY 200 Incl. Haul �1� ��b� B-22 4-04 3/4"-1/2" Crushed Screening TN 5 B-23 4-04 Crushed Surfacing Top Course TN 95 �� I��,Gj(� B-24 4-04 Crushed Surfacing Base Course TN 725 � 'yU OC� B-25 4-04 Gravel Backfill for Drains TN 235 30 � 0 B-26 5-01 Sealing Transverse and LF 2,370 Z� �1�(� Longitundinal Joints 8-27 5-01 Sealing Existing Concrete Random FA 1 $ 1,500.00 $1,500.00 Crack B-28 5-04 HMA CI. 1/2" PG 64-22 TN 950 g� � gI��G� B-29 5-04 Temporary Asphalt Pavement TN 10 'fi � !7 8-30 5-04 Commercial HMA TN 15 ?iAD� � 8-31 5-04 Planing Bituminous Pavement SY 1,650 ?— l/ SSd J B-32 5-04 Self-Adhering Rubberized Asphalt SY 550 � / Membrane (2 �� Corrugated Polyethylene Culvert � 8-33 7-02 LF 20 �p(7� Z�Q(� Pipe, 18 In. Diam. 8-34 7-04 Class IV Reinf. Conc. Storm Sewer LF 203 7?j� I 1,�1 g �� � Pipe,12 In. Diam. B-35 7-04 Class IV Reinf. Conc. Storm Sewer LF 581 (,�I � J,}'�1 �gq � Pipe, 18 In. Diam. vl B-36 7-04 Corrugated Polyethylene Storm �F 82 �� �,GO � Sewer Pipe, 18 In. Diam. � B-37 7-05 Catch Basin Type 1 EA 3 �� Z�G,V City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 28 RFB # 13-105 2013 � �� � � � � � � , � � � � / B-38 7-05 Catch Basin Type 1L EA 5 I�(� �OZGJ� 8-39 7-05 Catch Basin Type 2, 48 In. Diam. EA 1 ��0� I�Ob B-40 7-05 Adjust Catch Basin EA 1 50p �j(�D B-41 7-08 Plugging Existing Pipe CY 2 �iD(� ��0 B-42 7-15 Relocate Irrigation Water Meter LS 1 I �C�7� l;:(�Z� - 8-43 7-15 SW 312th Lakehaven Utility District FA 1 $ 2,000.00 $2,000.00 Connection Fees 6-44 7-20 Catch Basin Filter for Spill Control EA 2 2�0' j�-' B-45 7-20 Water Quality Pre-Treatment Unit LS 1 � �o,�� j0 Ot� B-46 7-20 Water Quality Cartridge Filter Vault LS 1 5l0 (�OD S(p �0 B-47 8-01 ESC Lead DAY 28 Z�J' "j Ob B-48 8-01 Erosion/Water Pollution Control Est 1 $ 5,000.00 $5,000.00 B-49 8-01 Stormwater Pollution Prevention LS 1 � Plan ��d B-50 8-01 Inlet Protection EA 26 �U� 2 O80 - 8-51 8-01 Silt Fence LF 143 - r�r 71 B-52 8-01 Wattle LF 257 y- / b Zf� - 6-53 8-01 High Visibility Fence LF 1,235 2- 2 �0.- B-54 8-01 Temporary Erosion Control Blanket SY 320 9C�0- B-55 8-01 Seeding, Fertilizing and Mulching AC 0.33 1-] 36D - S�O � B-56 8-02 Sod Installation SY 169 '—° �, �=' B-57 8-02 Topsoil Type A CY 150 - cfa �- B-58 8-02 Bark or Wood Chip Mulch CY 3.0 t��- i� - B-59 8-02 Root Barrier LF 240 - �t B-60 8-02 Soil Amendment CY 110 3Z - � S� B-61 8_02 PSIPE - Japanese Hornbeam EA 5 (Carpinus laponica) �i'�� `" Z! �5�0 �" Automatic Irrigation System, B-62 8-03 Complete � 1 ��� �� lS� �D � B-63 8-04 Cement Conc. Traffic Curb and LF 1,200 2-U Zy� �� Gutter B-64 8-04 Cement Conc. Pedestrian Curb LF 205 `i �� 8 8 r`" B-65 8-04 Extruded Cement Concrete Curb, LF 320 �`� �'—� y; � yU J Type 6 B-66 8-04 Type C Precast Traffic Curb LF 5 � Z 5 ��' B-67 8-04 HMA Berm LF 10 � �Q� B-68 8-06 Cement Conc. Driveway Entrance, SY 260 y3 - �/, /�0 - 3-Day B-69 8-09 Raised Pavement Marker Type 2 HpN 2 �� C�� 74� � B-70 8-14 Pervious Cement Concrete SY 675 �7 - 3 �� 7LS ` Sidewalk B-71 8-14 Cement Conc. Sidewalk SY 210 �f 7- �j � D' City of Federal Way RFB # 13-105 � Lakota Middle 3chool Safe Routes to School Page 29 2013 RFB ver. 1-08 � B-72 8-14 Detectable Warning Surface SF 45 ' G /'- � B-73 8-15 Quarry Spalls CY 8 �Gj� SW 312th Illumination System, ���_ B-74 8-20 Complete LS 1 2/ Q� - B-75 g_20 SW Dash Point Road Signal System, LS 1 Z%�� � Z7 / ��D - Complete 6-76 8-20 Interconnect System, Complete lS 1 Zg (S�i'D - Z8 �- B-77 8-21 Permanent Signing LS 1 ��U � % d75D - B-78 8-22 Plastic Line LF 570 Z�� � — B-79 8-22 Profiled Plastic Line LF 1,440 3'° S ��� - B-SO 8-22 Profiled Plastic Wide Lane Line LF 980 J�'= 5 39� — 8-81 8-22 Plastic Wide lane Line lF 1,150 �`D �(, 80 - B-82 8-22 Plastic Crosswalk Line SF 410 y� � 0- t�6 8-83 8-22 Plastic Stop Line LF 140 5= � U`" B-84 8-22 Plastic Traffic Arrow EA 17 I 5 5 Z� S�' B-85 8-22 Plastic Bicycle Lane Symbol EA 4 j�5 - 20- 8-86 8-23 Temporary Pavement Marking LF 2,250 . SO //2S' - B-8� 8-23 Removing Temporary Pavement LF 2,250 .� � 1� 1 ZS ` Marking Subtotal Schedule B* - �5 ............................................ ............................. $lO�lO(oU — Total Project* Z� ..............................................................................................................................$ / �oq ZG� — * All applicable sales tax shall be included in the unit and lump sum bid price per Section 1-07.2(1) and WAC 458-20-171. City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 30 RFB # 13-105 2013 '' � � � Aitachment D BID SIGNATURE PAGE Date: �l ia l i 3 The undersigned bidder hereby proposes and agrees to deliver the equipment and/or services pursuant to the Lakota Middle School Safe Routes to School and comply with all other terms and conditions of the contract and bid documents of RFB 13-105. No bidder may withdraw his/her bid for a period of ninety (90) days after the day of bid opening. The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (5%) of the total amount will be delivered to the City. The undersigned individual represents and warrants that he or she is dully authorized to execute the bid and all bid documents on behalf of any partnership, joint venture or corporation. Corporation/Rartn�rsfiip/�ivit�i � (De%te Two) lJ ' City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 31 -ONS tNC. Comp . By: (Signature) IU.i .�I�I �-TU, . (Printed Name) Its: �1 � w� � �' Y �� (Ti�e) y�22r,{- v�luller �d � I Gi..�c�t.. I� °i 8�-F �� (Address) C���i?.z- C��(� (Telephone Number) RFB # 13-105 2013 � , � � Aitachment E BID BOND FORM Herewith find deposit in the form of a certified check, cashiers check, cash, or bid bond in the amount of $5% of Bid Amount, which amount is not less than five percent (5%) of the total bid. BID BOND KNOW ALL PERSONS BY THESE PRESENTS that we, Tucci & Sons, Inc. , as 1 Principal, and Travelers Casualty and Surety Company of America , as Suret�r are hel�l �nd firmly bound unto the City of Federal Way, as Obligee, in the penal sum of F'"e P��"t �5'�> °f ota Amount of and _J100 dollars ($-------------------- ), for the payment of which the Principal and the Surety bond themselves, their heirs and executors, administrators, successors and assigns, jointly and severally, � by these presents. 1 LJ � r � � � � � , The condition of this obligation is such that if the Obligee shall make any award to the Principal for: Lakota Middie School Safe Routes to School According to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful perFormance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall in case of failure so to do, pay and forFeit to the Obligee the penai amount of the deposit speci�ed in the call for bids, then this obtigation shall be null and void; otherwise, it shall be, and remain in full force and effect, and the Surety shall forthwith pay and forfeit to the Obligee as penalty and liquidated damages, the amount of this bond. /� SIGNED, SEALED AND DATED THIS 12th DAY OF .lune Received return of deposit in the sum of $ , City of Federal Way � Lakota Middle School Safe Routes to School RFB ver. 1-08 , Page 32 . 2013 . Tucci 8 Sons, Inc. Princ'tpalm�cnaei r i uc� rresic Travelers Casualty and Surety Company of America Sure Karen J. Smith, Attorney-In-Fact Date: . 201 . RFB # 13-105 2013 WARNING: THIS POWER OF ATrORNEY IS INVALID WITHOUT THE RED BORDER ,,A� POWER OF ATTORNEY TRAVELERS� Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. TY�avelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney-In Fact No. 218993 Certificate No. 0 0 5 3 313 2 0 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company> Traveler.s Casualty and Surety Company, Travelers Casualty and Surery Company of America, and United States Fidelity and Guazanty Company aze corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guazanty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guazanry Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Karen Ingram, Karen J. Smith, Julie Craker, Thomas P. Hentschell, Leslie A. Parks, Brad Roberts, and Joanne Reinkensmeyer of the City of Tacoma , State of Washington , their hve and lawful Attorney(s)-in-Fact, each in their sepazate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances; conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guazanteeing the fidelity of persons, guaranteeing the performance of conuacts and executing or guazanteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNES5 WHEREOF, the Companies have caused this instrument to be signed and their coiporate seals to be hereto affviced, this day of January 2013 Farmington Casualty Company Fidetity and Guaranty Insarance Campany Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company 14th St. Paul Mercury Insurance Company 7Y�avelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company GhBU,�� yp\RE 6 `*N.!NSU Pj {NSUqq JP�fY ANpe 1�--.ryL �Y� rr� TF. � �'i QO: = • 9.� J:• •.., ti P° � 9 � �3 �b° � � � � m �i��pv�R��F m m¢�'eA�ORqrf °�� ° s� � i � � �+ t 9 a x o � 1977 � i . a: �_ . �- � Hnar�ar�, t o�`aa,. rt� 189e � ��:�S�a �� 1951 � �:SEAL��o� �iSBAL:'i � W �' o � O ~s c°� �r . .... a _ o:••..... .: � �d° 'b �*� � � ►''� � �� � � � n.� C� lq � �N'1,�• !y �' *A bt � �� � �1� State of Connecticut City of Hartford ss. By: Robert L. Raney, enior Vice President On this the 14th �y of January 2013 before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guazanty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guazanty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized ofFicer. In Witness Whereof, I hereunto set my hand and official seal. '�6•�� My Commission expires the 30th day of June, 2016. � p�`�p * �� 58440-8-12 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY `�'(� c�n;v�► e . � Marie C. Tetreault, Notary Public WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boazds of Duectors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guazanty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attomeys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Boazd of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Execuuve Vice President, any Senior �ce President or any Vice President, any Second �ce President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attomeys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FiJRTHER RESOLVED, that the signature of each of the following officers: President, any Executive V'ice President, any Senior Vice President, any Vice President, any Assistant �ce President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident �ce Presidents, Resident Assistant Secretaries or Attomeys-in-Fact for purposes only of ezecuting and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guazanty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insu;ance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surery Company, Travelers Casualty and Surety Company of America, and Uaited States Fidelit}+ and Guaranty Company 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 in full force aad effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this�� day o��i�ZG.— , 20 � �� � Kevin E. Hughes, Assistant Sec tary GI�6UA �� VF\0.E6 �P1��NfG �INSVq Pb�Y�O �1i�'-40 �ryW•� (�, M p.�"'.... 9 Jp..........:9 qj� J � L ! � f�fORGOR s G:' .'Ln up G,D 't' O�j� � � ��� �� - � i �(" �t�,es'� �v/�pRFwRA)f'`'�° w � �j � 1982 0 �l. j� �; 'o ��� WNk' i� 'J' �� q, . �L � • � 1951 • �.SEALjo SSAL,•'� ,� � � �y'�c�'_�D � i�� t.s o°� �d�.........•,.a! > � �y � �N L�ANGE /S.AN'� �ip...._....�+a° sdr � �P�s AN) To verify the authenticity of this Power of Attorney, call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney-In-Fact number, the above-named individuals and the details of the bond to which the power is attached. � � � � r i , 1 ����� Cit}� of Feder�+l'J�jat- ��A� 333? 5 8th A`-enae S Fe�er.al C4'Ay, ti�'A 980d3 Attachment F Loc�l �gency Subc�ntractur List Pre�+ar�d m avr�aar�ae wit�h �1'Y 39.30.Qfi0 as amendeei To Be �SUbmitted with the Bid Prop�ssai Proj�ct Na►�ie L�.KOT� A�DLE S�'HOC�L S,�F"E ROUIES Tt� S+C�i003. failurc to lis# subconhaators with wiwm the bidder, iF avs►anded ibe oontract, w� directly s�c�ontract ibr �erformance af the work af heatir�, v�nt�atian and a'v aonditionin9. P�++��8. as descrr'2�ed "er Gha�ter i8.106 RGW, and ele�rical, as described in C?wp�er 19�B RCW or �amine more tl�an one subcontrac�r Eo perform U�e s�ne wa�ric w71 result ua your ts'sd being non-respnnsive and tt�erefore vaid. Subcantr^ac6or{s) w�h vAiama the bidder wili t�cUy st�antract tk�t are proposed �o perlvrm dhe wrark of heating. vent'iaiian srad air c�n�'�iorting. Plum�ng. as descnbed in Chapter i8.1fJ8 R�VW, �d electric�l as des�x�bed 'm C�hapter 99.28 RCW must t�e Gsted betow_ Tiie worlc Uo be perF�med iz to be 4sted be4ow ihe sa�boorrtrac�aar(s) nasa�e. �1 ''. ee�( 11.' � f• "r tY:.i �l"+ � Ii.- It �:l' .� 9��t�.1 '.� al ,�Le.l. l�!�t�f.��• Y i K� !' 1_•,�� 1.+ • n�c r .� ..�. t. ��cvir.� «;��� •,�. �.- - - ��ir�.� n .i �.i.- •.�. -.i:: ci��,=, '�� �illli�• '+1 �t_" ' IL.iI " '�� ♦ Ikl.�� �l S�_ _�;1 �f- �t• �.31:� .11 f.�: •:4 �C � ill�H.�� .fC�l al.- •1 � " sWbcaor,trat�or Mame ii+�NVU El e�ir� e, 'IiWork 1c be Perfo�m!ed ��e C%�� �� � --- �sc«,m�ac�. rta�,�e Work � be PertaQmed 5ubcqntrachr�r Wame V�ttak tn be P�rioQm�d 5ubcs�trass�nr Mam� 'tYMcxlc io be PerimUmed 5�tracG�x Name 1M1'�k �Cr be Perfi�rmed ' B�ddea s are rootified t?�at is ttue op'arri�i of ttge er�fouaemerrt agency tl�at �1+C � rt`etal aorm� j�a�cii+on boxes. e�tc. a�r consadered eieclrics! equ�pmerat arnd ih�etore cx�rrts�dered part af e3edrir.al wortk. eaen iF ttte �staNatrov� is fior Tvlt+re uss and rno w6ring ar eFectrec�l curr�ent is �cormect�d d��rirtg t�e prv�ect. SR City of Federal Way Lakota Middle School Safe Routes to School RFS �er. 1-os Page 33 OOT FomYfKlfs�►EF tOeyMptl 0111�Ci2 RFB # 13-105 2013 i� � r � � L Aftachment G City of Federal Way COMBINED AFFIDAVIT AND CERTIFICATION FORM Non-Collusion, Anti-Trust, Prevailing Wage (Non-Federal Aid), Debarment, Eligibility, and Certification of Lawful Employment NON-COLLUSION AFFIDAVIT Being first duly sworn, deposes and says, that he/she is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself/herself or to any other person any advantage over other Bidder or Bidders; and NOTICE TO ALL BIDDERS ON PRO)ECTS INVOLVING THE U.S. DEPARTMENT OF TRANSPORTATION (USDOT) To report bid rigging activities call: 1-800-424-9071 The U.S. Department of Transportetion (USDO� operates the above toll-free hotline Monday through Friday, 8:00 a.m. to 5:00 p.m., Eastern Time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the hotline to report such activities. The hotline is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected; and CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice, overcharges resulting from anti- trust violations are, in fact, usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from anti-trust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception; and PREVAILING WAGE AFFADAVIT I, the undersigned, having duly sworn, deposed say and certify that in connection with the performance of the work of this project, will pay each classification of laborer, workperson, or mechanic employed in the perFormance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and forgoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief; and City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 34 RFB # 13-105 2013 ;� � � � �_ ± � � , DEBARMENT AFFIDAVIT I certify that, except as noted below, the firm, association or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past three (3) years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or ofFicial misconduct within the past three (3) years. AFFIDAVIT OF ELIGIBILIT1f The Contractor certifies that it is properly licensed and registered under the laws of the State of Washington and has not been determined to have been in violation of RCW 50.12.070(1)(b), RCW 51.16.070(1)(b), or RCW 82.32.070(2) within the last two years. The Contractor further certifies that it has not been determined, within the last one year, to have committed any combination of two of the following violations or infractions within a five-year period: (1) Violated RCW 51.48.020(1) or 51.48.103; or (2) Committed an infraction or violation under chapter 18.27 RCW. CERTIFICATION OF LAWFUL EMPLOYMENT The contractor hereby certifies that it has complied with all provisions of the Immigration and Nationality Act, now or as herein after amended, 8 USC Section 1101 et. seq., and that all employees, including subcontractor employees, are lawfully permitted to perform work in the United States as provided in this agreement with the City of Federal Way. FOR: Non-Collusion Affidavit, Assignment of Anti-Trust Claims to Purchaser, Prevailing Wage Affidavit, Debarment Affidavit, Affidavit Of Eligibility, and Certification of Lawful Employment. Lakota Middle School Safe Routes to School ���������,,,,�� .� Subscri 6 0. ,'�,1�.,,....`^'�rj►� :. : J..� ��.,�.,� :. � y .� ,. : • . ; • �, �pTARY : , i ' ..� • �-G = ` _ " � : PUg`� ; , : � . ., ,� , � �= `�` '••. �-a • .,•' , ;�l,� •...�,,,,.� �.. -, . .�. �� ��+�e����������,�,�.,.w �.; ... City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 r, Na e Bidder's Firm Michael F Tucci Presider�t Signature of Authorized Representative of Bidder me this (� day of zob� ` �u.tdn G. D 7►� ,� nnted/typed name of notary) �iotary Public in and for the Sta of Washington My commission expires: 10 �! L Page 35 RFB # 13-105 2013 �� � � ,� Aitachment H CONTRACTOR'S COMPLIANCE STATEMENT (President's Executive Order # 11246) Date: ��12��3 This statement relates to a proposal contract with the City of Federal Way named LAKOTA MIDDLE SCHOOL SAFE ROUTES TO SCHOOL 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 Exec tive Order #11246 (regarding equal ernployment opportunity) or a preceding similar Executive Order. City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 By: Its: Page 36 TUCC & SflNS, tNC. Name of i er Signature Michael F Tucci PresideM Title � ti1� cn��a l le� I��- c I� �,��� 1,�� Address RFB # 13-105 2013 � � , , ' � � � ' ' �� � � , Aftachment I Disadvantaged Business � �� Enterprise Utilization Certification Ta be �1igible fsu aRnar� of Ons contraci the bidder must fii out and submit, as part ai i� 6id proposal, tt�e iollowig Dis�vaeNaged Business �nberp�ise U4lizalion Cerflficatism relat+r�g t� dlis�vantaged Business �rNerprise (D6� requiremenls. The Go� Aperacy shaB consider as non-respensiue a�d stw� tejess;t aevy b�d proposal that does nat carit� a QBE Cert�fifiratian wh'w.�h prope�ly der�a�straEes Fhat 1he bidder»ii meet 5�e f36E pxticpa�ticm rec�remen� i� cme of the manners pmvided fa� in tlhe prvposed � The Bidder must submit good faalh efroR docum�on whhin 48 hours aE bid veemno oNy in d►e eventthe biddePs ef�rts to sdiczt suRc�ent DBE partici,pat�on has be�+ unsuocessful. If subn+i�ting a ga�d faith e6foit bidder needs to check Bwc 4 agrPeing � subrrvt good faith eifixt witF� 48 ho�vs. The suocessi� bidders Disadvan➢ape Buzine� EMerprise UliI"vation Certifica6on shar'be deerr�! a part aF the resul9ig cantrad. Irdvns►adi� ai certified firtr�s is aval�le fr�+ 06dW�. telephone 34t3�i'i4-QT50 � Tall Fnee 3-888-208-1084. '/�� � ��UV V� • � � ' certifies That !he Disadvantaged Bu�ess EnEerprise (�BE) �t� PlameaCB firm5 fisied below have been cantar�ed r+egarding parOoipaGa� an Ehis pr�jec�. tf triis bi�� is suacess�i cm eriis ;{xagect and is a�rded 1he contract. x shall a5sure d►at suboentracts or sup�ly agr�nents aie exacxtted v�itl� those fm�s vrhvs �'AmourR ta he Applied Tawands Goar is liste�d. (IF n�ecessary, usE �ditional 5heet) GaNenn 1 �unn 2 ' GGolenn 3 �� d " Froject Role /4�rwent to Name of QBE ��tvw�. s�ca�sda� Descxiption of Wark be Applimd C�ertficc�te Nu� r�ar, � Toward� 6oa1 ,. W S 5��b 5����j� � 2y G� ' D3Ah��ar99�Z Z- ll�iw � �IG ,G Sit� �%�/lG1I CD.<�C�I4y ��9� �ii�7 D "titb OG � 3. � 4. S. S. 3. 8. 0. 1�. a153�1f3fl� BUSiflE55 E11oH�iflSE �11A �: � � QBE TQ� ; lo y�� �+�� � �n � n.... a ❑ B�, �y �+t me I�der s�Iny n►� mer a� ro saoat sum,�ei,t � paroclpaRlon nac deen wsucce�hi aiw yooA �Ite elbt �r91 oe 9mt 4&�W1NtleC Wthk� 4� hpls Ot d0 @pBnhg. • Regr�ar De�er aanu muec ne apprarea pnor ro e�1a r�nmat ay n,e oal�ce or E� +3ppaoe�rtY. waw,. �e oep9. u�rans�tanon, an ead+ coMraa. •, �e dne sedk�n �g DaE waAUap�br+ Twwara Meenng u,e c!aai• �n me ca�ct Doaianeirt. rn Tlp i�01�3�11� � YYI01�� �IYi 7Rqllt['�D OE�IOIIhE MhE'�YE( Of lMOi GIE b11� IHi I�Iflt ��. Ill �1@ 2Vtlli i1T a118�E� A11�f41�! bet�reai thls tolal arq tne sen c�ine Intlnte�t amou�s isied a�ove. then mie sitn d't�e a�mamds t�ea �a1 p�li a�0 uie iofal wlt be rt�lseo acmr�+91y. aar�uan tn encess m tne goaa �aie�'ei oe cansweiea v�urtary ar race$eutral parvcpamoR ;,R oo�r �armzrrass� rer.mm �rm+z City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 37 RFB # 13-105 2013 L_ � � ' , ' LJ � J� Altac�hmentl Cin of Fedaai tC�� 333'S 8th Acraue S Federal tCa►•. ti � 98�03 Local Agency Disadvantaged Business Enterprise (DBE� Written Conflrtnatton Document As �n aufhori�ed repnesenhtive of the Oisadv�ntaged Business Enterprise tDBE?. I confrm lhat w� have been Confiac0ed by the �terenced bidder wiM reg�rd �o the reterenced projeet and iFthe b�dder is awarded tha oontr�ct we wiN ent� into an aqreement wMh tl�e bidde� M partic�e in U�e �qect conststent wflh the hNortnaOOn provided in the bidders " upa,Tati«, cect�hcaoon. , Contrad r�e: LyKOT?11�ttQyDiF SCHOOL i�1FE P.OL'IES ?O SCHOOL �.��: TU[��_�.D N�, � C _� , �J r,l �; , CI ' ' , ' oe� � w�..: W��• COf�'f ��u �2,�1� j N� L1-G ,: :,: ,:' �Ji�:�l . i ,1. ' •Qw� :M�. •w.� � .F�—:.� � r.r. �.�,t�1n..... er.. r�F',�.1 !R� .:�i? T� BiwlCG RiJS ...`. ;.G�+:.'�..�.. `u... ..._. . o ._ ... .... . . ...... . . . _c:i:•."� A... .. .. S� ( Er�;w;., i.:: ::::+i.��::.�: . .. ..: . ,...:.. : , . ..,. ..: . ..�. _ .: w:� - , ._.. ..,,... _........ - �.:: ::��:�:. .,;r:r ... '- .�.i,�' ::2 � ... �YJiI A._�,y ,..J_:f:'...� C.T.. . •:.``_: �. . ..Cr �����:`.. v �'����i:/:r :�:�. . �:F;�..i{Xi. ' � � i �.: :i... r:t � ;y�. ..r ' SJRV�� 1� �O�J�ZUG71 � �� l � .:.:....,,. . _ .. _. _ ... ,�:�.. ; . ... � . . . . . _ � Z�i' �.�a.4.� Q(� v.r,1•. :-,. .. �:- ... ,•� .... � .....:_ ry_�.. l • .,_ -- - - ----- � ,_....,. I i..... ...... .. ....._.. ..... . _ . . , sF , . ... . • � �;; r :... .. � . .�.: r=�,�� .: , .. . , . �}S J u n. 12, 2013 9:17AM , ' Cia� of Fedaat R"a�' ' ��a'_) 3th:#;•epue S Fcdcral E�'�r. i� :� 98Q0: , ' ' ' ' ' , ' , ' , ' � � No, 4060 P. 3/3 Attachmentl Local Agency Disadvantaged �usiness Enterprise (DB�) W�itten Confirmation Docu�ent As an avUofi2ed representatire ol the D'ISadvantaged Busi�ess Enlerprise iDBE), I confirm ihal we have been contacted b� me �eferencea bidder witri regard W the referenced p�oject an0 if tha bidder is awarded 1he contract �re will enter into an agreement with U�e bidder to parlicipate in the project consietent with ihe infom�auon o�ovided in lhe bidders Disadvantaced Business Enterorise SJtili_ation CertiBcation. OR coheraet Tibe: IxKOT� r�DIE SCHOOY. Si,FE i!OL`IES TO SCHOOL ew�.rs e,��.s5 N�,�: �t c�i � f n I.�n c oB�,g B�s� N�.,,�: Amaya Electric DBE Sqnalure: OBE'sTilla: E8t1,ID3LOT p,�: 6/12/2013 The entries must be oonsisler�t witfi nhal is shawn on ilr bid9�r� Disa�va�ta�d 8usinel� Enterprise Utllizabon Cer�tiea�an_ Faiure to do ao will raeult in bid rejecCwn. See contrau pro�ision: Disavantaqed 8usiness Enferprise Condifiarr a/Award Pabcipation. DescripUoo of Worf:: �lectrical �l�' �CP�, � Anlount !o ue Applied Tov►�ds GoaL• ' City of Federsl 'UV'ay � Lakoca Middlo School Ssfc Routes to School R� r+er. I -08 Page 38 90T �r�r�a7c�1u�� R�B # 13-]OS 201� 1 Attachment K ' PUBLIC WORKS CONTRACT ' FOR LAKOTA MIDDLE SCHOOL SAFE ROUTES TO SCHOOL ' , ' � , � ' ' ' ' LJ ��I ' �J ' � THIS PUBLIC WORKS CONTRACT ("Contract'� is dated effective this � day of 201�. and is made by and between the City of Federal Way, a Washington municipal corpor tion ('�City or Owner'�, and Tucci and Sons, Inc., a Washington Corporation_ ('�Contractor'�. A. The City desires to retai� an independent contractor to furnish all labor and materials necessary to perForm work necessary to complete the Lakota Middle School Safe Routes to School located in Federal Way, Washington ('�Property'�; and B. The Contractor has the requisite skill and experience to perForm such work. NOW, THEREFORE, the parties (�'Parties'� agree to the following terms and conditions: 1. SERVICES BY CONTRACTOR 1.1 Descr�tion 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 Lakota Middle School Safe Routes to School project, including without limitation: installation of a new traffic signal with an exclusive all stop pedestrian phase at the intersection of SW 312th Street and 14th Ave SW with the additional features of curb, gutters, 8' pervious concrete sidewalk, planter strip, 5' bike lane, storm drainage and street lights along approximately 745' of the north side of SW 312th Street, and installation of a new traffic signal a the intersection of SW 3i2th Street and SW Dash Point Road with the additional features of curb, gutters, 8' pervious concrete sidewalk, planter strip, 5' bike lane, storm drainage and street lights at the intersection of SW 312th Street and along the south side of SW 312th Street from SW Dash Point Road to 14th Avenue SW ("Work'�, in accordance with and as described in the Contract Documents, which include without limitation, this Contract, Request for Bids, Bidder's Checklist, Instructions to Bidders, General Contractual Terms and Conditions, Bid Form, Bid Signature Page, Bid Bond, Combined Affidavit and Certification Form, Contractor's Compliance Statement, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit C, Certificate(s) of Insurance Form attached hereto as Exhibit D, Performance / Payment Bond attached hereto as Exhibit E, Title VI Assurances attached hereto as Exhibit F, 2012 WSDOT / APWA Standard Specifications for Road, Bridge and Municipal Construction, Amendments to the Standard Specifications, contract Special Provisions, FHWA 1273 attached as Appendix A, Standard Plans and Details attached as Appendix B, current Prevailing Wage Rates and Benefit Code Key attached as Appendix C and all other Appendices attached hereto and incorporated by this reference, (collectively the "Contract Documents'�, which Work shall be completed to the City's satisfaction, within the time period prescribed by the City and pursuant to the direction of the Mayor or his or her designee. City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 39 RFB # 13-105 2013 � � �� � � ' � � r � � � , � I� `� � � � , 1.2 Completion Date. The Work shall be commenced within five (5) days of receipt by the Contractor of the City's Notice to Proceed. Notice to Proceed is expected to be given on June 24, 2013. The Work shall be completed within 80 Working Days. All Work shall be completed on or before December 31, 2013. 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 Where: LD = 0.15C T LD = Liquidated damages per working day (rounded to the nearest dollar). C = Original Contract amount. T= Original time for completion. When the Contract Work has progressed to the extent that the Contracting Agency has full use and benefits of the facilities, both form the operational and safety standpoint, all the initial plantings are completed and only minor incidental Work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains to physically complete the total Contract, the Engineer may determine the Contract work is substantially complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the Date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining work as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. Liquidated damages will not be assessed for any days for which an extension of time is granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor from further obligations and liabilities to complete this entire Contract. 1.4 PerFormance Standard. Contractor shall perform the Work in a manner consistent with accepted practices for o�er properly licensed contractors. City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 40 RFB # 13-105 2013 � 1.5 Compliance with Laws. Contractor shall perform the Work in accordance with all 1 applicable federal, state and City laws, including but not limited to all City ordinances, resolutions, standards or policies, as now existing or hereafter adopted or amended, and obtain all necessary permits and pay all permit, inspection or other fees, at its sole cost and expense. � � �� � 1.6 Change Orders. The City may, at any time, without notice to sureties, order changes within the scope of the Work. Contractor agrees to fully perform any such alterations or additions to the Work. All such change orders shall be in the form of the Contract Change Order Agreement attached hereto as Exhibit °B", which shall be signed by both the Contractor and the City, shall specifically state the change of the Work, the completion date for such changed Work, and any increase or decrease in the compensation to be paid to Contractor as a result of such change in the Work. Oral change orders shall not be binding upon the City unless confirmed in writing by the City. If any change hereunder causes an increases or decrease in the Contractor's cost of, or time required for, the performance or any part of the Work under this Contract, an equitable adjustment will be made and the Contract modified in writing accordingly. � If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall, within five (5) days after receipt of a written change order from the City or after giving the written notice required above, as the case may be, submit to the City a written statement setting forth the � general nature and monetary extent of such claim; provided the City, in its sole discretion, may extend such five (5) day submittal period upon request by the Contractor. The Contractor shall supply such supporting documents and analysis for the claims as the City may require to determine � if the claims and costs have merit. No claim will be allowed for any costs incurred more than five (5) days before the Contractor gives written notice as required. No claim by the Contractor for an equitable adjustment hereunder will be allowed if asserted after final payment under this Contract. � � � � �I � � 1.7 Work and Materials Omitted. The Contractor shall, when directed in writing by the City, omit work, services and materials to be furnished under the Contract and the value of the omitted work and materials will be deducted from the Total Compensation and the delivery schedule will be reviewed if appropriate. The value of the omitted work, services and materials will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. 1.8 Utilitv Location. Contractor is responsible for locating any underground utilities affected by the Work and is deemed to be an excavator for purposes of Chapter 19.122 RCW, as amended. Contractor shall be responsible for compliance with Chapter 19.122 RCW, including utilization of the "one call" locator system before commencing any excavation activities. 1.9 Air Environment. Contractor shall fully cover any and all loads of loose construction materials including without limitation, sand, dirt, gravel, asphalt, excavated materials, construction debris, etc., to protect said materials from air exposure and to minimize emission of airbome particles to the ambient air environment within the City of Federal Way. � 2. TERM This Contract shall commence on the effective date of this Contract and continue until the � completion of the Work, which shall be no more than 80 working days to complete, and the expiration of all warranties contained in the Contract Documents ("Term'�. � � City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 41 RFB # 13-105 2013 � � � � � 3. COMPENSATION 3.1 Total Compensation. In consideration of the Contractor performing the Work, the City agrees to pay the Contractor in accordance with Attachment "B", Bid Form (which includes the Bid Schedule), which amount shall constitute full and complete payment by the City ('�Total Compensation'�. 3.2 Contractor Resnonsible 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. 3.3 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. , � ' � � � �J � � � �_� � 3.4 Method of Payment. The basis of payment will be the actual quantities of work performed according to the contract and as specified for payment. Payments will be made for work and labor perFormed and materials furnished under the contract according to the price in the proposal unless otherwise provided. Partial payments will be made once each month, based on partial estimates prepared by the Engineer and signed by the Contractor. Failure to perform any obligation under this Contract may be adequate reason for the City to withhold payments until the obligation is performed. Upon completion of all work and after final inspection, the amount due the Contractor under the contract will be paid based upon the final estimate made by the Engineer and signed by the Contractor. Payment to the Contractor for partial estimates, final estimates, and retained percentages shall be subject to controlling laws. � ��I�I�I. ��7 ] �� ; � yl • In all Contractor services, programs or activities, and all Contractor hiring and employment made possible by or resulting from this Contract, there shall be no discrimination by Contractor or by Contractor's employees, agents, subcontractors or representatives against any person because of sex, age (except minimum age and retirement provisions), race, color, creed, national origin, marital status or the presence of any disability, including sensory, mental or physical handicaps, unless based upon a bona fide occupational qualification in relationship to hiring and employment, advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. Contractor comply with and shall not violate any of the terms of Chapter 49.60 RCW, Title VII of the Civil Rights Act of 1964, the Americans With Disabilities Act, Section 504 of the Rehabilitation Act of 1973, 49 CFR Part 26, or any other applicable federal, state, or local law or regulation regarding non-discrimination. Any material violation of this provision shall be grounds for termination of this Contract by the City and, in the case of the Contractor's breach, may result in ineligibility for further City agreements. If this project involves federal funds including USDOT funds administered by WSDOT, the contractor agrees to the clauses contained in Exhibit E. City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 42 RFB # 13-105 2013 � � � � � � � t' � � � � � � � � � � �� 5. INDEPENDENT CONTRACTOR/CONFLICT OF INTEREST 5.1 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. 5.2 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. • ' , • :L_ ' � :_:�1 6.1 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. 6.2 Termination For Cause. The City may immediately terminate this Contract, take possession of the Property and all materials thereon and finish the Work by whatever methods it may deem expedient, upon the occurrence of any one or more of the following events: (1) If the Contractor should be adjudged a bankrupt. (2) If the Contractor should make a general assignment for the benefit of its creditors. (3) If a receiver should be appointed on the account of insolvency of Contractor. (4) If Contractor should persistently or repeatedly refuse or fail to supply a sufficient number of properly skilled workmen or proper materials for completion of the Work. (5) If the Contractor should fail to complete the Work within the time specified in this Contract. (6) If the Contractor should fail to complete the Work in compliance with the plans and specifications, to the City's satisfaction. City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 43 RFB # 13-105 2013 � l.�l � � �J � � � � � �� C� � � � (7) If the Contractor should fail to make prompt payment to subcontractors or for material labor. (8) If Contractor should persistently disregard laws, ordinances or regulations of federal, state, or municipal agencies or subdivisions thereof. (9) If Contractor should persistently disregard instructions of the Mayor or his or her representative. (10) If Contractor shall be in breach or violation of any term or provision of this Contract, or (11) If the Work is not being performed pursuant to RCW 49.28.050 or 49.28.060. 6.3 Result of Termination. In the event that this Contract is terminated for cause by the City, the City may do any or all of the following: (1) Stop payments. The City shall cease any further payments to Contractor and Contractor shall be obligated to repay any payments it received under this contract. (2) Complete Work. The City may, but in no event is the City obligated to, complete the Work, which Work may be completed by the City's agents, employees or representatives or the City may retain independent persons or entities to complete the Work. Upon demand, Contractor agrees to pay to the City all of its costs and expenses in completing such Work. (3) Take Possession. The City may take possession of the Properly and any equipment and materials on the Properry 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. .� u► ._� • 7.1 Contractor Indemnification. The Contractor agrees to indemnify, defend, and hold the City, its elected officials, officers, employees, agents, and volunteers harmless from any and all claims, demands, losses, actions and liabilities (including costs and all attorney fees) to or by any and all persons or entities, including, without limitation, their respective agents, licensees, or representatives, arising from, resulting from, or connected with this Contract to the extent caused by the negligent acts, errors or omissions of the Contractor, its partners, shareholders, agents, employees, or by the Contractor's breach of this Contract. Contractor waives any immunity that may be granted to it under the Washington State Industrial Insurance Act, Title 51 RCW. Contractor's indemnification shall not be limited in any way by any limitation on the amount of damages, compensation or benefits payable to or by any third party under workers' compensation acts, disability benefit acts or any other benefits acts or programs. 7.2 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, City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 44 RFB # 13-105 2013 � 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. � �� � 7.3 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. 8. INSURANCE 8.1 Minimum Limits. The Contractor agrees to carry as a minimum, the following insurance, in such forms and with such carriers who have a rating which is satisfactory to the City: (1) Workers' compensation and employer's liability insurance in amounts sufficient pursuant to the laws of the State of Washington; � (2) Commercial general liability insurance with combined single limits of liability not less than $5,000,000 for bodily injury, including personal injury or death, products liability and 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. 8.2 Endorsements. Each insurance policy shall contain, or be endo�sed to contain, the following provisions: (1) The City, its officers, officials, employees, volunteers and agents shall each be named as additional insured. (2) Coverage may not be terminated or reduced in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, to the City. (3) Coverage shall be primary insurance as respects the City, its officials, employees � and volunteers. Any insurance or self-insurance maintained by the City, its officials, employees or volunteers shall be in excess of Contractor's insurance. � (4) Coverage shall apply to each insured separately against whom claim is made or suit is brought. (5) Coverage shall be written on an "occurrence" form as opposed to a"claims made" or "claims paid" form. � 8.3 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 "D", which certificate must be executed by a person authorized by the � insurer to bind coverage on its behalf. The City reserves the right to require complete certified copies of all required insurance policies, at any time. � , City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 45 RFB # 13-105 2013 � 8.4 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. � � 8.5 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. � 8.6 Asbestos Abatement or Hazardous Materials. If asbestos abatement or hazardous materials work is perFormed, Contractor shall review coverage with the City's Risk Manager and provide scope and limits of coverage that are appropriate for the scope of Work and are � satisfactory to the City. Contractor shall not commence any Work until its coverage has been approved by the Risk Manager. � 8.7 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. � 9. PERFORMANCE/PAYMENT BOND � Pursuant to RCW 39.08.010, Contractor shall post a PerFormance/Payment Bond in favor of the City, in the form attached to this Contract as Exhibit °E" and incorporated by this reference, in a dollar amount satisfactory to the City; to guarantee Contractor's performance of the Work to the � City's satisfaction; to insure Contractor's pertormance 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. � � � � � � � 10. SAFETY Contractor shall take all necessary precautions for the safety of employees on the work site and shall comply with all applicable provisions of federal, state and municipal safety and health laws and codes, including without limitation, all OSHA/WISHA requirements, Safety and Health Standards for Construction Work (Chapter 296-155 WAC), General Safety and Health Standards (Chapter 296-24 WAC), and General Occupational Health Standards (Chapter 296-62 WAC). Contractor shall erect and properly maintain, at all times, all necessary guards, barricades, signals and other safeguards at all unsafe places at or near the Work for the protection of its employees and the public, safe passageways at all road crossings, crosswalks, street intersections, post danger signs warning against any known or unusual hazards and do all other things necessary to prevent accident or loss of any kind. Contractor shall protect from danger all water, sewer, gas, steam or other pipes or conduits, and all hydrants and all other property that is likely to become displaced or damaged by the execution of the Work. The Contractor shall, at its own expense, secure and maintain a safe storage place for its materials and equipment and is solely responsible for the same. 11. PREVAILING WAGES 11.1 Wages of Employees. This contract is subject to the minimum wage requirements of Chapter 39.12 RCW and Chapter 49.28 RCW (as amended or supplemented). On Federal-aid City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 46 RFB # 13-105 2013 � 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. L� � 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 RCV1l because of the definition "Contractor" in Chapter 296- 127-010 WAC, complies with all the requirements of Chapter 39.12 RCW. LJ � �� LJ � � � 11.2 Exemptions to Prevailing Wage. The prevailing wage requirements of Chapter 39.12 RCW, and as required in this Contract do not apply to: (1) Sole owners and their spouses; (2) Any partner who owns at least 30% of a partnership; (3) The President, Vice President and Treasurer of a corporation if each one owns at least 30% of the corporation. 11.3 Renorting Rec�uirements. On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the Engineer the following for itself and for each firm covered under Chapter 39.12 RCW that provided work and materials of the contract: (1) A copy of an approved "Statement of Intent to Pay Prevailing Wages" State L&I form number F700-029-000. The City will make no payment under this contract for the work perFormed until this statement has been approved by State L&I and a certified copy of the approved form has been submitted to the City. (2) A copy of an approved "Affidavit of Prevailing Wages Paid," State L&I form number F700-007-000. The City will not release to the contractor any funds retained under Chapter 60.28.011 RCW until all of the "AfFidavit of Prevailing Wages Paid" forms have been approved by State L&I and a certified copy of all the approved forms have been submitted to the City. The Contractor shall be responsible for requesting these forms from the State L&I and for paying any approval fees required by State L&I. Certified payrolls are required to be submitted by the Contractor to the City, for the Contractor and all subcontractors or lower tier subcontractors. 11.4 Dis utes. In the event any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be resolved by the City and the Contractor, City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 47 RFB # 13-105 2013 � 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. 12. 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. ►_.! 1 �� � � � LJ � � � � :_ ' • � • u __ � All originals and copies of work product, including plans, sketches, layouts, designs, design specifications, records, files, computer disks, magnetic media, all finished or unfinished documents or material which may be produced or modified by Contractor while performing the Work shall become the property of the City and shall be delivered to the City at its request. � � � si Any records, reports, information, data or other documents or materials given to or prepared or assembled by the Contractor under this Contract will be kept as confidential and shall not be made available to any individuat or organization by the Contractor without prior written approval of the City. : • • , _ � � ; • ; � 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. E���l � ��1i l�l:i 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 faits 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. � � • � � � • � � : � • � � ; � ' � � �'� �4-�_�'� 17. i Contractor Verification. The Contractor verifies that it has a certificate of registration with the State of Washington; has a current state unified business identifier number; is not disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); has industrial insurance as required by Title 51 RCW, if applicable; has an employment security department number as required in Title 50 RCW, if applicable; has a state excise tax registration City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 48 RFB # 13-105 2013 � 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. � � � � � 17.2 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. 17.3 Subcontractor Verification. At the time of subcontract execution, the Contractor shall verify that each of its first tier subcontractors meets the following bidder responsibility criteria: Have a current certificate of registration in compliance with chapter 18.27 RCW, which must have been in effect at the time of subcontract bid submittal; Have a current Washington Unified Business Identifier (UBI) number; Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); Have Industrial Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW, if applicable; A Washington Employment Security Department number, as required in Title 50 RCW, if applicable; A Washington Department of Revenue state excise tax registration number, as required in Title 82 RCVU, if applicable; An electrical contractor license, if required by Chapter 19.28 RCVV, if applicable; An elevator contractor license, if required by Chapter 70.87 RCUN. _i_ �, ' : • � • ► 18.1 Entire Contract. The Contract Documents contain all of the agreements of the Parties with respect to any matter covered or mentioned in this Contract and no prior agreements or understandings pertaining to any such matters shall be effective for any purpose. 18.2 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. 18.3 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. � � � � 18.4 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. 18.5 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. 18.6 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 Parly City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 49 RFB # 13-105 2013 � shall pay all its own attorneys' fees, costs and expenses. The venue for any dispute related to this � Contract shall be King County, Washington. 18.7 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. l�1 � � �� 18.8 Governing Law. This Contract shall be made in and shall be governed by and interpreted in accordance with the laws of the State of Washington. 18.9 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. 18.10 Notices. Any notices required to be given by the City to Contractor or by the Contractor to the City shall be delivered to the Parties at the addresses set forth below. Any notices may be delivered personally to the addressee of the notice or may be deposited in the United States mail, postage prepaid, to the address set forth herein. Any notice so posted in the United States mail shall be deemed received three (3) days after the date of mailing. 18.11 tions. The respective captions of the Sections of this Contract are inserted for convenience of reference only and shall not be deemed to modify or otherwise afFect in any respect any of the provisions of this Contract. � 18.12 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. � � � 18.13 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. 18.14 Conflicting Provisions. In the event of a conflict between the terms and provisions of any of the Contract Documents, the Mayor or his or her designee shall issue an interpretation of the controlling document, which interpretation shall be final and binding. DATED the day and year set forth above. � ATTEST: � � City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 CITY OF FEDERAL WAY By, �. Skip Priest, Mayor 33325 8th Avenue South Federal Way, WA 98003-6325 Page 50 RFB # 13-105 2013 � 1 � � City Clerk, Carol McNeill , CMC � � ,� � � � � � � �� APPROVED AS TO FORM: � / / City Attorney, Patricia A. Richardson By: STATE OF WASHINGTON ) � ) ss. COUNTY OF � ) � l��N�N � ,,�....., j� � ' 4 .,� . (SignaturL) ' r.� ' �'. , � :�'� ,' �; Mid�aehF't��i P� �, ;�'�t� �, � �'��.' `, . .. (Name) �:; ; • '. ,� . :��n��.� ••, �'t�►A�cC1 & SQH�, INC. `�� GG�//a� ,E.�.�/- /��n-►.,. !�� (A dress) J�''��3 �� 922-1iG 7�0 (Phone) On this day personall appeared before me �� . to me known to be the �,�'ll f o $hat executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. GIVEN my hand and official seal this� da of 20 � ' ,,��„��.... ,••`�gp,N C �''••, s �sa� .�-,, f�i ��1 ,• , ,..... , �.• h,,,•�w++�' • -,�.��: (typed/printed name of notary) ' � NOTq�' =� ' Notary Public in and for the State of Washington. ;:.,� ��Y ;,. .:. ` My commission expires � o � c �� �l :�=pUe�.i�c �• . .• ; �i � ,'0����i�r,',, ��,,� . .. ��/ M � ,,� . rr ' ��''��........�����, City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 51 RFB # 13-105 2013 {b' j ••, . ',_ , . r .. , , � . �I • J •.• i.� .� ` �' !�� E . � tiLC. �:i�'I�'..�� �'a";q j i a 1. ��� ,���`� �► �� �,� �,� ,,,.,,,,,,,,., ••' � � Nq� `'� . , � •. `; ,,,.....,. . • � M(M@Pe � /f : A� ' �°, *+','; . ?,.�. ; + _ �,��� " � � ' � ' : ,. : : �,..� • f►� . , = ' ': � 1 1 ��.a •� � : ..,�:«.;,�. ;�Q.. : ,�,.,�' ., `` ,�3 '�� wi . ''���������'`` � � ���rr:il nr�•tacl [0 h.�t7. 1�oLing►c�u 9�,olh � p6PpRm9ulo�R9v9nun R�bir rio.ke $a*inu FKJ �CP: ' �'� f •1 tiMma a 71A kttJ-•i •1!` F�4X � Al'�l•i 4' �3 Pri{�(ccr.v.L.po: � � EXHIBIT A wr,h;.8h:n 91mo � � - Dauarlmaut����� �� Lm„cifas Canra�t Rs saea F'S} UOOi 4•1Lr4 fUSRFIG '1YA 3�aN:•MY+2 Fh?S :?iY.�;iui •:Y9 � CcnleMicl3v,_21� n:wa.ga+ hUTtC:N: UH� ��U�i��.N. �'1�)Iti t�l�� YLIiLIC 4�'+�a�� Ci�h7�lt.�t:�r C.ontri�etar"s L�13I lYno�ber; n��p: \A]�ie & Addre�3! nf Fnhlic ,i eac� 11a rtmr.ni 1'wr t�sl CI'I'Y s.1N NI•:171?IiAI.'h•.�Y A�si,qncd tif: 3_�32� 51'SI.�it�T:TMT�.?F. c, F�F:���:it.�i, v�'.4Y'. ti4•,� ���oo:; iyAr� �;,�4mtt�.: :Volet�e i. �,*i�h redu�rti�� �u li��: � elfp�r o caw�raer nr �r.scri6erf [•e�aw IProJ cct r amo 'n �� r�� �•1 ,� r�� tier �� er : ontrac n� Lfkcaa hii.�rLic ti:ha�l5afe Kc±Lues tis S;:lwul _ I�'es . I No lVirincinv ctif Slt' 31 ��h �'i b�lxerii S'h� D�3]! PDi1S[ ii.oed �u.: I•1th Avv^nuc �1�'. Netiti• sigr�i] al inlclsac�i�'.L ul $�1` 31�1L Si .mcl 1�1cF r�+�c S: re�lus;e ai�n�l a1 inl�'S4s4'��JLtiII l�t �J 5Y' �1�ili 1'oin� KnHCI and tiu� 3l�lh �tnrrl. it�l�ll:.lt+in t(� ;.Urt+: �nttrr, i�dt`�i�Alk, i�alnxr .r•.r.t� irri<,saliun, aLr.x;l liehl s. t�]�sdtlCli•r�( i4;n r� I � �tY174riS4L .�4l�IlYLL'1� a�k;�w:�.i4�15S �+ j KCL�LICL1i7LITi f - } �U tF�L�Ots I .�mcrunl uCSo:rs �.�x I+.1icl �.l SI .•-�,rns rAn� sral��� rirrx .:cd :. bcc���kuJ 1 XI'1',4 L Plr.nxr !.i,�l ,� 11 Rul►cnul rnctnrs Relna•e � � Q.Q�� � .1 Gll:df1X5L� �}YTY]51�,,�Ca � �. h�[[0.7lili� �18f?W:34;4� � � Q,[IQ ATlISt]Ill fCClLL1i1C� � y �1.IH? $ I1.IM1 'IYI'1'A1.5 �-� �4'Uf'�:• 7'/�rse trix� tr�tufs nurr�tl+,r• Fyua! M�.��_ 47�?etl4�.�:��:� ��i�lllt[ludd illl rS�C 3 City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 52 RFB # 13-105 2013 Picnsc I.isi all Subcontr�ccary liHotiti : S'.yL'v��lel,;Tn'�3 �7LTY_G: ��F�il �LLT.IFIC:: �1f=i:l�ri: I!}{iF'knm-r.; _,. n ._ .. . _._ s�,� , ,_ - x.. � _ -i €'rio-jac:l is iwi ��hjccr. r,r� tax Isxa�.ise it's F'ublic I[c�aJ, Tt�.: p�i'torir.ancc lxu.dir_•�; 4�m�wny�. Tr�.•�le:r„ h�c c�i:cn r.vcr :hc rrr�ja.-t. Ye.- K.i�o 17r.�•n at VLr.'� ��I�I�. 1I11.ti' 11{}L!L'G 15 Pil1 P>i}�]i�=d3 Ih�t thC C'i�� macl:: •ati C.cxir.lru4t �uuia�•uy. 7lu p�i�ICC[. �-S ��.�-. r.nm��l4'�Y' �� £ 1 n3 ,4i 6,?i4 i� rc:h ai n in;; crn thc ccn� ir iwt. TL� bt•nd; a_r•. : n r..lxin, • t�•� I I hir� a i_�w ccudY<141or. 1'li,� n�.�� r.nnr.r�r.tnr a° I I t'.:c i::t�nli�f t-ICIr'7�r119 F.11{� WI�. I7C CGS}?iSLl51k'14; C.�r 1,iY ��.SGf'�tIIlElio�ti�. �.��th l�f)k_ l:��lrt��l Na_Lr: 11'lr' I: n:�i I.�ldi CSt. 1' 6.nir. Nunikx:i : Ifi,r:•.ssi�t:•tww •h:lh iny� .��u;tinr.s,Pl:�;:.cx�ulr:::k D:`.7.1� ;-�til]] 7_5-i��ss pt�•44rauor.+��a a:Jv [ h�l {?�i1F94�-z'��+� 4v�di�i4',i�G �AS•u',�;.Ini.•�•s_;em• L.S.D �}6��7 4i12-+��ku ruhl,c�.��cnk�r:� r�J Lti•:..����• FO[ S8Y 9ydLalPr::p � ir 1:, rr.t��.uCyl 1 hi+ :1 �_LL�tic �: in sn aJscron:-1'r�r�-�:7�, L,�,i 6,i �r. �: �I,: r. Svc. gr.v or �all ]-?r�r:-►i3--?'44 '�'t�lrl}��r fT'TY) r.s.:x ui�ycall t�dUl 'li�.b' I� f•�.�S.r.�sKr.�•.i �:1ni411 y IiI.�Y yI'J.L�L'.I4�.I:L�1 City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 53 RFB # 13-105 2013 � EXHIBIT B � CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT PROJECT NUMBER PROJECT TITLE CHANGE ORDER NUMBER SUMMARY OF PROPOSED CHANGES: EFFECTlVE DATE CONTRACTOR The time provided for completion in the Contract is ❑ Unchanged ❑ Increased ❑ Decreased by Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ❑ No If °Yes" Will the Policies Be Extended? ❑ Yes ❑ No PRICE CHANGE LUMP SUM: INCREASE $ UNIT PRICE: DECREASE $ THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO. ITEM QUANTITY UNIT PRICE ADD OR DELETE TOTAL NEf CONTRACT: INCREASE $ DECREASE $ STATEMENT: Payment for the above work wi// be in accordance with app/icab/e portions of the standard specifications, and with the understanding that a// materia/s, workmanship and measurements sha// be in acco�dance with the pro�isions of the standard specifications, the contract p/ans, and the specia/ provisions gove�ning the types of construction. CONTRACTOR'S SIGNATURE City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 DEPT. DIRECTOR/MANAGER SIGNATURE Page 54 DATE RFB # 13-105 2013 DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER *AD�USTMENTS NEW CONTRACT AMOUNT AD�USTMENTS CHANGE ORDER ESTIMATE IS HEREBY PAY THIS ADJUSTED AMOUNT City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 55 *Adjustments: $ $ $ $ $ ❑ INCREASED $ ❑ DECREASED $ $ DEPARTMENT DIRECTOR'S SIGNATURE RFB # 13-105 2013 � � � � � � � �� EXHIBIT C NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGANIZATIONS NONDISCRIMINATION IN EMPLOYMENT TO: ALL EM AND TO: �it, (Name of Union or Organization) The undersigned currently holds contract(s) funds or credit of the City of Federal Way, contractor holding such contract(s). �� -�v�/ �i7- f with � �t' �'G� � involving Washing � n, or (a) subcontract(s) ith a prime You are advised that, under the provisions of the above contract(s) or subcontract(s) and in accordance with Section 202 of Executive Order 11246 dated September 24, 1965, the undersigned is obliged not to discriminate against any employee or applicant of employment because of race, color, creed or national origin. This obligation not to discriminate in employment includes, but is not limited to, the following: EMPLOYMENT, UPGRADING, TRANSFER OR DEMOTION RECRUITMENT AND ADVERTISING RATES OF PAY OR OTHER FORMS OF COMPENSATION SELECTION FOR TRAINING INCLUDING APPRENTICESHIP, LAYOFF OR TERMINATION This notice is furnished to you pursuant to the provisions of the above contract(s) or subcontractor(s) and Executive Order 11246. Copies of this Notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment. Complaints may be submitted to: ���'l �7Gl�,�dG City of Federal Wa 33325 8�' Avenue South Federal Way, WA 98003 City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 56 ,6�//� ��rG.���/��r� �' �n�i��,r.���r /G�LG�I ��/7S'. �iY_ _ (Contractor or subcontractor) �i.v 2�. ��.3 Date � RFB # 13-105 2013 City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 EXHIBIT D CERTIFICATE OF INSURANCE Page 57 RFB # 13-105 2013 � � , � � ' �' ' i� Client#: 24451 TUCCSONS DATE (MM(DDIYYYY) ACORD� CERTIFICATE OF LIABILITY INSURANCE 6/24/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR AITER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the poiicy, certain policies may require an endorsement. A statement on this certiflcate does not confer rights to the certificate hoider in Ifeu of such endorsement(s). PRODUCER ryp�EA Shawnie Goin Propel Insurance PHONE g00 499-0933 ac Na : 866.577.7326 AIC No Ext: Tacoma Commercial Insurance A�Egs; Icg@propelinsurance.com 1201 Pacific Ave, SUIt@ 'I OOO INSURER(S) AFFORDING COVERAGE NAIC i Tacoma, WA 9H4O2 INSURERA: ZUt'ICII-American Insurance Compa 16535 INSl1RED ,NSUr�RB: Navigators insurance Company � Tucci & 3ons Inc �NSUaeRC: Chartis Speciaity i�surance 4224 Wailer Road Tacoma, WA 98443 INSURERD: COVERAGES CERTIFICATE NUMBER: REVISION NuMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN iSSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OE ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED 8Y THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �� TYPE OF INSURANCE �� R � D POLICY NUMBER ���pY EFF M�ppY EXP LIMITS A GENERALLIABILITY X X GL0399266909 1/01/2013 01/01/201 EACHOCCURRENCE s1 000000 X COMMERCL4L GENERAL LIABILITY PREMISES EaE�rrence S 3OO OOO CLAIMS-MADE � OCCUR MED EXP (Any one peraon S i O OOO X PD Ded: � O�OOO PERSONAL & ADV IPIJURY ; � OOO OOO GENERALAGGREGATE SZ�OOO�OOO GEN'L AGGREGATE IIMIT APPLIES PER: PRODUCTS - COMPlOP AGG SZ OOO�OOO POLICY X PRa X lOC E A AUTOMOBILE LIABIUTY BAP399266$09 1/01/2013 07/01/201 � ge�e��SINGLE LIMIT 1,000,000 X ANY AUTO BODILY INJURY (Per person) S ALL OWNED SCHEDULEO BODILY INJURY (Per accideM) S AUTOS NON-0WNED PROPERTY DAMAGE E X H�RED AUTOS X p(�'�pg accideM E g uMe��uuae X occuR SE13EXC720942N 1/01/2013 01/01/201 EACHOCCURRENCE s5000000 X���$ ��'�`8 CLAIMS-MADE AGGREGATE SS OOO OOO DED RETENTION S WORKER3 COMPENSATION WA StOp G8p WC STATU- OTH- AND EMPtOYERB� unswrr A ANY PROPRIETORIPARTNERlEXECUTIVE� GL0399266909 1/01/2013 01/01/201 E.L. EACH ACCIDENT s1 000 000 OFFICER/MEMBER EXCLUDED? N N/ A (Mandatory In NHi E.L. DiSEASE - EA EMPLOYEE E� OOO OOO H yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POIICY LIMIT E� OOO OOO C Pollutlon CP01671517 1/01/2013 01/07/201 $1,000,000 Occurrence $1,000,000 Aggregate DESCRIPTION OF OPERATIONS 1 LOCATIONS ! VEtiICLE3 (Attaeh ACORD 101, Addklonal Remarka Sehedule, if more spaee Is required) RE: Lakota Middle School Safe Routes to School Project (RFB-13-105). The Clty of Federal Way and its offlcers, elected officials, employees, agents, and volunteers are additionat insured per the attached endorsement. City of Federai Way 33325 8th Ave South Federal Way, WA 98003-G325 SHdULD ANY OF THE ABOVE DESCRIBED POL{ClE3 BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEWERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE c 01988-2010 ACORD CORPORATION. All rights reaerved. ACORD 25 (2010/05) 1 of 1 The ACORD name and logo are registered mairks of ACORD #51165929/M1063211 KTR00 � , This page has been left blank intentionally. �I ' � � ' �� ' ❑ ' [l ❑ , ' ' C Addiiional insured —Aufomatic -- Owners, Lessees C}r �ontractors ' Policy No. GL0399266909 f 6ff. Date of Pol. Exp. Date of Paf. Eif. Date of End. 01/01/2013 01/01/2014 � 01/0112013 Producer Nn. I Add'1. Prem � �URICH� TH15 ENDC}RSEMENT CHANG�S THE POUCY. PLEASE READ IT CAREFULLY. Named insured: 7ucci 8� Sons Inc pddress (it�cluding ZIF Code}: 4224 Wailer Road Tacoma, WA 98443 This endorsement modifies insurance prQVided under the: Gommerciat General Liabifity Coverage Part A. B. C. Q Retum Ptem. Section 1t — Who Is An Insured is amended ta include as an insured any person or organization who you are required to add as an addifiona( tnsured on this policy under a written contract or written agreement However, if yau have entereri into a constructian contract or construction agreement with an additianal insured person ar organization, the insurance afforded to such addi�onal insured only appties ta the extent permitted by law. The insurance provided to the addi#ionaf insured persan or organization applies only to "bodily injury", "property damage" ar "persanaE and aclve�tising injury" covered under Section I— Coverage A— Bodily Injury And Property Damage Liability and Section i— Coverage B— Perscnal And Advertising [njury Liafotlity, but only with respect to liabifity for "bodily injury", "property damage" or "personai and adve�ising Injury" caused, in who[e or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of #hose acting on yaur behaif, and resulting directfy from your ongoing operations ar "yaur work" as inciuded in the "products-completed operafions hazard", which is the subject of the wrltten contract ar wr3tten agreement However, regardless af the provisions of Paragraphs A. and B. above: 1. We will not extend any insurance coverage to any additlonal insured persan or organiza�on: a. 7hat is not provided to you in ihis policy; ar b. That is any broader coverage than you are required to pravide to the additfonal insured person or arganization in the written cor�ract or w�itten agreeme�t; and 2. We will not provide Limits of Insurance to any additional insured person or organization that exceed the lower of: a. The Umits o# Insurance provided to you in this paltcy; or b. The Limits of Insurance you are required ta provide fi the written contract or written agreement The insurance provid�d to the sddtional insured persart or arganfzation does not apply to: "Bodily injury", "property damage" or "persona! and advemsing injury" arising out of the rendering ar failu�e to render any professional architectural, engineering ar surveyin� services including: 1. The preparing, approving or failing to prepare or approva maps, shop drawings, opinians, reports, surveys, field orders, d�ange orders or drawings and specifications, and 2. Supervisory, inspection, architecturai or engineering activities. ineiudes copy�ighted malerial of lnsurance Services Oiftce, Ine., wiifi its permission. u-c�.-� 17s-e cw �oar�2� Page 1 of 2 ' n ■ I ' �, E. 7he foi(owing is edded to Paragraph 2. Duties In The Event Of �ccurrence, Offense, Claim Or Suit of Section IV — Commerciaf Genera{ Liability Conditions: The additiona! insured must see to lt tha� 1. We are natified as soon as practicable of an "accurrence" or offense that may result in a claim; 2. We receive written natice of a clatm or "suit" as soon as practicab[e; and 3. A request for defense and indemniry of the ciaim or "suit" will pramptiy be brought against sny policy issued by another lnsure� under which the additfanal insured may be an insured in any capacity. ihis provislon does not apply to insurance on which the additional insured is a IVamed Insured, if the wriiten contract ar vuritten agreement requires that this coverage be primary and nan-coni�ibutory. F. For the coverage provided by this endorsement 1. The following paragraph is added to Paragraph 4.a. of the �ther Insurance Condition oi 3ection IV — Commercial General Liabiiity CondiBons: This insurance is primary insurance as raspects aur coverage to the additianaf insured person ar organiraNan, where the w►itten contract or written agreement requires that this insurance be primary and non-contributory with respect to any other policy upan which the additional insured is a Named Insured. In that event, we wi►i not seek coniribution from any other such insurance policy availabie to the additiona! insured on which the add�ional insured person ar organization is a Named Insured. 2. Th� foilawing paragraph is added #o Paragraph 4.h. of the Other insurance Condition of Sectian N— Commerciai General Liabtiity Conditions: This insurance is exc�ss aver. Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additiana{ insuced, in which the additional insured on ovr pnEtcy is also covered as an additional insured on another policy provi�ng coverage for the same "occurrence", offense, claim or "suit". This provision does nat apply ta any policy in whtch the additionai insured is a Named (nsured an such other poEicy and where our policy ts �equired by written contract or written agreement to provide coverage to the addiaanal insured on a primary and non- contributory basis. G. This endorsement does not apply to an additional insured which has been added to this pol€cy by an endorsement shawing the additionai insured in a Schedule of additional insureds, and which enda�sement applies specifiqtly to that idenbfied additional insured. All other terms and cond€tions of this policy remain unchanged. Inc�udes capytighted materiat af Insurance Services Offl�, Mc., with its permfasion. u-a�-� �7s-e cw Eaa��zy P�e 2 oi 2 Waiver Of 5ubrogation (Blanket) Endorsement Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer GL0399266909 Otl01/2013 01M1/2014 Propellnsurence � ZURICH Add'1. Prem � Return Prem. $ -r$ THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: If you are required by a written contract or agreement, which is executed before a loss, to waive your rights of recovery from oth- ers, we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other operarions in which the insured has no contractual interest. . U-GL.925-B CW (12/Ol) Page 1 of 1 � ' This page has been left blank intentionally. ♦ Bond No. 105950512 EXHIBIT E CITY OF FEDERAL WAY PERFORMANCE/PAYMENT BOND KNOW ALL PEOPLE BY THESE PRESENTS: We, the undersigned Tucci & Sons, Inc. ,("Principal'� and Traveiers casuaity and surety comPany of amer�ca�e undersigned corporation organized and existing under the laws of the State of C�nnectir.i�t and legally doing business in the State of Washington as a surety ("Surety'�, are held and fbrml .�on�Jed UntS th�.Cit�! of Fe�l�rai Way, a Washington municipal corporation ("City'� in the ne�i lo�] �ahx Hun red me housan wo penal sum of Hun red sixtvs�x ana 2si�oo----------------------------- Dollars and no/100 ($1.809.266.25 ) for the payment of which we firmly bind ourselves and our legal representatives, heirs, successors and assigns, jointly and sevecaily. This obligation is entered into an Agreement with the City dated , 20� for Lakota Middle School Safe Routes to School NOW, THEREFORE, if the Principai shall perform ail the provisions of the Agreement in the manner and within the time period prescribed by the City, or within such extensions of time as may be granted under the Agreement, and shall pay all laborers, mechanics, subcontractors and material men or women, and ail persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold the City, their officials, agents, employees and volunteers harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of the Principal, or any subcontractor in the performance of said work, then and in the event this obligation shall be void; but otherwise, it shall be and remain in full force and effect. And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on th(s bond, and it does hereby waive notice of any change, extension of time, alterations or additions to the terms of the Agreement or to the Work. The Surety hereby agrees that modifications and changes may be made in terms and provisions of the Agreement without notice to Surety, and any such modifications or changes increasing the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this Performance Bond in a like amount, such increase, however, not to exceed twenty-five percent (25%) of the original amount of this bond without the consent of the Surety. Within forty-five (45) days of receiving notice that the Principal has defaulted on all or part of the terms of the Agreement, the Surety shall make a written commitment to the City that it will either: (a) cure the default itself within a reasonable time period, or (b) tender to the city, the amount necessary for the City to remedy the default, including fegal 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 SureCy disputes the City's claim of default, the Surety shall notify the City of its finding and its intent, if any, to interplead. The Surety shall then fulfill its obligations under this bond, according to the option it has elected. Should Surety elect option (a) to cure the default, the penal sum of the Bond shall be reduced in an amount equal to the costs actually incurred by the Surety in curing the default. If the Surety elects option (b), then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The City shall return, without interest, any overpayment made by the Surety and the Surety shall pay to the City any actual costs which exceed the City estimate, limited to the bond amount. Should the Surety elect option (c), the Parties shall first complete participation in mediation, described in the below paragraph, prior to any interplead action. In the event a dispute should arise between the Parties to this Bond with respect to the City's declaration of default by the Principal, the Parties agree to participate in at least four hours of inediation in accordance with City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 5$ RFB # 13-105 2013 � ,' the mediation procedures of United States Arbitration and Mediation ("USA&M'�. The Parties shall proportionately share in the cost of the mediation. The mediation shall be administered by the Seattle USA&M office, 4300 Two Union Square, 601 Union Street, Seattle, Washington 98101-2327. The Surety shall not interplead prior to completion of the mediation. DATED this 24thday of June , 2013 , CORPORATE SEAL OF PRINCIPAL: PRI L Tu i s Inc. By: (Name of Person Executing Bond) Michha�el FTucc� P�esident �'' �•� " s � Its: a . ' '•�. a (Title) � ' • � � Y��IY� � 6/ •,�� , 4224 Waller Road .•,;,�,„r � . .•,�j���+�• ,:^ Tacoma, WA 98443 '�,�; •.,��,,•• � (Address) ♦.s..-......* � �� n. (253) 922-6676 (Phone) ; � � • ••'�': ._ I hereby certify hat am the (Assistant) Secretary of the Corporation named as Principal in the wit 'n bond• tha �.% �, who signed the said bond on behalf of the Principal, was _ of the said Corporation; that I know his or her signature thereto is genuine, and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. �i� Secretary of Assistant Secretary /N CORPORATE SEAL OF SURETY: ' City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 I ' Page 59 SURETY Travelers Casualty and Surery�ompany of America BY� ` -•rF,�, , rney-in-Fact •' �� ` .,•.,...,, �'.. �t (Attach Power of Attorney) � ��; � � �4 ' � , �, . Karen J. Smith ��e : �4.� .'r� ' (Name of Person c/o Hentschell & 621 Pacific Ave. #400, Tacoma, WA-984� (Address) (253) 272-1151 (Phone) RFB # 13-105 2013 � . .a #` APPROVED AS TO FORM: �� / Patricia A. Richardson, City Attorney City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 60 RFB # 13-lOS 2013 t , � .. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUTTHE RED BORDER ��I POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company lravelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. 1Yavelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company , I Attorney-In Fact No. 218993 Certificate No. 0 0 5 3 313 5 8 KNOW ALL MEN BY THESE PRESENTS: That Farnungton Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guazdian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guazanty Company aze corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Karen Ingram, Karen J. Smith, Julie Craker, Thomas P. Hentschell, Leslie A. Parks, Brad Roberts, and Joanne Reinkensmeyer of the City of Tacoma , State of Washington , their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other wridngs obligatory in the nature thereof on behalf of the Companies in their l�usiness of.guazanteeing the fidelity of persons, guaranteeing the performance of coniracts and execuring or guazanteeing bonds and undertakings required or pe�tCed in an�+ �ions ot �g�ceedings allowed by law. -� �� �M` ry��n' , � '� :. " � � �t yb _ ` ` 14th IN WITNESS WHEREOF, the Companies have caused this instn� to'be �,�gne� ai�d ttt�� corporate seals to be hereto �xed, this aay of January 2013 � ,� „ � Farmington Casualty Cq�t�i�i� ��� ,�,'��� �� St. Paul Mercury Insurance Company Fidetity and Guaranty�s'�1Cranc�,`�p�rpa� �F � Travelers Casualty and Surety Companj Fydelity and Guaranty Insur�e�Tnderwrlters, Inc. 1Yavelers Casualty and Surety Company of America ', � St. Paul �tire and Marine Insurance Company United States Fidelity and Guaranty Company �;�j�`� �. ��' St. Paul Guardian Insurance Company State of Connecticut City of Hartford ss. JyFIRE 44 ��N..�NSG pi INS4q9 JP�7VANpe Np� Y�. � � �Or•' � • 9 `v .:..............q, P �, � � � � ORVOR�>'� Qr' PORqj'':njn � 9� "� q � . .� m m� "' f;� F�� - f: n a HRHiFORD, t IMR�Pd� < �'••SEAL of "SSAL%i � �N. o � �� '7' �� � y_ ,,p � • �M! d�'" �'�'s � c°' �d�•........ A �a••. `nmx�E 1��.�..�..+� °'�"• ••• �� 'rb �s! s . AN +r..... '► � ,a IUN By: Robert L. Raney, enior �ce President On this the 14th �Y of January 2013 before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Farmington Casualry Company, Fidelity and Guaranry Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guazdian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualry and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guazanty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporauons by himself as a duly authorized officer. ' �,.TET In Witness Whereof, I hereunto set my hand and official seal. '� * fl� My Commission expires the 30th day of June, 2016. * p�`�d$ , � I' 58440-8-12 Printed in U.S.A. 1��L'li�IL�[�ii:I6�iI�i9�:i�73_`liii :7 T�I�aE9V19�1�1�� `('(� c�n;v�► e . � Mazie C. Tetreault, Notary Public INVALID WITHOUT THE RED BORDER . � This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boazds of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualry and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice Fresident or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemniry, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authoriry; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior V'ice President, any �ce President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Fazmington Casuaity Company, Fidelity and Guazanty Insurance Company, Fidelity and Guazanty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualry and Surety Company, Travelers Casualry and Surety Company of America, and Unit� �i�es Fi�`i�and Gna�+pnty Company do hereby certify that the above and faregoing is a true and correct copy of the Power of Attomey exewted by said Com��,��, �vhicq i� it�ll fo�e �effect and has not been revoked. � ' a � � � � �� � �� t " ii� � _ 9� N� � �° � �;w y � �, � � �. IN TESTIMONY WHEREOF, I have hereunto set my hand anc� � th� o�s ' ��� ��nies thi�% '" � day of �.w /t B , 20 !--/ � � �,��' '� °` � ��,��w�,, b ��i �.� � � � . , r"�� ; u�, d��'r °' ' � � �" � . e u� �' ��'�w� r�u � �,������" � z. n Kevin E. Hughes, Assistant S V ";�,r"•' JI ►M ���' ,� ..� ,, j,�: �.. �" � � � � �.;'" :, . ' .:• G�BU,� � il0. 6 �,N �M 1NSU �TYA a�k` :i 1�M1 �. . pa��7 _+n�y�p,o�"j l�L I � � y�? �Oi''.'. S'lj,y' �P�....... ,AqL p0�1P N�.G. : '. �,y . u aT - � f1 � � '^^^.Mn�tll z ��ARV�R���2� Yr�•G�F�RAff c„' 0 : i.. 1� . Z 1�� 0 1977 g � �i i"' z: ;^ W ; �''; � gb ' +y �F 1�1 ti o. �`.,SEALiAo" �+�38�L:'i° � , 3 ,�f ��l] �al � �N � � SliF f d......✓a O. .. .� �� � Y' MN� ts.�,N� jp,.._.. ;F .:b . +�"' . A/N � � �:.-. .. ,�a. �`:. r' a r '' . . �'+ r t ��g >a rsbond.com.,�e �ey-In-Fact number, the To verify the authenticity of this Power of Attomey, call 1-800-421-3880 or contact us at above-named individuals and the details of the bond to which the power is attached. � � ' � �� �9 �' �� � � EXHIBIT F TITLE VI ASSURANCES During the performance of this contract, the contractor/consultant, for itself, its assignees and successors in interest (hereinafter referred to as the "contractor'� agrees as follows: i. Compliance with Regulations The contractor shall comply with the Regulations relative to non-discrimination in federally assisted programs of United States Department of Transportation (USDO�, Title 49, Code of Federal Regulations, part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this 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 �e 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, seac, or national origin. 4. Information and Reports The contractor shall provide all information and reports required by t�e 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, 6ut not limited to: Withholding of payments to the contractor under the contract until the contractor complies, and/or; Cancellation, termination, or suspension of the contract, in whole or in part City of Federal Way Lakota Middle School Safe Routes to School RFB ver. 1-08 Page 61 RFB # 13-105 2013 , 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. � � a � � �J � � City of Federal Way RFB # 13-105 Lakota Middle School Safe Routes to School Page 62 2013 � RFB ver. 1-08 � 11 �_ � � C L� ' , ' INTRO.AP1 INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2012 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STAPIDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular proje�t. 1-01.AP1 Section 1-01, Definition and Terms August 6, 2012 1-01.3 Definitions The definition for "Bid Documents" is revised to read: The component parts of the proposed Contract which may include, but are not limited to, � the Proposal Form, the proposed Contract Provisions, the proposed Contract Plans, Addenda, and, for projects with Contracting Agency subsurface investigations, the Summary of Geotechnical Conditions and subsurface boring logs (if any). CJ ' i� , ' � The definition for "Superstructures" is revised to read: The part of the Structure above: The bottom of the grout pad for the simple and continuous span bearing, or 2. The bottom of the block supporting the girder, or 3. Arch skewback and construction joints at the top of vertical abutment members or rigid frame piers. Longitudinal limits of the Superstructure extend from end to end of the Structure in accordance with the following criteria: From the face of end diaphragm abutting the bridge approach embankment for end piers without expansion joints, or � 2. From the end pier expansion joint for bridges with end pier expansion joints. , Superstructures include, but are not limited to, the bottom slab and webs of box girders, the bridge deck and diaphragms of all bridges, and the sidewalks when shown on the bridge deck. The Superstructure also includes the girders, expansion joints, bearings, , barrier, and railing attached to the Superstructure when such Superstructure components are not otherwise covered by separate unit measured or lump sum bid items. � City of Federal Way RFB 13-105 ' Lakota Middle School Safe Routes to School 2013 Page 1 Superstructures do not include endwalls, wingwalls, barrier and railing attached to the wingwalls, and cantilever barriers and railings unless supported by the Superstructure. 1-02.AP1 Section 1-02, Bid Procedures and Conditions January 2, 2012 1-02.4(2) Subsurface Information The first two sentences in the first paragraph are revised to read: If the Contracting Agency has made subsurface investigation of the site of the proposed wark, the boring log data, soil sample test data, and geotechnical recommendations reports obtained by the Contracting Agency will be made available for inspection by the Bidders at the location specified in the Special Provisions. The Summary of Geotechnical Conditions, as an appendix to the Special Provisions, and the boring logs shall be considered as part of the Contract. 1-03.AP 1 Section 1-03, Award and Execution of Contract April 2, 2t112 1-03.1(1 } Tied Bids This section's title is revised to read: 1-03.1(1) Identical Bid Totals 1-05.AP1 Section 1-05, Control of Work August 6, 2012 1-05.13(1) Emergency Contact List The second sentence in the first paragraph is revised to read: The list shall include, at a minimum, the Prime Contractor's Project Manager, or equivalent, the Prime Contractor's Project Superintendent, the Erosion and Sediment Control (ESC) Lead and the Traffic Control Supervisor. 1-Q6.AP 1 Section 1-06, Control of Material January 7, 2013 1-06.1(4) Fabrication Inspection Expense The first paragraph is revised to read: In the event the Contractor elects to have items fabricated beyond 300 miles from Seattle, Washington, the Contracting Agency will deduct from payment due the Contractor costs to perform fabrication inspection on the following items: Bridge Bearings (Cylindrical, Disc, Fabric Pad, Pin, Pendulum, Rocker, and Spherical) Cantilever Sign Structures and Sign Bridges Epoxy-Coated Reinforcing Steel � I� �_, ' � � ' ' � � � ' , � , � C� ' � City of Federal Way RFB 13-105 Lakota Mlddle Schaol Safe Rout� to School 2013 ' Page 2 �� II � � , � ' ' � �J �J • Metal Bridge Railing and Handrail • Modular Expansion Joints • Painted Piling and Casing • Painted and Powder-Coated Luminaire and Signal Poles • Precast Concrete Catch Basins, Manholes, lnlets, Drywells, and Risers • Precast Concrete Drain, Perforated Underdrain, Culvert, Storm Sewer, Sanitary Sewer Pipe • Precast Concrete Three Sided Structures • Precast Concrete Junction Boxes, Pull Boxes, Cable Vaults, Utility Vaults Box Culverts • Precast Concrete Traffic Barrier • Precast Concrete Marine Pier Deck Panels • Precast Concrete Floor Panels • Precast Concrete Structural Earth Walls, Noise Barrier Walls, and Wall Panels • Precast Concrete Retaining Walls, including Lagging Panels • Prestressed Cancrete Girders and Precast Bridge Camponents • Prestressed Concrete Piles • Seismic Retrofit Earthquake Restrainers • Soldier Piles • Steel Bridges and Steel Bridge Components • Steel Column Jackets and and Stem • Structural Steel for Ferry Terminals, including items such as Dolphins, Wingwalls, and Transfer Spans • Treated Timber and Lumber 6-inch by 6-inch or larger • Timber • Additional items as may be determined by the Engineer The footnote below the table is revised to read: " An inspection day includes any calendar day or portion of a calendar day spent by ' one inspector inspecting, on standby, or traveling to and from a place of fabrication. An additional cost per inspection day will be assessed for each additional inspector. Reimbursement will be assessed at $280.00 per day for weekends and holidays for 1 each on site inspector in travel status, but not engaged in inspection or travel activities when fabrication activities are not taking place. � 1-07.AP1 Section 1-07, Legal Relations and Responsibilities to the Public April 1, 20'i3 � r LJ � � 1-07.1 Laws to be Observed The following two sentences are inserted after the first sentence in the third paragraph: In particular the Contractor's attention is drawn to the requirements of WAC 296.800 which requires employers to provide a safe workplace. IUlore specifically WAC 296.8d0.11425 prohibits alcohol and narcotics from the workplace. 1-07.9(2) Posting Notices This section is revised to read: Notices and posters shall be placed in areas readily accessible to read by employees. The Contractor shall ensure the following are posted: City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes ta School 2013 Page 3 1. EEOC - P/E-1 (revised 11/09) - Eqlaal Employment Opportunity is THE LAW published by US Department of Labor. Post for projects with federal-aid funding 2. FHWA-1022 (revised 11111) - NOTICE Federal-Aid Project published by Federal Highway Administration (FHWA). Post for projects with federal-aid funding 3 WH 1321 (revised 04l09} - Employee Rights under the Davis-Bacon Act published by US Department of Labor. Post for projects with federal-aid funding 4. WHD 1088 (revised 07/09) - Employee Rights under the Fair Labor Standards Act published by US Department of Labor. Post on all projects 5. WHD - 142Q (revised 01/09) - Employee Rights and Res�nsibilities under The Family and Medical Leave Act published by US Department Of Labor. Post on all projects 6. WHD-1462 (revised 01/12j — Emplayee Polygraph Protection Act published by US Department of Labor. Post on all projects 7. F416-081-909 (revised 12/12) - Job Safety and Health Law published by Washington State Department of Labor and Industries. Post on all projects 8. F242-191-909 (revised 12/12) - Notice ta Employees published by Washington State Department of Labor and Industries. Post on all projects 9. F700-074-909 (revised 12/12) - Your Rights as a Worker in Washington State by Washington State Department of Labor and Industries (L&I). Post on all projects 10. EMS 9874 (revised 04112) - Unemployment Benefits published by Washington State Employee Security Department. Post on all projects 11. Post one copy of the approved "Statement of Intent to Pay Prevailing Wages" for the Contractor, each Subcontractor, each lower tier subcontractor, and any other firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions of RCW 39.12 because of the definition of "Contractor" in WAC 296-127-01 Q 12. Post one copy of the prevailing wage rates for the project 1-07.9(5j Required Documents Item number 2. in the first paragraph is revised to read: 2. A copy of an approved "Affidavit of Prevailing Wages Paid", State L&I's form number F700-007-Q00. The Contracting Agency will not grant Completion until all approved Affidavit of Wages paid for Contractor and all Subcontractors have been received by the Project Engineer. The Contracting Agency will not release to the Contractor any funds retained under RCW 60.28.011 until all of the "Affidavit of Prevailing Wages Paid" forms have been approved by State L&I and a copy of all the approved forms have been submitted to the Engineer. 1-07.14 Responsibility for Damage The fifth paragraph is revised to read: � II � ' ' � �J , , � , � � � I' �_ I ' � City of Federal Way RFB 13•105 Lakota Mlddle School Safe Routes ta School 2013 � Page 4 � � � � � , , � CJ � Pursuant to RCW 4.24.115, if such claims, suits, or actions result from the concurrent negligence of (a) the indemnitee or the indemnitee's agents or employees and (b) the Contractor or the Contractor's agent or employees, the indemnity provisions provided in the preceding paragraphs of this Section shall be valid and enforceable only to the extent of the Contractor's negligence or the negligence of its agents and employees. 1-07.15 Temporary Water Pollution/Erosion Control The third paragraph is deleted. 1-08.AP1 Section 1-08, April 1, 2013 Prosecution and Progress 1-08.1 Subcontracting In the eighth paragraph, "Contracting Agency" is revised to read "WSDOT". 1-08.3(1} General Requirements The following new paragraph is inserted after the first paragraph: Total float belongs to the project and shall not be for the exclusive benefit of any party. 1-08.5 Time for Completion The last paragraph in this section is supplemented with the following: e. Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor and all Subcontractors 1-08.7 Maintenance During Suspension The second paragraph is revised to read: ' At no expense to the Contracting Agency, the Contractor shall provide through the construction area safe, smooth, and unobstructed roadways and pedestrian access routes for public use during the suspension (as required in Section 1-07.23 or the Special ' Provisions.) This may include a temporary road, alternative pedestrian access route or detour. � 1-09.AP1 Section 1-09, Measurement and Payment April 1, 2013 � � � i � 1-09.1 Measurement of Quantities The following new sentence is inserted after the sentence "`Ton":2,000 �unds of avoirdupois weight": Items of payment that have "Lump Sum" or "Force Account" in the Bid Item of Work shall have no specific unit of ineasurement requirement. 1-09.2(5} Measurement The second sentence in the first paragraph is revised to read: The frequency of verification checks will be such that at least one test weekly is performed for each scale used in weighing contract items of Work. City of Federal Way RFB 13-105 � Lakota Mlddle School Safe Routes to School 2013 Page 5 1-09.6 Force Account In item No. 3. For Equipment, the last sentence in the third sub-paragraph is revised to read: In the event that prior quotations are not obtained and the vendar is a firm independent from the Contractor or Subcontractor, then after-the-fact quotations may be obtained by the Engineer from the open market in the vicinity and the lowest such quotation may be used in place of submitted invoice. 3-04.AP3 Section 3-04, Acceptance of Aggregate April 1, 2013 3-04.3(7)D4 An Entire Lot The last sentence is deleted. 3-04.3(8) Price Adjustments for Quality of Aggregate The calculation in the first paragraph is revised to read: Aggregate Compliance Price Adjustment =(Composite Pay Factor —1.04) (quantity of material) (unit bid price or Contingent Unit Price as shown in Table 1, whichever is higher.} 3-04.5 Payment In the second paragraph, the reference "Section 3-04.3(6)C " is revised to read "Section 3- 04.3(8)". In Table 1, the top two rows are revised to read the following three new rows: In Table 1, the row containing the item "Gravel Borrow for Geosynthetic Retaining Wall" is revised to read: 9-03.14(4) Gravel Borrow for Structural Earth Walls 4000 2000 $30 $60 The footnotes below the Table 1 are revised to read: 1. Based on 1000 CY of Concrete. 2 3 Price adjustment only applies to the actual quantity of aggregate used in the concrete. Contingent unit price per S.Y. is $0.30. In Table 2, the first row is revised to read: 9-03.1 Concrete Aggregate (all concrete aggregate -including pavement) City of Federal Way Lakota Middle School Safe Route.s to School Page 6 2 12 12 I 10 120 RFB 13-105 2013 � � , In Table 2, the row containing the item "Gravel Backfill for Foundations Class A" is revised to read: 9-03.12(1)A Gravel Backfill for Foundations Class A3 � In Table 2, the row containing the item "Gravel Borrow for Geosynthetic Retaining Wall" is revised to read: � 9-Q3.14(4) Gravel Borrow for 2 2 5 5 5 10 Other Structural Earth Walls � The footnotes below the Table 2 are supplemented with the following: � 3 4 Use the price adjustment factors for the material that is actually used. Resistivity 10, pH 10, Chlorides 5, and Sulfates 5. , 5-01.AP5 Section 5-01, Cement Concrete Pavement Rehabilitation April 1, 2013 � � � � ' � � � � , � 5-01.3(2)B Portland Cement Concrete The fifth sentence in the third paragraph is revised to read: The lower Specification limit for compressive strength shall be 4,000-psi. The last twa sentences in the third paragraph are deleted. 5-01.3(4) Replace Portland Cement Concrete Panel This section is supplemented with the following: Replacement panels that crack shall be repaired as specified in Section 5-05.3(22) at no cost to the Contracting Agency. Epoxy-coated dowel bars meeting the requirements of Section 9-07.5(1) may be substituted for the corrosion resistant dowel bars specified. 5-01.3(11) Concrete Slurry This section including title is revised to read: 5-01.3(11) Concrete Slurry and Grinding Residue All concrete slurry and grinding residue shall be removed from the pavement surface on a continual basis immediately behind the grinding or cutting operations. Slurry shall not !� allowed to drain into an area open to traffic, off of the paved surface or into any drainage structure. The Contractor shall collect the concrete slurry and grinding residue from the pavement surface and dispose of it in accordance with Section 2-03.3(7)C. Opening to traffic shall meet the requirements of Section 5-05.3(17). City of Federal Way RFB 13-105 I Lakota Middle School Safe Routes to School � 2013 Page 7 5-02.AP5 Section 5-02, Bituminous Surface Treatment August 6, 2012 5-02.2 Materials The following new paragraph is inserted after the second paragraph: Each source of aggregate for bituminous surface treatment shall be evaluated separately for acceptance in accordance with Section 3-04. 5-04.AP5 Section 5-04, Hot Mix Asphalt Aprii 1, 2013 5-04.2 Materials The following material reference is deleted from this section: Blending Sand 9-03.8(4) The fourth paragraph is revised to read: The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitt�l. 5-04.3(7}A1 General This section is supplemented with the following: The Contractor shall include the brand and type of anti-stripping additive in the mix design submittal and provide certification from the asphalt binder manufacture that the anti- stripping additive is compatible with the crude source and formulation of asphalt binder proposed in mix design. 5-04.3(7)A3 Commercial Evaluation The second sentence in the second paragraph is deleted. 5-04.3(10)B3 Longitudinal Joint Density The section including title is revised to read: 5-04.3(10)63 Vacant 5-04.3(11)D General The last sentence in the first paragraph is deleted. 5-04.3(12)A Transverse Joints In the second paragraph "planning" is revised to read "planing". 5-04.3(20) Anti-Stripping Additive This section is revised to read: Anti-stripping additive shall be added to the liquid asphalt by the asphalt supplier prior to shipment to the asphalt mixing plant. Far NMA accepted by statistical and nonstatistical evaluation the anti-stripping additive shall be added in the amount designated in the City of Federal Way RFB 13-105 Lakota Mlddle School Safe Rout� to School 2013 � Page 8 � I_J � WSDOT mix design/anti-strip evaluation report provided by the Contracting Agency. For HMA accepted by commercial evaluation the Project Engineer will determine the amount of anti-strip to be added; paving shall not begin before the anti-strip requirements have been provided to the Contractor. 5-04.4 Measurement The first sentence in the first paragraph is revised to read: � HMA CI. PG , HMA for _ CI. PG , and Commercial HMA will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component ofthe mixture. � The last paragraph is deleted. � 5-04.5 Payment The bid item "Longitudinal Joint Density Price AdjustmenY', by calculation and paragraph following bid item are deleted. � � �� � � � 6-02.AP6 Section 6-02, Concrete Structures January 7, 2013 6-02.3(2) Proportioning Materials The Lean Cancrete value in the column "Minimum Cemetitious Content (pounds)" in the table titled "Cementitious Requirement for Concrete" is revised to read: "*'`* 145 The following new note is inserted after the note "**" No maximum specifie+d" in the table titled "Cementitious Requirement for Concrete": ****Maximum of 200 pounds The paragraph following the table "Cementitious Requirements for Concrete" is revised to read: When both ground granulated blast furnace slag and fly ash are included in the concrete � mix, the total weight of both these materials is limited to 40 percent by weight of the total cementitious material for concrete Class 4000D and 4000A, and 50 percent by weight of the total cementitious material for all other classes of concrete. � � �J � 6-02.3(2)B Commercial Concrete The second paragraph is revised to read: Where concrete Class 3000 is specified for items such as, culvert headwalls, plugging culverts, concrete pipe collars, pipe anchors, monument cases, Type PPB, PS, I, FB and RM signal standards, pedestals, cabinet bases, guardrail anchors, fence post footings, sidewalks, curbs, and gutters, the Contractor may use commercial concrete. If commercial concrete is used for sidewalks, curbs, and gutters, it shall have a minimum 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. City of Federal Way RFB 13-105 I Lakota Middle School Safe Routes to School 2013 Page 9 6-02.3(2}D Lean Concrete This section is revised to read: Lean concrete shall meet the cementitious requirements of Section 6-02.3(2) and have a maximum water/cement ratio of 2. 6-02.3(4)A Qualification of Concrete Suppliers The first paragraph is revised to read : Batch Plant Prequalification requires a certification by the National Ready Mix Concrete Association (NRMCR). Information concerning NRMCA certification may be obtained from the NRMCA at 900 Spring Street, Silver Springs, MD 20910 or online at www.nrmca.org. The NRMCA certification shall be valid for a 2-year period from the date of certificate. The following documentation shall be submitted to the Project Engineer; a copy of the current NRMCA Certificate of Conformance, the concrete mix design(s) (WSDOT Form 350-040), along with copies of the truck list, batch plant scale certification, admixture dispensing certification, and volumetric water batching devices (including water meters) verification. 6-02.3(5)G Sampling and Testing Frequency for Temperature, Consistency, and Air Control The last sentence in the second paragraph is revised to read: Sampling shall be performed in accordance with WSDOT FOP for WAQTC TM 2 and random samples shall be selected in accordance with WSDOT TM 716. 6-02.3(14)C Pigmented Sealer for Concrete Surfaces This section is revised to read: The Contractor shall submit the pigmented sealer manufacturer's written instructions covering, at a minimum, the following: 2. 3. 4. 5. Surface preparation Application methods Requirements for concrete curing prior to sealer application Temperature, humidity and precipitation limitations for application Rate of application and number of coats to apply The Contractor shall not begin applying pigmented sealer to the surtaces specified to receive the sealer until receiving the Engineer's approval of the submittal. All surfaces specified in the Plans to receive pigmented sealer shall receive a Class 2 surface finish (except that concrete barrier surfaces shall be finished in accordance with Section 6-02.3(11)A). The Contractor shall not apply pigmented sealer from a batch greater than 12 months past the initial date of color sample approval of that batch by the Engineer. The pigmented sealer color or colors for specific concrete surfaces shall be as specified in the Special Provisions. City of Federal Way RFB 13-105 Lakota Middle School Safe Rout� to School 2013 � Page 10 � � � � � � LJ � � � , � The final appearance shail be even and uniform without blotchiness, streaking or uneven color. Surface finishes deemed unacceptable by the Engineer shall be re-coated in accordance with the manufacturer's recommendations at no additional expense to the Contracting Agency. For concrete surfaces such as columns, retaining walls, pier walls, abutments, concrete fascia panels, and noise barrier wall panels, the pigmented sealer shall extend to 1 foot below the finish ground line, unless otherwise shown in the Plans. 6-02.3(16) Plans for Falsework and Formwork Item No. 4 in the seventh paragraph is revised to read: 4. Conditions required by other Sections of 6-02.3(17), Falsework and Formwork. Item's No. 5, 6, 7, and 8 in the seventh paragraph are deleted. The following paragraph is inserted after the seventh paragraph: Plan approval can be done by the Project Engineer for footings and walls 4 to 8 feet high (excluding pedestal height) provided: E 3. Concrete placement rate is 4 feet per hour or less. Facing is 3/a-inch plywood with grades as specified per Section 6-02.3(17)I. Studs, with plywood face grain perpendicular, are 2 by 4's spaced at 12 inches. 4. Walers with 3,000 pound safe working Ioad ties spaced at 24 inches are two 2 by 4's spaced at 24 inches. 6-02.3(17)F Bracing In the first paragraph, the phrase "per Section with Section 6-02.3(17)I". 6-02.3(17)I" is revised to read "in accordance This section is supplemented with the following new sub-section: � 6-02.3(1 �F5 Temporary Bracing for Bridge Girders During Diaphragm and Bridge Deck Concrete Placement Prestressed concrete girders shall be braced to resist forces that would cause rotation or � torsion in the girders caused by the placing of precast concrete deck panels and concrete for the bridge deck. � � � � Bracing shall be designed and detailed by the Contractor and shall be shown in the falsework/formwork plans submitted to the Engineer for approval. These braces shall be furnished, installed, and removed by the Contractor at no additional cost to the Contracting Agency. The Contractor may consider the bracing effects of the diaphragms in developing the falsework/formwork plans. The Contractor shall account for the added load from concrete finishing machines and other construction loadings in the design of the bracing. Falsework support brackets and braces shall not be welded to structural steel bridge members or to steel reinforcing bars. City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School 2013 Page 11 6-02.3(17)F4 Temporary Bracing for Bridge Girders This section including title is revised to read: 6-02.3(17)F4 Temporary Bracing for Bridge Girders During Erection Steel girders shall be braced in accordance with Section 6-03.3(7)A. Prestressed concrete girders shall be braced sequentially during girder erection. The bracing shall be designed and detailed by the Contractor and shall be shown in the falseworkJformwork plans submitted to the Engineer for approval. The Contractor shall furnish, install, and remove the bracing at no additional cost to the Contracting Agency. At a minimum, the Contractor shall brace girders at each end and at midspan to prevent lateral movement or rotation. This bracing shall be placed prior to the release of each girder from the erection equipment. If the bridge is constructed with cast-in-place concrete diaphragms, the bracing may be removed once the concrete in the diaphragms has been placed and cured for a minimum of 24 hours. 6-02.3(17)H Formwork Accesories The first paragraph is deleted and replaced with the following two new paragraphs: Formwork accessories such as form ties, form anchors, form hangers, anchoring inserts, and similar hardware shall be specifically identified in the formwork plans including the name and size of the hardware, manufacturer, safe working load, and factor of safety. The grade of steel shall also be indicated for threaded rods, coil rods, and similar hardware. Wire form ties shall not be used. Welding or clamping formwork accessories to Contract Plan reinforcing steel will not be allowed. Driven types of anchorages for fastening forms or form supports to concrete, and Contractor fabricated "J" hooks shall not be used. Field drilling of holes in prestressed girders is not allowed. Taper ties may be used provided the following conditions are met: 1. The structure is not designed to resist water pressure (pontoons, floating dolphins, detention vaults, etc.) 2. After the taper tie is removed, plugs designed and intended for plugging taper tie holes shall be installed at each face of concrete. The plug shall be installed a minimum of 1�/2" clear from the face of concrete. 3. After the plug is installed, the hole shall be cleaned of all grease, contamination and foreign matter. 4. Holes on the exposed faces of concrete shall be patched and finished to match the surrounding concrete. 6-02.3(25)N Prestressed Concrete Girder Erection The third sentence in the fifth paragraph is revised to read: The girders shall be braced in accordance with Sections 6-02.3(17)F4 and 6-02.3(17)F5. 6-02.3(26}E5 Leak Tightness Testing The first sentence in the first paragraph is revised to read: � � LJ � � � � � � � � � � r � � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 12 I _1 � � � The Contractor shali test each completed duct assembly for leak tightness after placing concrete but prior to piacing post tensioning reinforcement. The secand paragraph is revised to read: Prior to testing, all grout caps shall be installed and all vents, grout injection ports, and drains shall either be capped or have their shut-off valves closed. The Contractor shall pressurize the completed duct assembly to an initial air pressure of 50 psi. This pressure shall be held for five minutes to allow for internal adjustments within the assembly. After five minutes, the air supply valve shall be closed. The Contractor shall monitor and measure the pressure maintained within the closed assembly, and any subsequent loss of pressure, over a period of one minute following the closure of the air supply valve. The maximum pressure loss for duct assemblies equal to or less than 150 feet in length shall be 25 psig. The maximum pressure loss for duct assemblies greater than 150 feet in length shall be 15 psig. If the pressure loss exceeds the allowable, locations of leakage shall be identified, repaired or reconstructed using methods approved by the Engineer. The repaired system shall then be retested. The cycle of testing, repair and retesting of each completed duct assembly shall continue until the completed duct assembly completes a test with pressure loss within the specified amount. 6-03.AP6 � Section 6-03, Steel Structures Apri12, 2012 � � 6-03.3(28)A Method of Shop Assembly The first sentence in Item 2.C. is revised to read: For Trusses and Girders — After the first stage has been completed, each subsequent stage shall be assembled to include: at least one truss panel or girder shop section of the previous stage and two or more truss panels or girder shop sections added at the advancing end. 6-05.AP6 Section 6-05, Piling August 6, 2012 6-05.5 Payment The paragraph following the bid item, "Driving St. Pile", per each is revised to read: The unit Contract price per each for "Driving (type) Pile (_J" shall be full pay for driving the pile to the ultimate bearing and/or penetration specified. 6-06.AP6 � Section 6-06, Bridge Railings August 6, 2012 � � � 6-06.3(2) Metal Railings The third paragraph is revised to read: Anchor bolts shall be positioned with a template to ensure that t�lts match the hole spacing of the bottom channels or anchorage plates. City of Federal Way RFB 13-105 , Lakota Middle Schuol Safe Routes to School 2013 Page 13 6-07.AP6 Section 6-07, Painting April 2, 2012 6-07.3(9)A Paint System The first sentence in the second paragraph is revised to read: Ail paint coating components of the selected paint system shali be produced by the same manufacturer. 6-07.3(10)H Paint System The first and second sentences in the second paragraph are revised to read: All paint coating components of the selected paint system shall be produced by the same manufacturer. 6-10.AP6 Section 6-10, Concrete Barrier August 6, 2012 6-10.3 Construction Requirements This section is supplemented with the following: Steel welded wire reinforcement deformed, conforming to Section 9-47.7, may be substituted in concrete barrier in place af deformed steel bars conforming to Section 9- 07.2, subject to the following conditions: Steel welded wire reinforcement spacing shall be the same as the deformed steel bar spacing as shown in the Standard Plans. 2. The minimum cross sectional area for steel welded wire reinforcement shall be no less than 86 percent of the cross sectional area for the deformed steel bars being substituted. 3. Development lengths and splice lengths shall conform to requirements specified in the AASHTO LRFD Bridge Design Specifications, current edition. 6-10.5 Payment In the second paragraph, the bid item "Conc. C�ass 4000" is revised to read: "Conc. Class 4000 " 6-12.AP6 Section 6-12, Noise Barrier Walls August 6, 2012 6-12.3(3) Shaft Construction The third sentence in the fifth paragraph is revised to read: When efforts to advance past the obstruction to the design shaft tip elevation result in the rate of advance of the shaft drilling equipment being significantly reduced relative to the � !J � � � � � � � C City of Federal Way RFB 13-105 Lakota Mlddle Schaol Safe Routes to School 2013 , Page 14 � � � rate of advance for the rest of the shaft excavation, then the Contractor shall remove the obstruction under the provisions of Section 6-12.5. 6-12.3(6) Precast Concrete Panel Fabrication and Erection The second sentence in item number 3 is deleted. 6-12.5 Payment This section is supplemented with the foilowing: "Removing Noise Barrier Wall Shaft Obstructions", estimated. � Payment for removing obstructions, as defined in Section 6-12.3(3), will be made for the changes in shaft construction methods necessary to remove the obstruction. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the � equipment and employees utilized, and the number of hours involved for each. Once these cost items and their duration have been agreed upan, the payment amount will be determined using the rate and markup methods specified in Section 1-09.6. For the � purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for the item "Removing Naise Barrier Wall Shaft Obstructions" in the bid proposal to become a part of the total bid by the Contractor. � If the shaft construction equipment is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the project, then standby payment for the idled equipment will be added to the payment calculations. If labor is idled as a result of the � obstruction removal work and cannot be reasonably reassigned within the project, then all labor costs resulting from Contractor labor agreements and established Contractor policies will be added to the payment calculations. � � � � � r � ' The Contractor shall perform the amount of obstruction work estimated by the Contracting Agency within the original time of the contract. The Engineer will consider a time adjustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided: 1. the dollar amount estimated by the Contracting Agency has been exceeded, and; 2. the Contractor shows that the obstruction removal work represents a delay to the completion of the project based on the current progress schedule provided in accordance with Section 1-08.3. 6-13.AP6 Section 6-13, Structural Earth Walls April �, 2013 6-13.2 Materials In the first paragraph, the following item is inserted after the item "Aggregates for Portland Cement Concrete": Gravel Borrow for Structural Earth Walls 9-03.14(4) 6-13.4 Measurement � In the second paragraph, "Backfill" is revised to read "Gravel borrow". City of Federal Way RFB 13-105 � Lakota Mlddle School Safe Rout� ta School 2013 Page 15 6-13.5 Payment In this section, the bid item "Backfill for Structural Earth Wall Incl. Haul" is revised to read: "Gravel Borrow for Structural Earth Wall incl. Haul". 6-14.AP6 Section 6•14, Geosynthetic Retaining Walls April 1, 2013 6-14.2 Materials The first paragraph is revised to read: Materials shall meet the requirements of the following sections: Portland Cement Aggregates for Portland Cement Concrete Sand Gravel Borrow for Structural Earth Wall Polyurethane Sealant Closed Cell Foam Backer Rod Anchor Rods and Associated Nuts, Washers, and Couplers Reinforcing Steel Wire Mesh for Concrete Reinforcement Grout Construction Geosynthetic . 9-01 9-03.1 9-03.13(1) 9-03.14(4) 9-04.2(3) 9-04.2(3)A 9-06.5(1) 9-07 9-07.7 9-2Q.3(4) 9-33 6-14.4 Measurement In the second paragraph, "geosynthetic retaining wall backfill" is revised to read "structural earth retaining wall backfill". 6-14.5 Payment In this section, the bid item "Gravel Borrow for Geosynthetic Ret. Wall Incl. Haul". Is revised to read: "Gravel Borrow for Structural Earth Wall incl. Haul" 6-15.AP6 Section 6-15, Soil Nail Walls January 2, 2012 6-15.2 Materials The referenced section far the following item is revised to read: Grout 9-20.3(4) 6-15.3(3) Submittals Item f beneath item number 3 is revised to read: Mix design and procedures for placing the grout. � � � � � � � � ' ' � i � r � � � City of Federal Way RFB 13-105 Lakota AAlddle School Safe Route.s to School 2013 � Page 16 �- �� i 6-15.3(6) Soil Nailing This section is supplemented with the following: The Contractor shall make and cure grout cubes once per day in accordance with WSDOT Test Method T 813. These samples shall be retained by the Contractor until all associated verification and proof testing of the soil nails has been successfully completed. If the Contractor elects to test the grout cubes for compressive strength, testing shall be conducted by an independent laboratory and shall be in accordance with the WSDOT FOP for AASHTO T106. 6-16.AP6 � Section 6-16, Soldier Pile and Soldier Pile Tieback Walls January 2, 2012 � � 6-16.3(31 Shaft Excavation The third sentence in the seventh paragraph is revised to read: When efforts to advance past the obstruction to the design shaft tip elevation result in the rate of advance of the shaft drilling equipment being significantly reduced relative to the rate of advance for the rest of the shaft excavation, then the Contractor shall remove the obstruction under the provisions of Section 6-16.5. 6-16.5 Payment This section is supplemented with the following: "Removing Soldier Pile Shaft Obstructions", estimated. � Payment for removing obstructions, as defined in Section 6-16.3(3), will be made for the changes in shaft construction methods necessary to remove the obstruction. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the � equipment and employees utilized, and the number of hours involved for each. Once these cost items and their duration have been agreed upon, the payment amount will be determined using the rate and markup methods specified in Section 1-09.6. For the � purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for the item "Removing Soldier Pile Shaft Obstructions" in the bid proposal to become a part of the total bid by the Contractor. � � � � If the shaft construction equipment is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the praject, then standby payment for the idled equipment will be added to the payment calculations. If labor is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the project, then all labor costs resulting from Contractor labor agreements and established Contractor policies will be added to the payment calculations. The Contractor shall perform the amount of obstruction work estimated by the Contracting Agency within the original time of the contract. The Engineer will consider a time adjustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided: the dollar amount estimated by the Contracting Agency has been exceeded, and; City of Federal Way RFB 13-105 � Lakota Mlddle School Safe Routes to School 2013 Page 17 2. the Contractor shows that the obstruction removai work represents a delay to the completion of the project based on the current progress schedule provided in accordance with Section 1-Q8.3. 6-17.AP6 Section 6-17, Permanent Ground Anchors August 6, 2012 6-17.3(3) Submittals The first sentence in the sixth paragraph is revised to read: The Contractor shall submit the mix design for the grout conforming to Section 9-20.3{4) and the procedures for placing the grout to the Engineer for approval. 6-17.3(7) Instailing Permanent Ground Anchors The following new paragraph is inserted after the sixth paragraph: The Contractor shall make and cure grout cubes once per day in accordance with WSDOT Test Method T 813. These samples shall be retained by the Contractor until all associated verification, performance and proof testing of the permanent ground anchors has been successfully completed. If the Contractor elects to test the grout cubes for compressive strength, testing shall be conducted by an independent laboratory and shall be in accordance with the WSDOT FOP for AASHTO T106. 6-17.3(9) Permanent Ground Anchor Acceptance Criteria The fourth paragraph is deleted. 6-19.AP6 Section 6-19, Shafts August 6, 2012 6-19.3(4)F Slurry Disposal This section including title is revised to read: 6-19.3(4)F Disposal of Slurry and Slurry Contacted Spoils The Contractor shall dispose of the slurry and slurry-contacted spoils as specified in the shaft installation narrative in accordance with Section �-19.3(2)B, item 8, and in accordance with the following requirements: 1. Water slurry with no additives may be infiltrated to an upland area within the confines of the Contracting Agency Right of Way for the project. Infiltration is allowed provided the ground-line at the disposal site is at least 5 feet above the current water table, and that disposal operations conform to the temporary erosion and sedimentation control (TESC) requirements established for this project. For the purposes of water slurry disposal, upland is defined as an area that has no chance of discharging directly to waters of the State, including wetlands or conveyances that indirectly lead to wetlands or waters of the State. Spoils in contact with this slurry may be disposed of as clean fill. 2. Synthetic slurry and water slurry with polymer-based additives shall be contained and disposed of by the Contractor at an approved facility. The Contractor shall acquire all permits or approvals necessary for disposal of the City of Federal Way RFB 13-105 Lakota Middle School Safe Route.s to School 2013 Page 18 � � � � � � � � � � � � L� � slur and shall rovide co ies to the En ineer. S oils in contact with synthetic rY p p 9 p slurry or water slurry with polymer-based additives shall be disposed of in � accordance with Section 2-03.3(7)C. With approval of the Engineer, the Contractor may re-use these spoils on-site. � 3. Mineral slurry may be infiltrated to a temporary sediment trap located in an upland area within the confines of the Contracting Agency Right of Way for the project. Infiltration is allowed provided the ground-line at the disposal site is at � least 5 feet above the current water table, and that disposal operations conform to the temporary erosion and sedimentation control {TESC) requirements established for this project. For the purposes of mineral slurry disposal, upland is � defined as an area that has no chance of discharging directly to waters of the State, including wetlands or conveyances that indirectly lead to wetlands or waters of the State. Spoils in contact with mineral slurry shall be disposed of in � accordance with Section 2-03.3(7)C. With approval of the Engineer, the Contractor may re-use these spoils on-site. 7-02.AP7 � Section 7-02, Culverts August 6, 2012 7-02.2 Materials Note 3 in the table titled, "Culvert Pipe Schedules" is revised to read: � 3Polypropylene pipe, 12 inch to 30 inch diameters approved for Schedule A and Schedule B, 36 inch to 60 inch diameters approved for Schedule A only. � 7-02.5 The bid item "Steel Rib Reinforced Polyethylene Culvert Pipe In. Diam.", per lineac foot is revised to read: � "St. Rib Reinf Polyethylene Culv. Pipe In. Diam.", per linear foot � 7-03.AP7 Section 7-03, Structural Plate Pipe, Pipe Arch, Arch, and Underpass August 6, 2012 7-03.3(1) Foundations, General This section is supplemented with the following: When aluminum pipe or pipe arch is in contact with cement concrete, two coats of paint shall be applied in accordance with Section 7-08.3(2)D. 7-03.3(5) Headwalls This section is supplemented with the following: When aluminum pipe or pipe arch is in contact with cement concrete, two coats of paint shall be applied in accordance with Section 7-08.3(2}D. � City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School 2013 Page 19 7-04.AP7 Section 7-04, Storm Sewers August 6, 2012 7-04.3(1)B Exfiltration Test — Storm Sewers The fifth column title "PE4n is revised to read "PP4s from the table titied, "Storm Sewer Pipe Schedules". Note 4 in the table titled, "Storm Sewer Pipe Schedules" is revised to read: 4PP = Polypropylene Pipe, 12 inch to 30 inch approved for Schedule A and Schedule B, 36 inch to 60 inch diameters approved for Schedule A only. 7-04.5 The bid item "Steel Rib Reinforced Polyethylene Storm Sewer Pipe ln Diam", per linear foot is revised to read: "St. Rib Reinf Polyethylene Storm Sewer Pipe In. Diam", per linear foot 7-05.AP7 Section 7-05, Manholes, lnlets, Catch Basins, and Drywells Apri12, 2012 7-05.3 Construction Requirements The third paragraph is supplemented with the following: Leveling and adjustment devices that do not modify the structural integrity of the metal frame, grate or cover, and do not void the originating foundry's compliance to these specifications and warranty is allowed. Approved leveling devices are listed in the Qualified Products List. Leveling and adjusting devices that interfere with the backfilling, backfill density, grouting and asphalt density will not be allowed. The hardware for leveling and adjusting devices shall be completely removed when specified by the Project Engineer. 7-08.AP7 Section 7-08, General Pipe Installation Requirements August 6, 2012 7-08.3(2)D Pipe Laying — Steel or Aluminum The following new sentence is inserted after the first sentence in the second paragraph: The paint shall cover all the surface in contact with the concrete and extend one inch beyond the point of contact. 7-09.AP7 Section 7-09, Water Mains August 6, 2012 7-09.3(19jA Connections to Existing Mains In the second paragraph, "Special Conditions" is revised to read "Special Provisions". � � fl � � � , � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to 3chool 2013 � Page 20 � � � � � �I � � 8-01.AP8 Section 8-01, Erosion Control and Water Pollution Control January 7, 2013 8-01.2 119aterials The first paragraph is revised to read: Materials shall meet the requirements of the following sections: Corrugated Polyethylene Drain Pipe Quarry Spalis Seed Fertilizer Mulch and Amendments Tackifiers Erosion Cantrol Devices High Visibility Fence Construction Geotextile 9-05.1(6) 9-13 9-14.2 9-14.3 9-14.4 9-14.4{7) 9-14.5 9-14.5 9-33 8-01.3{2)D Mulching The following two new paragraphs are inserted after the fourth paragraph: Short-Term Mulch shall be hydraulically applied at the rate of 2500 pounds per acre and may be applied in one lift. Moderate-Term Mulch and Long-Term Mulch shall be hydraulically applied at the rate of 3500 pounds per acre with no more than 2000 pounds applied in any single lift. 8-01.3{2)E Soil Binders and Tacking Agents This section including title is revised to read: 8-01.3(2)E Tackifiers Tackifiers applied using a hydroseeder shall have a mulch tracer added to visibly aid uniform application. This tracer shall not be harmful to plant, aquatic, or animal life. A minimum of 125 pounds per acre and a maximum of 250 pounds per acre of Short-Term Mulch shall be used as a tracer. Tackifier shall be mixed and applied in accordance with the manufacturer's recommendations. Soil Binding Using Polyacrylamide (PAM) — The PAM shall be applied on bare soil completely dissolved and mixed in water or applied as a dry powder. Dissolved PAM shall be applied at a rate of not more than 2/3 pound per 1,000 gallons of water per acre. A minimum of 200 pounds per acre of Short-Term Mulch shall be applied with the dissolved PAM. Dry powder applications may be at a rate of 5 pounds per acre using a hand-held fertilizer spreader or a tractor-mounted spreader. PAM shall be applied only to areas that drain to completed sedimentation control BMPs in accordance with the TESC Plan. PAM may be reapplied on actively worked areas after a 48-hour period. PAM shall not be applied during rainfall or to saturated soils City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School 2013 Page 21 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch In the first paragraph, "Engineer" is revised to read "Project Engineer". Note 1 of the table in the first paragraph is revised to read: ' Where Contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the fall period listed above The third paragraph is deleted. &01.3(3) Placing Erosion Control Blanket This section including title is revised to read: 8-Q1.3(3) Placing Biodegradable Erosion Control Blanket Biodegradable Erosion Control Blankets are used as an erosion prevention device and to enhance the establishment of vegetation. Erosion control blankets shall be installed according to the manufacturer's recommendations. Seeding and fertilizing shall be done prior to blanket installation. Select erosion control blanket material for an area based on the intended function: slo� or ditch stabilization, and site specific factors including soil, slope gradient, rainfall, and flow exposure. Erosion Control Blankets shall not be used on slopes or in ditches that exceed the manufacturer's recommendations. 8-01.3(4) Placing Compost Blanket The first paragraph is revised to read: Compost blanket shall be placed to a depth of 3 inches over bare soil. Compast blanket shall be placed prior to seeding or other planting. An organic tackifier shall be placed over the entire composted area when dry or windy conditions are present or expected before the final application of mulch or erosion control blanket. The tackifier shall be applied immediately after the application of compost to prevent compost from leaving the composted area. 8-01.3(5) Placing Plastic Covering The second and third paragraphs are revised to read: Clear plastic covering shall be used to promote seed germination when seeding is performed outside of the Dates for Application of Final Seed in Section 8-01.3(2)F. Black plastic covering shall be used for stockpiles or other areas where vegetative growth is unwanted. The plastic cover shall be installed and maintained in a way that prevents water from cutting under the plastic and prevents the plastic cover from blowing open in the wind. 8-01.3(6) Check Dams This section is revised to read: Check dams shall be installed as soon as construction will allow, or when designated by the Engineer. The Contractor may substitute a different check dam, in lieu of what is specified in the contract, with approval of the Engineer. The check dam is a temporary or permanent structure, built across a minor channel. Water shall not flow through the check ' � � � ' � � City of Federal Way RFB 13-105 Lakota Mlddle School Safe Routes to School 2013 � Page 22 � dam structure. Check dams shall be constructed in a manner that creates a ponding area upstream of the dam to allow poliutants to settie, with water from increased flows � channeled over a spillway in the check dam. The check dam shall be constructed to prevent erosion in the area below the spillway. Check dams shall be placed perpendicular to the flow of water and installed in accordance with the Standard Plans. � The outer edges shall extend up the sides of the conveyance to prevent water from going araund the check dam. Check dams shall be of sufficient height to maximize detention, without causing water to leave the ditch. Check dams shall meet the requirements in � Section 9-14.5(4). 8-01.3(6)A Geotextile-Encased Check Dam f This sections content including title is deleted. 8-01.3(6)B Quarry Spall Check Dam This sections content including title is deleted. 8-01.3(6)C Sandbag Check Dam This sections content including title is deleted. �' 8-01.3(6)D Wattle Check Dam � This sections content including title is deleted. 8-01.3(6)E Coir Log � This sections title is revised to read: 8-Q1.3(6)A Coir Log 8-01.3{7) Stabilized Construction Entrance The first paragraph is revised to read: � Temporary stabilized construction entrance shall be constructed in accordance with the Standard Plans, prior to beginning any clearing, grubbing, embankment or excavation. All quarry spall material used for stabilized canstruction entrance shall be free of extraneaus � materials that may cause or contribute to track out. 8-01.3(9)B Gravel Filter, Wood Chip, or Compost Berm The first paragraph is revised to read: Filter berms shall retain sediment and direct flows. The gravel filter berm shall be a minimum of 1 foot in height and shall be maintained at this height for the entire time they are in use. Rock material used for filter berms shall meet the grading requirements in Section 9-03.9(2}, but shall not include any recycled materials as autlined in Section 9- 03.21. 8-01.3(9)C Straw Bale Barrier This section including title is revised to read: &01.3(9)C Vacant 8-01.3(11) Vacant This section including title is revised to read: � City of Federal Way RFB 13-105 � lakota Middle School Safe Routes to School 2013 Page 23 &01.3(11� Outiet Protection Outlet protection shall prevent scour at the outlets of ponds, pipes, ditches or other conveyances. Ail quarry spall material used for outlet protection shall be free of extraneous material and meet the gradation requirements in Section 9-13.6. 8-01.3(13) Temporary Curb This section is revised to read: Temporary curbs shall divert or redirect water around erodible soils. Temporary curbs shall be installed along pavement edges to prevent runoff from flowing onto erodible slopes. Water shall be directed to areas where erosion can be controlled. The temporary curbs shall be a minimum of 4 inches in height. Ponding shall not be in roadways. 8-01.4 Measurement The third paragraph is revised to read: Check dams will be measured per linear foot one time only along the completed check dam. No additional measurement will be made for check dams that are required to be rehabilitated or replaced due to wear. The ninth paragraph is deleted. The twelfth paragraph (after the preceding amendment is applied} is revised to read: Seeding, fertilizing, liming, mulching, mowing, and tackifier will be measured by the acre by ground slope measurement or through the use of design data This section is supplemented with the following: Outlet Protection will be measured per each initial installation at an outlet location. 8-01.5 Payment The bid item "Straw Bale", per each is deleted. The bid item " Erosion Control BlankeY', per square yard is deleted. The bid item "Soil Binder or Tacking Agent", per acre is deleted. This section is supplemented with the following: "Outlet Protection", per each. The unit Contract price per each for "Outlet Protection" shall be full payment for all costs incurred to complete the Work. "Tackifier", per acre. The unit Contract price per acre for "Tackifier" shall be full payment for all costs incurred to complete the Work. "Biodegradable Erosion Control BlankeY', per square yard. The unit Contract price per square yard for "Biodegradable Erosion Control Blanket" shall be full pay for all costs to complete the specified Work. � � � � � � � City of Federal Way RFB 13-105 Lakota Middle School Safe Route,s to School 2013 � Page 24 � 8-02.AP8 � Section 8-02, Roadside Restoration April 1, 2013 1 In this section, "psiPE" is revised to read "PSIPE". 8-02.3(2) Roadside Work Plan The first sentence in the second paragraph is revised to read: The Roadside Work Plan shall also include a copy of the approved progress schedule. The sub paragraph titled "Progress Schedule" is deleted. 8-02.3(4)C Topsoil Type C In this section, "9-14.1(2)" is revised to read "9-14.1(3)". 8-02.3(8) Planting Item number 1 in the second paragraph is revised to read: � 1. Non-Irrigated Plant Material West of the summit of the Cascade Range - October 1 to March 1. East of the summit of the Cascade Range - October 1 to November 15. 8-02.5 Payment The paragraph following bid item "Coarse Compost", per cubic yard" is revised to read: The unit Contract price per cubic yard for "Fine Compost", Medium Compost" or "Coarse Compost" shall be full pay for furnishing and spreading the compost onto the existing soil. � 8-03.AP8 Section 8-03, Irrigation Systems . April 2, 2012 � � ' � � � � 8-03.3(7) Flushing and Testing The fifth paragraph is deleted. 8-04.AP8 Section 8-04, Curbs, Gutters, and Spillways April 2, 2012 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways This section is supplemented with the following new sub-section: &04.3{1)B Roundabout Cement Concrete Curb and Gutter Roundabout cement concrete curb and gutter and roundabout splitter island nosing curb shall be shaped and finished to match the shape of the adjoining curb as shown in the Plans. All other requirements for cement concrete curb and cement concrete curb and gutter shall apply to roundabout cement concrete curb and gutter. 8-04.4 Measurement This section is supplemented with the following: Clty of Federal Way RFB 13-105 � Lakota Middle School Safe Rout� to School 2013 Page 25 Roundabout splitter island nosing curb will be measured per each. 8-04.5 Payment The bid item, "Roundabout Truck Apron Cement Concrete Curb", per linear foot is deleted. This section is supplemented with the following: "Roundabout Cement Concrete Curb and Gutter", per linear foot The unit Contract price per linear foot for "Roundabout Cement Concrete Curb and Gutter" shall be full payment for all costs for the Work including transitioning the roundabout cement concrete curb and gutter to the adjoining curb shape. "Roundabout Splitter Island Nosing Curb", per each. The unit Contract price per each for "Roundabout Splitter Island Nosing Curb" shall be full payment for all costs for the Work including transitioning the roundabout splitter island nosing curb to the adjoining curb shape. 8-07.AP8 Section 8-07, Precast Traffic Curb and Block Traffic Curb January 7, 2013 This section's title is revised to read: 8-Q7 Precast Traffic Curb 8-07.1 Description This section is revised to read: This Work consists of furnishing and installing precast traffic sloped mountable curb or dual faced sloped mountable curb of the design and type specified in the Plans in accordance with these Specifications and the Standard Plans in the locations indicated in the Plans or as staked by the Engineer. 8-07.2 Materials The material reference "Block Traffic Curb 9-18.3" is deleted from this section. The referenced section for the following item is revised to read: Paint 9-34.2 8-07.3(1) Installing Curbs The fifth and seventh paragraphs are deleted from this section. 8-07.4 Measurement The first paragraph is deleted from this section. 8-07.5 Payment The following bid items are deleted from this section: r-� �II � CJ � l_� � � ' r � � �J , � City of Federal Way RFB 13-105 Lakota Mlddle School Safe Routes to School 2013 � Page 26 lJ , `Type A Precast Traffic Curb", per linear foot. `Type C Precast Traffic Curb", per linear foot. `Type A Block Traffic Curb", per linear foot. `Type C Block Traffic Curb", per linear foot. � 8-11.AP8 Section 8-11, Guardrail August fi, 2012 lJ � �I ' � � , 8-11.3(1)D Removing Guardrail and Guardrail Anchor The first two sentences in the first paragraph are revised to read: Removal of the various types of guardrail shall include removal of the rail, cable elements, hardware, and posts, including transition sections, expansion sections, terminal sections and the rail element of anchor assemblies. Removal of the various types of guardrail anchors shall include removal of the anchor assembly, including concrete bases, rebar, steel tubes, and any other appurtenances in the anchor assembly. 8-11.4 Measurement The seventh paragraph is revised to read: Measurement of removal of guardrail will be by the linear foot measured along the line of guardrail removed including transition sections, expansion sections, guardrail anchor rail elements and terminal sections. 8-11.5 Payment The paragraph following the bid item "Removing Guardrail Anchor", per each is revised to read: The unit Contract price per each for "Removing Guardrail Anchor" shall be full payment ' for all costs to perform the Work as described in Section 8-11.3(1)D, including rail removal, if there isn't a Bid Item for Removing Guardrail in the run of guardrail connecting to the anchor. , ' 8-12.AP8 Section 8-12, Chain Link Fence and Wire Fence April 2, 2012 In this Section "Engineer" is revised to read "Project Engineer". ' 8-12.2 Materials This section is supplemented with the following: ' Paint 9-08.1(2)B 8-12.3(1 jA Posts � The words "for Type 3 and Type 4 fences" and "on Type 3 and Type 4 fences" are deleted from this section. � L_J The first sentence of the fifth paragraph is revised to read: After the post is set and plumbed, the hole shall be filled with Grout Type 4. City of Federal Way RFB 13-105 � Lakota Middle Schaol Safe Routes to School 2013 Page 27 The third sentence in the sixth paragraph is replaced with the following two sentences: After the post is set and plumbed, the hole in the portion of the post in solid rock shall be filled with Grout Type 4. The grout shall be thoroughly worked into the hole so as to leave no voids. The seventh paragraph is deleted. The ninth paragraph is revised to read: Steep slopes or abrupt topography may require changes in various elements of the fence. It shall be the responsibility of the Contractor to provide all posts of sufficient length to accommodate the chain link fabric. The tenth paragraph is revised to read: All round posts shall have approved top caps fastened securely to the posts. The base of the top cap fitting for round posts shall feature an apron around the outside of the posts. 8-12.3(1)B Top Rail This section's content including title is deleted and replaced with: &12.3(1 }B Vacant 8-12.3(1)C Tension Wire and Tension Cable This section's content including title is revised to read: 8-12.3(1)C Tension Wire Tension Wires shall be attached to the posts as detailed in the Plans or as approved by the Engineer. &12.3(1)D Chain Link Fabric The first three paragraphs are revised to read: Chain link fabric shall be attached after the cables and wires have been properly tensioned. Chain link fabric shall be placed on the face of the post away from the Highway, except on horizontal curves where it shall be placed on the face on the outside of the curve unless otherwise direct�! by the Project Engineer. Chain link fabric shall be placed approximately 1-inch above the ground and on a straight grade between posts by excavating high points of ground. Filling of depressions will be permitted only upon approval of the Project Engineer. The fourth sentence in the fourth paragraph is revised to read: The top and bottom edge of the fabric shall be fastened with hog rings to the top and bottom tension wires as may be applicable, spaced at 24-inch intervals. ' ' ' �J I� ' ' � � ' ' , ' ' ' ' , �J City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 28 ' � ' � �� , ' �l � 8-12.3(1)E Chain Link Gates The third paragraph is deleted. 8-12.3(2�A Posts in the second paragraph, "commercial" is deleted. The first sentence of the fifth paragraph is revised to read: After the post is set and plumbed, the hole shall be filled with Grout Type 4. The fourth sentence in the sixth paragraph is replaced with the following two sentences: After the post is set and plumbed, the hale in the portion of the post in solid rock shall be filled with Graut Type 4. The grout shall be thoroughly worked into the hole so as to leave no voids. The tenth paragraph is revised to read: Where the new fence joins an existing fence, the 2 shall be attached in a manner satisfactory to the Project Engineer, and end or corner posts shall be set as necessary. The eleventh paragraph is deleted. 8-12.5 Payment � The paragraph following the item "Chain Link Fence Type ", per linear foot is revised to read: I'� �,� � ' ' The unit Contract price per linear foot for "Chain Link Fence Type " shall be full payment for all costs for the specified Work including brace post installation and all other requirements of Section 8-12 for Chain Link Fence, unless covered in a separate Bid Item in this Section. The following paragraph is inserted after the item "End, Gate, Corner, and Pull Post for Chain Link Fence", per each: The unit Contract price per each for "End, Gate, Corner, and Pull Post for Chain Link Fence" shall be full payment for all costs for the specified Work. The following paragraph is inserted after the item "Single 6 Ft. Chain Link Gate", per each: ' The unit Contract price per each for "Double 14 Ft. Chain Link Gate", "Double 20 Ft. Chain Link Gate", and "Single 6 Ft. Chain Link Gate", shall be full payment for all costs for the specified Work. ' The paragraph following the item "Wire Fence Type ", per linear foot is revised to read ' ' � The unit Contract price per each for "Wire Fence Type " shall be full payment for all costs for the specified Work including payment for clearing of the fence line. The following paragraph is inserted after the item "Double Wire Gate 20 Ft. Wide", per each: The unit contract price per each for "Single Wire Gate 14 Ft. Wide" and "Double Wire Gate 20 Ft. Wide" shall be full payment for all costs for the specified Work. City of Federal Way RFB 13-105 � Lakota Mlddle Schaol Safe Routes to Schoal 2013 Page 29 The paragraph following the item "Access Control Gate", per each is revised to read: The unit contract price per each for "Access Control Gate" shall be full payment for all eosts to perform the specified Work. 8-15.AP8 Section 8-15, Riprap April 2, 2012 8-15.1 Description The second paragraph is revised to read: Riprap will be classified as heavy loose riprap, light loose riprap, and hand placed riprap. 8-20.AP8 Section 8-20, Illumination, Traffic Signal Systems, And Electrical April 1, 2013 8-20.3(4} Foundations The first paragraph is revised to read: Foundation concrete shall conform to the requirements for the specified class, be cast-in- place concrete and be constructed in accordance with Sections 6-02.2 and 6-02.3. Concrete for Type II, III, IV, V, and CCTV signal standards and light standard foundations shall be Class 4QOOP. Concrete for pedestals and cabinets, Type PPB, PS, I, FB, and RM signal standards and other foundations shall be Class 3000. Concrete placed into an excavation where water is present shall be placed using an approved tremie. If water is not present, the concrete shall be placed such that the free-fall is vertical down the center of the shaft without hitting the sides, the steel reinforcing bars, or the steel reinforcing bar cage bracing. The Section 6-02.3(6) restriction for 5-feet maximum free-fall shall not apply to placement of Class 4000P concrete into a shaft. Steel reinforcing bars for foundations shall conform to Section 9-07. 8-20.3(5) Conduit This sections content is deleted and replaced with the following new sub-sections: 8-20.3(5)A General The ends of all conduit, metallic and nonmetallic, shall be reamed to remove burrs and rough edges. Field cuts shall be made square and true. The ends of unused conduits shall be capped. When conduit caps are removed, the threaded ends of inetal conduit shall be provided with approved conduit bushings and non-metal conduit shall be provided with end bells. Reducing couplings will not be permitted. Existing conduit in place scheduled for installation of new conductor(s) shall first have any existing conductor(s) removed and a cleaning mandrel shall be pulled through. The existing conduit shall then be prepared subject to the same requirements outlined in this paragraph, for new conduit and innerduct, unless otherwise indicated in the plans. All new conduit and all innerduct shall be blown clean with compressed air. Then in the presence of the Engineer, an 80 percent sizing mandrel, correctly sized for the raceway, ' � � �I ., ' ' ' C � ' , ' ' � � ' ' � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 ' Page 30 , ' � , C' ' [1 r � ' ' � ' � I_ J � shali be pulled through to ensure that the raceway has not been deformed. This shall be done prior to pulling wire or fiber optic cable and after final assembly is in place. Existing conductor(s) shall be reinstalled unless otherwise indicated in the Plans. As soon as the sizing mandrel has been pulled through innerduct, a 200-Ib minimum tensile strength pull string shall be installed and attached to duct plugs at t�th ends. When conduit is installed for future use, as soon as the bushing or end bell has been installed and the sizing mandrel has been pulled through, the ground wire shall be installed and both ends shall be capped. 8-20.3(5)A1 Fiber Optic Conduit Where conduit to contain fiber optic cable ar conduit identified to contain future fiber optic cable is installed by open trenching, Detectable Underground Warning Tape shall be placed 12-inches above the conduit unless otherwise detailed in the Plans. Detectable Underground Warning Tape shall extend 2-feet into boxes or vaults. Splicing of the tape shall be in accordance with tape manufacturer's recommended materials and procedures. Location Wire shall be installed with all nonmetallic conduit that contains fiber optic cable and all conduits identified to contain future fiber optic cable. When open trenching is used, the location wire shall be placed in continuaus lengths directly above the conduit. Where conduit is installed by other methods, the Location Wire shall be attached to the outside of the conduit with electrical tape placed at minimum 18-inch intervals. Location Wire shall extend 12-feet into boxes or vaults. Splices shall be crimped using a non-insulated butt splice, soldered and covered with moisture-blocking heat shrink. 8-20.3(5)A2 ITS and Cabinet Outer and Inner Duct Conduit ITS conduit and both ends of conduit runs entering cabinets, with the exception of the '/2 inch grounding conduit, shall be sealed with self expanding water proof foam or mechanical plugs; unless otherwise required. At other locations conduit shall be sealed with Duct Seal. Outer-duct conduit with non factory assembled innerduct shall be sealed around the innerduct with self-expanding waterproof foam. Outer-duct conduit with factory assembled innerduct shall be sealed around the innerduct with a multiplex expansion plug. Innerduct containing one cable shall be plugged using an expandable split plug. Innerduct with multiple cables shall be sealed with self-expanding waterproof foam. Duct plugs shall be installed in all unused inner-ducts (those that are specified as empty) at the time of conduit installation. Duct plugs shall be installed in all used inner-ducts (as specified in the Plans), at the time of conduit installation, unless cable pulling for those inner-ducts will commence within 48-hours. Installation shall conform to the manufacturer's recommendations. Foam sealant shall be installed with the following additional requirements: 1. Penetration of the sealant into the conduit or duct shall be limited using a high temperature backer rod material or rag. 2. Penatration of the sealant into the conduit shall be limited to 1-inch. 3. The foam sealant shall not project outside the end of the conduit or duct. , Where open trenching is allowed and conduit with innerduct is installed, a maximum of 1000-feet of continuous apen trench will be allowed unless otherwise approved by the Engineer. , City of Federal Way RFB 13-105 ' Lakota Middle School Safe Routes to School 2013 Page 31 8-20.3(5)B Conduit Type Conduit shall be PVC, high density polyethylene (HDPE), rigid metal conduit (RMC) or liquid tight flexible metal depending on the application. Rigid metal conduit {RMC) shall be installed at the following locations: 1. 2. 3. 4. Within railroad right of way. All pole risers, except when otherwise required by owning utilities. All surface-mounted conduit, with the exception of electrical service utility poles. All runs within slip form placed concrete. Service lateral runs shall be Schedule 80 PVC except when otherwise required by owning utilities. Conduit installed using the plowing method, shall be schedule 80 high-density polyethylene (HDPE). Conduit runs, including outer-duct, that enter the traveled way or shoulders, shall be Schedule 80 high-density polyethylene (HDPE), Schedule 80 PVC, or rigid metal conduit (RMC). Conduit runs, including outer-duct, which do not enter the traveled way or shoulders, shall be Schedule 80 high-density polyethylene (HDPE�, Schedule 40 PVC or rigid metal conduit (RMC). Liquid tight flexible metal conduit is allowed only at locations called for in the Plans. Except as described under Non-Metallic Conduit, unless otherwise indicated in the Plans or Standard Plans, the same type of conduit shall be used for the entire length of the run, from outlet to outlet. Innerduct shall have a smooth wall non ribbed interior surface, with factory pre-lubricated coating. Innerduct within the Traveled Way or Shoulders and innerduct which is not factory installed shall be schedule 40 high-density polyethylene (HDPE). The innerduct shall be continuous with no splices. Innerduct which is pulled into the outer duct in the field shall be installed with an extra 2 feet of conduit beyond each end of the outer-duct and shall be allowed to finish contracting�for 21 calendar days before it is terminated. Innerduct shall be terminated with end bells flush to Ya inch out of the outer-duct and the space between the outer-duct and innerduct shall be sealed with rodent and moisture resistant foam designed for this application and installed in accordance with the manufacturer's recommendations. 8-20.3(5)B1 Rigid Metal Conduit Slip joints or running threads will not be permitted for coupling metallic conduit; however, running threads will be permitted in traffic signal head spiders and rigid metal conduit (RMC) outer-duct. When installing rigid metal conduit (RMC), if a standard coupling cannot be used, an approved three-piece coupling shall be used. Conduit bodies, fittings and couplings for rigid metal conduit (RMC) shall be cleaned first and then painted with one coat of paint conforming to Section 9-08.1(2)B. The ' ' ' ' ' ' ' � ' , , ' ' � ' '�_ J J u City of Federal Way RFB 13-105 Lakota Mlddle Schaol Safe Route.s to School 2013 Page 32 , ' , � LJ , �J [J C� paint shall have a minimum wet film thickness of 3-mils. The painted coating shall cover the entire coupling or fitting. The threads on all metal conduit shall be rust-free, clean, and painted with colloidal copper suspended in a petroleum vehicle before couplings are made. All metaliic couplings shall be tightened so that a goad electrical connection will be made throughout the entire length of the conduit run. If the conduit has been moved after assembly, it shall be given a final tightening from the ends prior to backfilling. Rigid metal conduit (RMC) ends shall be terminated with grounded end bushings. Rigid metal conduit (RMC) entering cable vaults or pull boxes shall extend 2-inches beyond the inside wall face. (for the installation of grounded end bushing and bonding.) Rigid metal conduit (RMC) entering concrete shall be wrapped in 2-inch-wide pipe wrap tape with a minimum 1-inch overlap for 12-inches on each side of the concrete face. Pipe wrap tape shall be installed in accordance with the manufacturer's recommendations. Rigid metal conduit (RMC) bends shall have a radius consistent with the requirements of Code Article 344.24 and other articles of the Code. Where factory bends are not used, conduit shall be bent, using an approved conduit bending tool employing correctly sized dies, without crimping or flattening, using the longest radius practicable. Where the coating on galvanized conduit has been damaged in handling or installing, ' such damaged areas shall be thoroughly painted with paint conforming to Section 9- 08.1(2) B. C� � ' �, � Metal conduit ends shall be threaded and protected with a snug fitting plastic cap that covers the threads until wiring is started. _ &20.3(5)B2 Non-Metallic Conduit Where non-metallic conduit is installed, care shall be used in excavating, installing, and backfilling, so that no rocks, wood, or other foreign material will be left in a position to cause possible damage. PVC conduit ends shall be terminated with end bell bushings. PVC or HDPE conduit entering cable vaults and pull boxes shall terminate with the end bell flush with the inside walls of the Structure. Non-metallic conduit bends, where allowed, shall conform to Article 352.24 of the ' Code. Eighteen-inch radius elbows shall be used for PVC conduit of 2-inch nominal diameter or less. Standard sweep elbows shall be used for PVC conduit with greater than 2-inch naminal diameter unless otherwise specified in the Plans. In nonmetallic conduit less than 2-inch nominal diameter, pull ropes or flat tapes for wire installation � shall be not less than 1/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 1/2-inch diameter or width. When HDPE conduit is used for directional ' boring, it shall be continuous, with no joints, for th� full length of the bore. The conduit run shall be extended to the associated outlets with the same schedule HDPE or PVC conduit. Entry into associated junction box outlets shall be with the � same schedule PVC conduit and elbows. The same requirements apply for extension of an existing HDPE conduit crossing. � Clty of Federal Way RFB 13-105 , Lakota Middle School Safe Routes to School 2013 Page 33 PVC conduit and elbows shall be connected to HDPE conduit with an approved mechanical coupling. The connection shall have minimum pullout strength of 700- pounds. Prior to installation of a mechanical coupling, the HDPE conduit shall first be prepared with a clean, straight edge. A water-based pulling lubricant may be applied to the threaded end of the mechanical coupling before installation. Solvent cement or epoxy shall not be used on the threaded joint when connecting the HDPE conduit to the mechanical coupling. The mechanical coupling shall be rotated until the HDPE conduit seats approximately 3/a of the distance into the threaded coupling depth. For PVC installation through a directional bore, the PVC shall be in rigid sections assembled to form a watertight bell and spigot-type mechanical joint with a solid retaining ring around the entire circumference of the conduit installed in accordance with the manufacturer's recommendations. The conduit run shall be extended beyond the length of the bore, to the associated outlets with the same mechanical coupled PVC or with standard PVC conduit of the same schedule. The same requirements apply for extension of an existing PVC conduit Roadway crossing. PVC conduit shall be assembled using the solvent cement specified in Section 9- 29.1. Conduit ends shall be protected with a snug fitting plastic cap until wiring is started. Conduit caps, end bells and the section of PVC between the coupling and end bell bushing in cabinet foundations shall be installed without glue. 8-20.3(5)C Conduit Size The size of conduit used shall be as shown in the Plans. Conduits smaller than 1-inch electrical trade size shall not be used unless otherwise specified, except that grounding conductors at service points may be enclosed in 1/rinch-diameter conduit. Conduit between light standards, PPB, PS, or Type 1 poles and the nearest junction box shall be the diameter specified in the Plans. Larger size conduit is not allowed at these locations. At other locations it shall be the option of the Contractor, at no expense to the Contracting Agency, to use larger size conduit if desired, provided that junction box or vault capacity is not exceeded. Where larger size conduit is used, it shall be for the entire length of the run from outlet to outlet. Conduit runs with innerduct, shall have 4-inch outer-duct and shall be installed with four 1-inch innerduct unless otherwise indicated in the plans. 8-20.3(5)D Conduit Placement Conduit shall be laid so that the top of the conduit is a minimum depth of: 1. 24-inches below the bottom of curb in the sidewalk area. 2. 24-inches below the top of the roadway base. 3. 48-inches �lo�v the bottom of ties under railroad tracks unless otherwise specified by the railroad company. 4. � 36-inches below finish grade when installed using conduit plowing method. 24-inches below the finish grade in all other areas. 1 � � � �_ ' � ' I�� , I�J i il� ��J C � �_; C+� u � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 ' Page 34 � � , , , ' � ' '�l ' ' , � ' � ,� � � Conduit entering through the bottom of a junction box shall be located near the end walis to leave the major portion of the box clear. At all outlets, conduit shall enter from the direction of the run, terminating 6 to 8-inches below the junction box lid and within 3- inches of the box wall nearest its entry location. Conduit runs shown in the Plans are for Bidding purposes only and may be relocated with approval of the Engineer, to avoid obstructions. 8-20.3(5)Di Surface Mounting Where surface mounting of conduit is required, supports shall consist of channel with clamps sized for the conduit. Support spacing shall comply with the Code, with the exception that spacing of channel supports for conduit shall not exceed 5-feet. The minimum distance between adjacent clamps and between the clamp and the end of the channel supports shall be 1-inch. Channel supports shall be installed with stops, to prevent clamps from sliding out of the ends. 8-2q.3(5)D2 Structures All conduits attached to or routed within bridges, retaining walls, and other structures shall be equipped with approved expansion, deflection, and/or combination expansionldeflection 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/nr 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 alsa be installed at the joint between the bridge end and the retaining wall end, and the transition from bridge, wall, or other structure to the underground section of conduit pipe. 8-20.3(5)E Method of Conduit Installation Conduit shall be placed under existing pavement by approved directional boring, jacking, or drilling methods at locations approved by the Engineer. The pavement shall not be disturbed unless allowed in the Plans or with the approval of the Engineer in the event obstructions or impenetrable soils are encountered. High density polyethylene (HDPE) conduit runs, which enter the traveled way or shoulders, shall be installed using the directional boring method. &20.3(5)E1 Open Trenching When open trenching is allowed, trench construction shall conform to the following: 1. The pavement shall be saw-cut a minimum of 3-inches deep. The cuts shall be parallel to each other and extend 2-feet beyond the edge of the trench. 2. Pavement shall be removed in an approved manner. 3. Trench depth shall provide a minimum cover for conduit of 24-inches below the tap af the roadway base 4. Trench width shall be 8-inches or the conduit diameter plus 2-inches, whichever is larger. 5. Trenches located within paved Roadway areas shall be backfilled with � Controlled density fill (CDF) meeting the requirements of Section 2- Q9.3{i)E. The controlled density fill shall be placed level to, and at the � City of Federal Way RFB 13-105 ' Lakota Mlddle School Safe Routes ta School 2013 Page 35 bottom of, the existing pavement. The pavement shall be replaced with paving material that matches the existing pavement. 6. On new construction, conduit shall be placed prior to placement of base course pavement. 8-20.3(5)E2 Conduit Plowing All conduit plowing shall be supervised by a licensed electrical Contractor. The starting point shall be anchored or held such that conduit movement at the start of the plowing operation is kept to a minimum. The conduit reel shall be mounted on the vehicle such that conduit movement is kept to a minimum once it is in the ground. Use of a stationary reel is not allowed. The feed shoe shall have rollers which conform to the conduit at a radius of not less than 15 times the diameter of the conduit. The conduit will not be permitted to pass over stationary guides nor over rollers or sheaves, which will permit a bend radius of less than 15 times conduit diameter. The width of the tooth and feed shoe shall not exceed the conduit diameter by more than 2-inches The conduit shall be installed using a continuous reel, with no joints, for the full length of the conduit run, unless conduit splicing is allowed as indicated below. If an obstruction is encountered that cannot be plowed through, the following remedies shall be attempted in order: Contractor shall stop the plowing operation and attempt to remove the obstruction. If the obstruction is removed, plowing operations shall continue along the approved path. 2. Deviations of up to one foot from the projected path may be authorized by the Engineer, provided the new route does not result in total conduit run bends exceeding NEC requirements. Deviations in excess of one foot from the projected path are not allowed and the maximum taper rate is 1-inch per linear foot of conduit. 3. The Contractor may request approval to intercept the installed conduit and route another section of HDPE to avoid the obstruction, provided the new route does not result in total conduit run bends exceeding NEC requirements. Connection between the sections shall be accomplished using an approved fusion splicing method, which is compatible with the conduit manufacturer's recommendations. 4. Where nane of the above remedies are successful, all conduit installed so far in that run shall be removed and a new plow path established to avoid the obstruction. In the event of a breakage, all conduit installed in that run shall be removed. The conduit run shall be extended to the associated outlets, subject to the same requirements indicated when HDPE is installed using the directional boring method. The depth of installation shall be cantinually adjusted as necessary to compensate for changes in terrain. ' ' ' C' ' � , L�'� , ' , � , C , C � ' City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 ' Page 36 , � _J Plowed conduit shall be laid so that the top of the conduit is a minimum depth of 36- inches below the finish grade with the exception that the conduit shall be swept up to enter the knock outs of associated pull boxes or cable vaults. The plow placing the conduit shal! be marked at a proper distance above the plow's , conduit exit point to indicate when the minimum installation depth is not met. The mark shall be visible from a safe distance from the plowing operation when it is exposed above ground. While plowing this mark must remain below ground level at , all times, with the exception of the entry and exit points at the end of the run, in order to ensure that minimum burial depth of the conduit is achieved. ' , , If the depth mark on the plow comes above ground, the Contractor shall stop the plowing operation and attempt to correct the placement depth. 1f the conduit depth can be verified to meet the minimum burial requirements at the location where the depth mark came above ground, the plowing operation shall resume subject to the Engineers approval. The compacted surface shall be firm, non-yielding, and result in a finished surface that matches the lines and grades of the terrain prior to plowing. 8-20.3(5)E3 Boring � Bore pits shall be backfilled and compacted in accordance with Section 2-09.3(1)E. Directional boring, jacking or drilling pits shall be a minimum of 2-feet from the edge of any type of pavement, unless otherwise approved by the engineer. Excessive use ' of water that might undermine the pavement or soften the Subgrade will not be permitted. � L � , � � , � When approved by the Engineer, small test holes may be cut in the pavement to locate obstructions. When the Contractor encounters obstructions or is unable to install conduit because of soil conditions, as determined by the Engineer, additional Work to place the conduit will be paid in accordance with Section 1-04.4. 8-28.3{5)E4 Directional Boring Directional boring for electrical installations shall be supervised by a licensed electrical contractor in accordance with Section 8-20.1(1). Where directional boring is called for, conduit shall be installed using a surface-launched, steerable drilling tool. Drilling shall be accomplished using a high-pressure fluid jet tool-head. The drilling fluid shall be used to maintain the stability of the tunnel, reduce drag on the conduit, and provide backfill between the conduit and tunnel. A guidance system that measures the depth, lateral position, and roll shall be used to guide the tool-head when creating the pilot hole. Once the pilot hole is established, a reamer and swivel shall be used to install the conduit. Reaming diameter shall not exceed 1.5 times the diameter of the conduits being installed. Conduit that is being pulled into the boring shall be installed in such a manner that the conduit is not damaged during installation. The pullback force on the conduit shall be controlled to prevent damage to the conduit. A vacuum spoils extraction system shall be used to remove any excess spoils generated during the installation. Excess drilling fluid and spoils shall be disposed of. The method and location used for disposal of excess drilling fluid and spoils shall be subject to the Engineer's approval. Drilling fluid returns (caused by fracturing of formations) at locations other than the entry and exit points shall be minimized. Any drilling fluid that surfaces through fracturing shall be cleaned up immediately. Mobile spoils-removal equipment capable of quickly removing spoils City of Federal Way RFB 13-105 � Lakota Middle Schaol Safe Routes to School 2013 Page 37 from entry or exit pits and areas with returns caused by fracturing shall be used as necessary during drilling operations. 8-20.�5)E5 Boring with Casing Where boring with casing is called for, the casing shall be placed using an auger inside the casing to remove the soil as the casing is jacked forward. The auger head shall proceed no more than 4-inches ahead of the pipe being jacked. Boring operations shall be conducted to prevent caving ahead of the pipe. Installed casing pipe shall be free from grease, dirt, rust, moisture, and any other deleterious contaminants. The space between the conduit and casing shall be plugged with sandbags and a grout seal 12-inches thick at each end of the casing. Casing abandoned due to an encountered obstruction shall be grout sealed in the same manner. Grout shall conform to Section 9-20.3(4). In lieu of sandbags and grout, unopened prepackaged concrete and grout may be used to seal the casing. Material shall not be removed from the boring pit by washing or sluicing. All joints shall be welded by a Washington State certified welder. Welding shall conform toAWS D 1.1-80 Structural Welding Code, Section 3, Workmanship. 8-20.3(9) Bonding, Grounding The first sentence in the second paragraph is replaced with the following two sentences: All conduit installed shall have an equipment ground conductor installed in addition to the conductors noted in the Contract. Conduit with innerducts shall have an equipment ground conductor installed in each innerduct that has an electrical conductor. 8-21.AP8 Section 8-21, Permanent Signing January 7, 2013 8-21.2 Materials The third sentence is revised to read: Materials for sign mounting shall conform to Section 9-28.11. 8-21.3(9)A Fabrication of Steel Structures The first sentence in the first paragraph is revised to read: Fabrication shall conform to the applicable requirements of Section 6-03 and 9-06. This section is supplemented with the following: All fabrication, including repairs, adjustments or modifications of previously fabricated sign structure members and connection elements, shall be performed in the shop, under an Engineer approved shop drawing prepared and submitted by the Contractor for the original fabrication or the specific repair, adjustment or modification. Sign structure fabrication repair, adjustment or modification of any kind in the field is not permitted. If fabrication repair, adjustment or modification occurs after a sign structure member or LJ ' ' � , � ' � ' ' CJ ' LJ I'� � � ' , City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 , Page 38 ' � , , ' � � � connection element has been galvanized, the entire member or element shall be re- galvanized in accordance with AASHTO M 111. 8-21.3(9)B Vacant This section including title is revised to read: &21.3(9}B Erection of Steel Structures Erection shall conform to the applicable requirements of Sections 6-03 and 8-21.3(9)F. Section 8-21.3{9)F notwithstanding, the Contractor may erect a sign bridge prior to completion of the shaft cap portion of one foundation for one post provided the following conditions are satisfied: The Contractor shall submit design calculations and working drawings of the temporary supports and falsework supporting the sign bridge near the location of the incomplete foundation to the Engineer for approval in accordance with Section 6-01.9. The submittal shall include the method of releasing and removing the temporary supports and falsework without inducing loads and stress into the sign bridge. 2. The Contractor shall submit the method used to secure the anchor bolt array in proper position with the sign bridge while casting the shaft cap concrete to complete the foundation. 3. The Contractor shall erect the sign bridge and temporary supports and ' falsework, complete the remaining portion of the incomplete foundation, and remove the temporary supports and falsework, in accordance with the working drawing submittals as approved by the Engineer. ' ' ' , ' � ' , ' 8-21.3(9)F Foundations The following new paragraph is inserted after the second paragraph: Concrete placed into an excavation where water is present shall be placed using an approved tremie. If water is not present, the concrete shall be placed such that the free- fall is vertical down the center of the shaft without hitting the sides, the steel reinforcing bars, or the steel reinforcing bar cage bracing. The Section 6-02.3(6) restriction for 5-feet maximum free-fall shall not apply to placement of Class 4000P concrete into a shaft. The ninth paragraph (after implementing the preceding Amendment) is replaced with the following three new paragraphs: After construction of concrete foundations for sign bridge and cantilever sign structures, the Contractor shall survey the foundation locations and elevations, the anchor boft array locations and lengths of exposed threads. The Contractor shall confirm that the survey conforms to the sign structure post, beam, span and foundation design geometry shown in the Plans, and shall identify any deviations from the design geometry shown in the Plans. When deviations are identified, the Contractor shall notify the Engineer, and such notice shall be accompanied by the Contractor's proposed method(s) of addressing the deviations, including removal and reconstruction of the shaft cap portion of the affected concrete foundation as outlined in this Section, or fabrication repair, adjustment or modification, with associated shop drawings, in accordance with Section 8-21.3(9)A. If the Contractor's survey indicates that a concrete foundation has been constructed incorrectly for a sign structure that has already been fabricated, the Contractor may City of Federal Way RFB 13-105 , Lakota Middle School Safe Routes to School 2013 Page 39 remove and reconstruct the shaft cap portion of the foundation, in accordance with Section 1-07.13, provided the foilowing conditions are satisfied: 1. The Contractor shall submit the method and equipment to be used to remove the portion of the concrete foundation to be removed and reconstructed to the Engineer for approval in accordance with Section 1-05.3. The submittal shall include confirmation that the equipment and the method of operation is appropriate to ensure that the existing anchor bolt array and primary shaft vertical steel reinforcing bars will not be damaged. 2. All steel reinforcing bars, except for steel reinforcing bars extending from the bottom portion of the foundation to remain, shall be removed and disposed of in accordance with Sections 2-02.3 and 2-03.3(7)C, and shall be replaced with new steel reinforcing bars conforming to the size, dimensions and geometry shown in the Plans. All concrete of the removed portion of the foundation shall be removed and disposed of in accordance with Sections 2-02.3 and 2- 03.3(7)C. 3. The Contractor shall adjust the primary shaft vertical steel reinforcing bars as necessary in accordance with Section 6-02.3(24)C to provide clearance for the anchor bolt array. Sign structures shall not be erected on concrete foundations until the Contractor confirms that the foundations and the fabricated sign structures are either compatible with each other and the design geometry shown in the Plans, or have been modified in accordance with this Section and as approved by the Engineer to be compatible with each other, and the foundations have attained a compressive strength of 2,400-psi. Item number 4 in the twelfth paragraph (after implemented the preceding Amendments) is revised to read: 4. Concrete shall be Class 4000P, except as otherwise specified. The concrete for the shaft cap (the portion containing the anchor bolt array assemblies above the construction joint at the top of the shaft) shall be Class 4000. Item number 3 in the thirteenth paragraph (after implemented the preceding Amendments) is revised to read: 3. Unless otherwise shown in the Plans, concrete shall be Class 4000P. 8-21.5 Payment This section is supplemented with the following: All costs in connection with surveying completed concrete foundations for sign bridges and cantilever sign structures shall be included in the lump sum contract price for Structure Surveying , except that when no Bid item is included in the Proposal for "Structure Surveying" then such costs shall be included in the lump sum contract price(s) for "Sign Bridge No. _" and "Cantilever Sign Structure No. " �J �_ J ' ' , � � �J � , LJ �J ' , � r � , City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 ' Page 40 ' � � �� � 8-22.AP8 Section 8-22, Pavement Marking January 7, 2013 8-22.3(3)D Line Applications The last paragraph is supplemented with the following: Grooved line pavement marking shall not be constructed on bridge decks or on bridge approach slabs. 8-22.3(6) Removal of Pavement Markings The following two new sentences are inserted after the first sentence: Grinding to remove painted markings is not allowed. Grinding to remove plastic marking , is allowed to a depth just above the pavement surface, then water blasting or shot blasting shall be required to remove the remaining markings. � � �� � ' ' , � i ' , �l 8-22.4 Measurement The items "Painted Wide Line" and "Plastic Wide Line" are deleted from the fourth paragraph. The sixth paragraph is revised to read: Diagonal lines used to delineate parking stalls that are constructed of painted or plastic 4- inch lines will be measured as "Paint Line" or "Plastic Line" by the linear foot of line installed. Crosswalk line will be measured by the square foot of marking installed. The following two new paragraphs are inserted after the sixth paragraph: Crosshatch markings used to delineate median and gore areas will be measured by the completed linear foot as "Painted Crosshatch Marking" or "Plastic Crosshatch Marking". The measurement for "Painted Crosshatch Marking" and for "Plastic Crosshatch Marking" will be based on the total length of each 8-inch or 12-inch wide line installed. 8-22.5 Payment The bid items "Painted Wide Line", per linear foot and "Plastic Wide Line", per linear foot are deleted from this section. This section is supplemented with the following two new bid items: "Painted Crosshatch Marking", per linear foot. "Plastic Crosshatch Marking", per linear foot. The following new paragraph is inserted after the last bid item in this section: The unit Contract price for the aforementioned Bid items shall be full payment for all costs to perform the Work as described in Section 8-22. City of Federal Way RFB 13-105 , Lakota Mlddle School Safe Routes to School 2013 Page 41 � 8-25.AP$ Section 8-25, Glare Screen April 9, 2012 In this section, "tension cable" and "cable" are deleted. 8-25.3(3) Posts The first sentence in the first paragraph is revised to read: Posts shall be constructed in accordance with the Standard Plans and applicable provisions of Section 8-12.3(1)A. The last paragraph is revised to read: All round posts for Type 1 Design B and watertight top securely fastened to the post. the top tension wire. 8-25.3(5} Tension Cables This sections content including title is deleted: � L�.J � � � Type 2 glare screen shall be fitted with a , Line posts shall have tops designed to carry 8-25.3(6) Fittings, Attachments, and Hardware This sections content including title is deleted. 8-29.AP8 Section 8-29, Wire Mesh Slope Protection January 7, 2013 This section is deleted in its entirety and replaced with the following: 8-29 Wire Mesh Slope Protection 8-29.1 Description This Work consists of furnishing and installing the anchors and the wire mesh slope protection in accordance with these Specifications and the details shown in the Plans and in conformity with the lines and dimensions shown in the Plans or established by the Engineer. 8-29.2 Materials Materials shall meet the requirements of Section 9-16.4. 8-29.3 Construction Requirements 8-29.3()) Submittals The Contractor shall submit a wire mesh slope protection plan to the Project Engineer a minimum of seven calendar days prior to beginning the work. The wire mesh slope protection plan shall include the following: 1. Plan sheets for anchor layout and installation, and the equipment and process used to confirm the capacity of the constructed anchors including the calibration data for the stressing devices used to proof test the anchors, as completed by an independent testing laboratory within 60 calendar days of the wire mesh slope work. u � �I �� J � ' ' , , ' ' � , City of Federal Way RFB 13-105 Lakota Middle Schaol Safe Rout� to School 2013 ' Page 42 i _� � LJ � � � � L� l _J � , , � � , 2. Working drawings for the temporary yoke or load frame to be used for anchor proof testing in accordance with Section 6-01.9. 3. Plans and details for assembling wire mesh and erecting the assembled mesh on the slope. All costs for the Work required for Submittals shall be included in the unit Bid price detailed in Section 8-29.5. &29.3{2) Anchors The Contractor shall install anchors of the type shown in the Plans and in conformance with the layout shown in the Wire Mesh Protection Plan as described in Section 8-29.3(1). The spacing and number of the anchors and wire ropes as shown in the Plans are approximate only, and upon review of the wire mesh slope protection plan, the Engineer may arrange the spacing to better hold the wire mesh against the slope. Backfill material shall be thoroughly compacted with a mechanical compactor. The Contractor shall praof test up to 25 percent of the anchors in vertical pullout to the minimum allowable anchor capacity specified in the Plans. Proof testing of anchors shall be performed against a temporary yoke or load frame. No part of the temporary yoke or load frame shall bear within three feet of the anchor being tested. For vertical pullout proof testing, an anchor is acceptable if it sustains the specified capacity for 10 minutes with no loss of load. Anchors that fail this criterion shall be replaced and retested. If more than three anchors fail, the Contractor shall proof test all anchors. 8-29.3(3) Wire Rope All wire rope loops shall include a thimble. No wire rope splicing will be allowed. 8 29.3(4) Wire Mesh The wire mesh shall be fastened to the completed wire rope assembly as shown in the Plans. High tensile steel fasteners on the vertical seams shall be staggered across width of the seam. Horizontal splices joining 2 rolls of inesh shall be made by overlapping the mesh approximately 3 feet and either weaving 3 rows of lacing wires through every mesh opening or using 4 rows of high tensile steel fasteners placed on approximately 3-inch spacing. All top and bottom laps shall be made by folding the mesh to the outside, away from the slope, to avoid the possibility of falling material hanging up in the folds. The bottom of the mesh shall be located as shown in the Plans. The ends of all lacing wires shall be secured to the mesh with a minimum of 1�/rturns. The wire mesh shall not be tensioned in any direction, but is to remain loose so as to increase its dampening effect on rolling rocks. The Contractor shall use care in the handling and installing of the wire mesh and wire rope. Any mesh or wire rope damaged due to the Contractor's operations shall be replaced by the Contractor at no expense to the Contracting Agency. 8-29.4 Measurement Measurement of anchors will be per each for the completed anchor. Anchor types will not be differentiated. Wire mesh slope protection will be measured by the square foot of wire mesh erected on the ' slope. There will be no deduction made for overlapping the wire mesh material as required for splices or for coverage due to variations in the slope or ground conditions. � City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School 2013 Page 43 8-29.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following Bid items that are included in the Proposal: "VNire Mesh Slope Protection Anchor", per each. The unit Contract price per each for "Wire Mesh Slope Protection Anchor" shall t� full payment for all costs for the Work described in Sections 8-29.3(1) and 8-29.3(2). "Wire Mesh Slope Protection", per square foot The unit Contract price per square foot for "Wire Mesh Slope Protection" shall be full payment for all costs for the Work described in Section 8-29.3(3) and 8-29.3(4}. 9-Q2.AP9 Section 9-02, Bituminous Materials January 7, 2013 9-02.4 Anti-Stripping Additive This section is revised to read: Anti-stripping additive shall be a product listed in the current WSDOT Qualified Products List (QPL). 9-03.AP9 Section 9-03, Aggregates Apri11, 2013 9-03.1(1) General Requirements The eighth paragraph is deleted. 9-03.8(4) Blending Sand This sections including title is revised to read: Vacant 9-03.13 Backfill for Sand Drains This section is supplemented with the following: That portion of backfill retained on a No. 4 sieve shall not contain more than 0.05 percent by weight of wood waste. 9-03.13(1) Sand E3rainage Blanket The last paragraph is revised to read: That portion of backfill reiained on a No. 4 sieve shall not contain more than 0.05 percent by weight of wood waste. 9-03.14(1) Gravel Borrow Note' is deleted, including the reference in the table. 9-03.14(2) Select Borrow Note' is deleted. ' �� � � , � i lJ , � ' � � � , �J City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 ' Page 44 ' � , � _I � � � � � � � , � , � � LJ � Note 2 is re-numbered Note', including the reference in the table. 9-03.14(4) Gravel Borrow for Geosynthetic Retaining Wall This section including title is revised to read: Gravel Borrow for Structural Earth Wall All backfill material within the reinforced zone for structural earth walls shall consist of granular material, either naturally occurring or processed, and shall be free draining, free from organic or otherwise deleterious material. The material shall be substantially free of shale or other soft, poor durability particles, and shall not contain recycled materials, such as glass, shredded tires, portland cement concrete rubble, or asphaltic concrete rubble. The backfill material shall meet the following requirements for grading and quality: Geosynthetic Metallic Reinforcement Reinforcement Sieve Size Percent Passin Percent Passin 4 99-100 2 75-100 1 1/a " 99-100 1" 90-1Q0 No. 4 50-8Q 50-80 No. 40 30 max. 30 ma�c. m c No. 20{? 7.0 max. 7.0 max. Sand uivalent 50 min. 50 min. All percentages are by weight Property Test Method Geosynthetic Metallic Reinforcement Reinforcement R uirements Re uirements Los Angeles Wear AASHTO T 96 35 percent max. 35 percent max 500 rev. Degradatian Factor WSDOT Test Method T 15 min. 15 min. 113 Resistivity WSDOT Test Method T 3,000 ohm-cm, 417 �n. pH WSDOT Test Method 4.5-9 5-10 113 Chlorides AASHTO T 291 1Q0 m m�. Sulfates AASHTO T 290 200 m max. If the resistivity of the gravel borrow equals or exceeds 5,000 ohm-cm, the specified chloride and sulfate limits may be waived. Wall backfill material satisfying these grading and property requirements shall be classified as nonaggressive. 9-03.21(1) General Requirements The first sentence in the first paragraph is revised to read: Hot Mix Asphalt, Concrete Rubble, Recycled Glass (glass cullet), and Steel Furnace Slag may be used as, or blended uniformly with naturally occurring materials for aggregates. City of Federal Way RFB 13-105 , Lakota Middle School Safe Routes to School 2013 Page 45 9-03.21(1)C Vacant This section including title is revised to read: 9-03.21(1)C Recycled Glass (Glass Cullet) Glass Cullet shall meet the requirements of AASHTO M 318 with the additional requirement that the glass cullet is limited to the maximum amounts set in Section 9- 43.21(1)E for recycled glass. Prior to use the Contractor shall provide certification to the Project Engineer that the recycled glass meets the physical properties and deleterious substances requirements in AASHTO M-318. 9-03.21(1) E Table on Maximum Allowable Percent (By Weight) of Recycled Material The column heading "Recycled Glass" is revised to read "Recycled Glass (Glass Cullet) in the table. In the column "Recycled Glass (Glass Cullet)" all amounts are revised to read "20" beginning with the item "Ballast" and continuing down until the last item in the table. 9-04.AP9 Section 9-04, Joint And Crack Sealing Materials January 7, 2013 9-04.2 Joint Sealants This section is supplemented with the fallowing new sub-sections: 9-04.2(3) Polyurethane Sealant Polyurethane sealant shall conform to ASTM C 920 Type S Grade NS Class 25 Use M. Polyurethane sealant shall be compatible with the closed cell foam backer rod. When required, compatibility characteristics of sealants in contact with backer rods shall be determined by Test Method ASTM C 1087. 9-04.2(3)A Closed Cell Foam Backer Rod Closed cell foam backer rod for use with polyurethane sealant shall conform to ASTM C 1330 Type C. 9-04.10 Crack Sealing — Rubberized Asphalt This section is deleted. 9-04.11 Butyl Rubber and Nitrile Rubber This sections number is revised to read: 9-04.10 9-05.AP9 Section 9-05, Drainage Structures, Cuiverts, and Conduits January 7, 2013 9-05.0 Acceptance by Manufacturer's Certification This section including title is revised to read: u (� LJ � � � '�_ J � � ' � � � � � I�J , ' City of Federal Way RFB 13-105 lakota Mlddle School Safe Routes to School 2013 , Page 46 � � 9-05.0 Acceptance and Approval of Drainage Structures, and Culverts The Drainage Structure or Culvert may be selected from the Qualified Products List, or submitted using a Request for Approval of Materials (RAM) in accordance with Section 1- 06. � � Certain drainage materials may be accepted by the Engineer based on a madified acceptance criteria when materials are selected from the Qualified Products List (QPL). The modified acceptance criteria are defined in the QPL for each material. � � 9-05.1(6) Corrugated Polyethylene Drain Pipe, Couplings, and Fittings (Up to 10 Inch} This section is supplemented with the following: Corrugated polyethylene drain pipe manufacturers shall participate in the National � Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. � L� � � � , � ' � r � ' 9-05.1(7) Corrugated Polyethylene Drain Pipe, Couplings, and Fittings (12 Inch Through 601nch} This section is supplemented with the following: Corrugated polyethylene drain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (Nigh Density Polyethylene) Thermaplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9-05.2(?) Perforated Corrugated Polyethylene Underdrain Pipe (Up to 10 Inch) This section is supplemented with the following: � Perforated corrugated polyethylene underdrain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9-05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe (12-Inch Through 601nch Diameter Maximum), Couplings, and Fittings This section is supplemented with the following: Perforated corrugated polyethylene underdrain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and tae listed on the NTPEP audit website displaying they are NTPEP compliant. 9-05.19 Corrugated Polyethylene Culvert Pipe, Couplings, and Fittings The word "producer" is revised to read "manufacturer". The second paragraph is revised to read: Joints for corrugated polyethylene culvert pipe shall be made with either a bell/bell or bell and spigot coupling and shall incorporate the use of a gasket conforming to the City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School 2013 Page 47 requirements of ASTM D 1056 Type 2 Class B Grade 3 or ASTM F 477. All gaskets shall be factory installed on the coupling or on the pipe by the qualified manufacturer. This section is supplemented with the following: Corrugated polyethylene culvert pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9-05.20 Corrugated Polyethylene Storm Sewer Pipe, Couplings, and Fittings The word "producer" is revised to read "manufacturer". The first paragraph is revised to read: Corrugated polyethylene storm sewer pipe, couplings, and fittings shall meet the requirements of AASHTO M 294 Type S or D. The maximum pipe diameter for corrugated polyethylene storm sewer pipe shall be the diameter for which a manufacturer has submitted. Fittings shall be blow molded, rotational molded, or factory welded. This section is supplemented with the following: Corrugated polyethylene culvert pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE {High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9-05.24 Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe, and Polypropylene Sanitary Sewer Pipe This sections content is deleted and replaced with the following: All joints for polypropylene pipe shall be made with a bell/bell or bell and spigot coupling and shall conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. All gaskets shall be factory installed on the pipe in accordance with the producer's recommendations. Qualification for each producer of polypropylene storm sewer pipe requires joint system conformance to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477 and a formal quality control plan for each plant proposed for consideration. A Manufacturer's Certificate of Compliance shall be required and shall accompany the materials delivered to the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency may conduct verification tests of pipe stiffness or other properties it deems appropriate. This section is supplemented with the following new sub-sections: 9-05.24(1) Polypropylene Culvert Pipe and Storm Sewer Pipe Polypropylene culvert and storm sewer pipe shall conform to the following requirements: 1. 2. For dual wall pipe sizes up to 30 inches: ASTM F2736. . For triple wall pipe sizes from 30 to 60 inches: ASTM F2764. , u LJ �J � � � � L�� � � �J , � � �� I__ I City of Federal Way RFB 13-105 Lakota Mlddle School Safe Routes to School 2013 � Page 48 r L;� � � � � � 3. For dual wall profile pipe sizes 36 to 60 inches: AASHTO MP 21, Type S or Type D. 4. Fittings shall be factory welded, injection molded or PVC. 9-05.24(2) Polypropylene Sanitary Sewer Pipe Polypropylene sanitary sewer pipe shall conform to the following requirements: 1. ✓� 3. For pipe sizes up to 30 inches: ASTM F2736. For pipe sizes from 30 to 60 inches: ASTM F2764. Fittings shall be factory welded, injection molded or PVC. 9-06.AP9 Section 9-06, Structural Steel and Related Materials April 1, 2013 9-06.5(3) High Strength Bolts In this section, "AASHTO M 291" is revised to read "ASTM A 563", "AASHTO M 164" is revised to read "ASTM A 325", "AASHTO M 293" is revised to read "ASTM F 436", "AASHTO M 253" is revised to read "ASTM A 490", and "AASHTO M 298" is revised to read "ASTM B 695". 9-06.5(4) Anchor Bolts In this section, "AASHTO M 291" is revised to read "ASTM A 563". � 9-07.AP9 � Section 9-07, Reinforcing Steel August 6, 2012 � 9-07.7 Wire Mesh The first sentence in the first paragraph is revised to read: , Wire mesh for concrete reinforcement shall conform to the requirements of AASHTO M 55, Welded Steel Wire Fabric for Concrete Reinforcement or AASHTO M 221, Steel Welded Wire Reinforcement, Deformed for Concrete. r � r � �' a 9-10.AP9 Section 9-10, Piling Apri12, 2012 9-10.4 Steel Pile Tips and Shaes In the first paragraph "ASTM A 148 Grade 60-90" is revised to read "ASTM A 148 Grade 90- 60". City of Federal Way RFB 13-105 � Lakota Mlddle School Safe Routes ta School 2013 Page 49 9-13.AP9 Section 9-13, Riprap, Quarry Spalis, Slope Protection, & Rock for Erosion and Scour Protection and Rock Walls April 1, 2013 9-13.5(1) Semi-�pen Concrete Masonry Units Slope Protection In this section, "ASTM C 90" is revised to read "ASTM C 1319". 9-14.AP9 Section 9-14, Erosion Control and Roadside Pianting January 7, 2013 9-14.3 Fertilizer The second sentence in the first paragraph is revised to read: It may be separate or in a mixture containing the percentage of total nitrogen, available phosphoric acid, and water-soluble potash or sulfur in the amounts specified. 9-14.4(2) Hydraulically Applied Erosion Control Products (HECPs ) The first sentence in the third paragraph is revised to read: All HECPs shall be furnished premixed by the manufacturer with Organic or Synthetic Tackifier as specified in Section 9-14.4(7). The third and fourth rows in Table 1 is revised to read: Heavy Metals EPA 6020A Tota1 Metals Antimony — < 4 mg/kg Arsenic — < b mg/kg Bariurn — < 80 mg/kg Boron — < 160 mg/kg Cadmium — < 2 mg/kg Total Chromium — < 4 mg/kg Copper — < 10 mg/kg Lead — < 5 mg/kg Mercury — < 2 mg/kg Nickel — < 2 mg/kg Selenium — < 10 mg/kg Strontium — < 30 rng/kg Zinc — < 30 m Water Holding ASTM D 7367 800 percent minimum Ca acit 9-14.4(2)A Long Term Mulch In the first paragraph, the phrase "within 2 hours of application" is deleted. 9-14.4(4) Wood Strand Mulch The last sentence in the second paragraph is deleted. This section is supplemented with the following new paragraph: The Contractor shall provide Material Safety Data Sheet (MSDS) that demonstrates that the product is not harmful to plant life and a test report performed in accordance with � I � _i � , � � � L� � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 50 ' � � ' � � � II V' , � �_ � � � �� � l_ � � � � WSDOT Test Method 125 demonstrating compliance to this specification prior to acceptance. 9-14.4(8) Compost The second paragraph is revised to read: Compost production and quality shall comply with WAC 173-350 and for biosolids composts, WAC 173-308. The third paragraph is to read: Compost products shall meet the following physical criteria: 1. Compost material shall be tested in accordance with U.S. Composting Council Testing Methods for the Examination of Compost and Composting (TMECC) 02.02-B, "Sample Sieving for Aggregate Size Classification". Fine compost shall meet the following gradation: Sieve Size Percent Passin Minimum Maadmum 1" 100 /8" 90 100 i/a" 75 100 Note Maximum particle length of 4 inches. Medium compost shall meet the following gradation: Sieve Size Percent Passin Minimum Maximum 1" 100 / " 85 100 '/a" 70 85 Note Maximum particle length of 4 inches. Medium compost shall have a carbon to nitrogen ration (C:N) between 18:1 and 35:1. The carbon to nitrogen ration shall be calculated using dry weight of "Organic Carbon" using TMECC 04.01A divided by the dry weight of "Total N" using TMECC 04.02D. Coarse compost shall meet the following gradation: Sieve Size Percent Passin Minimum Maximum 2" 100 1" 90 100 3/e" 70 100 i/a" 4Q b0 Note Maximum particle length of 6 inches. Coarse compost shall have a carbon to nitrogen ratio (C:N) between 25:1 and 35:1. The carbon to nitrogen ratio City of Federal Way RFB 13-105 Lakota Middle Schaol Safe Routes to School 2013 Page 51 shall be calculated using the dry weight of "Organic Carbon" using TMECC 04.01 A divided by the dry weight of "Total N" using TMECC 04.02D. 2. The pH shall be between 6.0 and 8.5 when tested in accordance with U.S. Composting Council TMECC 04.11-A, "1:5 Slurry pH". 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be less than 1 percent by weight as determined by U.S. Composting Council TMECC 03.08-A "Classification of Inerts by Sieve Size". 4. Minimum organic matter shall be 40 percent by dry weight basis as determined by U.S. Composting Council TMECC 05.07A "Loss-On-Ignition Organic Matter Method (LOI)". 5. Soluble salt contents shall be less than 4.0 mmhos/cm when tested in accordance with U.S. Composting Council TMECC 04.10 "Electrical Conductivity." 6. Maturity shall be greater than 80 percent in accordance with U.S. Composting Council TMECC 05.05-A, "Germination and Root Elongation". ' �J � � , � � 7. Stability shall be 7-mg CO2—C/g ONUday or below in accordance with U.S. � Composting Council TMECC 05.08-8 "Carbon Dioxide Evolution Rate". 8. The compost product shall originate from organic waste as defined in WAC 173 350 as `Type 1 Feedstocks", "Type 2 Feedstocks", and/ar "Type 3 Feedstocks". The Contractor shall provide a list of feedstock sources by percentage in the final compost product. 9. The Engineer may also evaluate compost for maturity using U.S. Composting Council TMECC 05.08-E "Solvita� Maturity Index". Fine compost shall score a number 6 or above on the Solvita� Compost Maturity Test. Medium and coarse compost shall score a 5 or above on the Solvita� Compost Maturity Test. 9-14.4(8}A Compost Approval This section's title is revised to read: 9-14.4(8)A Compost Submittal Requirements The first sentence in this section up until the colon is revised to read: The Contractor shall submit the following information to the Engineer for approval: Item No. 2 in the first paragraph is revised to read: 2. A copy of the Solid Waste Handling Permit issued to the manufacturer by the Jurisdictional Health Department in accordance with WAC 173-350 (Minimum Functional Standards for Solid Waste Handling) or for biosolid composts a copy of the Coverage Under the General Permit for Biosolids Management issued to the manufacturer by the Department of Ecology in accordance with WAC 173-308 (Biosolids Management). 'I � , � � � � � � I LJ �� City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 52 ' � � �i ' 9-14.5(1} Polyacrylamide (PAM) The fourth sentence is replaced with the following two new sentences: The minimum average molecular weight shall be greater than 5-mg/mole. The charge density shall be no less than 15 percent and no greater than 30 percent. 9-14.5{2) Erosion Control Blanket This section including title is deleted in its entirety and replaced with the following: 9-14.5(2) Biodegradable Erosion Control Blanket Biodegradable erosion control blankets shall be made of natural plant fibers, and all netting material, if present, shall biodegrade within a life span not to exceed 2 years. The Contractor shall provide independent test results from the National Transportation Product Evaluation Program (NTPEP) meeting the requirements of Section 9-14.5(2)B, 9- 14.5(2)C and 9-14.5(2)D. 9-14.5(2)A Appraval and Acceptance of Biodegradable Erosion Control � Blankets The erosion control blanket may be selected from the Qualified Products List, or submitted using a Request far Approval of Materials (RAM) in accordance with � Section 1-06. Erosion control blankets may be accepted by the Engineer based on the modified acceptance criteria when materials are selected from the QPL. The modified acceptance criteria are defined in the QPL for each material. � � � � � � � � � 9-14.5(2)B Biodegradable Erosion Control Blanket for Slopes Steeper than 3:1 (H:V) Table 6 Properties ASTM Test Method Requirements for Slopes Steeper than 3:1 Protecting ASTM D 6459 C factor = 0.04 maximum for Slopes from cumulative R-Factor<231 Rainfall-Induced Soil tested shall be sandy Erosion loam as defined by the N RCS** Soil Texture Triangle Mass Per Unit ASTM D 6475 7.6 oz./sq. yd. minimum Area Light ASTM D 6567 44 % maximum Penetration Tensile Strength ASTM D 6818 10.0 x 6.0 pounds/inch minimum MD x XD* Tensile ASTM D 6818 38°lo x 33% maximum Elongation MD x XD'` City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School 2013 Page 53 'MD is Machine Design and XD is Cross Direction `*Natural Resource Conservation Services 9-14.5{2)C Biodegradable Erosion Control Blanket for Slopes Flatter than 3:1 �H:V) Tabie 7 Properties ASTM Test Method Slope Flatter than 3:1 Requirements Protecting ASTM D 6459 C factor = 0.15 maximum for Slopes from cumulative R-Factor<231 Rainfall-Induced Soil tested shall be sandy Erosion loam as defined by the NRCS*"' Soil Texture Triangle Mass Per Unit ASTM D 6475 7.6 oz./sq. yd. minimum Area Light ASTM D 6567 40% maximum Penetration Tensile Strength ASTM D 6818 � 6.5 x 2.3 pounds/inch minimum MDxXD" Tensile ASTM D 6818 38% x 33% maximum Elongation MD x XD* *MD is Machine Design and XD is Cross Direction *"Natural Resource Conservation Services 9-14.5(2)D Biodegradable Erosion Control Blanket for Ditches Table 8 Properties Test Method Requirements Performance in ASTM D 6460 Limiting Shear (T�;m;t) = 2•0 psf Protecting Soil tested shall be sandy minimum. Earthen laam as defined by the Channels from NRCS"* Limiting Velocity (V�;m;t) = 7•5 Stormwater- Soil Texture Triangle ff/sec flow minimum. Induced Erosion Mass per Unit ASTM D 6475 7.4 oz./ sq. yd. minimum Area City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 20f 3 Page 54 Light ASTM D 6567 65 % maximum Penetration Tensile Strength ASTM D 6818 9.6 x 32 Ibs/inch minimum MDxXD'` Tensile ASTM D 6818 38% x 33°10 maximum Elongation MD x XD* "MD is Machine Design and XD is Cross Direction *"Natural Resource Conservation Services 9-14.5(4} Geotextile Encased Check Dam This section including title is revised to read: 9-14.5(4) Check Dams All materials used for check dams shall be non-toxic and nat pose a threat to wildlife when installed. This section is supplemented with the following new sub-sections: 9-14.5(4)A Biodegradable Check Dams Biodegradable check dams shall meet the following requirements: Biodegradable Check Dams Materials Wattle Check Dam 9-14.5(5) Compost Sock Check Dam 9-14.5(6) Coir Log Check Dam 9-14.5(7) The Contractor may substitute a different biodegradable check dam as long as it complies with the following and is approved by the Engineer: 1. Made af natural plant fiber. 2. Netting if present shall be biodegradable. 9-14.5(4)B Non-biodegradable Check Dams Non-biodegradable check dams shall meet the following requirements: 1. Geotextile materials shall conform to section 9-33 for silt fence. 2. Other such devices that fulfill the requirements of section 9-14.5(4) and shall be approved by the Engineer prior to installation. 9-14.6(1) Description In item No. C in the fourth paragraph, "22-inch" is revised to read "2-inch". City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes ta School 2013 Page 55 9-15.AP9 Section 9-15, Irrigation System April 1, 2013 9-15.1(2j Polyvinyl Chloride Pipe and Fittings In the first paragraph, "ASTM D 1784" is revised to read "ASTM D 1785". 9-16.AP9 Section 9-16, Fence and Guardrail January 7, 2013 9-16.1(1)A Post Material for Chain Link Fence The first paragraph is revised to read: Except as noted otherwise, post material shali conform to the requirements of AASHTO M 181, Type 1(zinc-coated steel), Grade 1 or 2, and shall include all round and roll-formed material (line posts, brace posts, end posts, corner posts, and pull posts). The last sentence in the fourth paragraph is deleted. 9-16.1 {i }C Tension Wire and Tension Cable This section including title is revised to read: 9-16.1(1)C Tension Wire Tension wire shall meet the requirements of AASHTO M 181. Tension wire galvanizing shall be Class 1. 9-16.1(1)D Fittings and Hardware The second sentence in the first paragraph is deleted. The last paragraph is deleted. 9-16.1(2) Approval This section is deleted. 9-16.2(2) Approval This section is deleted. 9-16.4(2j Wire Mesh This section is revised to read: The galvanized wire mesh shall be a Style 1 double-twisted hexagonal mesh conforming to ASTM A 975 with 8 by 10 opening, except when a colorized, polyvinyl chloride coating is required then the Style shall be a Style 3. The longitudinal edges of the wire mesh fabric shall have knuckled selvedges with continuous selvedge wire as specified in ASTM A 975. 9-16.4(3) Wire Rope This section is revised to read: �� � � ' � � � � L� � � � LJ � � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 56 C� � � ' � � � � � � � � � � Wire rope shall be 31a- inch-diameter, independent wire rope class (IWRC) 6x19, extra improved plow steel (EIP) wire rope galvanized in accordance with ASTM A1023. Each lot of wire rope shall be accompanied by a Manufacturer's Certificate of Compliance, a mill certificate, and a test report showing the wire rope meets the minimum breaking force requirements of ASTM A 1023. 9-16.4(4) Hardware This section is revised to read: Weldless steel rings shall be drop-forged steel and heat treated after forging; have a single pull, working load limit of at least 10,000 Ibs; and meet performance requirements of Federal Specification RR-C-271 D Type VL Thimbles required for all wire rope loops shall be standard weight, galvanized, and meet performance requirements of Federal Specification FF-T-276b Type II. Wire rope clips shall have drop-forged steel bases, be galvanized, and meet performance requirements of Federal Specification FF-C-450 Type I Class 1. 9-16.4(5) Hog Rings and Tie Wire This section including title is revised to read: 9-16.4(5) Fasteners and Lacing Wire Fasteners shall consist of 11 gauge high tensile steel. �acing wire shall consist of 9 gauge, zinc-coated steel wire conforming to ASTM A 641. 9-16.4(6) Grout This section including title is deleted. 9-16.4(7) Anchor This section including title and section number is revised to read: 9-16.4(6) Ground Anchors Threaded bar ground anchors shall be deformed, continuously threaded, steel reinforcement bars conforming to either Section 9-07.2 or Section 9-07.11. Threaded bar ground anchors shall be either epoxy-caated in accordance with Sections 6-02.3(24)H and 9-07.3 or galvanized after fabrication in accordance with ASTM A 767 Class I. Hollow-core anchor bars shall have continuous threads/deformations and be fabricated from steel tubing conforming to ASTM A 519. Couplers and nuts shall provide 100% of the guaranteed minimum tensile strength of the hollow core anchor bars. Bearing plates shall conform to ASTM A 572 Grade 54 and shall be galvanized after fabrication in accordance with AASHTO M 111. Nuts shall conform to either AASHTO M 291 Grade B, hexagonal, or Section 9-07.11. Nuts shall be galvanized after fabrication in accordance with AASHTO M 111 for plate washers and AASHTO M 232 for all other hardware. Grout for ground anchors shall be Grout Type 2 for Nonshrink Applications, conforming to Section 9-20.3(2). Concrete for soil anchor deadmen shall be either commercial concrete conforming to 8 Section 6-02.3(2)B or Class 3000 conforming to Section 6-(}2. City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes ta School 2013 Page 57 Steel reinforcing bars for soil anchor deadmen shall conform to Section 9-07.2, and shall be epoxy-coated in accordance with Sections 6-02.3(24)H and 9-07.3. 9-16.6(3) Posts This section is revised to read: Line posts for Types 1 and 2 glare screens shall be 2 inch inside diameter galvanized steel pipe with a nominal weight of 3.65 pounds per linear foot. End, corner, brace, and pull posts for Type 1 Design A and B and Type 2 shall be 2 1/2 inch inside diameter galvanized steel pipe with a nominal weight of 5.79 pounds per linear foot. Intermediate pull posts (braced line posts) shall be as specified for line posts. The base material for the manufacture of steel pipes used for posts shall conform to the requirements of ASTM A 53, except the weight tolerance on tubular posts shall be applied as provided below. Posts provided for glare linear foot, as specified, each individual post. screen will have an acceptance tolerance on the weight per equal to plus or minus 5 percent. This tolerance will apply to All posts shall be galvanized in accordance with AASHTO M 181 Section 32. The minimum average zinc coating is per square foot of surface area. This area is defined as the total area inside and outside. A sample for computing the average of mass of coating is defined as a 12-inch piece cut from each end of the galvanized member. 9-16.6(5) Cable This section including title is revised to read: 9-16.6(5) Vacant 9-16.6(6) Cable and Tension Wire Attachments This section including title is revised to read: 9-16.6(6) Tension Wire Attachments All tensian wire attachments shall be galvanized steel conforming to the requirements of AASHTO M 232 unless otherwise specified. Eye bolts shall have either a shoulder or a back-up nut on the eye end and be provided with an eye nut where needed or standard hex nut and lock washer 3/e-inch diameter for tension wire and of sufficient length to fasten to the type of posts used. Turnbuckles shall be of the shackle end type, '/2 inch diameter, with standard take-up of 6 inches and provided with'/$ inch diameter pins. 9-16.6(9) Fabric Bands and Stretcher Bars The first paragraph is revised to read: Fabric bands shall be'/$ inch by linch nominal. Stretcher bars shall be 3/s inch by 3/a inch nominal or 5/,6 inch diameter round bar nominal. A 5/,s inch diameter round stretcher bar shall be used with Type 1. Nominal shall be construed ta be the area of the cross section of the shape obtained by multiplying the specified width by thickness. A variation of minus 5-percent from this theoretical area shall be construed as "nominal" size. All shall be galvanized to meet the requirements of ASTM F 626. � i � �J � � �J LJ � � � � � u City of Federal Way RFB 13-105 Lakota Mlddle School Safe Routes to Scbool • 2013 , Page 58 � � � LJ 9-18.AP9 Section 9-18, Precast Traffic Curb and Biock Traffic Curb August 6, 2012 This section's title is revised to read: 9-18 Precast Traffic Curb 9-18.3 Block Traffic Curb This section including title is revised to read: 9-18.3 Vacant 9-20.AP9 � Section 9-20, Concrete Patching Material, Grout, and Mortar January 2, 2012 � � 9-2�.3(3) Grout Type 3 for Unconfined Bearing Pad Applications This section is revised to read: Grout Type 3 shall be a prepackaged material meeting the requirements of ASTM C 928 — Table 1, R2 Concrete or Mortar. 9-20.3(4) Grou# Type 4 for Multipurpose Applications In the third sentence of the first paragraph, the reference "0.40" is revised to read "0.45". 9-23.AP9 � Section 9-23, Concrete Curing Materials and Admixtures Apri12, 2012 � 9-23.2 Liquid Membrane-Forming Concrete Curing Compounds In the first paragraph, "moisture loss" is revised to read "water retention". � 9-28.AP9 Section 9-28, Signing Materials and Fabrication April 1, 2013 � � � � � 9-28.14(2) Steel Structures and Posts "AASHTO M 291" is revised to read "ASTM A 563" and "AASHTO M 293" is revised to read "ASTM F 436". 9-29.AP9 Section 9-29, Illumination, Signal, Electrical April 1, 2013 9-29.1(4) Non-Metallic Conduit This section is supplemented with the following new sub-section: 9-29.1{4)D Deflection Fittings Deflection Fittings for use with rigid PVC conduit shall be as described in 9-29.1(2)A City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School �� 3 Page 59 9-29.2 Junction Boxes, Cable Vauits, and Pull Boxes The section is supplemented with the following: The Contractor shall perform quality control inspection. The Contracting Agency intends to perform Quality Assurance Inspection. By its inspection, the Contracting Agency intends only to verify the quality of that Work. This inspection shall not relieve the Contractor of any responsibility for identifying and replacing defective material and workmanship. Prior to the start of production of the precast concrete units, the Contractor shall advise the Engineer of the production schedule. The Contractor shall give the Inspector safe and free access to the Work. If the Inspector observes any nonspecification Work or unacceptable quality control practices, the Inspector will advise the plant manager. If the corrective action is not acceptable to the Engineer, the unit(s) will be rejected. 9-29.2(1) Standard Duty and Heavy-Duty Junction Boxes The third paragraph is deleted and replaced with the following new paragraphs: The Contractor shall provide shop drawings for all components, including the concrete box, and Lid and the shop drawings shall show placement of reinforcing steel. The shop drawing shall be prepared by (or under the direct supervision of) a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each sheet shall carry the following: 1. Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. 2. The initials and dates of all participating design professionals 3. Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. 4. Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. For each type of junction box, or whenever there is a change to the junction box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. 9-29.2(1)A Standard Duty Junction Boxes The sub-paragraph's titled "Concrete Junction Boxes" are revised to read: Concrete Junction Boxes The Standard Duty Concrete Junction Box steel frame, lid support, and lid shall be painted with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc primer in accordance with Section 6-07.3, or hot-dip galvanized in accordance with AASHTO M 111. All Standard Duty Concrete Junction Boxes placed in sidewalks, walkways, and shared-use paths shall have slip-resistant surfaces. Slip- reisistant lids and frames shall be hot dip galvanized. Concrete used in Standard Duty Junction Boxes shall have a minimum compressive strength of 6,000 psi when reinforced with a welded wire hoop, or 4,000 psi when reinforced with welded wire fabric or fiber reinforcement. The frame shall be anchored to � � � � � � � f , L� � �� � � � � City of Federal Way RFB 13-105 Lakota Mlddle School Safe Route.s to School 2013 � Page 60 �� � � �J � � L� � � � � � the box by welding headed studs 3/s by 3 inches long, as specified in Section 9-06.15, to the frame. The wire fabric shall be attached to the studs and frame with standard tie practices. The box shall contain ten studs located near the centerline of the frame and box wall. The studs shall be placed one anchor in each corner, one at the middle of each width and two equally spaced on each length of the box. Materials for Type 1, 2, and 8 Concrete Junction Boxes shall conform to the following: Materials Requirement Concrete Section 6-02 Reinforcing Steel Section 9-07 Fiber Reinforcing ASTM C 1116, Type III Lid ASTM A 786 diamond plate steel Slip Resistant Lid ASTM A 36 steel Frame ASTM A 786 diamond plate steel or ASTM A36 steel Slip Resistant Frame ASTM A 36 steel Lid Support ASTM A 36, or ASTM A1011 Grade SS Handle & Handle support ASTM A 36 steel or ASTM A1011 Grade CS or SS Anchors (studs) Section 9-06.15 ASTM F 593 or A 193, Type 304 or 316, or Bolts, Studs, Nuts, Stainless Steel grade 302, 304, or 316 Washers steel in accordance with approved shop drawin Locking and Latching �n accordance with approved shop Mechanism Hardware drawings and Bolts 9-29.2(1)B Heavy Duty Junction Boxes The section is revised to read: Heavy-Duty Junction Boxes shall be concrete and have a minimum vertical load rating of 46,QOQ pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9-29.2(1)C. The Heavy-Duty Junction Box steel frame, lid support and lid shall be painted with a shop applied, inorganic zinc primer in accordance with Section 6-07.3. Materials for Type 4, 5, and 6 Concrete Junction Boxes shall conform to the following: Materials Requirement Concrete Section 6-02 Reinforcing Steel Section 9-07 ASTM A 786 diamond plate steel, rolled from plate complying with ASTM A 572, Lid grade 50 or ASTM A 588, and having a min. CVN toughness of 20 ft-Ib at 40 de rees F. City of Federal Way RF813-105 � Lakota Middle School Safe Routes to School 2013 Page 61 Frame and stiffener ASTM A 572 grade 50 or ASTM A 588, both plates with min. CVN toughness of 20 ft-ib at 40 de rees F Handle ASTM A 36 steel or ASTM A 1011 Grade CS or SS Anchors (studs) Section 9-06.15 Bolts, Studs, Nuts, ASTM F 593 or A 193, Type 304 or 316, or Washers Stainless steel grade 302, 304, or 316 in accordance with a roved sho drawin Hinges and Locking and �n accordance with approved shop Latching Mechanism drawings Hardware and Bolts The lid stiffener plates shall bear on the frame, and be milled so that there is full even contact, around the perimeter, between the bearing seat and lid stiffener plates, after fabrication of the frame and lid. The bearing seat and lid perimeter bar shall be free from burrs, dirt, and other foreign debris that would prevent solid seating. Bolts and nuts shall be liberally coated with anti-seize compound. Bolts shall be installed snug tight. The bearing seat and lid perimeter bar shall be machined to allow a minimum of 75 percent of the bearing areas to be seated with a tolerance of 0.0 to 0.005 inches measured with a feeler gage. The bearing area percentage will be measured for each side of the lid as it bears on the frame. 9-29.2(1)C Testing Requirements The first paragraph is revised to read: The Contractor shall provide for testing of junction boxes, cable vaults and pull boxes. Junction boxes, cable vaults and pull boxes shall be tested by an independent materials testing facility, and a test report issued documenting the results of the tests performed. The second paragraph is revised to read: For concrete junction boxes, vaults and pull boxes, the independent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. One capy of the test report shall be furnished to the Contracting Agency certifying that the box and cover meet or exceed the loading requirements for a concrete junction box, and shall include the following information: 1. Product identification. 2. Date of testing. 3. Description of testing apparatus and procedure. 4. All load deflection and failure data. 5. Weight of box and cover tested. � � � � LJ � � � � r � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to Schoal 2013 � Page 62 � � � � � � � �_J � � � � 7. Upon completion of the required test(s) the box shall be loaded to failure. A brief description of type and location of failure. The third paragraph is revised to read: For non-concrete junction boxes the independent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. One copy of the test report shall be furnished to the Contracting Agency certifying that the box and cover meet or exceed the loading requirements for a non-concrete junction box, and shall include the following information: 1. Product identification. 2. Date of testing. 3. Description of testing apparatus and procedure. 4. All load deflection data. 5. Weight of box and cover tested. The first paragraph following the title "Testing for the Standard Duty Non-Concrete Junction Boxes" is revised to read: Non-concrete Junction Boxes shall be tested as defined in the ANSI/SCTE 77-2007 Tier 15 test method with test Ioad minimum of 22,500 Ibs. In addition, the Contractor shall provide a Manufacture Certificate of Compliance for each non-concrete junction box installed. 9-29.2(2) Standard Duty and Heavy-Duty Cable Vaults and Pull Boxes This section is revised to read: Standard Duty and Heavy-Duty Cable Vaults and Pull Boxes shall be constructed as a concrete box and as a concrete lid. The lid for the Heavy-Duty and Standard Duty Cable Vaults and Pull Boxes shall be interchangeable and both shall fit the same box as shawn in the Standard Plans. The Contractor shall provide shop drawings for all components, including concrete box, Cast Iron Ring, Ductile Iron Lid, Steel Rings, and Lid. In addition, the shop drawings shall show placement of reinforcing steel, knock outs, and any other appurtenances. The shop drawing shall be prepared by or under the direct supervision of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each sheet shall carry the following: Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. 2. The initials and dates of all participating design prafessionals City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School 2013 Page 63 3. Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. 4. Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. For each type of box or whenever there is a change to the Cable Vault or Pull box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. 9-29.2{2}A Standard Duty Cable Vaults and Pull Boxes This section is revised to read: Standard Duty Cable Vaults and Pull boxes shall be concrete and have a minimum load rating of 22,500 pounds and be tested in accordance with Section 9-29.2(1)C for concrete Standard Duty Junction Boxes. Concrete for standard duty cable vaults and pull boxes shall have a minimum compressive strength of 4,400 psi. The lid frame shall be anchored to the vault/box concrete lid by welding headed studs $/$ by 3 inches long, as specified in Section 9-06.15, to the frame. The wire fabric shall be attached to the studs and frame with standard tie practices. The vault/box concrete lid shall contain ten studs located near the centerline of the frame and wall. Studs shall be placed one anchor in each corner, one at the middle of each width and two equally spaced on each length of the vaulUbox. The steel frame, lid support, and lid shall be painted with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc primer in accordance with Section 6-07.3 or hot-dip galvanized in accordance with ASTM M 111. All Standard Duty Cable Vaults and Pull Boxes placed in sidewalks, walkways, and shared-use paths shall have slip-resistant surfaces. The steel frame, lid support, and lid for the Standard Duty Cable Vaults and Pull Boxes shall be hot-dip galvanized. Materials for Standard Duty Cable Vaults and Pull Boxes shall canform to the following Materials Requirements Concrete Section 6-02 Reinforcing Steel Section 9-Q7 Lid ASTM A 786 diamond plate steel Slip Resistant Lid ASTM A 36 Steel Frame ASTM A 786 diamond plate steel or ASTM A 36 Slip Resistant Frame ASTM A 36 Steel Lid Support ASTM A 36 Steel, or ASTM A 1011 Grade SS Handle & Handle ASTM A 36 steel or ASTM A 1011 Grade Su ort CS or SS Anchors (studs) Section 9-06.15 Bolts, Studs, Nuts, ASTM F593 or A 193, type 304 or 316, or Washers Stainless steel rade 302, 304, 316 er � � � � � � � � � � � � City of Federal Way RFB 13-105 Lakota Mlddle School Safe Rout�a to School 2013 � Page 64 � � � � � � � � � � �: approved shop drawing Hinges and Locking In accordance with approved shop Mechanism Hardware drawings and Bolts 9-29.2(2)B Heavy-Duty Cable Vauits and Pull Boxes This section is revised to read: Heavy-Duty Cable Vaults and Pull Boxes shall be constructed of concrete having a minimum compressive strength of 4,000 psi, and have a minimum vertical load rating of 46,400 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9-29.2(1)C for Heavy-Duty Junction Boxes. Materials for Heavy Duty Cable Vaults and Pull boxes shall conform to the following: Materials Requirements Concrete Section 6-02 Reinforcing Steel Section 9-07 Cover Section 9-05.15(1) Ring Section 9-05.15(1) Anchors (studs) Section 9-06.15 ASTM F 593 or A 193, Type 304 or 316, or Bolts, Nuts, Washers Stainless steel grade 302, 304, 316 in accordance with a roved sho drawin 9-29.6(2) Slip Base Hardware "AASHTO M 291" is revised to read "ASTM A 563", "AASHTO M 164" is revised to read "ASTM A 325", and "AASHTO M 293" is revised to read "ASTM F 436. 9-29.6(5) Foundation Hardware "AASHTO M 291" is revised to read "ASTM A 563". 9-29.10 Luminaires The third paragraph is revised to read: All luminaires shall be provided with markers for positive identification of light source type and wattage. Markers shall be 3 inches square with Gothic bold, black 2-inch legend on colored background. Background color shall be gold for high-pressure sadium and red for metal halide, and white for induction light sources. Legends shall be sealed with transparent film resistant to dust, weather, and ultraviolet exposure. 9-29.10{2) Decorative Luminaries The second sentence in the third paragraph is deleted. 9-29.13 Traffic Signal Controllers This section and all sub-sections including title is revised to read: 9-29.13 Control Cabinet Assemblies Control cabinet assemblies shall include all necessary equipment and auxiliary equipment for controlling the operation of traffic signals, programmable message signs, illumination City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School 2013 Page 65 systems, ramp meters, data stations, CCTV, and similar systems as required for the specific application. Traffic Signal Controller Cabinet Assemblies shall meet the requirements of the NEMA TS1 and TS2 specification or the California Department of Transportation "Transportation Electrical Equipment Specifications" {TEES) dated March 12, 2009 as defined in this specification. 9-29.13(1) Environmental, PerFormance, and Test Standards for Solid•State Traffic Controller Assemblies The scope of this Specification includes the controller of solid-state design installed in a weatherproof controller cabinet. The controller assembly includes the cabinet, controller unit, Ioad switches, signal conflict monitoring circuitry, accessory logic circuitry, AC line filters, vehicle detectors, coordination equipment and interface, and preemption equipment. NEMA control assemblies shall meet or exceed current NEMA TS 1 Environmental Standards. Normal operation will be required while the control assembly is subjected to any combination of high and low environmental limits (such as low voltage at high temperature with high repetition noise transients). All other control equipment shall meet the environmental requirements of California Department of Transportation "Transportation Electrical Equipment Specifications" (TEES) dated March 12, 2009. The Contractor shall furnish to the Contracting Agency all guarantees and warranties furnished as a normal trade practice for all control equipment provided. 9•29.13(2) Manufacturing Quality The fabricator of the Control, cabinet Assemblies shall perform quality control {QC) inspections based on their QC program. Their QC program shall be submitted and approved by WSDOT at least annually. The fabricator of the controller shall certify that the controller meets all requirements of the Standard Specifications and Special Provisions for the specific application. The QC program shall include, but not be limited to, the following: 2. 3. 4. 5. 6. 7. Quality Statement Individual responsible for quality (organizational chart) Fabrication procedures Test procedures Documented inspection reports Documented test reports Certification package 9-29.13(2)A Traffic Signal Controller Assembly Testing Each traffic signal controller assembly shall be tested as follows. shall: 1. Seven days prior to shipping, arrange appointment cabinet assembly, and testing at the WSDOT Materials the facility designated in the Special Provisions. City of Federal Way Lakota Mlddle School Safe Routes to School Page 66 � � � � � The supplier � for controller Laboratory or � � RFB 13-105 2013 � � � � � 2. Assembly shall be defined as but not limited to tightening all screws, nuts and bolts, verifying that all wiring is clear of moving parts and properly secured, installing all pluggables, connecting all cables, Verify that all Contract required documents are present, proper documentation is provided, and all equipment required by the Contract is installed. 3. The assembly shall be done at the designated WSDOT facility in the presence of WSDOT personnel. 4. The supplier shall demonstrate that all of the functions required by this Specification and the Contract Plans and Special Provisions perform as intended. Demonstration shall include but not be limited to energizing the cabinet and verifying that all 8 phases, 4 pedestrian movements, 4 overlaps (as required by the Contract Provisions) operate in accordance with Section 9-29.13. The supplier shall place the controller in minimum recall with interval timing set at convenient value for testing purposes. Upon a satisfactory demonstration the controller assembly will then be accepted by WSDOT for testing. 5. If the assembly and acceptance far testing is not complete within 5 � working days of delivery, the Project Engineer may authorize the return of the assembly to the supplier, with callect freight charges to the supplier. � � � � . u � E� The Contractor will be notified when the testing is complete, and where the assembly is to be picked-up for delivery to the project. The supplier has 5 working days to repair or replace any components that fail during the testing process at no cost to the Contracting Agency. A failure shall be defined as a component that no longer functions as intended under the conditions required or does not meet the requirements of the Contract Specifications and is at the soul discretion of WSDOT. Any part or component of the controller assembly, including the cabinet that is rejected shall not be submitted for use by WSDOT or any City or County in the State of Washington. 9-29.13{3) Traffic Signal Controller The traffic signal controller shall conform to the Contract requirements and the applicable Specifications as listed below: All solid-state electronic traffic-actuated controllers and their supplemental devices shall employ digital timing methods. A. NEMA cantrol and all auxiliary equipment shall conform to current NEMA TS1 or TS2 Specification. Every pin of every connecting plug shall be utilized as described within the NEMA requirement, except that those pins identified as "spare" or "future" shall remain unused. B. Type 170E controllers shall conform to the TEES. The 170E controller shall be provided with a program card, one blank ROM chip, and two 64K non- volatile memory chips. City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School 2013 Page 67 C. Type 170E/HC-11 controllers shall conform ta the current Oregon Department of Transportation Specification for modei 170E/HC-11 controller. The 170E controller with the HCii chip shall be compatible with the software specified in the Contract. The controller shall be provided with one ROM chip and one 64K non-volatile memory chip. D. Vacant E. Type 2070 controllers shall conform to the TEES. The standard 2070 controller shall consist of the following: 2070 2070E 2070N1 2Q70-5 VME ca e 2070-1 E CPU 2070-1 E CPU 2070-1 E CPU Card Card Card 2070-3B Front 2070-3B 2070-3B Front Panel Panel Front Panel 2070-4 Power 2070-4 Power 2074-4 Power Su I Su I Su I 2070-2A Field 2070-2A Field 2070-2B Field I/O Il0 I/O X X 2Q70-8 Interface 9-29.13(4) Traffic-Signal Controller Software All traffic signal controllers shall operate with software specified in the contract. Traffic-actuated controllers shall be electronic devices which, when connected to traffic detectors or other means of actuation, or both, shall operate the electrical traffic signal system at one or more intersections. If the complete traffic controller defined in the Special Provision requires NTCIP compliance the following are the minimum requirements for NTCIP operation. Communication The traffic controller hardware and software shall communicate with the central computer in a polled multi-drop operation. In the polled multi-drop operation, several traffic controllers shall share the same communication channel, with each controller assigned a unique ID number. Controller ID numbers shall conform to the NTCIP requirements for address numbers. A traffic controller shall only reply to messages labeled with its ID. In polled multi-drop mode, traffic controllers never initiate communication, but merely transmit their responses to messages from the central computer. A laptop computer connected to the traffic controller's local communication. port shall have the same control and diagnostic capabilities as the central computer. However, local laptop control capability shall be limited to that traffic controller. NTCIP Requirements The traffic controller software shall comply with the National Transportation Communications for ITS Protocol (NTCIP) documents and all related errata sheets published before July 1, 1999 and as referenced herein. � � � � � � � � � � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 68 � The traffic controller software shall su ort the followin standards: pP 9 ,� 1. NTCIP 1101, Simple Transportation Management Framework {STMF), Conformance Level 1(Simple Network Management Protocol (SNMP}) � 2. NTCIP 2001, Class 8 Profile. All serial ports on the device shall support communications according to these standards. � � 3. NTCIP 2101, SP-PMPP/RS232 Point-to-Multi-Point Protocol (PMPP) 4. NTCIP 2201, NTCIP TP-Null Transport Profile Null (TP-NULL) The traffic controller software shall implement all mandatory objects of all mandatory conformance groups as defined in NTCIP 1201, G/obal Object Definitions, and NTCIP 1202, Object Definitions forActuated Traffic Signa/ Control/er Units. Software shall implement the following conformance groups: NTCIP 1202, Object Definitions for ASC Conformance Grou Reference Confi uration 1201 2.2 Time Mana ement Time Base Event Schedule Re ort 2.5 Phase 1202 2.2 Rin s 2.8 Detector 2.3 Unit 2.4 Preem t 2.7 Time Base 2.6 Coordination 2.5 Channel 2.9 Overla s 2.10 The software shall implement the following optional objects: Objects required by these specifications shall support all values within its standardized range. The standardized range is defined by a size, range, or enumerated listing indicated in the object's SYNTAX field and/or through descriptive text in the object's description field. The following list indicates the madified object requirements for these objects. City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School 2013 Page 69 MventConfi Mode Values 2 thru 5 mventConfi Action Values 2 and 3 MaxEventLo Size 255 MaxEventClasses 7 PMPP maxGrou Address 2 ASC Phase maxPhases 8 PhaseStart Values 2 thru 6 hase0 tions All Values maxPhaseGrou s 1 Rin s maxRin s 2 maxSe uences 16 Detector maxVehicleDetectors 64 vehicleDetector0 tions All Values maxPedestrianDetector 8 Unit unitAutoPedestrianClear All Values unitControlStatus All Values unitFlashStatus All Values unitControl All Values maxAlarmGrou s 1 S ecial Function maxS ecialFunctionsOut uts 8 Coordination coordCorrectionMode Values 2 thru 4 coordMaximumMode Values 2 thru4 coordForceMode Values 2 and 3 maxPatterns 48 atternTableT e Either 2,3 or 4 maxS lits 16 s IitMode Values 2 thru 7 IocalFreeStatus Values 2 thru 11 Time Base maxTimebaseAscAction 48 Preem t maxPreem ts 4 reem tControl All Values reem tState Values 2 thru 9 Overla s maxOverla s 4 overla T Value 2 and 3 maxOverla statusGrou 1 Channels maxChannels 16 channelControlGrou Values 2 thru 4 channelFlash Value 0,2,4,6,8,10,12 and 14 channelDim Values 0 thru 15 maxChannelStatusGrou 2 TS 2 Port 1 maxPortAddresses 18 ort1 Table Values 2 and 3 * values in excess of the minimum requirement are considered to meet the specification. Documentation � �� � � � � City of Federal Way RFB 13-105 Lakota Mlddle School Safe Route.s to Schoal 2013 � Page 70 � � � � � � Software shall be supplied with all documentation on a CD. ASCII versions of the following Management Information Base (MIB) files in Abstract Syntax Notation 1 (ASN.1 } format shall be provided on CD-ROM: 1. The official MIB Module referenced by the device functionality. 2. A manufacturer-specific version of the official MIB Module with the non- standardized range indicated in the SYNTAX field. The filename shall match the official MIB Module, with the extension "spc". 3. A MIB Module of all manufacturer-specific objects supported by the device with accurate and meaningful DESCRIPTION fields and the supported ranges indicated in the SYNTAX field. 9-29.13(5) Flashing Operations All traffic signals shall be equipped for flashing operation of signal displays. Controllers and cabinets shall be programmed for flashing red displays for all apprbaches. During flashing operation, all pedestrian circuits shall be de-energized. Actuated traffic signal control mechanisms shall be capable of entry into flash operation and return to stop-and -go operation as follows: Terminal Strip Input (Remote Flash}. When called as a function of a terminal strip input, the controller shall provide both sequenced entry inta flash and sequenced return to normal operation consistent with the requirements of the latest edition of the Manual on Uniform Traffic Control Devices. 2. Police Panel Switch. When the flash-automatic switch located behind the police panel door is turned to the flash position, the signals shall immediately revert to flash; and, the controller shall have a stop time input applied. When the switch is placed on automatic, the controller shall immediately time an 6 second all red period then resume stop-and-go operations at the beginning of major street green. 3. Controller Cabinet Switches. When the flash-automatic switch located inside the controller cabinet is placed in the flash position, the signals shall immediately revert to flash; however, the controller shall not have a stop time input applied. When the flash-automatic switch is placed in the automatic position, the controller shall immediately time a 6 second all red period, then resume stop-and-go operation at the beginning of the major green. 4. Power Interruption. On "NEMA" controllers any power interruption longer than 475 plus or minus 25 milliseconds, signals shall re-energize consistent with No. 2 above to ensure an 6-second flash period prior to the start of major street green. A power interruption of less than 475 plus or minus 25 milliseconds shall not cause resequencing of the controller and the signal displays shall re-energize without change. Type 170 controllers shall re- energize consistent with Na. 2 abave after a power interruption of 1.75 plus or minus 0.25 seconds. The 6-second flash period will not be required. Any power interruption to a 2070 type controller shall result in a 6 second flash period once power is restored. City of Federal Way RFB 13-105 � • Lakota Middle Schaol Safe Routes to School 2013 Page 71 5. Conflict Monitor. Upon detecting a fault condition the conflict monitor shall immediately cause the signal to revert to flash and the controller to stop time. After the conflict monitor has been reset, the controller shall immediately take command of the signal displays at the beginning of major street green. 9-29.13{6) Emergency Preemption Immediately after a valid call has been received, the preemption equipment shall cause the controller to terminate the appropriate phases as necessary with the required clearance intenrals and enter any programed subsequent preemption sequence. Preemption sequences shall be as noted in the Contract. 9-29.13(7� Wiring Diagrams Schematic wiring diagrams of the controllers, cabinets and auxiliary equipment shall be submitted when the assemblies are delivered. The diagram shall show in detail all circuits. and parts. The parts shall be identified by name or number in a manner readily interpreted. Two hard copies of the cabinet wiring diagram and component wiring diagrams shall be furnished with each cabinet and a pdf file of the cabinet wiring and component drawings. The schematic drawing shall consist of a single sheet, detailing all circuits and parts, not to exceed 52-inches by 72-inches. The cabinet wiring diagram shall indicate and identify all wire terminations, all plug connectors, and the locations of all equipment in the cabinet. Included in the diagram shall be an intersection sketch identifying all heads, detectors, and push buttons and a phase diagram. 9-29.13(8) Generator Transfer Switch When specified in the contract, A generator transfer switch shall be included. . The Generator Transfer Switch shall be capable of switching power from a utility power source to an external generator power source. The Transfer Switch enclosure shall be of identical materials and dimensions and installation methods as the Police Panel type enclosure specified in the first paragraph of S�cial Provision 9-29.13(14)D except that the enclosure door shall include a spring loaded construction core lock capable of accepting a Best 6-pin CX series core. The core lock shall be installed with a green construction core. Upon contract completion, two master keys for the construction core shall be delivered to the Engineer. The enclosure shall include the following Transfer Switch equipment: � 3 One Nema L5-30P Flanged Inlet generator connector One Utility power indicator light One generator indicator light 4. Two 30 amp, 120 volt, single pole, single phase, circuit circuit breaker shall be labeled "Generator" and the othe shall be labeled "Utility". Both labels shall be engraved plates. City of Federal Way Lakota Mlddle School Safe Routes to School Page 72 � � � � � � � breakers. One r circuit breaker � phenolic name � � RFB 13-105 2013 � � � � 5. A mechanical lock out feature that prevents the Utility circuit breaker and the Generator circuit breaker from being in the ON position at the same time. The circuit breakers shall be capable of being independently switched. 6. The conductors from the Generator Transfer Switch enclosure to the cabinet circuit breaker shall be enclosed in nylon mesh sleeve. 7. The enclosure door shall be labeled with the letters "GTS". 9-29.13(9) Vacant 9-29.13(10) NEMA, Type 170E, 2070 Controllers and Cabinets 9-29.13(10)A Auxiliary Equipment for NEMA Controllers The following auxiliary equipment shall be furnished and installed in each cabinet for NEMA traffic-actuated controllers: 1. A solid-state Type 3 NEMA flasher with flash-transfer relay which will � cut in the flasher and isolate the controller from light circuits. See Section 9-29.13(5) for operational requirements. � � � 2. Modular solid state relay load switches of sufficient number to provide for each vehicle phase (including future phases if shown in the plans), each pedestrian phase and preemption sequence indicated in the Contract. Type P& R cabinets shall include a fully wired 16-position back panel. Solid-state load switches shall conform to NEMA standards except only optically isolated load switches will be allowed. Load switches shall include indicator lights on the input and output circuits. The controller cabinet shall have all cabinet wiring installed for eight vehicle phases, four pedestrian phases, four emergency pre-empts, four overlaps (OL A, B, C, D). 3. A power panel with: � a. A control-display breaker sized to provide 125 percent overload protection for all control equipment and signal displays, 20 ampere minimum. b. A 15 ampere accessory breaker wired parallel to the control display breaker. The breaker will carry accessory loads, including vent fan, cabinet light, plug receptacle, etc. c. A busbar isolated from ground and unfused for the neutral side of power supply. d. A radio interference suppresser installed at the input power point. Interference suppressers shall be of a design which will minimize interference in both broadcast and aircraft frequencies, and shall provide a minimum attenuation of 50 decibels over a frequency range of 200 kilohertz to 75 megahertz when used in connection with normal installations. The interference filters furnished shall be hermetically sealed in a substantial case filled with a suitable insulating compound. Terminals shall be nickel plated, 10-24 brass �� City of Federal Way RFB 13-105 � Lakota Mlddle Schaol Safe Routes to School 2013 Page 73 studs of sufficient external length to provide space to connect two � 8 AWG wires, and shall be so mounted that they cannot be turned in the case. � Ungrounded terminals shall be insulated from each other and shall maintain a surface leakage distance of not less than �/rinch � between any exposed current conductor and any other metallic parts with an insulation factor of 100-200 megohms dependent on external circuit conditions. � Suppressers shall be designed for operations on 50 amperes, 125 volts, 60 cycles, single wire circuits, and shall meet standards of the Underwriters' Laboratories and the Radio Manufacturers Association. e. A Surge Protection Device connected to the controller power � circuit for protection against voltage abnormalities of 1 cycle or less duration. The Surge Protection Device shall be a solid state high energy circuit containing no spark gap, gas tube, or crow bar � component. The device shall provide transient protection between neutral and ground, line and ground, as well as line and neutral. If the protection circuits fail, they shall fail to an open circuit � condition. The minimum interrupting capacity shall be 1 p,000 Amps. The Voltage Protection Rating shall be 600 volts or less when subjected to an impulse of 6,000 volts, 3,000 amp source � impedance, 8.0/20 microsecond waveform as described in UL 1449. In addition, the device shall dissipate a 13,000 Amp or greater repeated single peak 8/24 microsecond current impulse, � and withstand, without failure or permanent damage, one full cycle at 264 volts RMS. The device shall contain circuitry to prevent self- induced regenerative ringing. There shall be a failure warning indictor which shall illuminate a red light or extinguish a green light � when the device has failed and is no longer operable. Cabinet ground busbar independent (150K ohms minimum) of neutral. 4. A police panel located behind the police panel doar wittt a flash automatic switch and a control-display power line on-off switch. See Section 9-29.13(5) for operational requirements. 5. An auxiliary control panel located inside the controller cabinet with a flash-automatic switch and a controller on-off switch. See Section 9- 29.13(5) for operational requirements. A three wire 15 ampere plug receptacle with grounding contact and 15 ampere ground fault interrupter shall also be provided on the panel. 6. A conflict monitor conforming to NEMA standards. See Section 9- 29.13(5) for operational requirements. The unit shall monitor conflicting signal indications at the field connection terminals. The unit shall be wired in a manner such that the signal will revert to flash if the conflict monitor is removed from service. City of Federal Way Lakota Middle School Safe Routes to School Page 74 � RFB 13-105 2013 � I ._ � �� { � � �J � � � Supplemental loads not to exceed 10 watts per monitored circuit or other means, shall be prvvided to prevent conflict monitor actuation caused by dimming or lamp burn-out. Supplemental loads shall be installed on the control side of the field terminals. Conflict monitors shall include a minimum of one indicator light for each phase used. The monitoring capacity of the unit shall be compatible with the controller frame size. Conflict monitors shall include a program card. 7. A"Detector Panel", as specified in Standard Specification Section 9- 29.13(10}B, shall be installed. The panel shall be mounted on the inside of the front cabinet door. The detector panel shall be constructed as a single unit. Detector switches with separate operate, test, and off positions shall be provided for each field detector input circuit. A high intensity light emitting diode (LED) shall be provided for each switch. The lamp shall energize upon vehicle, pedestrian or test switch actuation. The test switch shall provide a spring loaded momentary contact that will place a call into the controller. When in the OFF position, respective detector circuits will be disconnected. In the operate positian, each respective detector circuit shall operate normally. Switches shall be provided on the panel with labels and functions as follows: a. Display On — Detector indicator lights shall operate consistent with their respective switches. b. Display Off — detector indicator lights shall be de-energized. A means of disconnecting all wiring entering the panel shall be provided. The disconnect shall include a means to jumper detection calls when the display panel is disconnected. All switches on the panel shall be marked with its associated Plan detector number. All markers shall be permanent. 8. Insulated terminal blocks of sufficient number to provide a termination for all field wiring. A minimum of 12 spare terminals shall be provided. Field wire connectian terminal blacks shall be 600 volt, heavy duty, barrier type, except loop detector lead-ins, which may be 300 volt. The 600 volt type-terminal strips shall be provided with a field-side and a control-side connector separated by a marker strip. The 300 volt type shall have a marker strip, installed on the right side of vertical terminal strips or below horizontal terminal strips. The marker strip shall bear the circuit number indicated in the plans and shall be engraved. Each connector shall be a screw type with No. 8 post capable of accepting no less than three 12 AWG wires fitted with spade tips. 9. A vent fan with adjustable thermostat. The minimum CFM rating of the fan shall exceed three times the cabinet volume. 1 Q. VACANT 11. All wiring within the cabinet, exclusive of wiring installed by the signal controller manufacturer, shall have insulation conforming to the requirements of Section 9-29.3. Cabinet wiring shall be trimmed to City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School 2013 Page 75 eliminate all slack and shali be laced or bound together with nylon wraps or equivalent. All terminais, shall be numbered and permanentiy identified with PVC or polyalefin wire marking sleeve consistent with the cabinet wiring diagram provided by the signal controller manufacturer and the Contract. The cabinet will be completely wired so that the only requirement to make a field location completely operational is to attach field power and ground wiring. Internal cabinet wiring shall not utilize the field side connections of the terminal strip intended for termination of field wires. 12. Cabinet wiring diagram and component wiring diagrams meeting the requirements of 9-29.13(7) shall be furnished with each cabinet. Each cabinet shall be equipped with a, shelf mounted roll out drawer mounted directly below the controller to house one or more cabinet wiring diagrams. The cabinet wiring diagram shall indicate and identify all wire terminations, all plug connectors, and the locations of all equipment in the cabinet. Included in the diagram shall be an intersection sketch identifying all heads, detectors, and push buttons; and a phase diagram. 13. Each vehicle detector amplifier, video detection output channel pedestrian call isolation unit, phase selector, discriminator, and load switch shall be identified with semi-permanent stick-on type label. The following information shall be included: a. Vehicle Detector Amplifier Channel Loop number 2. Assigned phase(s) b. Ped Call Isolation Unit 1. Push button number 2. Assigned phase(s) c. Load Switches 1. Signal head number 2. Assigned phase(s) d. Phase Selectors 1. Circuit Letter 2. Phase(s) called The label shall be placed on the face of the unit. It shall not block any switch, light, or operational words on the unit. The lettering on this label shall be neat, legible, and easily read from a distance of approximately 6-feet. r � L � � � � � � � � � � � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 ' Page 76 lJ � , ' � , � 9-29.13(10)B Auxiliary Equipment for Type 170E, 2070 Assemblies The following requirements apply to required auxiliary equipment furnished with Type 170E, 170E-HC-11 and 2070 controllers: A. Flashers, flash transfer relays, conflict monitor, AC isolators, DC isolators, discriminator modules, program modules, modem modules, breakers, buses, police panel switches, receptacle requirement, vent fan and auxiliary control panel switches shall conform to the requirements noted in the TEES. B. Flashing operation shall conform to Section 9-29.13(5), except the 6- second flash period described in Item 2 of that section will not be required. Emergency preemption shall conform to Section 9-29.13{6). C. Input and output terminals shall be installed with a marking strip with field wire numbers noted in the Contract embossed on the strip. All cabinet and field conductor shall have a PVC or polyolefin wire marking sleeve installed, matching the input and output terminals above. Marking on sleeves shall be embossed or type written. D. The input panel terminal blocks TB 2 through TB 9 and associated ' cable to the input files as described in the TEES shall be provided in all control assemblies. ' � � C � , � ' ' � .l J E. Supplemental load resistor, not less than 2000 ohms and not greater than 5000 ohms not to exceed 10 watts per monitored circuit, shall be provided to prevent conflict monitor actuation caused by dimming or lamp burn-out. An individual supplemental load resistor shall be installed within the output file, and shall be installed on each of the following terminal circuits: F. Load switches shall conform output circuits. of sufficient quantity to fully populate the output files to TEES and shall have indicator lights on input and G. A detection panel, which shall be constructed as a single unit. Detector switches with separate operate, test, and off positions shall be provided for each field detector input circuit. A high intensity light emitting diode (LED) shall be provided for each switch. The lamp shall energize upon vehicle, pedestrian or test switch actuation. The test switch shall provide a spring loaded momentary contact that will place a call into the controller. When in the OFF position, respective detector circuits will be disconnected. In the operate position, each respective detector circuit shall operate normally. Switches shall be provided on the panel with labels and functions as follows: City of Federal Way RFB 13-105 ' Lakota Mlddle School Safe Routes to School 2013 Page 77 a. Dispiay On — Detector indicator lights shall operate , consistent with their respective switches. b. Display Off — detector indicator lights shall be de-energized. � A means of disconnecting all wiring entering the panel shall be provided. The disconnect shall include a means to jumper detection calls when the display panel is disconnected. All switches on the panel shall be marked with its associated Plan detector number. All markers shall be permanent. H. A"Detector Termination and Interface Panel" shall be provided. When viewing the cabinet from the back, the panel shall be located on the upper left hand side of the cabinet. The panel shall be electrically located between the "detection Panel" and the C-1 connector. The panel shall utilize insulated terminal blocks and each connector shall be a screw type with post. Each switchpack socket shall have pin 11 common to Nutral. J. The AC input Service Panel Assembly (SPA), line voltage fifter, transient surge protection and all neutral bus bars and equipment ground bus bars shall be on the right side of the cabinet, mounted no more that 18 inches from the bottom of the cabinet when viewed from the rear, and meet the requirements described in TEES. K. The PED yellow terminals on the CMU edge connector shall be extended with a 2 foot wire, coiled, heat shrink tipped and labeled for the correct corresponding terminal as CH-13Y/CMU-8, CH-14Y/GMU- 11, CH-15Y/CMU-K, CH-16Y/CMU-N. L. An "Absence Of Red Programming Assembly" shall be provided. There shall be provided on the back panel of the output file, 17 accessible jumper plug attachment areas, made up of three male pins per position (one, for each conflict monitor channel and one for red enable function). Each jumper plug shall be a two position connector, It shall be possible, by inserting and positioning one of the 16 connectors on the right two pins on the monitor board, to apply 120 VAC into a corresponding channel of the conflict monitor red channels. The connection between the red monitor board and the conflict monitor shall be accomplished via a 20 pin ribbon cable and the industry standard P-20 connector that attaches on the front panel of the monitor. It shall be possible, by inserting and positioning one of the 16 jumper plugs on the two left pins on the monitor board, to enable the corresponding channel to monitor for red fault by the conflict monitor. There shall be installed on the red monitor board a red fail monitor disable function that controls the 120 VAC red enable signal into the conflict monitor. During stop-and –go operation, 120VAC is sent via pin #20 on the P20 connector to enable red failure monitoring on the conflict monitor by having the connector moved to the side labeled "Red Enable". If this is disengaged by moving the connector to the side labeled "Red Relay", then 120VAC is removed from pin #20, and the conflict monitor will no longer monitor for red fail faults. The red ' , ' ' , ' ' � ',� ' ' ' ' ' ' �l , City of Federal Way RFB 13-105 Lakota Mlddle School Safe Routes to School 2013 ' Page 78 � u � � LJ , ' enable function will also be wired such that if the traffic signal is in cabinet flash, then there will be no voltage on pin #20, and the conflict monitor will not monitar for red fail faults. M. Each cabinet shall be provided with at least 20 empty neutral connections to accommodate field wiring. The neutral bus bars shall be of the style in which a lug is not needed to be applied to the neutral field wire(s). All of the neutral bars shall be secured in accordance with the TEES. All neutral bars shall be at the same electrical potential. N. The main breaker on the SPA shall be provided with a cover to prevent accidental tripping. The cover shall be removable and replaceable without the use of tools. VACANT O. Equipment Branch Breaker The duplex receptacle on the rear of either PDA #2L or 3L shall be wired in parallel with the ground fault current interrupt receptacle on the front of the power supply. The ground fault current interrupt receptacle being in the `Test" mode shall not remove power to the rear receptacle. 9-29.13(10)C NEMA Controller Cabinets , Each NEMA traffic controller shall be housed in a weatherproof cabinet conforming to the following requirements: ' ' , , � , „ � � ' , � 1. Construction shall be of 0.073-inch minimum thickness series 300 stainless steel or Q.125 minimum thickness 5052 H32 ASTM B209 alloy aluminum. The stainless steel shall be annealed or one-quarter- hardness complying with ASTM A666 stainless steel sheet. Cabinets may be finished inside with an approved finish coat of exterior white enamel. If no other coating is specified in the Contract Provisions the exterior of all cabinets shall be bare metal. All controller cabinets shall be furnished with front and rear doors. 2. The cabinet shall contain shelving, brackets, racks, etc., to support the controller and auxiliary equipment. All equipment shall set squarely on shelves ar be mounted in racks and shall be removable without turning, tilting, or rotating or relocating one device to remove another. A 24 slot rack or racks shall be installed. The rack(s) shall be wired for 2 channel loop detectors and as follows. Slots 1& 2 phase 1 loop detectors. Slots 3, 4, & 5 phase 2 loop detectors. Slots 6& 7 phase 3 loop detectors. Slots 8, 9, & 10 phase 4 loop detectors. Slots 11 & 12 phase 5 loop detectors. Slots 13, 14, & 15 phase 6 Ioop detectors. Slots 16 & 17 phase 7 loop detectors. Slots 18, 19 & 20 phase 8 loop detectors. Slot 21 upper phase 1 loop detector. Slot 21 lower phase 5 detector. Slot 22 wired for a 2 channel discriminator channels A, C. Slot 23 wired for a 2 channel discriminator, channels B, D. Slot 24 wired for a 4 channel discriminator, wired for channel A, B, C, and D. All loop detector slots shall be wired for presence/pulse detection/extension. If an external power supply is required in order for the entire racks(s} to be powered it shall be installed. All rack(s) slots shall be labeled with engraved identification strips. City of Federal Way RFB 13-105 ' Lakota Middle School Safe Routes to School 2013 Page 79 3. Additional detection utilizing the "D" connector shall be installed in accordance with the Contract. The cabinet shall be of adequate size to properly house the controller and all required appurtenances and auxiliary equipment in an upright position with a clearance of at least 3- inches from the vent fan and filter to allow for proper air flow. In no case shall more than 70 percent of the cabinet volume be used. There shall be at least a 2-inch clearance between shelf mounted equipment and the cabinet wall or equipment mounted on the cabinet wall. 4. The cabinet shall have an air intake vent on the lower half of the front door, with a 12-inch by 16-inch by 1-inch removable throw away filter, secured in place with a spring-loaded framework. 5. The cabinet door(s) shall be provided with: a. Cabinet doors shall each have a three point latch system. Locks shall be spring loaded construction locks capable of accepting a Best 6 pin core. A 6 pin construction core of type {blue, green, or Red) specified in the contract shall be installed in each core lock. One core removal key and two standard keys shall be included with each cabinet and delivered to the Engineer. b. A police panel assembly shall be installed in the front door and shall have a stainless steel hinge pin and a police panel lock. Two police keys with shafts a minimum of 13/4-inches long shall be provided with each cabinet. c. All doors and police panel door shall have one piece, closed cell, neoprene gaskets. d. A two position doorstop assembly. 6. Fluorescent fixtures or LED light strips (only one type per cabinet) for cabinet lighting. Color temperature shall be 4100K (cool white) or higher. Fluorescent fixtures shall use 12 inch (nominal), 8W, type T5 shatterproof tubular bulbs. LED light strips shall be approximately 12 inches long, and have a minimum output of 320 lumens. Lighting shall be ceiling mounted and oriented parallel to the door face. Lighting shall not interfere with the proper operation of any other ceiling mounted equipment. All lighting fixtures shall energize whenever any door is opened. Each door switch shall be labeled "Light". 9-29.13(10)D Cabinets for Type 170E and 2070 controllers Type 174E and 2074 controllers shall be housed in a model 332L cabinet unless specified otherwise in the contract. Type 332L cabinets shall be constructed in accardance with TEES with the following modifications: Each door shall be furnished with the equipment listed in Standard Speciiications 9-29.13(10)C item 5 above. 2. The cabinet shall be furnished with auxiliary equipment described in Standard Specification 9-29.13{10)B. City of Federal Way RFB 13-105 Lakota Mlddle Schaol Safe Routes to School 2013 Page 80 � � ' � , ' ' ' , ' ' ' , LJ � ' ' �J ' � �J , , � � ' C�' r�I .� , LJ , � '�� � ' � � , L�J 3. The cabinet shall be fabricated of stainless steel or sheet aluminum in accordance with Section 9-29.13(10}C, Item 1 above. Painted steel, painted or anodized aluminum is not allowed. 4. A disposable paper filter element with dimensions of 12" x 6" x 1" shall be provided in lieu of a metal filter. The filter shall be secured in the filter holder with a louvered aluminum cover. The maximum depth of the cover shall not be more than 0.5" inch to provide the filter to be flush against the door. No incaming air shall bypass the filter element. 5. Field wire terminals shall be labelsd in accordance with the Field Wiring Chart. 6. Fluorescent fixtures or LED light strips (only one type per cabinet) for cabinet lighting. Fluorescent fixtures shall use 12 inch (nominal), 8W, type T5 tubular bulbs. Tubular bulbs shall be contained within a shatterproof lamp cover. Led strips shall be approximately 12 inches long, and have a minimum output of 320 lumens. There shall be one fixture for each rack within the cabinet. Lighting shall be ceiling mounted and oriented perpendicular to the door face. Rack mounted lights are not allowed. Lighting shall be positioned such that the fixture is centered between the front and rear of the cabinet. Lighting shall not interfere with the proper operation of any other ceiling mounted equipment. Each lighting fixture shall energize automatically when either door to that respective rack is opened. Each door switch shall be labeled "Light". 7. One drawer shelf, as shown in the TEES 8. 332D Controller Cabinet a. The 332D Controller cabinet shall have the appearance of two Type 332 controller cabinets joined at apposing sides. The outside Dimensions of the cabinet shall be 67" High X 48 1/2" Wide X 30114" Deep. b. The right side of the cabinet, as viewed from the front, shall be considered the Signal Control side. The left side of the cabinet, when viewed from the front, shall be considered the ITS/COMM side. c. One police access panel shall be installed on the right side of the cabinet, as viewed from the front. �' r� Two cabinet lights shall be provided one on each side and as described in section 9-29.13(10)D.6 Vacant f. The Traffic Signal Control side of the cabinet shall contain the Traffic Signal Controller assembly and shall be furnished with equipment as described in the contract specifications. The Traffic Signal Control side of the cabinet shall also meet all the additional City of Federal Way RFB 13-105 � Lakota Middle Schaol Safe Routes ta School 2013 Page 81 equipment requirements of the Type 332 Signal Controller cabinet ' as indicated in the contract specifications. g. The ITS/COMM Communication following: side of the cabinet shall contain ITS and , equipment and shall be furnished with the 1. One controller shelf unit, mounted 36 inches from the bottom of the cabinet opening to the front of the cabinet and attaching to the front rails of the EIA rack, shall be provid�l. The shelf shall be fabricated from aluminum and shall contain a rollout flip-top drawer for storage of wiring diagrams and manuals. 2. One aluminum sheet metal panel, 118"x 15"x 54", shall be installed to the rear of the cabinet on the right hand (when facing the front) side railing. 3. Additional ITS and Communication equipment as described in the Contract Plans and the ITS section of the Contract Special Provisions. 9-29.13(11) Traffic Data Accumulator and Ramp Meters All cabinets designated for use as a traffic data or ramp meter shall be Type 334L cabinets furnished to meet the TEES with the modifications listed in Section 9- 29.13(10)D and include the following accessories: 1 2. Each cabinet shall be equip�d with a fully operable controller equipped as specified in the Contract Provisions. Two input files, shall be provided. 3. The PDA #3L shall contain three Model 200 Load Switches. A second transfer relay, Model 430, shall be mounted on the rear of the PDA #3L and wired as shown in the Plans. 4. Police Panel shall contain only one DPDT toggle switch. The switch shall be lat�led POLICE CONTROL, ON-OFF. 5. Display Panel A. General Each cabinet shall be furnished with a display panel. The panel shall be mounted, showing and providing detection for inputs and specified controller outputs, at the top of the front rack above the controller unit. The display panel shall be fabricated from brushed aluminum and constructed according to the detail in the Plans. B. Text All text on the detector panel shall be black in color and silk screened directly to the panel except the Phenolic detector and cabinet nameplates. '� L_ J ir 1 � � ' ' � �'�� ' ' ' � ' C ' C_ J City of Federal Way RFB 13-105 Lakota Mlddle School Safe Routes to School 2013 ' Page 82 LJ ' ' , A nameplate for each loap shall be engraved with a'/a-inch nominal text according to the ITS Field Wiring Charts. The nameplates shall be permanently affixed to the detector panel. C. LEDs The LEDs for the display panel shall meet the following Specifications: Case size T 1-3/a Viewing angle 50° minimum Brightness 8 Milli candelas , LEDs with RED, YELLOW or GREEN as part of their labels shall be red, yellow or green in color. All other LEDs shall be red. All LEDs shall have tinted diffused lenses. � ir l U , ' , � � �,� �� ' ' � � ' LJ ' D. Detector panel Control Switch Each display panel shall be equipped with one detector display control switch on the panel with labels and functions as follows: ON Detector panel LEDs shall operate consistent with their separate switches. OFF All detector indicator LEDs shall be de-energized. Detector calls shall continue to reach the controller. TEST All detector indicator LEDs shall illuminate and no calls shall be placed to the controller. E. Advance Warning Sign Control Switch Each display panel shall be equipped with one advance warning sign control switch on the panel with labels and functions as follows: AUTOMATIC Sign Relay shall energize upon ground true call from controller. SIGN t?FF Sign Relay shall de-energize. SIGN ON Sign Relay shall energize. F. _ Sign Relay The sign relay shall be plugged into a socket installed on the rear of the display panel. The relay shall be wired as shown in the Plans. The relay coil shall draw (or sink) 50 milliamperes ± 10°10 from the 170E/HC11 controller and have a DPDT contact rating not less than 10 amperes. A 1 N4004 diode shall be placed across the relay coil to suppress voltage spikes. The anode terminal shall be connected to terminal #7 of the relay as labeled in the Plans. The relay shall energize when the METERING indicator LED is lit. City of Federal Way RFB 13-105 ' Lakota Mlddle Schaol Safe Rout� ta Schoal 2013 Page 83 G. Detector Input Indicators One LED and one spring-loaded two-position SPST toggle switch shall be provided for each of the 40 detection inputs. These LEDs and switches shall function as follows: TEST When the switch is in the test position, a call shall be placed to the controller and energize the associated LED. The switch shall automatically return to the run position when it is released. RUN In the run position the LEDs shall illuminate for the duration of each call to the controller. H. Controller Output Indicators The display panel shall contain a series of output indicator LEDs mounted below the detection indicators. The layout shall be according to the detail in the Plans. These LEDs shall illuminate upon a ground true output from the controller via the C5 connector. The output indicator LEDs shall have resistors in series to drop the voltage from 24 volts DC to their rated voltage and limit current below their rated current. The anode connection of each LED to +24 VDC shall be wired through the resistor. I. Connectors Connection to the display panel shall be made by three connectors, one pin (labeled P2) and one socket (labeled P1) and one labeled C5. The P1 and P2 connectors shall be 50-pin cannon D series, or equivalent 50 pin connectors and shall be compatible such that the two connectors can be connected directly to one another to bypass the input detection. Wiring for the P1, P2 and C5 connectors shall be as shown in the Plans. The Contractor shall install wire connectors P1, P2, C1P, C2, C4, C5 and C6 according to the pin assignments shown in the Plans. 6. Model 204 Flasher Unit Each Model 334 ramp meter cabinet shall be supplied with one Model 204 sign flasher unit mounted on the right rear side panel. The flasher shall be powered from Ti-2. The outputs from the flasher shall be wired to T1-5 and T1-6. 7. Fiber Optic Patch Panel The Contractor shall provide and install a rack-mounted fiber optic patch panel as identified in the Plans. Cabinet Wiring Terminal blocks TB1 through TB9 shall be installed on the Input Panel. Layout and position assignment of the terminal blocks shall be as noted in the Plans. Terminals for field wiring in traffic data and/or ramp metering controller cabinet shall be labeled, numbered and connected in accordance with the following: ' ' � ' ' ' , � ' 1 ' �I ' C � LJ � � City of Federal Way RFB 13-105 lakota Middle School Safe Routes to School 2013 ' ' Page 84 �J , �� � � , ' , � � r, j�� � Terminal Block Pos. Terminal and Wire Numbers Connection Identification TBS 501-502 AC Power, Neutral T1-2 641 Sign on T1-4 643 Sign off T1-5 644 Flasher Output NC T1-6 645 Flasher Output NO T4-1 631 Lane 3- Red T4-2 632 Lane 3— Yellow T4-3 633 Lane 3— Green T4-4 621 Lane 2- Red T4-5 622 Lane 2- Yellow T4-6 623 Lane 2— Green T4-7 611 Lane 1— Red T4-8 612 Lane 1— Yellow T4-9 613 Lane 1— Green Loop lead-in cables shall be labeled and connected to cabinet terminals according to the ITS Field Wiring Chart. This chart will be provided by the Engineer within 20 days of the Contractor's request. 9-29.13(12) ITS cabinet: Basic ITS cabinets shall be Model 334L Cabinets, unless otherwise specified in the Contract. Type 334L Cabinets shall be constructed in accordance with the TEES, with the following modifications: � 1. The basic cabinet shall be furnished with only Housing 1 B, Mounting Cage 1, Service Panel #1, a Drawer Shelf, and Controller Unit Supports. Additional equipment may be specified as part of the cabinet function-specific standards. ' ' ' � 2. Housing aluminum shall be 5052 alloy with mill finish. Painted or anodized aluminum is not allowed. 3. The door air filter shall be a disposable paper filter element of at least 18Q square inches. 4. Locks shall be spring loaded construction core locks capable of accepting a Best 6-pin core. A 6-pin construction core of the type (Blue, Green, or Red) specified in the Contract shall be installed in each core lock. One core removal key and two standard keys (properly marked) shall be included with each cabinet and delivered to the Engineer upon Cantract completion. , 5. Each cabinet shall include a 120VAC electric strip heater with a rating af 100 watts, which shall be thermostat controlled. The heater strip shall be fed by wire with a temperature rating of 400°F or higher, and shall be shielded to prevent , City of Federal Way RFB 13-105 , Lakota Middle School Safe Routes to School 2013 Page 85 contact with wiring, equipment, or personnel. If the heater thermostat is separate from the fan thermostat, the heater thermostat must meet the same requirements a++++s the fan thermostat as defined in TEES. 6. Fluorescent fixtures or LED light strips (only one type per cabinet) for cabinet lighting. Color temperature shall be 4100K (cool white� or higher. Fluorescent fixtures shall use 12 inch (nominal), 8W, type T5 tubular bulbs contained within a shatterproof lamp cover. LED light strips shall be approximately 12 inches long, and have a minimum output of 320 lumens. There shall be two fixtures for each rack within the cabinet Lighting shall be ceiling mounted and oriented parallel to the door face — rack mounted lighting is not permitted. Lighting shall not interfere with the proper operation of any other ceiling mounted equipment. All lighting fixtures above a rack shall energize whenever either door to that respective rack is opened. Each door switch shall be labeled "Light". 7. Each cabinet shall be equipped with a power distribution assembly (PDA) mounted in a standard EIA 19-inch (ANSI/EIA RS-310-C) rack utilizing no more than five Rack Mounting Units (RMU) (8.75 inches). The PDA shall include the following equipment: a. � C � One duplex NEMA 5-15R GFCI receptacle on the front of the PDA. Four duplex NEMA 5-15R receptacles on the rear of the PDA. These receptacles shall remain energized on a trip or failure of the GFCI receptacle. Four 1 P-15A, 120VAC EquipmenUField Circuit Breakers. Line filter meeting the requirements of 9-29.13(10)A.d. PDA components shall be mounted in or on the PDA such that they are readily accessible, provide dead front safety, and all hazardous voltage points are protected to prevent inadvertent contact. 8. Service Panel #1 shall include a service terminal block labeled `TBS", a Tesco TES-10B or equivalent surge suppressor connected to provide power in line surge suppression, and a 1 P-30A Main Breaker. The Service Panel Assembly (SPA) shown in the TEES shall not be included. 9. Each cabinet shall include a rack mounted fiber optic patch panel of the type specified in the Contract. Cabinet drawings and wiring diagrams shall be provided in the drawer shelf. Additionally, an electronic (PDF format) copy of all drawings and wiring diagrams shall be provided. 9-29.16(1)A1 Conventional Qptical System This section's title is revised to read: 9-29.16(1)A1 Non-LED Optical System 9-29.16(1)D1 Electrical - Conventional This section's title is revised to read: City of Federal Way RFB 13-105 lakota Mlddle School Safe Routes to School 2013 ' Page 86 [� �� ' 9-29.16(1)D1 Electrical — Non-LED 9-29.20 Pedestrian Signals This section is revised to read: Pedestrian signals shall be Light Emitting Diods (LED} type. The LED pedestrian signal module shall be operationally compatible with controllers and , conflict monitors. The LED lamp unit shall contain a disconnect that will show an open switch to the conflict monitor when less than 60 percent of the LEDs in the unit are aperational. , , ' � ' � The Pedestrian signal heads shall be on the QPL or the Contractor shall submit a Manufacturer's Certificate of Compliance, in accordance with Standard Specification 1- 06.3, with each type of signal head. The certificate shall state that the lot of pedestrian signal heads meet the following requirements: 1. All pedestrian signal heads shall be a Walk/Don't Walk module with a countdown display. 2. All pedestrian displays shall comply with the MUTCD and ITE publication ST 011 B, VTCSH2 or current ITE Specification and shall have an incandescent appearance. The Contractor shall provide test results from a Nationally Recognized Testing Laboratory documenting that the LED display conforms to the current ITE and the following requirements: a. All pedestrian signals supplied to any one project shall be from the same manufacturer and type but need not be from the same manufacturer as the vehicle heads. , b. Each pedestrian signal face shall be a single unit housing with the signal indication size, a nominal 16 inch x 18 inch with side by side symbol messages with countdown display. � ' r ' f� , � c Housings shall be green polycarbonate or die-cast aluminum and the atuminum housings shall be painted with two coats of factory applied traffic signal green enamel (Federal Standard 595-14056). All hinges and latches and interior hardware shall be stainless steel. 3. Optical units for traffic signal displays shall conform to the following: a. Pedestrian "RAISED HAND" and "WALKING PERSON" modules shall be the countdown display type showing the time remaining in the pedestrian change interval. When the pedestrian change interval is reduced due to a programming change, the display may continue to show the previous pedestrian change interval for one signal cycle. During the following pedestrian change interval the countdown shall show the revised time, or shall be blank. In the event of an emergency vehicle preemption, during the following two cycles, the display shall show the programmed pedestrian change interval or be blank. In the event the controller is put in stop time during the pedestrian change intenral, during the following two cycles the display shall show the programmed clearance or be blank. In the event there is railroad preempt during the pedestrian change interval, during the City of Federal Way RFB 13-105 ' Lakota Middle Schaol Safe Routes to School 2013 Page 87 :� c. following two cycles the display shall show the programmed ciearance or be blank. Light emitting diode (LED) light sources having the incandescent appearance are required for Portland Orange Raised Hand and the Lunar White Walking Person. Voltage: The operating voltages shall be between 85 VAC and 135 VAC. Temperature: Temperature range shall be -35° F to +165° F. d. LED pedestrian heads shall be supplied with Z crate visors. Z crate visors shall have 21 members at 45 degrees and 20 horizontal members. 9-29.20(2) Neon Grid Type This section is deleted. 9-29.24 Service Cabinets In the first paragraph, the lettered items A-J are re-lettered to read B-K respectfully. The first paragraph is supplemented with the following new lettered item: A. Display an arc flash warning label that meets the requirements of ANSI Z535. 9-29.25 Amplifier, Transformer, and Terminal Cabinets In item No. 2.C., "Transformer 23.1 to 12.5 KVA" is revised to read "Transformer 3.1 to 12.5 KVA" and the height column value of 40" is revised to read "48". The first and second sentences in the first paragraph are revised to read: Amplifier and terminal and transformer cabinets shall be NEMA 3R and the following: Item number 5 is revised to read: 5. All cabinets shall provide a gasketed door flange Item number 7 is revised to read: 7. Insulated terminal blocks shall be 600 volt, heavy-duty, barrier type. The terminal blocks shall be provided with a field-side and a control-side connector separated by a marker strip. One spare 12-position insulated terminal block shall be installed in each terminal cabinet and amplifier cabinet. Item number 8 is revised to read: 8. Each non-pad mounted Terminal, Amplifier and Transformer cabinet shall have 1/4 inch drain holes in back corners. Each pad mounted Terminal, Amplifier and Transformer cabinet shall drain to a sump and through a 3/8 inch diameter drain pipe to grade as detailed in the Standard Plans. Item number 10 is revised ta read: 10. Transformer cabinets shall have two separate compartments, one for the transformer and one far the power distribution circuit breakers. Each compartment shall be � � ' ' ' � � � � � � ' , ' , � ' ' City of Federal Way RFB 13-105 Lakota Mlddle School Safe Routes to School 2013 ' Page 88 enclosed with a dead front. Each breaker shall be labeled with the device name by means of a screwed or riveted engraved name plate. 9-34.AP9 Section 9-34, Pavement Marking Material Apri12, 2012 9-34.2 Paint The second paragraph is revised to read: Blue and black paint shall comply with the requirements for yellow paint in Section 9- 34.2(4) and Section 9-34.2(5), with the exception that blue and black paints do not need to meet the requirements for titanium dioxide, directional reflectance, and contrast ration. City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to Schaol 2013 Page 89 ' � ' � � LJ l___l � � r ' � ' � CI ' , ' INTRODUCTION TO THE SPECIAL PROVISIONS The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2012 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. Also incorporated into the Contract Documents by reference are: � Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition � City of Federal Way Public Works Development Standards • WSDOT Standard plans • King County Design Stanclards, 2007 edition Contractor shall obtain copies of these publications, at Contractor's own expense. Several types of Special Provisions are included in this contract: WSDOT General, APWA General, and Project Specific. Special Provision types are differentiated as follows: (date) WSDOT General Special Provision (date, NWR GSP) WSDOT Northwest Region General Special Provision (date, APWA GSP) APWA General Special Provision **,,,* Identifies changes (by section) to WSDOT and APWA General Special Provisions (Special Provision} Project Specific Special Provision DESWORK1.docx DESCRIPTION OF WORK Improvemerits for Lakota Middle School Safe Routes to School include installation of a new traffic signal with an exclusive all stop pedestrian phase at the intersection of SW 312th Street and 14th Ave SW with the additional features of curb, gutters, 8' pervious concrete sidewalk, planter strip, 5' bike lane, storm drainage and street lights along approximately 745' of the north side of SW 312th Street, and installation of a new traffic signal a the intersection of SW 312th Street and SW Dash Point Road with the additional features of curb, gutters, 8' pervious concrete sidewalk, planter strip, 5' bike lane, storm drainage and street lights at the intersection of SW 312th Street and along the south side of SW 312th Street from SW Dash City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School 2013 Page 90 Point Road to 14t" Avenue SW, HMA overlay ancl other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 1-01.3. RTF 1-01.3 Definitions (March 8, 2013 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. Physical Comp/etion Date ' The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on•which the Contracting Agency accepts the Work as complete. Supplement this Section with the following: All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms "State", "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency". All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location". � All references to "final contract voucher certification" shall be interpreted to mean the final payment form established by the Contracting Agency. ' i ' � ' ' ' � � CJ , ' ' L_ J L1 ' ' City of Federal Way RFB 13-105 takota Middle School Safe Routes to School 2013 � Page 91 � The venue of all causes of action arising from the advertisement, award, execution, and ' performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. , ' I� LJ ' , �� � � ' Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or materiat of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5. Contract Bond The definition in the Standard Specifications for "Contract Bond" applies to whatever bond form(s) are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond. Contract Documents See definition for "Contract". Contract Time The period of time established by the terms and conditions of the Contract within which the 1Nork must be physically completed. ' Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid ProposaL ' ' Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. ' Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. ' �� 1-02.1. RTF 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) City of Federal Way RFB 13-1A5 Lakota Middle School Safe Routes to School 2013 ' Page 92 Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered- a responsible bidder and qualified to be awarded a public works project. 1-02.2. RT'F 1-02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17") 6 Furnished automatically u on award. Contract Provisions 6 Furnished automatically upon award. Large plans (e.g., 22" x 2 Furnished only upon 34") request. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense. 1-02.4.GR1 1-02.4 Examination of Plans, Specifications and Site of Work 1-02.4(2).GR1 1-02.4(2) Subsurface Information 1-02.4(2),INSTI.GR1 Section 1-02.4(2) is supplemented with the following: 1-02.4(2).OPTI.GR1 (January 2, 2012) The soils information used for study and design of this project is available for review by the bidder at the following location: Appendix D The soils information includes the following: • Geotechnical Soil Profile 'Logs • Laboratory Testing Results , ' � , � ' City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 ' Page 93 ' 1-02.5. RTF � 1-02.5 Proposal Forms (June 27, 2011 APWA GSP) ' Delete this section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will , also list estimated quantities, units of ineasurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid ' amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing � or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. , The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. , � ' ' ' , 1-02.6. RTF 1-02.6 Preparation of Proposal (June 27, 2011 APWA GSP) Supplement the second paragraph with the following: n 5 If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the last paragraph, and replace it with the following: The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). ' A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. � ' LJ L� A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. The fourth paragraph of Section 1-02.6 is revised to read: City of Federal Way RFB 13-105 ' Lakota Middle School Safe Routes to School 2013 Page 94 1-02.6.OPT10.GR1 (May 7, 2012) The Bidder shall submit with the Bid a completed Disadvantaged Business Enterprise (DBE) Utilization Certification, when required by the Special Provisions. For each and every DBE firm listed on the Bidder's completed Disadvantaged Business Enterprise Utilization Certification, the Bidder shall submit written confirmation from that DBE firm that the DBE is in agreement with the DBE participation commitment that the Bidder has made in the Bidder's completed Disadvantaged Business Enterprise Utilization Certification. WSDOT Form 422 031 EF (Disadvantaged Business Enterprise Written Confirmation Document) is to be used for this purpose. Bidder must submit good faith effort documentation only in the event the bidder's efforts to solicit sufficient DBE participation have been unsuccessful. Directions for delivery of the Disadvantaged Business Enterprise Written Confirmation Documents and Disadvantaged Business Enterprise Good Faith Effort documentation are included in Sections 1-02.9. 1-02.6.OPT3.FR1 (August 7, 2006) Progress Schedule Minimum Bid A minimum bid of $5000 lump sum has been established for the item "Type B Progress Schedule." The Contractor's bid shall equal or exceed that amount. If the Contractor's bid is less than the minimum specified amount, the Contracting Agency will unilaterally revise the bid amount to the minimum specified amount and recalculate the Contractor's total bid 1-02.7.RTF 1-02.7 Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency-assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. ' � ' ' ' ��� � LJ � ' LJ ' , � , � ' ' City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 , Page 95 ' � � , ' ' L� � ' , ' 1-02.9. RTF 1-02.9 Delivery of Proposal (August 15, 2012 APWA GSP, Option A) Delete this section and replace it with the following: Each proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. If the project has FHWA funding and requires DBE Written Confirmation Documents or Good Faith Effort Documentation, then to be considered responsive, the Bidder shall submit with their Bid Proposal, written Confirmation Documentation from each DBE firm listed on the Bidder's completed DBE Utilization Certification, form 272-056A EF, as required by Section 1-02.6. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. 1-02.12.GR1 Public Opening of Proposals 1-02.12.INSTI.GR1 Section 1-02.12 is supplemented with the following: 1-02.12 Date of Bids.docx Date of Opening Bids (Special Provision) Sealed bids are to be received at one of the following locations prior to the time specified: 1. Jn the City of Federal Way Purchasing Office, 33325 8th Avenue S, Federal Way, � WA 98063, until 10:00 A.M. of the bide opening date. Bids delivered in person will be received only in the bid room on the bid opening date. C� The bid openin'g date for this project is Wednesday June 12, 2013 Bids received will be publically opened and read after 10:10 A.M. on this date. , 1-02.13. RTF 1-02.13 Irregular Proposals (March 13, 2012 APWA GSP) , �J LJ IJ Revise item 1 to read: 1. A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; City of Federal Way RFB 13-105 ' Lakota Middle School Safe Routes to School . 2013 Page 96 � e f. g h. k The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; A price per unit cannot be determined from the Bid Proposal; The Proposal form is not properly executed; The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; The Bidder faits to submit or properly complete a Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1-02.6; The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder's completed DBE Utilization Certification that they are in agreement with the bidders DBE participation commitment, if applicable, as required in Section 1-02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or More than one proposal is submitted for the same proiect from a Bidder under the same or different names. 1-02.14_OptionB.RTF 1-02.14 Disqualification of Bidders (March 8, 2013 APWA GSP, Option B) Delete this Section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or does not meet the following Supplemental Criteria: Delinquent State Taxes A Criterion: The Bidder shall not owe delinquent taxes to the Washington State Department of Revenue without a payment plan approved by the Department of Revenue. B. Documentation: The Bidder shall not be listed on the Washington State Department of Revenue's "Delinquent Taxpayer List" website: http://dor.wa.gov/content/fileandpaytaxes/latefiling/dtlwest.aspx , or if they are so listed, they must submit a written payment plan approved by the Department of Revenue, to the Contracting Agency by the deadline listed below. 2. Federal Debarment A Criterion: The Bidder shall not currently be debarred or suspended by the Federal government. City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 , Page 97 � ' ' 3. , ' , � ' 4. , � � ' � 5 ' � ' � ' � B. Documentation: The Bidder shall not be listed as having an "active exclusion" on the U.S. government's "System for Award Management" database (www.sam.gov). Subcontractor Responsibilitv A Criterion: The Bidder's standard subcontract form shall include the subcontractor responsibility language required by RCW 39.06.020, and the Bidder shall have an established procedure which it utilizes to validate the responsibility of each of its subcontractors. The Bidder's subcontract form shall also include a requirement that each of its subcontractors shall have and document a similar procedure to determine whether the sub-tier subcontractors with whom it contracts are also "responsible" subcontractors as defined by RCW 39.06.020. B. Documentation: The Bidder, if and when required as detailed below, shall submit a copy of its standard subcontract form for review by the Contracting Agency, and a written description of its procedure for validating the responsibility of subcontractors with which it contracts. Prevailinq Waqes A Criterion: The Bidder shall not have a record of prevailing wage violations as determined by WA Labor & Industries in the five years prior to the bid submittal date, that demonstrates a pattern of failing to pay workers prevailing wages, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of all prevailing wage violations in the five years prior to the bid submittal date, along with an explanation of each violation and how it was resolved. The Contracting Agency will evaluate these explanations and the resolution of each complaint to determine whether the violation demonstrate a pattern of failing to pay its workers prevailing wages as required. Claims Aqainst Retainaqe and Bonds A Criterion: The Bidder shall not have a record of excessive claims filed against the retainage or payment bonds for public works projects in the three years prior to the bid submittal date, that demonstrate a lack of effective management by the Bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall submit a list of the public works projects completed in the three years prior to the bid submittal date that have had claims against retainage and bonds and include for each project the following information: • Name of project • The owner and contact information for the owner; City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 98 C� 7 � • A list of claims filed against the retainage and/or payment bond for any of the projects listed; • A written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. Public Biddinq Crime A Criterion: The Bidder and/or its owners shall not have been convicted of a crime involving bidding on a public works contract in the five years prior to the bid submittal date. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder and/or its owners have not been convicted of a crime involving bidding on a public works contract. Termination for Cause / Termination for Default A Criterion: The Bidder shall not have had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date; or if Bidder was terminated, describe the circumstances. . Lawsuits A Criterion: The Bidder shall not have lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, or shall submit a list of all lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date, along with a written explanation of the circumstances surrounding each such lawsuit. The Contracting Agency shall evaluate these explanations to determine whether the lawsuits demonstrate a pattern of failing to meet of terms of construction related contracts As evidence that the Bidder meets the mandatory and supplemental responsibility criteria stated above, the apparent two lowest Bidders must submit to the Contracting Agency by 12:00 P.M. (noon) of the second business day following the bid submittal deadline, a written statement verifying that the Bidder meets all of the mandatory and supplemental criteria together with supporting documentation including but not limited to ' ' , i � ' � � C1 L_J � LJ , � L� � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 , Page 99 � u � � � � Within 10 calendar days after the award date, the successful bidder shall return the signed Contracting Agency-prepared contract, an insurance certification as required by Section 1- 07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre-award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency- furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of 2 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1-03.4.RTF ' 1-03.4 Contract Bond (October 1, 2005 APWA GSP) � � �� ' � r L_J ' � � ' Revise the first paragraph to read: The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on a Contracting Agency-furnished form; 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the faifure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, materialperson, or any other person who provides supplies or provisions for carrying out the work; 5. Be accomqanied bv a power of attornev for the Suretv's officer empowered to siqn the bond; and 6. Be siqned bv an officer of the Contractor empowered to sian official statements (sole proprietor or qartnerl. (f the Contractor is a corporation, the bond must be siqned bv the president or vice-president, unless accompanied bv written proof of the authoritv of the individual siqninq the bond to bind the corporation (i.e., corporate resolution, power of attornev or a letter to such effect bv the president or vice-president). 1-03.4.INSTI.GR1 Section 1-03.4 is supplemented with the following: City of Feder5l Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page102 1-03.4.OPT1.GR1 (June 27, 2011) Release of Contract Bond will be 60 days following Contracting Agency Final Acceptance of Contract, provided following �onditions are met: 1. Payment to the State with respect to taxes imposed pursuant to Title 82, RCW on Contracts totaling more than $ 35,000, a release has been obtained from the Washington State Department of Revenue. 2. Affidavits of Wages Paid for the Contractor and all Subcontractors are on file with the Contracting Agency (RCW 39.12.040). 3. A certificate of Payment of Contributions Penalties and Interest on Public Works Contract is received from the Washington State Employment Security Department. 4. Washington State Department of Labor and Industries (per Section 1-07.10) shows the Contractor, Subcontractor(s) and any lower tier Subcontractor(s) are current with payments of industrial insurance and medical aid premiums. 5. All claims, as provided by law, filed against the Contract Bond have been resolved. 1-04 Scope of Work 1-04 SCOPE OF THE WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Amendments to the Standard Specifications, 6. Standard Specifications, 7. Contractinq Aqencv's Standard Plans or Details (if anv), and 8. WSDOT Standard Plans for Road, Bridqe, and Municipal Construction. 1-04A(y) Minor Changes (Special Provision) Section 1-04.4(1) is supplemented with the following: Payment will be made in accordance with Section 1-04.1 for the following bid item(s) "Minor Change" per calc. City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 Page 103 � ' � � ' � ' � � � , ' , , � ' ' �J � i 1-05 CONTROL OF WORK � 1-05.4 Conformity With and Deviations from Plans and Stakes � Section 1-05.4 is supplemented with the following: (Special Provision) � Contractor Surveying - Roadway Copies of the Contracting Agency provided primary survey control data are available for the bidder's inspection at the office of the Project Engineer. � � � � � � , �I , C �� LJ , � � i� The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving, channelization and pavement marking, illumination and signals, guardrails and barriers, and signing. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift. The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work shall include but not be limited to the following: 2. 3. 4. 5. � Verify the primary horizontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding stakes and hubs as well as additional survey control needed �for the project. Provide descriptions of secondary control to the Contracting Agency. The description shall include coordinates and elevations of all secondary control points. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline or on offsets to centerline at all curve points (PCs, PTs, and Pls) and at points on the alignments spaced no further than 50 feet. Establish clearing limits, placing stakes at all angle points and at intermediate points not more than 50 feet apart. The clearing and grubbing limits shall be 5 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise shown in the P�ans. Establish grading limits, placing slope stakes at centerline increments not more than 50 feet apart. Establish offset reference to all slope stakes. If Global Positioning Satellite (GPS) Machine Controls are used to provide grade control, then slope stakes may be omitted at the discretion of the Contractor Establish the horizontal and vertical location of all drainage features, placing offset stakes to all drainage structures and to pipes at a horizontal interval not greater than 25 feet. Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the top of •each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, and at 10- foot intervals in intersection radii with a radius less than 10 feet. Transversely, stakes shall be placed at all locations where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 , Page 104 7. 8. 9. 10 feet. If GPS Machine Controls are used to provide grade controi, then roadbed and surfacing stakes may be omitted at the discretion of the Contractor. Establish intermediate elevation benchmarks as needed to check work throughout the project. Provide references for paving pins at 25-foot intervals or provide simultaneous surveying to establish location and elevation of paving pins as they are being placed. For all other types of construction included in this provision, (including but not limited to channelization and pavement marking, illumination and signals, guardrails and barriers, and signing) provide staking and aayout as necessary to adequately locate, construct, and check the specific construction activity. The Contractor shall collect additional topographic survey data as needed in order to match into existing roadways such that the transition from the new pavement to the existing pavement is smooth and that the pavement and ditches drain properly. If changes to the profiles or roadway sections shown in the contract plans are needed to achieve proper smoothness and drainage where matching into existing features, the Contractor shall submit these changes to the Project Engineer for review and approval 10 days prior to the beginning of work. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. To facilitate the establishment of these lines and elevations, the Contracting Agency will provide the Contractor with primary survey control information consisting of descriptions of two primary control points used for the horizontal and vertical control, and descriptions of two additional primary control points for every additional three miles of project length. Primary control points will be described by reference to the project alignment and the coordinate system and elevation datum utilized by the project. In addition, the Contracting Agency will supply horizontal coordinates for the beginning and ending points and for each Point of Intersection (PI) on each alignment included in the project. The Contractor shall ensure a surveying accuracy within the following tolerances: City of Federal Way Lakota Middle School Safe Routes to School Page105 � ' , l� � � � ' � LJ ' � , � � ' , RFB 13-105 2013 ' � � � u that detailed above (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with all mandatory and supplemental responsibility criteria. The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess Bidder responsibility. The Contracting Agency also reserves the right to obtain information from third-parties and independent sources of information concerning a Bidder's compliance with the mandatory and supplemental criteria, and to use that information in their evaluation. The Contracting Agency may (but is not required to) consider mitigating factors in determining whether the Bidder complies with the requirements of the supplemental criteria. � The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria shall include any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting � Agency from others for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter. l�' � � � �� � ' If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency's determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency's final determination. Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility Criteria may make or submit requests to the Contracting Agency to modify the criteria. Such requests shall be in writing, describe the nature of the concerns, and propose specific modifications to the criteria. Bidders shall submit such requests to the Contracting Agency no later than five (5) business days prior to the bid submittal deadline and address the request to the Project Engineer or such other person designated by the Contracting Agency in the Bid Documents. ' 1-02.15. RTF 1-02.15 Pre Award Information (October 1, 2005 APWA GSP) � Revise this section to read: Before awarding any contracf, the Contracting Agency may require one or more of these � items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, � ' 2. Samples of these materials for quality and fitness tests, Ciiy of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 100 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for tMe various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copv of, a business license to do business in the citv or countv where the work is located. 7. A copv of State of Washinpton Contractor's Reaistration, or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1. RTF 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for anv item and the bidder's unit or lump sum price is less than the minimum specified amount, the Contractinq Aaencv will unilaterallv revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, includinq sales taxes where applicable and such additives and/or alternates as selected bv the Contractinq Aqencv, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. 1-03.2 Award of Contract 1-03.2.INST2.GR1 Section 1-03.2 is supplemented with the following: �******� The contract will be awarded on the basis of the total Schedule A and B. 1-03.3. RTF 1-03.3 Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read: Copies of the Contract Provisions, includinq the unsiqned Form of Contract, will be available for siqnature bv the successful bidder on the first business dav followinq award. The number of copies to be executed bv the Contractor will be determin�d bv the Contractinq Aqencv. City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 101 ll Slope stakes � Subgrade grade stakes set 0.04 feet below grade � Stationing on roadway � Alignment on roadway Surfacing grade stakes � � � I � � Roadway paving pins for surfacing or paving Vertical Horizontal ±0:10 feet ±0.10 feet ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) N/A ±0.1 feet N/A ±0.04 feet ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) ±0.01 feet ±0.2 feet (parallel to alignment) ±0.1 feet (normal to alignment) The Contracting Agency may spot-check the Contractor's surveying. These spot-checks will not change the requirements for normal checking by the Contractor. When staking roadway alignment and stationing, the Contractor shall perform independent checks from different secondary control to ensure that the points staked are within the specified survey accuracy tolerances. � The Contractor shall calculate coordinates for the alignment. The Contracting Agency will � verify these coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting Agency will require up to seven calendar days from the date the data is received. � � Contract work to be performed using contractor-provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Stakes shall be marked in accordance with Standard Plan A10.10-00. When stakes are needed that are not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer. Primary survey control data provided by the Contracting Agency is indicated on the Plans. � All costs associated with Structure Surveying shall be measured and paid under the item "Construction Surveying" per 1-05.4 herein. � 1-05.4 Conformity With and Deviations from Plans and Stakes (Special Provision) Section 1-05.4 is supplemented with the following: � � � Construction Surveying Major items of work shall be defined to include the following items: Manholes Catch Basins and Inlets Valves Vertical and Horizontal Bends Junction Boxes Cleanouts City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School 2013 Page 106 Side Sewers Illumination Systems Hydrants Major Changes in Design Grade(s) Vaults Culverts Curb, Gutter and Sidewalk Signal Systems and Equipment Retaining Walls Curb lines and sidewalks Irrigation Sleeves under Roadways After the completion of the work covered by this contract, the Contractor's surveyor shall provide to the City the hard cover field book(s) containing the construction staking and as- built notes, and one set of white prints of the construction drawings updn which he has plotted the notes of the Contractor locating existing utilities, and one set of white prints of the construction drawings upon which he has plotted the as-built location of the new work as recorded in the field book(s). This drawing shall bear the surveyors seal and signature certifying its accuracy. The Contractor shall be responsible for reestablishing or locating legal survey markers such as GLO monuments or property corner monuments, conduct boundary surveys to determine Contracting Agency right-of-way locations, and obtain, review and analyze deeds and records as necessary to determine these boundaries. The Contracting Agency will provide "rights of entry" as needed by the Contractor to perform the work. The Contractor shall brush out or clear and stake or mark the right-of-way lines as designated by the Engineer. When required, the Contractor shall prepare and file a Record of Survey map in accordance with RCW 58.09 and provide a recorded copy to the Contracting Agency. The Contracting Agency will provide all existing base maps, existing horizontal and vertical control, and other material available with Washington State Plane Coordinate information to the Contractor. The Contracting Agency will also provide maps, plan sheets, and/or aerial photographs clearly identifying the limits of the areas to be surveyed. The Contractor shall establish Washington State Plane Coordinates on all points required in the Record of Survey and other points designated in the Contract documents. Existing right of way documentation, existing base maps, existing horizontal and vertical control descriptions, maps, plan sheets, aerial photographs and all other available material may be viewed by prospective bidders at the office of the Project Engineer. The Contractor shall perform all of the necessary calculations for the contracted survey work and shall provide copies of these calculations to the Contracting Agency. Electronic files of all survey data shall be provided and in a format acceptable to the Contracting Agency. All survey work performed by the Contractor shall conform to all applicable sections of the Revised Code of Washington and the Washington Administrative Code. The Contractor shall provide alt traffic control, signing, and temporary traffic control devices in order to provide a safe work zone. The Contractor shall shall provide all surveying and staking necessary to calculate the "Roadway Excavation Including Haul" quantities. As-Built Survey and Record Drawings After construction has been completed the Contractor shall perform an as-built survey and provide the information in (1) full-size paper copy and AutoCAD 2004 or later version file to the Engineer. This as-built survey shall consist of the following: City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 , Page 107 lJ Survey of rim elevation, sump elevations, and invert elevations of all storm drainage � structures installed, modified or left in place within the limits of this contract. Storm pipe diameter and material; drainage structure type, size, lid type (solid cover or grate, standard or heavy duty), and lid shape; model No. of CB water quality treatment inserts � installed, flowline of open channel conveyance systems at 50-foot max. intervals, and retaining wall footing drains, including cleanouts. r � Finished grade shots on all utility appurtenances within the limits of this contract, including, but not limited to vaults, handholes, valves, fire hydrants, water meters, junction boxes, signal poles, etc. Appurtenances with round covers should have one survey shot in the center of the manhole or valve cover, or at the center of the fire hydrant. Utility handholes and boxes shall have two shots on opposite corners of the cover. ■ Final curb elevations, with a minimum of 5 shots at each curb return. Also, final � shots along all curb and gutter, block curb, integral curb and extruded curb installed in this contract (at flowline of the curbs). � � ' • Final elevations at the front and back of walk throughout the project limits. ■ Final wall elevations at the face and top of all walls installed in this contract. ■ Shots of all signs, trees, illumination and signal equipment installed as part of this contract. • Shots to delineate all channelization installed in this contract. Throughout construction, the Contractor shall keep a set of redline drawings that record � as-built information at the project site. This set of drawings shall be provided to the Engineer at the end of the project. This record drawing information shall, at a minimum, consist of the following: � � � � u � � � • All changes to the Contract Plans. • Pothole information gathered by the Contractor. ■ Actual location of utility trenches, including depth to top of conduits at a minimum of 100' spacing. ■ Existing utility information not included in the Contract Plans, or that differs from the Contract Plans. Payment � Payment will be made in accordance with Section 1-04.1 for the following bid item(s) when included in the proposal: "Construction Surveying", lump sum. The lump sum contract price for "Construction Surveying" shall be full pay for all labor equipment, materials, and supervision utilized to perform the work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, structure surveying, roadway surveying and coordination efforts. City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 108 "As-Built Survey and Record Drawings", lump sum. The lump sum contract price for "As-Built Survey and Record Drawings " shall be full pay for all labor, equipment, materials, and supervision utilized to perform the work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts. 1-05.7. RTF 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a detay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shalt be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 109 �� � i� � � � � � � � � � � � � � 2. Lakehaven Utility District — Adjusting existing sewer manholes to grade, adjusting water vales to grade. 1-05.14(A) Notifications Relative to Contractor's Activities Section 1-05.14(A) is a new section: �******� Notification shall be written, with a copy delivered to the Engineer within a minimum of two (2) weeks prior to the commencement of work, including any work impacting utilities, and must be in such detail as to give the time of the commencement and completion of work, names of streets to be closed, schedule of operations, routes of detours where possible. The Contractor shall also notify the above listed agencies of the name(s) of the construction superintendent in responsible charge or other individuals having fufl authority to execute the orders or direction of the Engineer, in the event of an emergency. Failure to comply with this requirement will result in a stop work order. Metro Facilities will remove and reinstall existing bus stop signs within the project limits. The Contractor shall contact Lori Kittredge or Jim Kost a# 206-684-2732 to coordinate sign work 2 weeks prior to the required sign removal or installation. A copy of the record of communication shall be given to the City. City of Federal Way Police Department 33325 8t" Ave S Federal Way, WA 98003 Telephone: 253-835-6701 (To Schedule officer T.C. Support) 253-835-6767(For traffic/road closure issues) King County METRO Transit 1270 6t" Avenue South, Bldg 2, MS:QS Seattle, WA 98134 Attn: Richard Garcia Telepho ne: 206-684-2732 COMCAST 4020 Auburn Way N Auburn, WA 98002 Attn: Rick Kern Email: Rkern@sefnco.com Telephone: (253) 405-5575 � Century Link 23315 66"' Ave S Kent, WA 98032 1 Attn: Tonna Baruso Telephone: 253-372-5360 ' � City of Federal Way � Lakota Middle School Safe Routes to School Page112 South King Fire and Rescue 31617 1 st Avenue South Attn.: Lauri Perry Federal Way, WA 98003 Telephone: 253-946-7253 City of Federal Way School District Transportation Department Attn: Cindy Wendland, Director 1066 South 320th Street Federal Way, WA 98003 Telephone: 253-945-5960 EmaiL•cwendlanQa fwps.org Puget Sound Energy (Gas) 3130 S 38th St Tacoma, WA 98409 Attn: Anita Yurovchack Telephone: 253-476-6304 Puget Sound Energy (Power) 3130 S 38`" St Tacoma, WA 98409 Attn: Anita Yurovchack Telephone: 253-476-6304 RFB 13-105 2013 Lakehaven Utility District 31627 First Avenue South P. O. Box 4249 Federal Way, WA 98003 Attn: Wes Hill Telephone: 253-946-5440 1-05.14(B) Coordination of Work with City Section 1-05.14(B) is a new section: King County Traffic Operations 155 Monroe Avenue NE Renton, WA 98056 Attn: Mark Parrett Tel: 206-296-8152 At least three (3) working day written notification shall be required on all requests for engineering services other than inspection. All request shall be coordinated with the Engineer. All costs resulting from delays in which requests were not coordinated with the Engineer shall be the sole responsibility of the Contractor. 1-05.y4(C) King County, Department of Transportation, METRO Transit Section 1-05.14(C) is a new section: Contractor shall provide at least three weeks advance notice of impacts to: bus zones, bus shelters, bus signs & posts, and any other transit facilities equipment. Construction usage of bus zones resulting in either partial or full zone closures or relocations requires approval and a 48 hour advance notification. Closures may be approved for short-term periods only. Some zones may not be altered or closed due to wheelchair accessibility requirements. Relocation of most zones requires a temporary/alternative zone. Transit service supervisors must determine, approve and place delineators for temporary zones. It is the responsibility of the contractor to place "No Parking" signs (T-39's), and provide traffic control when construction requires zone relocations. The order must be placed with the Traffic Engineering Services 24 to 48 hours in advance of the relocation. Temporary bus zones typically will need 75 to 150 feet of parking space. Contractors who remove Metro Transit property may be subject to legal action. 1-05.15. RTF 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constitutinq anv notification, notice of protest, notice of dispute, or other correspondence constitutina notification reauired to be furnished under the Contract, must be in paper format, hand delivered or sent via mail deliverv service to the Proiect Enaineer's office. Electronic copies such as e-mails or electronicallv delivered copies of corresqondence will not constitute such notice and will not comply with the requirements of the Contract. � � � � � � � � � � � � � � r I] � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 113 � � � � � ,� � 1-05.16.RTF Add the following new section: 1-05.16 Water and Power (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. 1-05.17. RTF Add the following new section: 1-05.17 Oral Agreements (October 1, 2005 AWPA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency., � 1-05 Diary and Defects 1.05.18 Contractors' Daily Diary (Special Provision) � Section 1-05.18 is a new section: The Contractor and subcontractors, as additional consideration for payment for this � contract work, hereby agree to maintain and provide to the Owner and the Engineer a Daily Diary Record of this Work. This diary will be created by pen and ink entries in a hardbound diary book of the type that is commonly available by the commercial outlets. � The diary must be kept and maintained by the Contractor's designated project superintendent. Entries must be made on a daily basis and must accurately represent all of the project activities on each day. � At a minimum, the diary shall show on a daily basis: � • The day and date. • The weather conditions, including changes throughout the day. • A comp,lete description of work accomplished during the day with adequate references to the Plans and Specifications so that the reader can easily and � accurately identify said work on the Plans. • An entry for each and every changed condition, dispute or potential dispute, incident, accident, or occurrence of any nature whatsoever which might affect the � Contract, Owner, or any third party in any manner. • Listing of any materials received and stored on or off-site by the Contractor for future installation, to include the manner of storage and protection of the same. � • Listing of materials installed during each day. • List of all subcontractors working on-site during each day. � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 114 • Listing of the number of Contractor's employees working during each day by category of employment. • Listing of Contractor's equipment working on the site during each day. Idle equipment on the site shall be listed and designated as idle. • Notations to explain inspections, testing, s#ake-out, and all other services furnished to the Contractor by the Owner or other during each day. • Entries to verify the daily (including non-work days) inspection and maintenance of traffic control devices and condition of the traveled roadway surfaces. The Contractor shall not allow any conditions to develop that would be hazardous to the public. • Any other information that serves to give an accurate and complete record of the nature, quantity, and quality of the Contractor's progress on each day. • Summary of total number of working days to date, and total number of delay days to date. All pages of the diary must be numbered consecutively with no omissions in pag� numbers. The Contractor shall utilize additional sheets separate from the diary book, if necessary, to provide a complete diary record. However, the Owner's senior representative must sign separate sheets on each day and a copy furnished at the time of signing to the Owner. The Contractor must provide a copy of the diary to the Owner and the Engineer each morning for the preceding workday. All copies must be legible. IT IS EXPRESSLY AGREED BETWEEN THE CONTRACTOR AND THE OWNER THAT THE DAILY DIARY MAINTAINED BY THE CONTRACTOR SHALL BE THE "CONTRACTOR'S BOOK OF ORIGINAL ENTRY" FOR THE DOCUMENTATION OF ANY POTENTIAL CLAIMS OR DISPUTES THAT MIGHT ARISE DURING THIS CONTRACT. FAILURE OF THE CONTRACTOR TO MAINTAIN THIS DIARY IN THE MANNER DESCRIBED ABOVE WILL CONSTITUTE A WAIVER OF ANY SUCH CLAIMS OR DISPUTES BY THE CONTRACTOR. THE DAILY DIARY MAINTAINED BY THE CONTRACTOR DOES NOT CONSTITUTE THE OFFICIAL RECORD OF THE PROJECT. THE OFFICIAL RECORD OF THE PROJECT IS PREPARED AND MAINTAINED EXCLUSIVELY BY THE ENGINEER. All costs associated with Contractor's Daily Diary shall be included in the related item of work and no additional payment will be made. 1-06 CONTROL OF MATERIAL Buy America Section 1-06 is supplemented with the following': 1-06.OPT1(A).GR1 (August 6, 2012) In accordance with Buy America requirements contained in 23 CFR 635.410, the major quantities of steel and iron construction material that is permanently incorporated into the project shall consist of American-made materials only. Buy America does not apply to temporary steel items, e.g., temporary sheet piling, temporary bridges, steel scaffolding and falsework. , L' � , L_J J � � L_J � � � L' � �� � � � City of Federal Way RFB 13-105 Lakota Middle School $afe Routes to School 2013 � Page 115 � Minor amounts of foreign steel and iron may be utilized in this project provided the cost of the � foreign material used does not exceed one-tenth of one percent of the total contract cost or $2,500.00, whichever is greater. � � � � � � � � � � � American-made material is defined as material having all manufacturing processes occurring domestically. To further define the coverage, a domestic product is a manufactured steel material that was produced in one of the 50 States, the District of Columbia, Puerto Rico, or in the territories and possessions of the United States. If domestically produced steel billets or iron ingots are exported outside of the area of coverage, as defined above, for any manufacturing process then the resulting product does not conform to the Buy America requirements. Additionally, products manufactured domestically from foreign source steel billets or iron ingots do not conform to the Buy America requirements because the initial melting and mixing of alloys to create the material occurred in a foreign country. Manufacturing begins with the initial melting and mixing, and continues through the coating stage. Any process which modifies tF�e chemical content, the physical size or shape, or the final finish is considered a manufacturing process. The processes include rolling, extruding, machining, bending, grinding, drilling, welding, and coating. The action of applying a coating to steel or iron is deemed a manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron. Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced iron ore. The following are considered to be steel manufacturing processes: 1. Production of steel by any of the following processes: 2 3 a. Open hearth furnace. b. Basic oxygen c. Electric furnace. d. Direct reduction. Rolling, heat treating, and any other similar processing. Fabrication of the products. � a. Spinning wire into cable or strand. b. Corrugating and rolling into culverts. c. Shop fabrication. � A certification of materials origin will be required for any items comprised of, or containing, steel or iron construction materials prior to such items being incorporated into the permanent work. The certification shall be on DOT Form 350-109EF provided by the � Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350-109EF. I .� City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 116 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appfiances, and methods, and for any damage or injury resulting frorn their failure, or improper maintenance, use, or operation. The Contractor shal► be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. Section 1-07.1 is supplemented with the following: (April 3, 2006 WSDOT GSP) Confined Space Confined spaces are known to exist at the foll�wing locations: '`*'` Existing storm drainage, sanitary sewer, and other utility systems, vaults, and structures, along with all new similar new construction items that meet the requirements of WAAC 296-809-100** The Contractor shall be fully responsible for the safety and health of all on-site wo'rkers and compliant with Washington Administrative Code (WAC 296-809). The Contractor shall prepare and implement a confined space program for each of the confined spaces identified above. The Contractors Confined Space program shall be sent to the contracting agency at least 30 days prior to the Contractor beginning work in or adjacent to the confined space. No work shall be performed in or adjacent to the confined space until the plan is submitted to the Engineer as required. The Contractor shall communicate with the Project Engineer to ensure a coordinated effort for providing and � � � � � � � �. � � � � u � � � � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 117 � � � � � �� � maintaining a safe worksite for both the Contracting Agency's and Contractor's workers when working in or near a confined space. All costs to prepare and implement the confined space program shall be included in the bid prices for the various items associated with the confined space work. 1-07.2 State Taxes 1-07.2.OPT4.GR1 The third paragraph of Section 1-07.2 is revised to read: (June 27, 2011) The Contracting Agency will release the Contract Bond only if the Contractor has obtained from the State Department of Revenue a certificate showing that all Contract-related taxes have been paid. Delete this section, including its sub-sections, in its entirety and replace it with the following: (June 27, 2011 APWA GSP) � The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State DEpartment of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid � on a misunderstood tax liability. � The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. � � � � � � The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School . 2013 Page 118 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.5 Environmental Regulations Section 1-07.5 is supplemented with the following: (August 3, 2009) The intentional bypass of stormwater from all or any portion of a stormwater treatment system is prohibited without the approval of the Engineer. 1-07.6 Permits and Licenses (Special Provision) Section 1-07.6 is supplemented with the following: Construction Stormwater General Permit Prior to the Notice to Proceed, the Contractor shall fill out, execute and submit a Transfer of Coverage to the Department of Ecology to transfer the Construction Stormwater General Permit (NPDES and State Waste Discharge General Permit for Stormwater Discharges Associated with Construction Activity) from the City to the Contractor. IN addition, upon physical completion, the Contractor shall fill out, execute and submit a Notice of Termination form to the Department of Ecology. Copies of the completed � � i � � � � � � � � � � ' City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 119 � L�' � � � � � � � � � � � � Transfer of Coverage and the completed Notice of Termination shall be sent to the Engineer. See section 8-01 for related SWPPP and stormwater monitoring requirements. See Appendix E for a copy of the City's Construction Stormwater General Permit, for a copy of the City's Notice of Intent Application, and for blank copies of the Transfer of Coverage, and the Notice of Termination. Survey Monuments In Accordance with RCW 58.24.040(8), no cadastral or geodetic survey monument may be disturbed without a valid permit to remove or destroy a survey monument, issued by the Washington State Department of Natural resources. Permit applications can be obtained by calling the Public Land Survey Office at (360) 902-1194. The permit application must be stamped by a registered Washington State Land Surveyor. 1-07.7.GR1 1-07.7 Load Limits 1-07.7.INSTI.GR1 Section 1-07.7 is supplemented with the following: 1-07.7.OPT6.GR1 (March 13, 1995) If the sources of materials provided by the Contractor necessitates hauling over roads other than State Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the haul routes. 1-07.9 Wages General Section 1-07.9(1) is supplemented with the following: 7 1-07.9(1).OPTI.GR1 (January 8, 2013) The Federal wage rates incorporated in this contract have been established by the Secretary of Labor under United States Department of Labor General Decision No. WA130001. The State rates incorporated in this contract are applicable to all construction activities associated with this contract. 1-07.9(1).OPT4.GR1 (April 2, 2007) Application of Wage Rates for the Occupation of Landscape Construction State prevailing wage rates for public works contracts are included in this contract and show a separate listing for the occupation: Landscaqe Construction, which includes several different occupation descriptions such as: Irrigation and Landscape Plumbers, Irrigation and Landscape Power Equipment Operators, and Landscaping or Planting Laborers. City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School 2013 Page 120 In addition, federal wage rates that are included in this contract may also include occupation descriptions in Federal Occupational groups for work also specifically identified with landscaping such as: Laborers with the occupation description, Landscaping or Planting, or Power Equipment Operators with the occupation description, Mulch Seeding Operator. If Federal wage rates include one or more rates specified as applicable to landscaping work, then Federal wage rates for all occupation descriptions, specific or general, must be considered and compared with corresponding State wage rates. The higher wage rate, either State or Federal, becomes the minimum wage rate for the work performed in that occupation. Contractors are responsible for determining the appropriate crafts necessary to perform the contract work. If a classification considered necessary for performance of the work is missing from the Federal Wage Determination applicable to the contract, the Contractor shall initiate a request for approval of a proposed wage and benefit rate. The Contractor shall prepare and submit Standard Form 1444, Request for Authorization of Additional Classification and Wage Rate available at http://www.wdol.gov/docs/sf1444.pdf, and submit the completed form to the Project Engineer's office. The presence of a classification wage on the Washington State Prevailing Wage Rates For Public Works Contracts does not exempt the use of form 1444 for the purpose of determining a federal classification wage rate. 1-07.11 Requirements for Nondiscrimination Section 1-07.11 is supplemented with the following: 1-07.11:OPT1.GR1 (April 1, 2013) Requirement for Affirmative Action to Ensure Equal Emplovment Opportunitv (Executive Order 11246) 1. The Contractor's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Opportunity Construction Contract Specifications set forth herein. 2. The goals and timetables for minority and female participation set by the Office of Federal Contract Compliance Programs, expressed in percentage terms for the Contractor's aggregate work force in each construction craft and in each trade on all construction work in the covered area, are as follows: Women - Statewide Timetable Goal Until further notice 6.9% Minorities - bv Standard Metropolitan Statistical Area (SMSA) Spokane, WA: SMSA Counties: Spokane, WA 2.8 � � � �J � � � � � � � �� � City of Federal Way RFB 13-105 Lakota Middle School Safe Fioutes to School 2013 , Page 121 � � WA Spokane. Non-SMSA Counties 3.0 WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; WA Lincoln, WA Pend Oreille; WA Stevens; WA Whitman. � Richland, WA SMSA Counties: Richland Kennewick, WA � WA Benton; WA Franklin. Non-SMSA Counties WA Walla Walla. � � 5.4 � Yakima, WA: SMSA Counties: Yakima, WA 9.7 WA Yakima. Non-SMSA Counties 7.2 WA Chelan; WA Douglas; WA Grant; WA Kittitas; WA Okanogan. Seattle, WA: SMSA Counties: Seattle Everett, WA 7.2 WA King; WA Snohomish. Tacoma, WA 6.2 WA Pierce. Non-SMSA Counties 6.1 WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap; WA Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA Thurston; WA Whatcom. Portland, OR: � SMSA Counties: Portland, OR-WA WA Clark. � Non-SMSA Counties WA Cowlitz; WA Klickitat; WA Skamania; � � 4.5 3.8 WA Wahkiakum These goals are appli�able to each nonexempt Contractor's total on-site construction workforce, regardless of whether or not part of that workforce is performing work on a Federal, or federally assisted project, contract, or subcontract until further notice. Compliance with these goals and time tables is enforced by the Office of Federal Contract compliance Programs. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implem�ntation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, in each construction craft and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of ineeting the Contractor's goal shall be a City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 122 violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Office of Federal Contract Compliance Programs (OFCCP) within 10 working days of award of any construction subcontract in excess of $10,000 or more that are Federally funded, at any tier for construction work under the contract resulting from this solicitation. The notificatiorr shall list the name, address and telephone number of the Subcontractor; employer identification number of the Subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. The notification shall be sent to: District Director U.S. Department of Labor, OWCP 300 Fifth Avenue, Suite 1050F Seattle, WA 98104-2429 (206) 470-3100 Phone (206) 470-3101 Fax Accommodation Line (Dedicated line for individuals with hearing impairments): (206) 504-5195 Additional information may be found at the U.S. Department of Labor website: http://www.dol.gov/ofccp/TAgu ides/ctaguide. htm 4. Rs used in this Notice, and in the contract resulting from this solicitation, the Covered Area is as designated herein. Standard Federal Equal Emplovment Opportunitv Construction Contract Specifications �Executive Order 11246) 1. As used in these specifications: a. Covered Area means the geographical area described in the solicitation from which this contract resulted; b. Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. Employer ldentification Number means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U. S. Treasury Department Form 941; d. Minority includes: (1) Black, a person having origins in any of the Black Racial Groups of Africa. (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of Mexican, Puerto Rican, Cuban, Central American, South American, or other Spanish origin. City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 Page 123 �� � � � � � �- � � � � � � l� � � (3) Asian or Pacific Islander, a person having ori�ins in any of the original peoples of the Pacific rim or the Pacific Islands, the Hawaiian Islands and Samoa. (4) American Indian or Alaskan Native, a person having origins in any of � the original peoples of North America, and who maintain cultural identification through tribal affiliation or community recognition. L_ J � � � � � � � � � � 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shafl physically include in each - subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7p of this Special Provision. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereta 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School 2013 Page 124 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its action. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the-job training opportunity and/or participate in training programs for the area which expressly include minorfties and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the U.S. Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 125 � � � L_J L_J � g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with on-site supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment efforts, both oral and written to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. Encourage present minority and female employees to recruit other minoriry persons and women and where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. Conduct, at least annually, an inventory and evaluation of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. � m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the � EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and company activities are nonsegregated except � that separate or single-user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. � � � o. Document and maintain a record of all solicitations of offers for subcontracts from minori,ty and female construction contractors and supptiers, including circulation of solicitations to minority and female contractor associations and other business associations. City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 126 p. Conduct a review, at least annually, of ail supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts of a contractor association, joint contractor-union, contractor-community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of the obligations under 7a through 7p of this Special Provision provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensure that the concrete benefits of the program are reflected in the Contractor's minority and female workforce participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrate the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, boih minority and non-minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspensions, terminations and cancellations of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of this Special Provision, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records. Records shall at least include, for each employee, their name, address, City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 127 � � � telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, the Contractors will not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). 16. Additional assistance for Federal Construction Contractors on contracts administered by Washington State Department of Transportation or by Local Agencies may be found at: � Washington State Dept. of Transportation Office of Equal Opportunity PO Box 47314 � 310 Maple Park Ave. SE Olympia WA 98504-7314 Ph: 360-705-7090 � Fax: 360-705-6801 http://www.wsdot.wa.gov/equalopportunity/default.htm � � � � � 1-07.11.OPT3. FR1 (April 1, 2013) Disadvantaged Business Enterprise Condition of Award Participation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 apply to this Contract. Demonstrating compliance with these specifications is a Condition of Award (COA) of this Contract. Failure to comply with the requirements of this specificatiorr may result in your bid being found to be nonresponsive and may be rejected. DBE COA Goal The Contracting Agency has established a COA Contract goal in the amount of: *** Sixteen Percent (16%) of the contract total for DBE goals***. DBE Eligibility/Selection of DBEs A Directory of Certified DBE` Firms denoting the Description of Work the DBE Contractors are certified to perform is available at: www.omwbe.wa.gov/certification/index.shtml. The directory provides plain language on the Description of Work that the listed DBE's have been certified by the Office of Minority and Women's Business Enterprises (OMWBE) to perform. The Bidder shall use the Directory of Certified DBE Firms to confirm if a DBE is certified for the "Description of Work" the Bidder lists on the DBE Utilization Certification form # 272-056 EF (see form instructions) and therefore qualifies for credit towards the COA goal. City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 128 Crediting DBE Participation Joint Venture When a DBE performs as a participant in a joint venture, only that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE, performs with its own forces shall be credited. DBE Prime Contractor A DBE Prime Contractor may only take credit for that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE Prime performs with its own forces. DBE Subcontractor When a DBE firm participates as a Subcontractor only that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE performs with its own forces shall be credited. � • Include the cost of supplies and materials obtained by the DBE for the Work in the Contract including supplies purchased or equipment leased by the DBE. o However, you may not take credit for supplies, materials, and equipment the DBE Subcontractor purchases or leases from the Prime Contractor or its affiliate. In addition, Work performed by a DBE, utilizing resources of the Prime Contractor or its affiliates shall not be credited. • In very rare situations, a DBE firm may utilize equipment and/or personnel from a non-DBE firm other than the Prime Contractor or its affiliates. Should this situation arise the arrangement must be short term,and have prior written approval from the Office of Equal Opportunity (OEO). • Count the entire value of fees or commissions charged by a DBE firm for providing a bona fide service, such as professional, technical, consultant, managerial services, or for providing bonds or insurance. • When a DBE subcontracts to another firm, the value of the subcontracted Work may be counted as participation onty if the DBE's lower tier Subcontractor is atso a DBE. Work that a DBE subcorrtracts to a non-DBE firm shall not be credited. • When non-DBE Subcontractor further subcontracts to a lower-tier Subcontractor or supplier who is a certified DBE, then that portion of the Work further subcontracted may be credited as DBE participation, provided it is a distinct clearly defined portion of the Work that the DBE is certified to perform and the DBE Subcontractor performs the Work with its own forces. • If a firm is not certified as a DBE at the time of the execution of the contract, their participation cannot be counted toward any DBE gpals. Trucking Use the following factors in determining DBE credit and whether a DBE trucking company is performing a commercially useful function: � � � � � � � � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 129 � 1. The DBE must be responsible for the management and supervision of the � entire trucking operation for which credit is being claimed. 2. The DBE must itself own and, with its own workforce, operate at least one fully +� licensed, insured, and operational truck used on the Contract. 3. The DBE receives credit only for the value of the transportation services it provides on the Contract using trucks it owns or leases, licenses, insures, and operates with drivers it employs. For purposes of this requirement a lease must indicate that the DBE has exclusive use of and control over the truck. This does not preclude the leased truck from working for others provided it is with the consent of the DBE and the lease provides the DBE first priority for use of the leased truck. Leased trucks must display the name and identification number of the DBE. 4. The DBE may lease trucks from another DBE firm including an owner-operator provided they are certified as a DBE for trucking. The DBE who leases trucks from another DBE may claim participation for the total value of the transportation services the lessee DBE provides on the Contract. � 5. The DBE may atso lease trucks from a non-DBE firm and may enter into an agreement with an owner-operator who is a non-DBE. The DBE shall only receive credit for the number of additional non-DBE trucks equal or less than � the number of DBE trucks the firms owns or has leased/subcontracted through another DBE trucking company. The DBE must control the work of the non- DBE trucks. If the non- DBE is performing the work without supervision of that work by the DBE, the DBE is not performing a Commercially Useful Function � (CUF). � 6. In any lease or owner-operator situation, as described in requirement #4 and #5 above, the following rules shall apply: a. A written lease/rental agreement is required for all trucks leased or rented; documenting the ownership and the terms of the agreement. The agreements must be submitted and approved by the Contracting Agency prior to the beginning of the Work. The agreement must show the leaser's name, truck description and agreed upon amount and method of payment (hour, ton, or per load). All lease agreements shall , be for a long-term relationship, rather than for the individual project. (This requirement does not apply to owner-operator arrangements.) b. Only the vehicle, (not the operator) may be leased or rented. (This requirement does not apply to owner-operator arrangements). 7. Credit may only be claimed for DBE trucking firms operating under a subcontract or a written agreement approved by the Contracting Agency prior to performing Work. Expenditures paid to other DBEs � Expenditures paid to other DBEs for materials or supplies may be counted toward DBE goals as provided in the following: � City of Federal Way � Lakota Middle School Safe Routes to School Page 130 RFB 13-105 2013 Manufacturer You may claim DBE credit for 100 percent of value of the materials or supplies obtained from a DBE manufacturer. A manufacturer is a firm that operates or maintains a factory or establishment that produces, on the premises, the materials, supplies, articles, or equipment required under the contract. A manufacturer shall include firms that produce finished goods or products from raw or unfinished material or that purchases and substantially alters goods and materials to make them suitable for construction use before reselling them. In order to receive credit as a DBE Manufacturer, the firm must be certified by OMWBE as a manufacturer in a NAICS code that falls within the 31XXXX to 33XXXX classification. Regular Dealer You may claim credit for 60 percent of the value of the materials or supplies purchased from a DBE regular dealer. Rules applicable to regular dealer status are contained in 49 CFR Part 26.55.e.2. To be considered a regular dealer you must meet the following criteria: • WSDOT considers and recognizes a regular dealer, as a firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials or supplies required for the performance of the Contract and described by the specifications of the Contract are bought, kept in stock and regularly sold or leased to the public in the usual course of business. � Sixty percent (60%) of the cost of materials or supplies purchased from an approved regular dealer may be credited as DBE participation. Regular dealer status is granted on a con#ract-by-contract basis. A firm wishing to be approved as a regular dealer for WSDOT contracted projects or Highways & Local Program administered projects must submit a request in writing to OEO for approval, no later than seven days prior to bid opening. Once the OEO has received the request, an onsite review will be set up with #he firm and a review conducted to determine the firm's qualifications. If it is determined that the firm qualifies as a regular dealer the OEO will list the firm on an Approved Regular Dealers List. The list may be accessed through the OEO Home website is at: www.wsdot.wa.gov/equalopportunity. Note: Requests to be listed as a regular dealer will only be processed if the requesting firm is certified by the Office of Minority and Women's Business Enterprises in a NAICS code that fall within the 42XXXX NAICS Wholesale code section. Materials or Supplies Purchased from a DBE With regard to materials or supplies purchased from a DBE who is neither a manufacturer nor a regular dealer you may claim credit for the following: City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 Page131 � � � � � � � � Fees or commissions charged for assistance in the procurement of the materials and supplies. 2. Fees or transportation charges for the delivery of materials or supplies. In either case you may not take credit for any part of the cost of the rnaterials and supplies. Commercially Useful Function (CUF) The Prime Contractor has a responsibility and must treat the working relationship with the DBE such that the DBE is performing a commercially useful function. The Prime Contractor may only take credit for Work performed by a DBE that is determined to be performing a commercially useful function. � A DBE performs a commercially useful function when it is responsible for � execution of a distinct element of Work and is carrying out its responsibilities by performing, managing and supervising the Work involved. The DBE must also be responsible with respect to materials and supplies used on the Contract. For � example; negotiating price, determining quality, determining quantities, ordering, installing (if applicable) and paying for the material itself. � � A DBE does not perform a commercially useful function if its role is timited to that of an extra participant in a transaction, Contract, or project through which funds are passed. � � Joint Checking Allowance Prime Contractors and DBEs must receive pre-approval by the OEO before using a joint check. Joint check requests shall be submitted by the Prime Contractor to the Contracting Agency for approval. When requesting approval for use of a joint checking allowance, the Contractor must distribute a written joint check agreement among the parties (including the suppliers involved) providing full and prompt disclosure of the expected use of the joint checks. The agreement shall contain all the information concerning the parties' obligations and consequences or remedies if the agreement is not fulfilled or a breach occurs. The joint check request shall be submitted to the Contracting Agency for approval prior to signing the contract agreement. The following are some general conditions that must be met by all parties regarding joint check use: a. It is understood that the Prime Contractor acts solely as the guarantor of a joint check. b. The DBE's own funds are used to pay supplier of materials. The Prime Contractor does not make direct payment to supplier. In order to be performing a Commercially Useful Function (CUF), the DBE must release the check to the supplier (paying for the materials it-self and not be an extra participant in a transaction). � c. If the Prime Contractor makes joint checks available to one DBE Subcontractor, the service must be made available to all Subcontractors (DBE and non-DBE). � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 Page 132 Agency and the Prime Contractor of the reasons it objects to the termination of its subcontract. When a COA DBE firm is "terminated" from a Contract (or fails to complete its Subcontract for any reason), the Prime Contractor shall make every good faith effort to substitute another DBE Firm (ref.to 49 CFR 26.53(g)). Graduation When a DBE firm "graduates" from the DBE program (during the course of an executed subcontract), the DBE participation of that firm "may" continue to count towards the contract DBE goaL Decertification When a COA DBE firm who has a signed subcontract in place with a Prime, later becomes "decertified" (during the course of that subcontract) — the DBE participation of that firm "may" continue to count towards the Contract DBE goal. Counting payments Payments to a DBE firm will count toward DBE goals only if the parkicipation is in accordance with these specifications. Prompt Payment Prompt payment to all Subcontractors shafl be in accordance with Section 1- 08.1(1) of these Contract special provisions. Payment Compensation for all costs involved with complying with the conditions of this specification and any other associated DBE requirements is included in payment for the associated Contract items of Work. Damages for Noncompliance The Prime Contractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this Contract. The Prime Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of Contracts, which contain funding assistance from the United States Department of Transportation. Failure by the Prime Contractor to carry out these requirements is a material breach of this Contract, which may result in the Termination of this Contract or such other remedy as the Contracting Agency deems appropriate. If the Prime Contractor does not comply with any part of its Contract as required under 49 CFR part 26, and/or any other applicable law or regulation regarding DBE, the Contracting Agency may withhold payment, suspend the ability of the Prime Contractor to participate in future Contracting Agency contracts, impose sanctions or Terminate the Contract, and subject the Prime Contractor to civil penalties of up to ten percent of the amount of the Contract for each violation. In the case of WSDOT Contracts, prequalification may be suspended pursuant to WAC 468-16-180, and continuous violations (exceeding a single violation) may also disqualify the Prime Contractor from further participation in WSDOT Contracts for a period of up to three years. An apparent low Bidder must be in compliance with these Contract Provisions as a condition precedent to the granting of a notice of award by the Contracting Agency. The Prime Contractor is entitled to request an adjudicative proceeding � � � � � � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 139 �� :� � with respect to the Contracting Agency's determination of Contract violation and assessed penalties by filing a written application within thirty days of receipt of notification. The adjudicative proceeding, if requested, will be conducted by an administrative law judge pursuant to the procedures set forth in RCW 34.05 and Chapter 10.08 of the Washington Administrative Code. 1-07.12 Federal Agency Inspection Section 1-07.12 is supplemented with the following: 1-07.12.OPT1.GR1 (July 30, 2012) Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) Revised May 1, 2012 supersede any conflicting provisions of the Standard Specifications and are made a part of this Contract; provided, however, that if any of the provisions of FHWA 1273 are less restrictive than Washington State Law, then the Washington State Law shall prevaiL � The provisions of FHWA 1273 included in this Contract require that the Contractor insert the FHWA 1273 in each Subcontract, together with the wage rates which are part of the FHWA 1273. Also, a clause shall be included in each Subcontract requiring the � Subcontractors to insert the FHWA 1273 thereto in any lower tier Subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each Subcontract for Subcontractors and � lower tier Subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the applicable wage rates, and this Special Provision. � � � 1-07.13 Contractor's Responsibility for Work 1-07.13(4).GR1 Repair of Damage 1-07.13(4),INSTI.GR1 Section 1-07.13(4) is revised to read: 1-07.13(4).OPTI.GR1 (August 6, 2001) The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. For damage qualifying for relief under Sections 1- 07.13(1), 1-07.13(2) or 1-07.13(3), payment will be made in accordance with Section 1-04.4. Payment will be limited to repair of damaged work only. No payment will be made for delay or disruption of work. 1-07.17 Utilities and Similar Facilities 1-07.17.OPT2.FR1 City of Federal Way Lakota Middle School Safe Routes to School Page 140 RFB 13-105 2013 (April 2, 2007 WSDOT GSP) Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. Public and private utilities, or their Contractors, will furnish all work necessary to adjust, relocate, replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions. Such adjustment, relocation, replacement, or construction will be done during the prosecution of the work for this project. It is anticipated that utility adjustment, relocation, replacement or construction within the project limits will be completed as follows: 1. 2. 3. 4. 5. 6. 7. Relocation of PSE utility poles on the south side of SW 312tn PSE power vault adjustment to grade PSE gas line relocations Fire hydrant elevation adjustment Water valve adjustments to grade Water meter adjustments to grade Manhole adjustments to grade The Contractor shall attend a mandatory utility preconstruction meeting with the Engineer, all affected Subcontractors, and all utility owners and their Contractors prior to beginning onsite work. The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: COMCAST 4020 Auburn Way N Auburn, WA 98002 Attn: Rick Kern Email: Rkern@sefnco.com Telephone: (253) 405-5575 Century Link 23315 66�h Ave S Kent, WA 98032 Attn: Tonna Baruso Tefephone: 253-372-5360 Lakehaven Utility District 31627 First Avenue South P. O. Box 4249 Federal Way, WA 98003 Attn: Wes Hill Telephone: 253-946-5440 Puget Sound Energy (Gas) 3130 S 38th St Tacoma, WA 98409 Attn: Anita Yurovchack Telepho n e: 253-476-6304 Puget Sound Energy (Power) 3130 S 38th St Tacoma, WA 98409 Attn: Anita Yurovchack Te lephone : 253-476-6304 King County Traffic Operations 155 Monroe Avenue NE Renton, WA 98056 Attn: Mark Parrett Tel: 206-296-8152 � � `� � � � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page141 � � � I � � � 1-07.18. RTF 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (January 24, 2011 API�VA GSP) 1-07.18(1) General Requirements A. The Contractor shalt obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer with a rating of A-: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and/or endorsements. B. The Contractor shall keep this insurance in force during the term of the contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated (see C. below). C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims-made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Final Completion or earlier termination of this contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The insurance policies shall contain a"cross liability" provision. E. The Contractor's and all subcontractors' insurance coverage shall be primary and non- contributory insurance as respects the Contracting Agency's insurance, self-insurance, or insurance pool coverage. F. The Contractor shall provide the Contracting Agency and all Additional Insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). H. The Contractor shall not begin work under the contract until the required insurance has been obtained and approved by the Contracting Agency. I. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 Page 142 remiums in connection therewith with an sums so ex ended to be re aid to the � p , Y p P Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. � J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made. 1-07.18(2) Additionallnsured All insurance policies, with the exception of Professional Liability and Workers Compensation, shall name the following listed entities as additional insured(s): • the Contracting Agency and its officers, elected officials, employees, agents, and volunteers The above-listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(3) describes limits lower than those maintained by the Contractor. 1-07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverages listed in 1-07.18(5)A and 1-07.18(5)B. Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance. 1-07.18(4) Evidence of Insurance The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. The certificate and endorsements must conform to the following requirements: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1- ! 07.18(2) as Additional Insured(s), showing the policy number. The Contractor may submit � a copy of any blanket additional insured clause from its policies instead of a separate endorsement. A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. r 3. Any other amendatory endorsements to show the coverage required herein. 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits shall not be constrUed to relieve the Contractor from liability in excess of such limits. All deduc�bles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor. 1-07.18(5)A Commercial General Liability A policy of Commercial General Liability Insurance, including: Per project aggregate Premises/Operations Liability City of Federal Way Lakota Middle School Safe Routes to School Page 143 � � RFB 13-105 2013 � � ,� � Products/Completed Operations — for a period of one year following final acceptance of the work. Personal/Advertising Injury Contractual Liability Independent Contractors Liability Stop Gap / Employers' Liability Explosion, Collapse, or Underground Property Damage (XCU) Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) Such policy must provide the following minimum limits: $5,000,000 $5,000,000 $5,000,000 $1,000,000 $50,000 Each Occurrence General Aggregate Products & Completed Operations Aggregate Personal & Advertising Injury, each offence Fire Damage Stop Gap / Employers' Liability $5,000,000 Each Accident $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee 1-07.18(5)B Automobile Liability Automobile Liability for owned, non-owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such policy(ies) must provide the following minimum limit: $2,000,000 combined single limit 1-07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Indus#rial Insurance laws of the state of Washington. 1-07.18(5)F.RTF � ` 1-07.18(5)F Excess or Umbrella Liability (May 10, 2006 APWA GSP) The Contractor shall provide Excess or Umbrella Liability coverage at limits of $1,000,000 million per occurrence and annual aggregate. This excess or umbrella liability coverage shall apply, at a minimum, to both the Commercial General and Auto insurance policy coverage. This requirement may be satisfied instead through the Contractor's primary Commercial General and Automobile Liability coverage, or any combination thereof. 1-07.18(5)G.RTF 1-07.18(5)G Pollution Liability (May 10, 2006 APWA GSP) � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 144 The Contractor shall provide a Pollution Liability policy, providing coverage for claims involving bodily injury, property damage (including loss of use of tangible property that has not been physically injured), cleanup costs, remediation, disposal or other handling of pollutants, including costs and expenses incurred in the investigation, defense, or settlement of claims arising out of: • Contractor's operations related to this project; ar�d/or � Remediation, abatement, repair, maintenance or other work with lead-based paint or materials containing asbestos; and/or � Transportation of hazardous materials away from any site related to this project. Such Pollution Liability policy shall provide the following minimum coverage: $1,000,000 each loss and annual aggregate 1-07.18(5)H.RTF 1-07.18(5)H Professional Liability (May 10, 2006 APWA GSP) The Contractor and/or its Subcontractor and/or its design consultant providing construction management, value engineering, or any other design-related non-constr�uction professional services shall provide evidence of Professional Liability insurance covering professional errors and omissions. Such policy must provide the following minimum limits: $1,000,000 per Claim If the scope of such design-related professional services includes work related to pollution conditions, the Professional Liability insurance shall include Pollution Liability coverage. If insurance is on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. 1-07.23 1-07.23(1) Public Convenience and Safety Construction under Traffic Section 1-07.23(1) is supplemented with the following: �******� Pedestrian Access The Contractor shall keep all pedestrian routes and access points (including sidewalks, and crosswalks when located within the project limits) open and clear at all times unless permitted otherwise by the Engineer in an approved traffic control plan. 1-07.23(1).OPT2.GR1 (January 2, 2012) - Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor's operations and does not apply to preexisting conditions or permanent Work. Those l.�J � � � � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 145 � ,� � work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements. During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: ' or 2-feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance 1-07.23(1).OPT5.GR1 (August 7, 2006) During non Federal Way Schools session (June 19, 2013 to September 2, 2013), lane closures are subject to the following restrictions (not allowed): ' Location T e � From To 7:OOam 8:OOam SW 312th Street One lane closure and and 4:00 m 6:00 m 7:OOam 8:OOam SW 312th Street One way flagged traffic and and 4:00 m 6:00 m 7:OOam 8:OOam SW Dash Point Road One way flagged traffic and and 4:00 m 6:00 m � City of Federal Way � Lakota Middle School Safe Routes to School Page 146 RFB 13-105 2013 During Federal Way Schools session (September 3, 2013 to June 20, 2014), lane closures are subject to the following restrictions (not allowed): Location Ty e From Tfl 7:25am 8:05am and and SW 312`h Street One lane closure 2:30pm 3:OOpm and and 4:00 m 6:00 m 7:25am 8:05am and and SW 312th Street One way flagged traffic 2:30pm 3:OOpm and and 4:00 m 6:00 m 7:25am 8:05am and and SW Dash Point Road One way flagged traffic 2:30pm 3:OOpm and and 4:00 m 6:OOpm All work outside the time listed in the above tables, must have all lanes open to traffic If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer may adjust the hours accordingly. The Engineer will notify the Contractor in writing of any change in the closure hours. No lane closures will be allowed on a holiday or holiday weekend, or after 12:00 PM (noon) on a day prior to a holiday or holiday weekend. Holidays that occur on Friday, Saturday, Sunday or Monday are considered a holiday weekend. Construction under Traffic (February 14, 2005 NWR GSP) Signs and Traffic Control Devices All signs and traffic control devices for the permitted closures shall only be installed during the specified hours. Construction signs, if placed earlier than the specified hours of closure, shall be turned or covered so as not to be visible to motorists. Hours of Darkness , The Contractor shall, at no additional cost to the Contracting Agency, make all arrangements for operations during hours of darkness. Flagger stations shall be illuminated using a minimum 150-watt floodlight. Lighting used for nighttime work shall, whenever possible, be directed away from, or shielded from, residences and oncoming traffic. (March 6, 2000 NWR GSP) Sectionl-07.23(1) is supplemented with the following: Night Work � �� � I � I � �� � � � � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 , � Page 147 � Working at night (10:OOp.m. to 7:00 a.m. weekdays, 10:00 to 9:00 weekends and holidays) is not mandated by the Contracting Agency. Should the Contractor schedule _ project work during the nighttime closure hours allowed below it shall be the Contractor's responsibility to obtain any required noise variance or exemption for such work. � (March 6, 2000 NWR GSP) Section1-07.23(1) is supplemented with the following: Traffic Blockage for mast Arm Erection During erection of mast arm assemblies, the Contractor may, with the authorization of the engineer, block all traffic for maximum duration of five minutes. These five-minute blockages shall be separated by an interval long enough to allow the delayed vehicles to clear. (March 7, 2005 NWR GSP) Sectionl-07.23(1) is supplemented with the following: Closure Restrictions The traffic closures listed above will not be allowed during the following time periods: Holidays — from noon the day prior to a holiday or holiday weekend through noon the day following a holiday or holiday weekend. Holidays that occur on Friday, Saturday, Sunday, or Monday are considered a holiday weekend. 1-07.24.RTF � 1-07.24 Rights of Way (October 1, 2005 APWA GSP) Delete this section in its entirety, and replace it with the following: Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. � Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought�to the Contractor's ,�, attention by a duly issued Addendum. . Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available � City of Federal Way Lakota Middle School Safe Routes to School �. Page 148 RFB 13-105 2013 or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1-07.28 Communication with Businesses and Property Owners (Special Provision) Section 1-07.28 is added: The Contractor will be responsible for communicating all work activities with the property owners. The Contractor, along with the City's inspector, shall have one formal meeting with the managers of the business corridor. It will be the Contractor's responsibility to initiate and set up the meeting. Thereafter, the Contractor shall keep the businesses informed of their general work locations and activities for the upcoming two (2) months by distributing a monthly status/sch�dule memo to the businesses. The memo shall be approved by the Engineer prior to distribution. Payment for said meetings and communication shall be considered incidental to the unit contract price paid for Mobilization and no additional payment will be made. 1-08.0. RTF 1-08 PROSECUTION AND PROGRESS Add the following new section: 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) � � � � I LJ � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 149 ' ,� � r 1-08.0(1).RTF Add the following new section: 1-08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor; the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. 1-08.0(2).RTF Add the following new section: 1-08.0(2) Hours of Work (March 8, 2013 APWA GSP) Except in the case of emergency or unless otherwise approved by the Contracting � Agency, the normal straight time working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day work week. The normal straight time 8-hour working period for � the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the work. � Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays; before 7:00 a.m. or after 6:00 p.m. on any day; or longer than an 8-hour period on any day. The Contractor shall apply in writing to the Engineer for such permission, no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and � between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control ' regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. � City of Federal Way � Lakota Middle School Safe Routes to School Page 150 RFB 13-105 2013 Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or Engineer. These conditions may include but are not limited to: � The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Gontracting Agency employees when in the opinion of the Engineer, such work necessitates their presence. • On non-Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight-time costs for Contracting Agency representatives who worked during such times. • Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. • Considering multiple work shifts as multiple working days with respect to contract time, even though the multiple shifts occur in a single 24-hour period. 1-08.1 Subcontracting Section 1-08.1 is supplemented with the following: 1-08.1.OPT1.GR1 (October 12, 1998) Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420-004) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection. A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1. Request to Sublet Work (Form 421-012), and 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal-aid Projects (Form 420-004). The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all Subcontractors and lower tier Subcontractors shall be available and open to similar inspection or audit for the same time period. 1-08.1(1).GR1 1-08.1(1) Subcontract Completion and Return of Retainage Withheld Section 1-08.1(1) is revised to read: ' �� � �� � � � � � r u r � � � ' � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 151 lJ 1-08.1(1).OPTI.GR1 ' (June 27, 2011) The following procedures shall apply to all subcontracts entered into as a part of this Contract: � ' ' � LJ � � �J , � _� �� ' f' L Requirements 1. The Prime Contractor or Subcontractor shall make payment to the Subcontractor not later than ten (10) days after receipt of payment from the Contracting Agency for work satisfactorily completed by the Subcontractor, to the extent of each Subcontractor's interest therein. : 2. Prompt and full payment of retainage from the Prime Contractor to the Subcontractor shall be made within 30 days after Subcontractor's Work is satisfactorily completed. 3. For purposes of this Section, a Subcontractor's work is satisfactorily completed when all task and requirements of the Subcontract have been accomplished and including any required documentation and material testing. 4. Failure by a Prime Contractor or Subcontractor to comply with these requirements may result in one or more of the following: a. Withholding of payments until the Prime Contractor or Subcontractor complies b. Failure to comply shall be reflected in the Prime Contractor's Performance Evaluation c. Cancellation, Termination, or Suspension of the Contract, in whole or in part d. Other sanctions as provided by the subcontractor or by law under applicable prompt pay statutes. Conditions This clause does not create a contractual relationship between the Contracting Agency and any Subcontractor as stated in Section 1-08.1. Also, it is not intended to bestow upon any Subcontractor, the status of a third-party beneficiary to the Contract between the Contracting Agency and the Contractor. Payment The Contractor will be solely r�sponsible for any additional costs involved in paying retainage to the Subcontractors. Those costs shall be incidental to the respective Bid Items. , 1-08.3 Progress Schedule 1-08.3(2)B.RTF ' 1-08.3(2)B Type B Progress Schedule (March 13, 2012 APWA GSP) r City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 152 Revise the first paragraph to read: The Contractor shall submit a preliminary Type B Progress Schedule at or prior to the preconstruction conference. The preliminary Type B Progress Schedule shall comply with all of these requirements and the requirements of Section 1-08.3(1), except that it may be limited to only those activities occurring within the first 60-working days of the project. Revise the first sentence of the second paragraph to read: The Contractor shall submit 3 copies of a Type B Progress Schedule depicting the entire project no later than 21-calendar days after the preconstruction conference. 1-08.3(5) Payment (Special Provision) Section 1-08.3(5) is supplemented with the following: "Type B Progress Schedule (Min. Bid $5,000)", lump sum. 1-08.4 Notice to Proceed and Prosecution of Work (June 27, 2011 APWA GSP) Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by th� Contracting Agency The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway sh�all occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. (August 7, 2006) The Contractor shall begin work no earlier than June 25, 2013. 1-08.5 Time for Completion Section 1-08.5 is supplemented with the following: 1-08.5.0 PT7. FR 1 (March 13, 1995) ' L_J !� ' ' � ' � � , C1 � LJ , �� ' � � City of Federal Way RFB 13-105 Lakota'Middle School Safe Routes to School 2013 � Page 153 � , ' This project shall be physically completed within 80 working days from the first working day. 1-08.6 Suspension of Work Section 1-08.6 is supplemented with the following: 1-08.6.OPT1.FR1 ' (January 7, 2013) Contract time may be suspended for the HMA mix design/anti-strip evaluation report or for procurement of critical materials (Procurement Suspension). In order to receive a , Procurement Suspension, the Contractor shall within 30 calendar days after execution by the Contracting Agency, submit all HMA mix designs according to section 5-04.3(7)A or place purchase orders for all materials deemed critical by the Contracting Agency for physical completion of the contract. The Contractor shall provide a copy of the completed DOT Form ' 350-042 indicating the date the mix design was submitted, or copies of purchase orders for the critical materials. Such purchase orders shall disclose the purchase order date and estimated delivery dates for such critical material. , ' ' � The Contractor shall show the HMA mix design/anti-strip evaluation report or procurement of the materials listed below as activities in the Progress Schedule. If the approved Progress Schedule indicates that acceptance of the HMA mix designs or materials procurement are critical activities, and if the Contractor has provided documentation that mix designs are submitted or purchase orders are placed for the critical materials within the prescribed 30 calendar days, then contract time shall be suspended upon physical completion of all critical work except that work dependent upon the below listed critical materials: Signal System Complete, SW 312'h Street at 14th Avenue SW Signal System Complete, SW 312th Street at SW Dash Point Road , Charging of contract time will resume upon the Contractors' receipt of a WSDOT mix design/anti-strip evaluation report or delivery of the critical materials to the Contractor, notification that the critical materials are ready for delivery to the Contractor from the ' Contracting Agency's Materials Laboratory, or *** $$$$ *** calendar days after execution by the Contracting Agency, whichever occurs first. No additional Procurement Suspension will be provided if the Contractors HMA mix designs did not meet contract requirements and are resubmitted , 1-08.7. RTF 1-08.7 Maintenance During Suspension (October 1, 2005 APWA GSP) , Revise the second paragraph to read: At no expense to the Contracting Agency, the Contractor shall provide through the , construction area a safe, smooth, and unobstructed roadway, sidewalk, and path for public use during suspension (as required in Section 1-07.23 or the Special Provisions). This may include a temporary road or detour. ' � City of Federal Way RFB 13-105 lakota Middle School Safe Routes to School 2013 ' Page 154 1-08.9 Liquidated Damages (March 13, 2012 APWA GS�) Revise the fourth paragraph to read: When the Contract Work has progressed to Substantial Completion as defined in the Contract. The Engineer may determine that the work is Substantially Complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. 1-09 MEASUREMENT AND PAYMENT 1-09.6. RTF 1-09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for aIl items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1-09.8 Payment for Material on Hand (August 3, 2009 WSDOT GS� Payment For Material On Hand The last paragraph of Section 1-09.8 is revised to read: The Contracting Agency will not pay for material on hand when the invoice cost is less than $2,000. As -materials are used in the work, credits equaling the partial payments for them will be taken on future estimates. Each month, no later than the estimate due date, the Contractor shall submit a letter to the Project Engineer that clearly states: 1) the amount originally paid on the invoice (or other record of production cost} for the items on hand, 2) the dollar amount of the material incorporated into each of the various work items for the month, and 3) the amount that should be retained in material on hand items. If work is performed on the items and the Contractor does not submit a letter, all of the previous material on hand payment will be deducted on the estimate. Partial payment for materials on hand shall not constitute acceptance. Any material will be rejected if found to be faulty even if partial payment for it has been made. � � ' ' � LJ , ' t ' ' � � ' � ' ' LI City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 , Page 155 u ' 1-09.9. RTF 1-09.9 Payments (March 13, 2012 APWA G�P) , � � ' ' Delete the first four paragraphs and replace them with the following: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference, to enable the Project Engineer to determine the Work performed on a monthly basis. A breakdown is not required for lump sum items that incfude a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a determination based on information available. The Project Engineer's determination of the cost of work shall be final. � Progress paymer�ts for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. � ' � � � LJ� � , � ' � ' The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown, based on the Engineer's determination. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 2. The amount of progress payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. City of Federal Way RFB 13-105 ' Lakota Middle School Safe Routes to School , 2013 Page 156 Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1-05.1. 1-09.9(1) Retainage Section 1-09.9(1) content and title is deleted and replaced with the following: (June 27, 2011) Vacant 1-09.13(3).RTF 1-09.13(3) Claims $250,000 or Less (October 1, 2005 APWA GSP) Delete this Section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1-09.13(3)A Administration of Arbitration (October 1, 2005 APWA GSP) Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the countv in which the Contractinp Aqencv's headauarters are located. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the contract as a basis for decisions. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.1 General.docx 1.10.1 General (Special Provision) Section 1-10.1 is revised with the following: Revise the first paragraph to read: If the Contractor opts to utilize traffic control plans other than those provided in these Contract Documents, the Contractor shall provide traffic control plans to the City of Federal Way for review and approval a minimum of ten (10) working days prior to implementation. These plans shall supplement Construction Staging Plans. The plans as provided by the Contractor shall include and not be limited to the following information: �� , '� � � ' ' � � ' ' LJ � , ' ' � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 , Page 157 � t�' � , � ' I� ' ' , , , , , Stop line locations with station and offset to verify safety of intersection turning radius for vehicles. Minimum lane widths provided for vehicular travel. Turn pocket length, gap, and tapers in conformance with the City of Federal Way Standard Detail DWG 3-19A, and WSDOT standard plans. The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or ap ths• No work shall be done on or adjacent to any traveled wav until all necessary signs and traffic control devices are in place. Business Open During Construction Signs The Gontractor shall provide a minimum of three (3) Business Open During Construction signs for the project. The Business Open During Construction signs shall be per the detail in the plans. Business Open During Construction Signs shall be considered Construction Signs Class A. City of Federal Way Project Signs City of Federal Way Project signs shall be considered Construction Signs Class A. The Contractor shall provide two (2) project signs per the standard detail within the Appendix. 1-10.2.GR1 1-10.2 Traffic Control Management 1-10.2(1),INSTI.GR1 Section 1-10.2(1) is supplemented with the following: 1-10.2(1).OPTI.GR1 (December 1, 2008) Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Narthwest Laborers-Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297-3035 � Evergreen Safety Council 401 Pontius Ave. N. Seattle, WA 98109 , 1-800-521-0778 or (206) 382-4090 l� City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 , Page 158 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406-1022 Training Dept. Toll Free (877) 642-4637 Phone: (540) 368-1701 1-10.2(2) TC Plan.docx 1-10.2(2) Traffic Control Plans (Special Provision) Section 1-10.2(2) is supplemented with the following: The following minimum Traffic Control requirements shall be maintained during the construction of the project: 1. The Contractor shall maintain continuous two-way traffic along streets throughout the project site. The Contractor shall have the option, with the approval of the Engineer, of momentarily interrupting the continuous two-way traffic to allow one- way traffic. Such interruptions shall utilize qualified flaggers placed in strategic locations to insure the public safety and minimize driver confusion. A momentary interruption shall be defined as a period of time not to exceed two (2) minutes. Regardless of the period of time no queue greater than ten (10) cars in length will be allowed. 2. The Contractor shall be responsible for notifying all affected property owners prior to commencing the barricading of streets, sidewalks and driveways. 3. All business driveways shall remain open except as necessary to permit curing of construction materials or for short periods of time as required for excavations. However, at least one (1) driveway per business shall remain open to vehicular traffic at all times unless otherwise approved by the Engineer and affected property owner in writing. If a business has only one driveway, then that driveway must be constructed one-half at a time to allow the passage of vehicles. The amount of time that a driveway can be closed will be limited. Business owners shall be notified in writing at least 48 hours in advance of any planned driveway closures. 4. Signs and barricades shall be supplemented by Type C steady burn lights to delineate edge of roadway during the hours of darkness. 5. Any asphalt concrete pavement, crushed surfacing, or gravel base for maintaining traffic during the life of this contract shall be placed by the Contractor immediately upon request by the Engineer. In addition, cuts made in the traveled lanes or on walkways that are paved will be temporarily patched with hot mix and maintained daily until such time as a permanent patch can be made. Payment for crushed surfacing, gravel and asphalt will be paid at their respective bid items, as included in the contract. 6. Detours will not be allowed except as noted herein or Section 1-07.23(2) as amended. 7. Drivers of motor vehicles used in connection with the construction shall obey traffic rules posted for such location in the same manner and under the same C� ' ' � L: u ' � I � � � � � � � ' City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 , Page159 , � C1' , u � LJ restrictions as provided for the drivers of private vehicles. 8. The Contractor shall, at all times throughout the project, conduct the work in such a manner as will obstruct and inconvenience vehicular and pedestrian traffic as little as possible. The streets, sidewalks and private driveways shall be kept open by the Contractor except for the brief periods when actual work is being done. The Contractor shall so conduct his operations so as to have under construction no greater length or amount of work than he can prosecute vigorously and he shall not open up sections of the work and leave them in an unfinished condition. See Section 1-07.23(1) for additional driveway closure requirements. 9. The Contractor shall provide traffic cones, barricades and drums, with warning lights in sufficient number and in good condition as required to protect the work and the public throughout the length of the job. Traffic Safety Drums with flashers in addition to temporary striping will be used to channelize traffic through construction zones. Opposing lanes of traffic will be separated by pylons when clearance for drums is not adequate. All signing and channelization shall be per current MUTCD standards. 10. Temporary paint striping, reflective marking tape, and/or retroreflective tubular markers shali be required for each shift of traffic control. The Contractor shall provide temporary striping, reflective marking tape, and/or retroreflective tubular markers as required at the direction of the Engineer. 11. The Contractor provided Traffic Control Plans shall lay out traffic control device � spacing, tapers, etc., to scale, shall contain accurate dimensions and legends and shall be signed by the preparer. � , 1-10.3 TC Labor.docx 1.10.3 Traffic Control Labor, Procedures and Devices (Special Provision) 1-10.3(1) Traffic Control Labor ' Section 1-1D.3(1) is supplemented with the following: The City has set the unit contract price for "Off-Duty Uniformed Police Officer" at fifty , dollars and ninety cents ($50.90) per hour of active traffic control. In the event this amount does not reflect the actual cost to the Contractor for a Uniformed Off-Duty Police Officer, then the Contractor should revise other bid items to include the correction factor. ' No adjustment to the $50.90 per hour unit price shall be made for overtime hours, holiday hours, or minimum callout charge. LJ ' LJ lJ The Contractor shall request uniformed off-duty police officers from the City of Federal Way Police Department, (253) 835-6701. The request shall be made forty-eight (48) hours before the use of the off-duty police officers on the project site. A minimum of four (4) hours call out time shall be paid for each request for off-duty police officers. The City shall pay to the Contractor $50.90 per hour for actual time worked by off-duty police officers; it shall be the Contractors responsibility to arrange a work schedule to minimize any additional costs incurred by the minimum three (3) hour call out requirement. City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 ' Page 160 The estimated uniformed off-duty police officers hours as stated in the proposal, are the City's estimate, without knowledge of the Contractors specific method of operation and is used only for the purpose of providing a common amount for all bidders. In the event actual hours of officer time differ from the quantity listed in the proposal, no readjustment in the unit contract price for uniformed off-duty police officer will be allowed. The last sentence of the second paragraph of Section 1-10.3(1) is revised to read: The Contractor shall furnish the flashing stop/slow paddles for the flagging stations. The use of conventional flagging paddles will only be allowed in the case of an emergency or temporary use while a failed FSSP is replaced or repaired. 1-10.3(3) Traffic Control Devices Section 1-10.3(3) is supplemented with the following: The following devices are deemed compliant with the crashworthiness requirements of NCHRP 350 and are approved for use on the project: Approved Category 11 Devices Type 1 & II Barricades Manufacturer WLl lndustries Bent Manufacturing Bent Manufacturing Bent Manufacturing Eastern Metal Plasticade Products Plasticade Products Dicke Tool Company Traf Fix Devices, Inc. The Roadmaker Company Three D Traffic Works, Inc. Protection Services, Inc. Flex-O-Lite United Rentals Highways Bureau of Highway Safety The Cortina Companies Type III Barricades Manufacturer Bent Manufacturing Recycled Plastic Products Yodock Wall Company Cantel of Medford, Inc. Davidson Plastics Corp. Model Number Safety Cade Type II Unicade Waffle Barricade Type II Plywood or Plastic Panel Type I & II Barricades Fibercade Type II Plasticade Type II Type I Plastic Barricade Plastic Folding Type I Barricade Type II Plastic Barricade TD2000 Works Barricade Type I & II Barricades Type I Barricade Type I & II Barricades Penn. Type III Barricade Type I Plastic Barricades Model Number Type III Barricade Hollow Core Plastic Barricade Yodock 2001 m Type I I I Barricade EZ-UP Type III Barricade T3B Type III Barricade �J ' ' ' ' � � � , � ' L JI � � �J �J City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 , Page 161 � Approved Portable Signs and Stands ' Manufacturer Montana DOT WLI , Texas DOT Reflexite/Eastern Metals � ' Model Number DWG# 618-02 (Plywood) SafetyCor Sign System (Plastic) Skid Mounted Sign Support (Plywood) DF 400 & DF 4700 TX (Endurance plastic) (Aluminum signs are not approved for use with the above listed stands at this time Wood Sign Posts � Use the below charts to determine post size for Class A construction signs. One Post Installation � Post Size Min. Sipn Sq. Ft. Max. Siqn Sa. Ft. 4x4 - 16.0 � 4x6 17.0 20.0 6x6 21.0 25A 6x8 26.0 31.0 � � i � , CJ ' ' Post Size 4x4 4x6 6x6 6x8 Two Post Installation (For signs 5 feet or greater in width) Min. Siqn Sq. Ft. 17.0 37.0 47.0 Max. Siqn Sq. Ft. 16.0 36A 46.0 75.0 * The Engineer shall determine post size for signs greater than 75 square feet. Section 1-10.3(3) of the Standard Specifications are revised to read as follows: All signs required by the approved traffic control plan(s) as well as any other appropriate signs prescribed by the Engineer shall be furnished by the Contractor. The Contractor shall provide the posts or supports and erect and maintain the signs in a clean, neat, and presentable condition until the necessity for them has ceased. All nonapplicable signs shall be removed or completely covered with metal, plywood, or an Engineer approved product specifically manufactured for sign covering during periods when they are not needed. When the need for these signs has ceased, the Contractor upon approval of the Engineer, shall remove all signs, posts, and supports from the project and they shall remain the property of the Contractor. All orange background signs shall utilize materials, and be fabricated in accordance with, ' Section 9-28. All new orange background signs and all W20-7a "Flagger Ahead" signs shall be fabricated with Type IV or Type VII fluorescent orange sign sheeting. � City of Federal Way RFB 13-105 , Lakota Middle School Safe Routes to School 2013 Page 162 All post mounted signs with Type IV or VII sheeting shall use a nylon washer between the twist fasteners (screw heads, bolts, or nuts) and the reflective sheeting. There shall be no intermixing of signs with non-fluorescent orange reflective sign sheeting and signs with fluorescent orange reflective sign sheeting on the same sign post. Construction signs will be divided into two classes. Class A construction signs are those signs that remain in service throughout the construction or during a major phase of the work. They are mounted on posts, existing fixed structures, or substantial supports of a semi-permanent nature. Sign and support installation for Class A signs shall be in accordance with the Contract Plans or the Standard Plans. Class B construction signs are those signs that are placed and removed dai�y, or are used for short durations which may extend for one or more days. They are mounted on portable or temporary mountings. In the event of disputes, the Engineer will determine if a construction sign is considered as a Class A or B construction sign. If it is necessary to add weight to signs for stability, only a bag of sand that will rupture on irnpact shall be used. The bag of sand shall: (1) be furnished by the Contractor, (2) have a maximum weight of 40 pounds, and (3) be suspended no more than 1 foot from the ground. Payment for setup and take down of Class B signs will be limited to the labor cost to do the work described in Section 1-10.3(1), and for transportation described in Section 1- 10.3(2). Signs, posts, or supports that are lost, stolen, damaged, d�stroyed, or which the Engineer deems to be unacceptable while their use is required on the project, shall be replaced by the Contractor without additional compensation. Traffic Safety Drums used to delineate driveways and access locations to private properties within the work zone shall be yellow in color. Temporary Pavement Marking (NEW SECTION) All Temporary Pavement Markings Shall be measured in accordance with Section 8-23.4 and paid in accordance with Section 8-23.5. Description The Contractor shall install and remove approved 4-inch-wide reflective traffic tape, paint line, RPMs and pavement markings per City of Federal Way Standard Details DWG - 3- 17, DWG - 3-18, and DWG - 3-19, as shown on the Plans, specified in the Special Provisions for this Contract, or as directed by the Engineer. Temporary pavement markings shall be removed after the installation of permanent lane marking is approved in writing by the Engineer. Materials Materials for temporary pavement markings shall be selected from approved materials listed in the Qualified Products List (QPL). Pre{iminary Spotting � The Contractor is responsible for preliminary spotting (layout work) of the lines before marking begins. The City may provide pavement marking layout work for the Contractor City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 ' Page 163 � 1-05.11.RTF y-05.11 Finallnspection , ' � � � � � � , ' � ' � � Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, atter this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying sub�tantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion: The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and r�ady for final inspection. 1-05.11(2) final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take"such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the � written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. ' , The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 ' Page 110 Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street tighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. 1-05.13. RTF 1-05.13 Superintendents, Labor and Equipment of Contractor (March 25, 2009 APWA GSP) Revise the seventh paragraph to read: Whenever the Contracting Agency evaluates the Contractor's aualifications qursuant to Section 1-02.14, it will take these performance reports into account. 1-05.14 Cooperation With Other Contractors (March 13, 1995) Other Contracts Or Other Work It is anticipated that the following work adjacent to or within the limits of this project will be performed by others during the course of this project and will require coordination of the work: 1. Century Link — Moving telecommunications conduits and vaults to avoid conflict with planned roadway improvements. Adjusting vault covers to grade. City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 Page 111 L� ' � ' � , , � � � �� � ' � � � � �� C� � LJ � LJ LJ � 1 � � � � � , � � � ' if existing work loads permit, but all costs incurred by the City in providing layout work at the Contractor's request shall be charged to the Contractor. Temporary Pavement Markings T�mporary pavement markings shall be installed and maintained by the Contractor whenever permanent pavement markings are included in the Contract and traffic is released onto public streets or roadways prior to installation of permanent pavement markings. The Contractor shall perform preliminary layout work to the satisfaction of the Engineer prior to installation of the temporary pavement markings. The temporary pavement markings shall be installed and maintained to the satisfaction of the Engineer until the permanent pavement markings are instaPled and approved in writing by the Engineer. After approval of permanent lane markings, the Contractor shall remove the temporary lane markings to the satisfaction of the Engineer. Appropriately colored 4-inch-wide reflective traffic tape shall be installed with a skip pattern based on a 10-foot unit consisting of a 1-foot line of tape and a 9-foot gap, unless otherwise specified on the Plans or in the Special Provisions for this Contract. Reflective traffic tape markings shall generally follow the alignment for the permanent pavement markings and double lines shall be used when specified for the permanent pavement markings. Reflective tape shall not be used when the temporary pavement markings are to be exposed to traffic for more than two weeks without the written approval of the Engineer. The Contractor shall prov�de paint lines per sections 8-22 and 9-34, and RPMs per sections 8-09 and 9-21, at the direction of the Engineer for temporary pavement markings for construction staging. Paint lines shall be provided for temporary pavement markings for any conditions not applicable for reflective tape. Paint lines for temporary pavement markings shall be paid under "Paint Line", "Raised Pavement Marker Type 1" and Raised Pavement Marker Type 2". 1-10.4 Measurement (Special Provision) 1-10.4(2) Item Bids With Lump Sum for Incidentals 1-10.4(2),INSTI.GR1 Section 1-10.4(2) is supplemented with the following: 1-10.4(2).OPTI.GR1 (August 2, 2004) The bid proposal does not contain the item "Project Temporary Traffic Control," lump sum. The provisions of Section 1-10.4(2) shall apply. Section 1-10.4(2) is supplemented with the following: "Off-Duty Uniformed Police Officer" will be measured by the hour. 1-10.5.docx 1-10.5 Payment (Special Provision) Payment will be made under the following bid item(s) when appearing in the Proposal: City of Federal Way , RFB 13-105 ' Lakota Mid'dle School Safe Routes to School 2013 Page 164 "Off-Duty Uniformed Police Officer ($53.75)", per hour "Traffic Control Supervisor", per lump sum "Flaggers and Spotters", per hour "Other Traffic Control Labor", per hour "Other Temporary Traffic Control", per lump sum "Construction Signs Class A", per square foot "Sequential Arrow Sign", per hour, shall be full payment to set up, operate and maintain as needed City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 Page 165 � � � � � � � LJ � � � � � �' ' Division 2 Earthwork 2-01 Clearing and Grubbing 2-01 CLEARING AND GRUBBING 2-01.1 Description (Special Provision) Section 2-01.1 is supplemented with the following: Clearing and grubbing on this project shall be performed within the limits shown in the plans. 2-01.4 Measurement (Special Provision) Section 2-01.4 is supplemented with the following: "Clearing and Grubbing" will measured by per acre. 2-01.5 Payment (Special Provision) Section 2-01.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1 for the following bid item(s) when included in the proposal: "Clearing and Grubbing", per acre. 2-02 Structures and Obstructions 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.1 Description (Special Provision) Section 2-02.1 is supplemented with the following: � The Contractor shall remove and dispose of all items shown on the Site Preparation plans, Illumination plans, Signing plans, and other minor items necessary to complete the work. The following partial list of items to be removed and disposed of is provided for � the convenience of the contractor and are included in the lump sum bid item "Removal of Structures and Obstructions" (the Contractor shall review the Plans, Specifications, and project site to verify other items to be removed): � Itern Descri tion ' Quanti ' Unifi �-� City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 166 Remove Chain Link Fence 97 LF Raised Traffic Island As halt Filler 20 SY Remove Traffic Island Curb 76 LF Remove Extruded Concrete Curb 15 LF Raised Traffic Island As halt Filler Schedule B 2Q SY Remove Traffic Curb Schedule B ' 461 LF Remove Utilit Pole Stub Schedule B 1 EA Removal of pavements, other curbs, and sidewalks are included in the bid item "Roadway Excavation, Including Haul" per Standard Specifications. 2-03.3 Construction Requirements (Special provision) 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters Section 2-02.3(3) is supplemented with the following: Prior to removal of pavement, the Contractor shall make a full-depth sawcut to delineate the areas of pavement removal from those areas of pavement to remain. The Engineer shall approve the equipment and procedures used to make the full depth sawcut. No wastewater from the sawcutting operation shall be released directly to any stream or storm sewer system. Removal of pavement, sidewalks, curbs, and gutters within the entire project limits shall be measured and paid as "Roadway Excavation inc!. Haul" in accordance with Section 2-03. 2-02.3(4) Removal and Relocation of Existing Private Improvements (NEW SECTION) When directed by the Engineer, the removal and relocation of certain specified existing private improvements are to be paid for on the basis of force account in accordance with Section 1-09.6 of the Standard Specifications. For the purpose of providing a common proposal, and for that purpose only, the Contracting Agency has estimated the cost of accomplishing this item of work and has arbitrarily entered that amount in the bid proposal to become part of the total bid by the Contractor. Typical items of work covered by this bid item include: 1. Relocate Metal Flagpole (2 each) 2. Remove, Store, and Rehang Existing Entry Sign on Fence (2 each) 3. Relocate Wood Fence (267 LF) 4. Relocate Mailbox (1 each) 5. Relocate Drop Box (1 each) 6. Relocate Chain Link Fence (80 LF) � lJ I �� � � � � LJ LJ , � � i CJ Existing wood and chain link fence materials that are removed shall be stored, stockpiled and protected during construction for reinstallation at the new location. Any materials � that are damaged (either during removal, storage, or construction) shall be repaired or replaced with new, like materials. Existing wood posts and footings that are removed � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 ' Page167 � � ' shall be disposed of and new posts and footings shall be installed for the relocated wood panels in the same general design and configuration (i.e., size, type, and spacing) as the existing wood fence. 2-02.3(5) Adjust Existing Utility to Grade (NEW SECTION) � As shown on the Plans, existing utilities such as monuments, manholes, catch basin frames and grates, water valves, and meter boxes shall be adjusted to finished grade. The Contractor shall, prior to the beginning of any work, familiarize himself with the � existing utility locations. The Contractor shall adjust City-owned utilities. Final adjustment shall be 'smooth and flush with finished grade. The Contractor shall mark the location of all utilities prior to paving the new surface. Unless otherwise provided for in the Special Provisions and Proposal, costs for adjusting utilities to grade, including coordinating the � work with other utilities, shall be incidental to the various items of work and no additional compensation will be allowed. � � � ' Existing facilities shall be adjusted to the finished grade as shown on the Drawings and as further specified herein. Existing box, ring, grate, and cover shall be reset in a careful and workmanlike manner to conform to the new grade. Special care shall be exercised in all operations. Any damage occurring to the manholes, concrete inlets, monument cases, valve boxes, or water mains, due to the Contractor's operations, shall be repaired at the Contractor's own expense. Adjustments shall be made using bricks, concrete blocks, or cement, and the interior of the manhole adjustment shall be mortared smoothly. All covers and frames shall be thoroughly cleaned. The Contractor shall be responsible for referencing and keeping a record of such references of all manholes, catch basins, monument cases, meter boxes, and valve boxes encountered; and shall submit a copy of these references to the Engineer. The manholes, catch basins, monument cases, meter boxes, and valve boxes shall be , adjusted to grade in accordance with Section 1-05.3(1 }. Final restoration of finished grade surfaces shall be performed in the following manner: � � � � � � � 1. Within a Gravel Surface: Provide a 6-inch-deep and 6-inch-wide concrete collar installed and restored with 3 inches of crushed surfacing top course. 2. Within a Grass Surface: Provide crushed surfacing top course backfill and 3 inches of topsoil, Type A, and seed. 3. Within an Asphalt Cement Concrete Paved Surface: See detail provided in Section 7- 05.3(1 }. See respective sections for each utility for additional information, including measurement and payment 2-02.4 Measurement (Special Provision) Section 2-02.4 is supplemented with the following: Sawcutting shall be measured by the lineal foot. City of Federal Way Lakota Middle School Safe Routes to School � Page 168 RFB 13-105 2013 No specific measurement will apply to the lump sum item of Removal of Structures and Obstruction. 2-02.5 Payment (Special Provision) Section 2-02.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the proposal: "Sawcutting", per lineal foot. "Removal and Relocation of Existing Private Improvements", estimate "Removal of Structure and Obstruction", lump sum No Structure Excavation Class B quantities are indicated on the Plans for the Removal of Structure and Obstruction. Structure Excavation Class B for the removal of items shall be considered included in the associated bid item for the removal. 2-09 Structure Excavation 2-09 STRUCTURE EXCAVATION 2-09.3 Construction Requirements (Special Provision) 2-09.3(1)E Backfilling Section 2-09.3(1)E is supplemented with the following: Method C per Section 2-03.3(14)C shall be used for compaction during backfilling. Native trench spoils are not suitable for backfilling trenches and structures. All excavated native material shall be disposed offsite and Gravel Borrow shall be provided to complete backfilling. Gravel Borrow material used to complete this work is included in the bid item "Gravel Borrow for Structure Backfill Incl. Haul". 2-09.4 Measurement (Special Provision) Section 2-03.4 is supplemented with the following: "Gravel Borrow for Structure Backfill Incl. Haut" will be measured according to the horizontal and lower limits in this Section excluding the nominal volume of the structure. Upper limit for measurement shall be at subgrade elevation of the final surfacing section as shown on the Plans. . 2-09.5 Payment (Special Provision) ' � ' , r � � � � , , � � � � , � � �� City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 169 Section 2-01.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1 for the following bid item(s) when included in the proposal: "Gravel Borrow for Structure Backfill Incl. Haul ", per cubic yard. The unit price per cubic yard for "Gravel Borrow for Structure Backfill Incl. Haul" shall be full compensation for all costs incurred for importing, stockpiling, handling, and protecting gravel borrow for structure backfill material. City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 Page 170 Division 4 Bases 4-04 BALLAST AND CRUSHED SURFACING 4-04.1 Description (Special Provision) Section 4-04.1 is supplemented with the following: Crushed Screening shall be used for final surfacing of the trail in Lakota Park. Crushed Surfacing shall be placed where shown in the Plans, as a base for sidewalks, driveways, and pavement, at existing driveways to provide temporary access, as backfill for unsuitable foundation excavation at mailbox supports, or for any other purposes deemed necessary by the Engineer. Gravel Backfill for Drains shall be used as a base for pervious sidewalks. 4-04.2 Materiats (Special Provision) Section 4-04.2 is supplemented with the following: 3/d'- Y2" Crushed Screening 9-03.4(2) Gravel Backfill for Drains 9-03.12(4) 4-04.3 Construction Requirements (Special Provision) 4-04.3(4) Placing and Spreading � Item 2 of Section 4-04.3(3) and Section 4-04(4), is replaced with the following: 2. Road Mix Method. The road mix method of mixing surfacing material will not be allowed: 4-04.4 Measurement (Special Provision) Section 4-04.4 is supplemented with the following: 3/a" —'h" Crushed Screening will be measured per ton. Gravel Backfill for Drains will be mcasured per ton. 4-04.5 Payment (Special Provision) Section 4-04.5 is supplemented with the following: [l 1 ' � � � � � � , 1 � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 171 Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the proposal: "3/4"-1/2"" Crushed Screening", per ton. "Crushed Surfacing Top Course", per ton. "Crushed Surfacing Base Course", per ton. The unit contract price per ton for "Crushed Screening," "Crushed Surfacing Top Course" and "Crushed Surfacing Base Course shall also include compacting, and removing and hauling to waste when required by the Engineer. "Gravel Backfill for Drains", per ton. City of Federat Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 Page 172 Division 5 Surface Treatments and Pavements 5-01 SURFACE TREATMENTS AND PAVEMENTS 5-01.4 Measurement (Special Provision) Section 5-01.4 is supplemented with the following: No specific unit of ineasure will apply to the force account item of "Sealing Existing Concrete Random Crack". 5-01.5 Payment (Special Provision) Section 5-04.amended by the following: "Sealing Existing Concrete Random Crack", by force account as provided in Section 1- 09.6. 5-04 HOT MIX ASPHALT . 5-04.1 Description (Special Provision) Section 5-04.1 is supplemented with the following: Asphalt concrete pavement shall be used at the following locations on the project: 1. HMA CL 1/2", PG 64-22: For all asphalt concrete roadway construction and reconstruction per the Typical Roadway section details on the Plans. 2. Commercial HMA: For all asphalt concrete construction/reconstruction behind back of curb where such construction is shown in the Plans or directed by the Engineer. 3. Temporary Asphalt Pavement: For all temporary asphalt concrete and patching as directed by the Engineer. 4. Self-adhering, rubberized asphalt membrane: This work consists of installing a self- adhering rubberized asphaft membrane over Portland cement concrete or asphalt concrete pavement. 5-04.2 Materials (Specia/ Provision) Section 5-04.2 is supplemented with the following: Self-Adhering Rubberized Asphalt Membrane � ' . � i � � � � � � � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 173 � � � � � � � � � �� ' � � � � The asphalt membrane shall be a self-adhering, rubberized material. The membrane shall be one of the following: Manufacturer Phillips Petroleum Company Polyguard Products, Inc. Contech Construction Products, Inc 5-04.3 Construction Requirements 5-04.3(3)A Material Transfer Device/Vehicle (August 3, 2009 WSDOT GSP) Section 5-04.3(3)A is deleted in its entirety. 5-04.3(5)A Preparation Of Existing Surfaces (Special Provision) Brand Name Petrotac Polyguard NW-75 Geotac Section 5-04.3(5)A is supplemented with the following: In accordance with Section 1-07.15(1) Spill Prevention, Control and Countermeasures Plan (SPCC), as part of the SPCC the Contractor shall address the mitigating measures to be taken in the event that the paving operation is suspended or terminated prior to the asphalt for tack coat being fully covered. Seff-Adhering Rubberized Asphalt Membrane The Contractor shall install the rubberized asphalt membrane strips in accordance with the manufacturer's written recommendations over joints or cracks where shown in the Plans or designated by the Engineer. One week prior to the installation, the Contractor shall supply the Engineer with a copy of the manufacturer's installation recommendations. 5-04.3(7)A Mix Design (Special Provision) Section 5-04.3(7)A is supplemented with the following: The Contractor shall provide the City a mix design for all specified classes of mix and binder type that has been approved by WSDOT within the last 12 months. The mix design(s) shall have met all the requirements of Sections 9-03.8(2) and 9-03.8(6). The Contractor shall also provide documentation that the aggregates and binder used are the same as those used to meet the requirements for the WSDOT approved mix design. In no case shall the Contractor begin paving before the City has approved the submitted mix design(s). 5-04.3(8)B Basis of Acceptance (Special Provision) 5-04.3(8)B is a new section: A. HMA Mix Design. The Contractor-submitted reference mix design will be accepted based on its conformance to the project job mix formula (JIVIF) provided by the Contractor City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 1 Page 174 and laboratory density tests. For the acceptance of a project JMF, the Contractor shali submi� to the Engineer a laboratory report stating th�t the representative samples of the various aggregates and blend sand to be used, along with the gradation data, the various aggregate stockpile averages, the proposed combining ratios, and the average gradation of the completed mix. have been verified. � 1. Tolerances — Nonstatistical Acceptance. After the JMF is determined, the constituents of the mixture at the time of acceptance shall conform to the range of the proportion specified in the broad band specifications in for gradation and the design mix asphalt binder content plus or minus 0.5 percent. 2. Adjustments: a. Aggregates. Upon written request from the Contractor, the Project Engineer may approve field adjustments to the JMF including the Contractor's proposed combining ratios for mineral aggregate stockpiles and blend sand. The maximum allowed gradation change shall be 2 percent for the aggregate retained on the No. 10 sieve and above, 1 percent for the aggregate passing the No. 10 and No. 40 sieves, and 0.5 percent for the aggregate passing the No. 200 sieve. Blend sand may be changed a maximum of 5 percent. The above adjustments and/or any further adjustments as ordered by the Engineer will be considered as a new JMF. Adjustments beyond these limits will require development of a new JMF. The adjusted JMF plus or minus the allowed tolerances shall be within the range of the broad band specifications. b. Asphalt Binder Content. The Project Engineer may order or approve the Contractor's request to change asphalt binder content a maximum of 0.3 percent from the approved JMF. No field adjustments of the JMF relative to the asphalt binder content exceeding 0.3 percent from the initial JMF will be made without approval of the Engineer. B. Hot Mix Asphalt Mixture: Sampling: a. A sample will not be obtained from either the first or last 25 tons of mix produced in each production shift. No samples shall be taken for daily quantities under 250 tons in a day. b. Samples for complianee of gradation and asphalt binder content will be obtained on a random basis from the hauling vehicle. The Contractor shall provide adequate platforrns to enable samples to be obtained in accordance with WAQTC FOP for AASHTO T 168. The platforms shall allow the sample to be taken without the Engineer entering the hauling vehicle. 2. Test Results. The Contractor will furnish the Engineer with a copy of the results. 3. Test Methods. Acceptance testing for compliance of asphalt binder content will be WSDOT FOP for AASHTO Test Method T308. Acceptance testing for compliance of gradation will be WAQTC FOP for AASHTO T27 and T11. City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 i Page 175 � II � � l_J iJ � � 4. Rejection by Contractor: The Contractor may, prior to sampling, elect to remove any defective material and replace it with new mater.ial at no expense to the City. Any such new material will be sampled, tested, and evaluated for acceptance. 5-04.3(y0)B Control (Special Provision) Delete Section 5-04.3(10)B in its entirety and replace it with the following: For HMA, where paving is in the traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization, and the specified compacted course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum of ninety-two percent (92%) of the maximum density as determined by WSDOT Test Method 705. The level of compaction attained will be determined as the average of not less than five (5) nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations within each lot. The quantity represented by each lot will be no greater than a single day's production or approximately 400 tons, whichever is less. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material. At the option of the Engineer, noncomplying material may be accepted at a reduced price. Cores may be used as an alternate to the nuclear density gauge tests. When cores are taken by the Engineer at the request of the Contractor, the request shall be made by noon of the first working day following placement of the mix. The Engineer shall be reimbursed for the coring expenses at the rate of seventy-five and 00/100 dollars ($75.00) per core when the core indicates the acceptable level of compaction within a lot has not been achieved. At the start of paving, if requested by the Contractor, a compaction test section shall be � constructed as directed by the Engineer to determine the compatibility of the mix design. Compatibility shall be based on the ability of the mix to attain the specified minimum density �ninety-two percent (92%) of the maximum density determined by WSDOT Test , Method 705). Following determination of compatibility, the Contractor is responsible for the control of the compaction effort. If the Contractor does not request a test section, the mix will be considered compactable. � HMA constructed under conditions other than listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with � an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. � Preleveling mix shall be compacted to the satisfaction of the Engineer. In addition to the randomly selected locations for tests of the control lot, the Engineer � reserves the right to test any area which appears defective and to require the further compaction of areas that fall below acceptable density readings. These additional tests shalt not impact the compaction evaluation of the entire control lot. � u 5-04.3(12) Joints (January 5, 2004 WSDOT GSP) City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 176 Section 5-04.3(12) is supplemented with the following: HMA utilized in the construction of joint wedges shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source or by raking the joint on the roadway, to the satisfaction of the Engineer. 5-04.3(13) Surface Smoothness (January 5, 2004 WSDOT GSP) The second sentence of Section 5-04.3(13) is revised to read: The completed surface of the wearing course shall not vary more than 1/4 inch from the lower edge of a 10-foot straightedge placed on the surface parallel to centerline. 5-04.3(16) Weather Limitations (August 3, 2009 WSDOT GSP) The first sentence of Section 5-04.3(16) is revised to read: HMA for wearing course shall not be placed on any traveled way from "** October 15 *** and through March 31 st of the following year without written approval from the Engineer. 5-04.3(22) Temporary Asphalt Pavement (NEW SECTION) Temporary asphalt pavement shall be placed by the Contractor immediately upon the request of the Engineer for the maintenance of traffic during construction. These areas include: voids created by the removal of existing improvements (i.e., traffic islands, curbs), providing paved access to private properties, and ramps for property access during cement concrete driveway approach construction. All temporary paving shall be approved by the Engineer before placement. Any areas of temporary pavement to be removed and replaced shall be approved by the Engineer beforehand. This work shall also include the removal of temporary asphalt concrete pavement in its entirety prior to final paving. Temporary asphalt pavement shall consist of asphalt concrete cold patch mix. 5-04.4 Measurement (September 5, 2006 WSDOT GSP) Section 5-04.4 is supplemented with the following: No specific unit of ineasurement will apply to the calculated item of asphalt cost price adjustment. Measurement will be based on the number of square yards of surface area covered by the self-adhering rub6erized asphalt membrane. The measurement will not include additional membrane required for overlaps or repair. 5-04.5 Payment (Special Provision) Section 5-04.5 is supplemented with the following: � ��� � �J � � �J L__l � � � � � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 ' Page 177 Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the proposaL• "HMA CI. '/2" PG 64-22", per ton. "Temporary Asphalt Pavement", per ton. "Self-Adhering Rubberized Asphalt Membrane" per square yard. The unit contract price per square meter for "Self-Adhering Rubberized Asphalt Membrane" shall be full pay furnishing and installing the membrane as specified. City of Federal Way RFB 13-105 Lakota Middle SchooF Safe Routes to School 2013 Page 178 Division 7 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits 7-01 DRAINS 7-01.2 Materials (Special Provision) Section 7-01.2 is supplemented with the following: Class IV Reinforced Concrete Drain Pipe Ductile Iron Drain Pipe 7-01.5 Payment (Specia/ Provision) Section 7-01.5 is supplemented with the following: 9-05.7(2) 9-05.13 Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the proposal: "Drain Pipe _In. Diam.", per linear foot. The unit contract price per linear foot of drain pipe of the type and size specified shall be full pay for furnishing all labor, tools, equipment, and materials necessary for its complete installation, including, but not limited to, all pavement removal, trench excavation, haul and offsite disposal of excavated native material, dewatering (if required), temporary flow bypass, laying pipe, pipe bedding, backfilling and compaction, connection to new or existing storm sewers or drainage structures, surface restoration, haul and disposal of trench material to be wasted including unsuitable material, cleaning and testing costs related to maintaining existing drainage system during construction or to provide temporary drainage systems, and temporary patching hot mix to allow for the passage of traffic. Gravet borrow material for backfilling shall be paid as provided for in Special Provision Section 2-09 under the bid item "Gravel Borrow for Structure Backfill, Incl. Haul". 7-02 CUL-VERTS 7-02.5 Paym�nt (Special Provision) Section 7-02.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the proposal: "Corrugated Polyethylene Culvert Pipe _In. Diam.", per linear foot. i I� J � �� � � � � � � � � L� � � u City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page179 � � � � � � � � � � Section 7-04.4 is supplemented with the following: Structure Excavation Class B, haul and offsite disposal of excavated native material, backfilling and compacting, pipe zone bedding, connections between dissimilar existing and new pipe materials, and testing storm sewer pipe will not be measured as these items are incidental to the storm sewer pipe pay items. 7-04.5 Payment (Special Provision) Section 7-04.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the proposal: "Class IV Reinf. Conc. Storm Sewer Pipe _In. Diam.", per linear foot. "Corrugated Polyethylene Storm Sewer Pipe _In. Diam.", per linear foot. "Ductile Iron Storm Sewer Pipe _In. Diam.", per linear foot. The unit contract price per linear foot of storm sewer pipe of the type and size specified shall be full pay for furnishing all labor, tools, equipment, and materials necessary for its complete installation, including, but not limited to, all pavement removal, trench excavation, dewatering (if required), temporary flow bypass, laying pipe, pipe bedding material, backfilling and compaction, connection to new or existing storm sewers or drainage structures, surface restoration, haul and offsite disposal of excavated native material, cleaning and testing costs related to maintaining existing drainage system during construction or to provide temporary drainage systems, testing storm sewer pipe, and temporary patching hot mix to allow for the passage of traffic. Gravel borrow material for backfilling shall be paid as provided for in Special Provision Section 2-09 under the bid item "Gravel Borrow for Structure Backfill, Incl. Haul". 7-05 Manholes Inlets Catch Basins.docx 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7-05.1 Description (Special Provision) Section 7-05.1 is supplemented with the following: In the first paragraph, after "these Specifications", add "City of Federal Way Standard Drawings". Where shown on the plans and as detailed, or as designated by the Engineer, the Contractor shall adjust catch basins to grade, install rectangular solid cover and frarne on catch basins, and install heavy duty round frame and lids with conversion riser as required on catch basins. All lids and frames shall be locking unless shown as non- locking on plans or directed otherwise by the Engineer. City ofi Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 182 7-05.2 Materials (Special Provision) Where applicable, Section 7-05.2 is superseded with the following: Type 1 Catch Basins shall be constructed per City of Federal Way Standard Dwg 4-1. Type 1 L Catch Basins shall be constructed per City of Federal Way Standard Dwg 4-2. Type 2 Catch Basins shall be constructed in accordance with City of Federai Way Standard Dwgs 4-3 and 4-4. Area drains shall be Type 18 Area Drain, Shope Concrete Products; or approved equal. Vaned grates and associated frames (City of Federal Way Dwgs. 4-6 and 4-10) shall be used for all catch basins unless noted in the plans or directed otherwise by the Engineer. Standard herringbone grate shall be constructed in accordance with City of Federal Way Standard Dwg 4-5. Rectangular Sotid Locking Cover shall be constructed in accordance with City of Federal Way Standard Dwg 4-17. Round Solid Locking Cover and Frame shall be constructed in accordance with City of Federal Way Standard Dwgs 4-12 and 4-13. Conversion Riser for Type 1 and 1 L Catch Basins shall be per City of Federal Way Standard Dwg 4-18. Heavy Duty Round Solid Cover and Frame shall be manufactured from ductile iron. Covers shall be hinged and incorporate a 90 degree blocking system to prevent accidental closure and come complete with hinge infiltration plug. The lid shall be operable by one person using standard tools and capable of withstanding a test load of 100,000 Ibs. Frames shall be circular, compatible with City of Federal Way standard top slab openings, incorporate a seating ring, and be available in a 24-inch clear opening. The frame depth shall not exceed 4 inches, and the flange shall incorporate bedding slots and bolt holes. All components shall be black coated. Frame weight: 73 Ibs. Cover weight: 122 Ibs. Total weight: 195 Ibs. The heavy duty manhole frame and lid shall be Rexus 24-inch Manhole Cover and Frame (or approved equal) as manufactured by the Certainteed Corporation. (Optional tocal distributor: Titus Industries located at 62292 Byram Road, Bend, OR 97701, Email: Ititus@neverleek.com, Phone: 541-389- 1975.) The Contractor shall place anti-seize compound on all locking lid bolts prior to the final project punch list inspection. Pollution Preventian Marker shall be per City of Federal Way Standard Dwg 4-1, except as modified in these Special Provisions. 7-05.3 Construction Requirements (Special Provision) � �� � � � � � ,� � � � City of Federal Way " RFB 13-105 Lakota Middle School Safe Routes to Schoot 2013 � Page 183 � � Section 7-05.3 is supplemented with the following: Backfill around catch basins shall be compacted by mechanical tampers in accordance with Section 2-03.3(14)C "Method B" of the Standard Specifications. Catch basin cover frames shall be installed on precast rings or as directed by the Engineer. All bricks shall be installed with full mortar coverage and shall be plastered to a depth of 3/4 inch on the outer surface. Catch basin covers shall be adjusted to the rim elevations depicted on the storm profile drawings. Catch basin covers, lids, frames and grates shall be as noted in the Plans or directed by i the Engineer. Catch basins shall include conversion risers (City of Federal Way Standard Drawing No. 4-18) to accommodate round lids where indicated in the Plans or directed by the Engineer. All structures, new or existing, located within the proposed � wheel path shall utilize heavy duty round solid locking lids as shown in the Plans or directed by the Engineer. � �� � L� 7-05.3(1) Adjusting Manholes and Catch Basins to Grade Section 7-05.3(1) is supplemented with the following: Manholes, valve boxes, catch basins, and other structures shall not be adjusted to final grade until the adjacent pavement is completed, at which time the center of each structure shall be carefully relocated from references previously established by the Contractor. The asphalt concrete pavement shall be removed to a neat circular shape for manholes and catch basin conversion risers and a neat rectangular shape for type 1 catch basins. The edge of the cut shall be 18 inches from the outside edge of the cast iron frame of the structure. The base materials and crushed rock shall be removed. The manhole and catch basin frames shall be lifted and reset to the final grade, plumb to the roadway, and shall remain operafional and accessible. The Contractor shall adjust the manholes and catch basins with pre-cast grade rings and mortar. The top �/2" minimum adjustment shall be made using either tapered or non- tapered Infra-Riser� rubber adjustment rings as manufactured by East Jordan Ironworks or approved equal, with a maximum 2-inch thickness, as required. Metal adjustment rings shall not be used. If more than three grade rings are required to adjust a manhole to final grade, including existing grade rings, the Contractor shall remove the existing cone section, install a pre-cast manhole section of sufficient height to limit the number of grade rings to a maximum of three, and reinstall the cone section prior to paving operations. Cover and grate frames shall be securely grouted to the structure. Where existing structures are located within the wheel path of a proposed travel lane, catch basins adjusted to grade shall also include conversion risers and heavy duty locking covers per Section 7-05.3(9). Commercial HMA shall be placed and mechanically compacted in uniform lifts to finished � grade. The Hot Mix Asphalt (HMA) top course shall meet the requirements of Section 5- 04 of the Standard Specifications. The joint between the patch and existing pavement shall then be painted with asphalt for tack coat (per City of Federal Way Standard Dwg � 3-55) and immediately covered with dry paving sand before the asphalt for tack coat solidifies. � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 184 See section 7-05.3 of these special provisions for ring & cover and frame & grate requirements as applicable to both existing and proposed structures. 7-05.3(3) Connections to Existing Manholes Section 7-05.3(3) is supplemented with the following: The requirements of this section shall also apply to connections to existing catch basins as applicable. Connection to Existing Pipe (NEW SECTION) The contractor shall connect (or reconnect) existing pipes to the new manholes or catch basins without obstructing flow from upstream locations. Where new pipe is connected to existing pipe, the Contractor shall verify the type of existing pipe and join the pipes with a pipe adapter specifically manufactured for joining the pipes involved or as directed by the Engineer. The connection shall be made by carefully cutting or removing the existing pipe and installing a new section of pipe. from the existing pipe into the new catch basin. Care shall be taken in cutting the existing pipe. The new section of pipe shall be the same size and material as the existing pipe, or an approved substitution. Connections, grouting, backfilling, and all other work necessary to make the connection shall conform to appropriate provisions of Section 7-05.3. � All costs associated with this work shall be included in the unit contract price for the related item of work (new manhole or catch basin). No extra compensation will be made for removal of existing pipe damaged by Contractor negligence. Heavy Duty Round Solid Locking Cover and Frame (NEW SECTION) Provide a heavy duty locking ring and solid cover, in accordance with the requirements of Section 7-05.3 and manufacturer installation instructions, for drainage structures in the wheel path of the traveled roadway as noted in the plans. Provide a rectangular to round conversion riser for Type 1 and Type 1 L catch basins. Heavy duty frames and covers shall be considered incidental to the structure installed for new catch basins. 7-05.4 Measurement (Special Provision) Section 7-05.4 is supplemented with the following: "Area Drain, _ In", shall be measured per each. "Rectangular Solid Locking Cover" shatl be measured per each and applies only to existing catch basins. "Heavy Duty Round Solid Locking Cover and Frame" shall be measured per each and applies only to existing catch basins (incidental to new catch basins). � � � � � � � � � � �I [_ J � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 185 � � The unit contract price per linear foot of culvert pipe of the type and size specified shall be full pay for furnishing all labor, tools, equipment, and materials necessary for its complete installation, including, but not limited to, all pavement removal, trench excavation, dewatering (if required), temporary flow bypass, laying pipe, pipe bedding material, backfilling and compaction, connection to new or existing storm sewers or drainage structures, surface restoration, haul and disposal of excavated trench material, backfilling and compacting, cleaning and testing costs related to maintaining existing drainage system during construction or to provide temporary drainage systems, and temporary patching hot mix to allow for the passage of traffic. Gravel borrow material for backfilling shall be paid as provided for in Special Provision Section 2-09 under the bid item "Gravel Borrow for Structure Backfill, Incl. Haul". 7-04 storm sewers 7-04 STORM SEWERS 7-04.2 Materials (Special Provision) Section 7-04.2 is supplemented with the following: Concrete pipe material, gaskets, and couplings shall be in accordance with Section 9- 05.7 of the Standard Specifications and as modified in these Special Provisions. Class 50 ductile iron storm sewer pipe, where identified for use on the Plans, shall conform to the requirements of 9-05.13. � � The Contractor shall require the pipe suppliers to furnish certificates signed by their authorized representatives stating the specifications to which the materials or products were manufactured. Certificates indicating non-conformance with theses Specifications shall be sufficient evidence for rejection. Precast concrete materials shall not be shipped �j until pipe suppliers have provided documentation that materials have been properly '� cured. � � � � � Approval of certificates shall be considered only as tentative acceptance of the materials or products, and such action by the Engineer will not relieve the Contractor of their responsibility to perform field tests and to replace or repair faulty materials, equipment, and/or workmanship. 7-04.3 Construction Requirements (Special Provision) Section 7-04.3 is supplemented with the following:. Pipe Joints: All concrete pipe joints shall be rubber gasketed; except connections made between dissimilar existing and new pipe materials shall be made utilizing WSDOT Standard Plan B-60.20-00 connection collar. Backfill and compaction: City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 180 Water settling will not be permitted. Backfill shall be compacted by mechanical tampers in accordance with Section 2-03.3(14)C "Method B" of the Standard Specifications. Existing storm sewer facilities: The Contractor shall field verify th facilities shown on the plan but not operational throughout construction. 7-04.3(1) Cleaning and Testing e location of existing storm sewer facilities. All noted for removal shall be protected and remain Cleaning and testing of storm sewer pipe shall be in accordance with Section 7-04.3(1) of the Standard Specifications, except as modified herein: Prior to testing, storm sewers will be visually inspected by the Engineer's representative either by external physical observation before backfilling, by physical observation from inside the pipe, or by video inspection methods, at the discretion of the Engineer. The contractor shall provide all necessary video inspection and/or safety equipment, including mechanical ventilation, as requested by the Engineer, with all related costs to be included in the unit bid price of the related item. Any departures from the best construction practices, such as pipe line misalignment, presence of foreign matter in the pipes or catch basins, poor catch basin construction, etc., shall be corrected by the Contractor at the Contractor's own expense. Testing will not be authorized until such corrections have been made to the satisfaction of the Engineer. Should high groundwater conditions be encountered, the completed storm sewers may be required to be infiltration tested. Infiltration testing shall be utilized only when ordered by the Engineer. Coordination with Utility Companies (NEW SECTION) It is anticipated that minor adjustments will need to be made by the utility companies to avoid the proposed storm drainage system. Known relocations not to be performed by the Contractor have been shown on the Plans to be performed "by others". The Contractor shall identify any additional utility crossings that may conflict with the storm drainage system and notify the Engineer immediately prior to construction in vicinity of conflicts. The Contractor is responsible for coordinating anticipated relocation work with the respective utility companies. This coordination shall include contacting the utility company representative listed in Section 1-05.14(A) of these Special Provisions at least fifteen (15) working days prior to installing storm drain pipe that may conflict with the utility companies' respective facilities; and coordinating the construction of the storm drainage system with the respective utility construction crews. Coordination with utility companies shall be considered incidental to the Contract and no additional compensation will be made. 7-04.4 Measurement (Special Provision) � � � � � �� � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 181 � � � � � � � Structure Excavation Class B, haul and disposal of excavated native material, backfilling and compaction of the structure backfill will not be measured as these items are incidental to the pay items for each type of structure. 7-05.5 Payment (Special Provision) Section 7-05.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the proposal: "Catch Basin Type _", per each. "Catch Basin Type 2_ In. Diam.", per each. "Area Drain, _ In.", per each. "Rectangular Solid Locking Cover", per each. The unit contract price applies to existing catch basins only. "Heavy Duty Round Solid Locking Cover and Frame", per each. The unit contrac# price applies to existing catch basins only (incidental to new catch basins) and includes conversion riser for Type 1 and Type 1 L catch basins. The unit contract price per each for all bid items above shall be full pay for furnishing all labor, tools, equipment, and materials necessary to complete each unit according to the Plans and Specifications. This includes all pavement removal and disposal, structure excavation class B, dewatering (if required), temporary flow bypass, connections to existing and new pipe, foundation material, bedding material, backfilling, compaction, surface restoration, testing, and furnishing and placing of all accessories sucfi as traps, steps or ladders, control orifice risers, weirs, orifice plates, temporary patching hot mix to allow for the passage of traffic, and other items as applicable. Frames and grates rings and covers (standard duty or heavy duty where called for on the plans), and conversion riser shall also be considered included in the catch basin bid items to which they apply. Gravel borrow material for backfilling shall be paid as provided for in Special Provision Section 2-09 under the bid item "Gravel Borrow for Structure Backfill, Incl. Haul". 7-08 general pipe installation requirements 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.1 Description (Special Provision) Section 7-08.1 is supplemented with the following: City of Federal Way Lakota Middle School Safe Routes to School � Page 186 RFB 13-105 2013 This information shall cover the general requirements for installing culverts, storm sewers, sanitary sewers, and water mains. The Contractor shall also follow all provisions of Sections 7-02 (Culverts), 7-04 (Storm Sewers), 7-09 (Water Mains), 7-17 (Sanitary Sewers), and 1-07.23 (Pubfic Convenience and Safety) as it applies to the specific kind of work. 7-08.3 Construction Requirements (Special Provision) Section 7-08.3 is supplemented with the following: Dewatering Trenches Where water is encountered in the trench, it shall be removed during pipe-laying operations and the trench so maintained until the ends of the pipe are sealed and provisions are made to prevent floating of the pipe. Trench water or other deleterious materials shall not be allowed to enter the pipe at any time. , All work associated with maintaining a trench suitable for pipeline construction will be incidental and included in other items of work. 7-08.3(3) Backfilling Section 7-08.3(3) is supplemented ,with the following: Initial backfilling shall be performed only after inspection and approval of the installed pipe. Backfill shall be accomplished in such a manner that the pipe is not damaged by impact or overloading. All backfill for pipe trenches shall be mechanically compacted by a power operated mechanical tamper(s) as specified in Sections 7-08.3(3) of the Standard Specifications or other mechanical compaction device approved by the Engineer: Native trench spoils are not suitable for backfilling trenches. Native trench spoil material shall be hauled and disposed offsite and gravel borrow shall be provided to complete backfilling. Disposal of trench spoils is included in the bid items for pipes as required in Special Provision Section 7-04. Gravel borrow material for backfilling shall be paid as provided for in Special Provision Section 2-09 under the bid item "Gravel Borrow for Structure Backfill, Incl. Haul". 7-08.3(4) Plugging Existing Pipe Section 7-08.3(4) is replaced with the following: Where shown on the Plans or designated by the Engineer, existing pipes shall be plugged with controlled density fill (CDF) for the entire length of the pipe or as directed by the Engineer. 7-08.4 Measurement (Special Provision) Paragraph three of Section 7-08.4 is replaced with the following: City of Federal Way Lakota Middle School Safe Routes to School Page 187 � � � � � � L�1 � � RFB 13-105 2013 � � Plugging pipes will be measured by the cubic yard. � 7-08.5 Payment (Special Provision) Paragraph five of Section 7-08.5 is replaced with the following: "Plugging Existing Pipe", per cubic yard. The unit contract price for "Plugging Existing Pipe" shall be full payment for furnishing all labor, tools, equipment, and materials necessary to complete the Work according to the Plans and Specifications. 7-15 SERVICE CONNECTIONS 7-15.1 Description (Special Provision) Section 7-15.1 is supplemented with the following: This Work shall include relocating existing water meters (including irrigation water meters) and installing irrigation service connections as detailed in the Plans, Special Provisions and Specifications. � 7-15.3 Construction Requirements (Special Provision) � Section 7-15.3 is supplemented with the following: � Water service connections shall be installed or relocated where shown on the drawings or where directed by the Engineer. Lakehaven Utility District (LUD) will provide materials and labor for installation of the service connection components from �heir water � main pipe to the new or relocated meter (including the new or relocated meter and meter box) as shown in their standard details. The Contractor shall coordinate the timing and exact location of the work to be performed by the LUD forces and shall process and � obtain any permits required by LUD. The Contractor shall provide traffic control, sawcutting, excavation, backfilling and compaction, imported granular backfill material, surface restoration, and (where applicable) reconnection to the existing water service piping beyond the meter and relocation of existing backflow prevention devices where � applicable. All work shall be in conformance with Lakehaven Utility District standards and permit requirements. � 7-15.4 Measurement (Special Provision) Section 7-15.4 is supplemented with the following: No specific unit of ineasurement shall apply to the lump sum items "Relocate Water Meter", "Irrigation Service Connection", and "Relocate Irrigation Water Meter.". � City of Federal Way Lakota Middle School Safe Routes to School � Page 188 RFB 13-105 2013 No specific unit Lakehaven Utility Connection Fees". 7-15.5 Payment (Special Provision) of ineasurement shall apply for the force account items "Lakota District Connection Fees" and "SW 312`h Lakehaven Utility District Section 7-15.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1 (Intent of the Contract) for the following bid items: "Relocate Water Meter", per lump sum. The lump sum price for "Relocate Water Meter" shall be full payment for furnishing all labor, tools, equipment, and materials necessary to complete the Work according to the Plans and Specifications, including, but not limited to, traffic control, trench excavation, haul and offsite disposal of excavated native material, dewatering (if required), connection to the back (private) side of the meter setter, relocating the private side of the service line, backfilling and compaction, imported backfill material, surface restoration, and coordination of necessary applications, permits, fees, work and inspections with Lakehaven Utility District. Work performed and fees required by Lakehaven Utility District are not included and shall be paid for under a separate force account item. "Irrigation Service Connection", per lump sum. The lump sum price for "Irrigation Service Connection" shall be full payment for furnishing all labor, tools, equipment, and materials necessary to complete the Work according to the Plans and Specifications, including, but not limited to, traffic control, trench excavation, haul and offsite disposal of excavated native materiaf, dewatering (if required), backfilling and compaction, imported backfill material, surface restoration; and coordination of necessary applications, permits, fees, work and inspections with Lakehaven Utility District. Work performed and fees required by Lakehaven Utility District are not included and shall be paid for under a separate fo�ce account item. "Relocate Irrigation Water Meter", per lump sum. The lump sum price for "Relocate Irrigation Water Meter" shall be full payment for furnishing all labor, tools, equipment, and materials necessary to complete the Work according to the Plans and Specifications, including, but not limited to, traffic control, trench excavation, haul and offsite disposal of excavated native material, dewatering (if required), connection of the new and existing irrigation systems to the back side of the meter setter, relocation and reconnection of the backflow prevention assembly, backfilling and compaction, imported backfill material, surface restoration, and coordination of necessary applications, permits, fees, work and inspections with Lakehaven , Utility District. Work performed and fees required by Lakehaven Utility District shall be paid for under a separate force account item. "Lakota Lakehaven Utility District Connection Fees", by force account as provided in Section 1-09.6. The Contractor shall be reimbursed at the actual invoice amount for all connection fees required and material and labor expended by Lakehaven Utility District for relocation of �� � � � �� � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page189 � one (1) water meter and installation of one (1) new irrigation water service. For the purpose of providing a common proposal, the Contracting Agency has estimated the � cost of Lakehaven Utility District fees and has arbitrarily entered that amount in the bid proposal. "SW 312`h Lakehaven Utility District Connection Fees", per force account as provided in Section 1-09.6. The Contractor shall be reimbursed at the actual invoice amount for all connection fees required and material and labor expended by Lakehaven Utility District for relocation of one (1) irrigation meter. For the purpose of providing a common proposal, the Contracting Agency has estimated the cost of Lakehaven Utility District fees and has entered that amount in the bid proposal. 7-20 stormwater treatment systems 7-20 STORMWATER TREATMENT SYSTEMS Section 7-20 is a new section. 7-20.1 Description (Special Provision) 7-20.1(1) Work Included This work consists of constructing stormwater treatment systems, including catch basin filters for spill control, a pre-treatment unit and a cartridge filter vault, of the types and sizes designated in accordance with the Plans and Specifications 7-20.1(2) General � Like items of equipment specified herein shall be the end products of one manufacturer in order to achieve standardization for operation, maintenance, spare parts, and manufacturer's service. The use of the manufacturer's name and model or catalog number is for the purpose of establishing the standard of quality and general configuration only. Products of other manufacturers will be considered in accordance with the General Conditions. 7-20.1(3) Manufacturer's Services A manufacturer's representafive for the equipment specified herein shall be present on the jobsite for a minimum of three (3) person-days total, travel time excluded, for installation assistance, inspection, and certification of the equipment installation and proper operation. 7-20.1(4) Submittals � Submittals for the stormwater filters shall include the following items in accordance with Division 1, General Requirements. 1. Shop Drawings for each stormwater treatment system installation including size, location, inlet and outlet inverts, appurtenant piping, valves, access ways, venting � City of Federal Way � Lakota Middle School Safe Routes to School Page 190 RFB 13-105 2013 2. 3. 4. 5. details; bedding, backfill, concrete top slab, lid details, and anchorage tiedown system details. The concrete top slab design shall be prepared by a registered structural engineer and provide HS-20 loading for each system. Complete materials list. Documentation of corrosion protection package elements and all site-specific protection needs. Manufacturer's data and calculations to demonstrate compliance with product criteria included within these Specifications. Manufacturer's recommended installation and maintenance procedures. , 7-20.2 Materials (Special Provision) Bedding and backfill materials for stormwater treatment systems shall be in accordance with Section 7-05.3. 7-20.2(1) Catch Basin Filter for Spill Control All catch basin inserts for spill control (catch basin filter) shall be delivered to the site prepackaged, complete, and shall include: 1. A self-contained, easily removable unit containing a sediment and oil trapping chamber with oil absorbent media. A durable lifting system or device shall be provided with each unit or for the entire project, as applicable, to facilitate easy removal of used filters utilizing hand labor and/or a portable overhead hoist. 2. Oil-absorbent media shall consist of wood fiber products such as Absorbent W, SuperSorb, whole green fibrous moss, or polymers such as Petrolock and Steamguard. Compost-based media containing ground peat moss are not acceptable. Alternative media may be used if it can be shown they are substantially equivalent to the oil retention capability of the media listed utilizing methods noted in the decision paper entitled, "Oil leachate tests for various adsorbent filter media," May 1994, King County Surface Water Management Division (not Water and Land Resources Division). 3. Units shall meet the following requirements adapted from the 2009 King County Surface Water Design Manual (page 6-140): Insert has ability to treat a peak water quality design flow of 19 gpm for a rrrinimum of 6 weeks during typical intermittent rainfall conditions (in the Seattle area); insert has ability to pass a peak flow of 43 gpm without causing roadway ponding; media system functions so that its surface does not become plugged or blinded shortly after deployment and cause stormwater to bypass before full use of inedia is realized; media resists water saturation and maintains oil-absorbing properties for a minimum of 6 weeks under intermittent rainfall conditions; insert has a positive seal around grate to prevent excessive low-flow bypass; insert has a means of preventing a significant loss of floating oil and floatable debris larger than 1.5 inches in the smallest dimension during bypass conditions; insert has a means of preventing oil-soaked media from escaping the unit; manufacturer provides complete installation and maintenance instructions; and unit has durable identification nameplates or other permanent product identification affixed to a prominent location. 4. One replacement filter media unit shall be provided by the Contractor for each initial insert installed. The replacement media shall be delivered to the Contracting Agency's Steel Lake Maintenance Facility. A minimum of two � � � `J � M � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 191 � � � � � working days prior to delivery, the Contractor shall contact City Staff at (253) 835-2755 to coordinate delivery of replacement media. 5. Catch basin inserts for spill control shall be preassembled units manufactured by the following or equal, as approved by the Engineer: a. AbTech Filtration System by AbTech Industries b. Flexstorm by Inlet & Pipe Protection, Inc c. FloGard +Plus by Kristar Enterprises, Inc. 6. The same brand of catch basin insert shall be installed in all the specified catch basins at any one intersection. 7. All metal parts shall be corrosion resistant. 7-20.2(2) Pre-Treatment Unit Precast concrete components shall conform to ASTM C 857 and C 858 and meet the following additional requirements. 2. 3. 4. 5. 6. 7. 8. 9. 10 The wall thickness shall not be less than 6 inches or as shown on the dimensional drawings. In all cases, the wall thickness shall be no less than the minimum thickness necessary to sustain HS20-44 loading requirements. Sections shall have tongue and groove or ship-lap joints with a butyl mastic sealant conforming to ASTM C 990. Cement shall be Type III Portland cement conforming to ASTM C 150. Pipe openings shall be sized to accept pipes of the specified size(s) and material(s) and shall be sealed by the Contractor with a hydraulic cement conforming to ASTM C 595M. Internal metal components shall be aluminum alloy 5052-H32 in accordance with ASTM B 209. 48-inch diameter access risers with steps in accordance with Section 7-05 shalt be used between the top of vault to within 2 feet of finished grade as shown on the Plans. Brick or masonry used to build the manhole frame to grade shall conform to ASTM C 32 or ACTM C 139. Hinged lid shall be as specified herein. All concrete sectians shall be cured by an approved method. Sections shall not be shipped until the concrete has attained a compressive strength of 4,000 psi or until five days after fabrication and/or repair, whichever is the longer. A bitumen sealant in conformance with ASTM C 990 shall be utilized in affixing the aluminum swirl chamber to the concrete vault. The pre-treatment unit shall adhere to the following performance specifications as specified below: 1. Inside diameter: 48 inches 2. Design treatment capacity: 0.178 cubic feet per second (online) 3. Maximum peak flow: 9.722 cubic feet per second 4. Minimum sump sediment storage capacity: 0.5 cubic yards The pre-treatment unit shall be a hydrodynamic separator and include a circular aluminum "swirl chamber" or ("grit chamber" with a tangential inlet to introduce a swirling flow pattern that will accumulate and store settle-able solids in a manner and a location that will prevent re-suspension of previously captured particulates. City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 192 Division 8 Miscellaneous Construction 8-01 Erosion control and water pollution control 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 8-01.3(1)A Submittals (Special Provision) Section 8-01.3(1)A is supplemented by the following: A Stormwater Pollution Prevention Plan (SWPPP) shall be prepared by the Contractor and submitted for approval to the Engineer. The plan shall consist of the Contractor's complete strategy to meet the requirements of the Department of Ecology's NPDES and State Waste Discharge General Permit for Stormwater Discharges Associated With Construction Activity (General Permit). The SWPPP shall include and modify as necessary the Site Preparation and Erosion Control Plan drawings provided as part of the Contract Plans. The Contractor shall prepare review and modify the SWPPP as necessary to be consistent with the actual work schedule, sequencing, and construction methods that will be used on the project. The Contractor's SWPPP shall meet the requirements of the generat permit. The Contractor's modifications to the SWPPP shall also incorporate the content and requirements for the Spill Prevention, Control and Countermeasures (SPCC) Plan in accordance with Section 1- 07.15(1 ). The SWPPP shall document all the erosion and sediment control Best Management Practices (BMPs) proposed, whether permanent or temporary. The plan shall document installation procedures, materials, scheduling, and maintenance procedures for each erosion and sediment control BMP. The Contractor shall submit the SWPPP for the Engineer's approval before any work begins. The Contractor shall allow at leasfi five working days for the Engineer's review of the initial SWPPP or any revisions to the modified SWPPP. Failure to approve all or part of any such plan shall not make the Contracting Agency liable to the Contractor for any work delays. The Contractor may not begin work without an approved Contractor's SWPPP. In addition, the SWPPP shall outline the procedures to be used to prevent high pH stormwater or dewatering water from entering surface waters. The plan shall include how the pH of the water will be maintained between pH 6.5 and pH 8.5 prior to being discharged from the project or entering surface waters. Prior to beg:inning any concrete or grinding work, the Contractor shall submit the plan, for the Engineer's review and approvaL As a minimum, the SWPPP shall include all the SWPPP requirements identified in the General Permit, including: Narrative discussing and justifying erosion control decisions (12 elements) Drawings itlustrating BMPs types and locations Engineering calculations for ponds and vaults used for erosion control A schedule for phased installation and removal of the proposed BMPs, including: City of Federal Way Lakota Middle School Safe Routes to School Page 197 � � � � � � RF� 13-105 2013 � P �' � I :� ,� � � A. BMPs that will be installed at the beginning of project startup. B. BMPs that will be installed at the beginning of each construction season. C. BMPs that will be installed at the end of each construction season. D. BMPs that will be removed at the end of each construction season. E. BMPs that will be removed upon completion of the project. An Ecology template is available to the Contractor for producing the SWPPP, using project specific information added by the Contractor. The template and instructions are available at: http://www.ecy.wa.gov/programs/wq/stormwater/construction/. Turbidity and pH Eicceedances Following any exceedances of the turbidity or pH benchmarks, the Contractor shall provide the following at no additional cost to the Contracting agency: The necessary SWPPP revisions and on-site measures/revisions including additional source control, BMP maintenance, and/or additional stormwater treatment BMPs that are necessary to prevent continued exceedance of turbidly and/or pH benchmarks. The regulatory notification to the Dept of Ecology and to the Engineer of any monitoring results requiring regulatory notification. The additional daily sampling and reporting measures described in the General Permit to verify when project site runoff is in compliance. 8-01.3(1)B Erosion and Sediment Control (ESC) Lead 7Special Provision) Section 8-01.3(1)B is supplemented by the following: The ESC Lead shall be responsible for Water Quality Sampling, Recording and Reporting in accordance with the following procedures: a. Sampling equipment and methodologies shall meet the requirements of the Construction Stormwater General Permit (General Permit). b. Prior to water quality sampling the ESC Lead shall: Review project maps, project definition, and schedule to understand when and where construction activities have the greatest potential to impact specific water quality parameters. 2. Read the local, state, or federal permit(s) in the contract documents to ensure a good understanding of all water quality requirements of the project. 3. Establish sampling station locations to determine background, outfall, and downstream water quality conditions and submit for approval to the Engineer for the City. a. Locate background sampling stations at points upstream of the project clearing limits where the water quality will not be influenced by construction operations. City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 Page 198 � b. Locate discharge sampling points where any construction stormwater runoff will outfall to ditches that are adjacent to the work area. c. Locate the downstream sampling station for ditches adjacent to the work areas. 4. Develop a map depicting the project; sampling station locations and major water, land, and road characteristics. Keep the map with� the monitoring and reporting forms to assure that any personnel responsible for monitoring, recording and reporting can understand the locations and access the sampling stations. 5. Establish a sampling schedule to ensure that monitoring is conducted daily during storm events that exceed 0.5 inches of rainfatl within 24 hours, while the project is active. The ESC Lead shall perform water quality sampling for the project at least once a week, regardless of rainfall amounts, unless the City grants a waiver to this sampling requirement. 6. Establish procedures to adapt to unanticipated events such as severe storms, schedule adjustments, modified construction techniques, etc. and submit to the Engineer for approval. Submit any modifications fo the procedures submit to the Engineer for approval. Following any water quality exceedance, additional sampling will be required to verify when site runoff is in compliance. 7. Calibrate equipment according to manufacturers' recommendations and according to their specified schedule. If data appears suspect, perform additional calibrations immediately. 8. Set up sampling stations as follows: a. Mark all sampling station locations with clearly labeled survey stakes. b. Photograph each sampling station for future referenee and reporting. Picture(s) should show a good reiationship of the project, sampling station and surrounding environment. c. If sampling outside of land owned by the City, survey stake locations should be within land owned by the City with direction and distance labels to the exact sampling point locations. c. Conduct one baseline water sampling prior to the beginning of any construction activities to establish background water quality characteristics above and below the site. Whenever possible, baseline monitoring should be performed during a rainstorm. d: After the start of construction activities, conduct compliance monitoring in accordance with the established schedule. The following sampling procedures must be used: Sampling shall occur from the most downstream station first and work upstream to the upper most station to avoid contamination. Testing of samples shauld occur at the designated sampling station whenever possible. ' 2. Collect samples from as close to the center of the water body as practical using a sampling rod if necessary. ' � � � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 �, Page 199 � � 3. Fill the sampling bottle (downstream) at least once prior to collecting the sample to remove possible contaminants. Shake the sample prior to turbidity testing. 4 5 pH sampling should occur prior to turbidity as temperature affects pH. Follow the manufacturers' recommendations for equipment operations. e. All data shall be recorded and submitted within 24 hours to the Engirreer on a WSDOT Daily Data Record Form. Summary data shall also be provided using WSDOT's Excel Summary and Monitoring Report Forms. Copies of all submitted data for each sampling event shall be kept on-site in a field notebook. The following elements shall be included on the Monitoring Report Form: 1. The date, time and location of the sample. 2. 3. Project name and contract number. Personnel who collected the sample. 4. Field conditions (weather, temperature, pertinent construction activities, note any prior disturbance of the water body, etc.) 5. The testing results for measured parameters (turbidity, pH, and water temperature). 6. Date and time of the last calibration of sampling equipment. 7. Notes summarizing critical activities, unusual conditions, corrective � actions, whether or not photographs were taken as supporting documentation, etc. � The ESC lead shall also complete and submit monthly Discharge Monitoring Reports (DMRs) to the WSDOE in accordance with the General Permit, regardless of site discharge, for the full duration of permit coverage. f. Keep all project water quality monitoring forms, maps, and pictures of the +�j sampling stations in a single location on-site with the project permits. Standard forms for recording and reporting monitoring results shall be used =' and can be obtained from the Project Engineer. !� g. Immediately after each sampling event, the ESC Lead or a certified designate shall analyze the sampling results and compare them with the � following water quality protocols below (which are described in the Daily Data Record Form): 1. Turbidity shall not exceed 5 NTU over background turbidity when the � background turbidity is 50 NTU or less, or have more than a 10 p�rce.nt increase when the background turbidity is more than 50 NTU. 1. pH shall be within the range of 6.5 to 8.5 with a human-caused variation within the above range of less than 0.2 units. If sampling results indicate that the project is not in compliance with water quality standards or permit conditions, the ESC Lead shall note the non- compliance issue, the results, the duration of the noncompliance issue, time of day, and characteristics of the activity causing the non-compliance. The ESC Lead shall immediately notify the Project Engineer of the situation, possible consequences, and potential corrective actions. :� City of Federal Way RFB 13-105 lakota Middle School Safe Routes to School 2013 � Page 200 The Engineer may stop construction to investigate and correct sources creating non- compliance conditions. 8-01.3(2).GR8 8-Oi.3(2) Seeding, Ferfilizing and Mulching Preparation and Application Section 8-01.3(2) A is supplemented with the following Areas designated on the Plans to receive seeding, fertilizing, and mulching that are 3:1 slope or flatter shall be prepared as required in Special Provision 8-02.3(5) Planting Area Preparation. Soil preparation shall not be performed where temporary erosion control blanket is shown on Site Preparation and Erosion Control Plans. No cultivation shall occur in areas within the drip line of existing vegetation scheduled to remain. 8-01.3(2)B.GR8 Seeding and Fertilizing 8-01.3(2)B Seed.docx (Specia/ Provision) Grass seed, of the following composition, proportion, and quality shall be applied at 120 pounds per acre on all areas requiring roadside seeding within the project: Kind and Variety of % By Minimum % Minimum % Seed in Mixture by Weight Pure Seed Germination Dwarf tall fescue 45 Dwarf perennial rye (Barclay) 30 Redfescue 20 Colonial Bentgrasses 5 Weed Seed Inert and Other Crop .; .; .; .; 0% 5% (max) .� .� .� .� Seeds shall be certified "Weed Free," indicating there are no noxious or nuisance weeds in the seed. 8-01.3(2)B.OPT4.docx (January 3, 2006) Sufficient quantities of fertilizer shall be applied to supply the following amounts of nutrients: Total Nitrogen as N- 80 pounds per acre. � ' � ,� � � �� �� City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 201 � � Available Phosphoric Acid as P205 - 20 pounds per acre. Soluble Potash as K20 - 40 pounds per acre. 50 pounds of nitrogen applied per acre shall be derived from isobutylidene diurea (IBDU), cyclo-di-urea (CDU), or a time release, polyurethane coated source with a minimum release time of 6 months. The remainder may be derived from any source. The fertilizer formulation and application rate shall be approved by the Engineer before use. 8-01.3(2)D.docx Mulching Section 8-01.3(2)D is supplemented with the following: Hydroseed mulch shall be applied at a rate of 2000 pounds per acre 8-01.4 Measurement (Special Provision) Section 8-01.4 is supplemented with the following: No separate measurement for SWPPP, weekly monitoring or daily monitoring if needed will be made. 8-01.5 Payment (Special Provision) Section 8-01.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the proposal: "Erosion/Water Pollution Control", estimate "Stormwater Pollution Prevention Plan", lump sum The lump sum contract price for the "Stormwater Pollution Prevention Plan" shall be full � pay for all costs associated with complying with the Special and General Conditions of the General Permit; including creating, submitting, modifying and maintaining the SWPPP; design and submittal of erosion and sediment control BMPs including providing, � maintaining on site the standby equipment and materials to comply with the General Permit; providing all stormwater monitoring and reporting, and other specified SWPPP requirements. � "Seeding, Fertilizing and Mulching", per acre The unit price contract price for the "Seeding, Fertilizing and Mulching' shall include soil � preparation and soil amendments in areas of 3:1 slope or flatter. �' City of Federal Way RFB 13-105 �� Lakota Middle School Safe Routes to School 2013 � Page 202 8-01.5 Payment (April 3, 2006 WSDOT GSP) Section 8-01.5 is supplemented with the following: All costs associated with the treatment of pH in high pH stormwater or dewatering water shall be included in the applicable concrete, grinding or sawcutting items of work. 8-02 Roadside Restoration 8-02 ROADSIDE RESTORATION 8-02.2 Materials (Special Provision) Section 8-02.2 is supplemented with the following: Root Barrier shall be as noted in the Plans. 8-02.3 Construction Requirements (Special Provision) 8-02.3(1) Responsibility During Construction Section 8-02.3(1) is supplemented with the following: Landscape construction is anticipated to begin after all curbs, sidewalks, walls, and associated roadside work is completed. Landscape materials shall not be installed until weather permits and installation has been authorized by the Engineer. If water restrictions are anticipated or in force, planting of landscape materials may be delayed. Throughout planting operations, the Contractor shall keep the premises clean, free of excess soils, plants, and other materials, including refuse and debris, resulting from the Contractor's work. At the end of each work day, and as each planting area is completed, it shall be neatly dressed, and all surrounding walks and paved areas shall be cleaned to the satisfaction of the Engineer. No flushing will be allowed. At the conclusion of work, the Contractor shall remove surplus soils, materials, and debris from the construction site and shall leave the project in a condition acceptable to the Engineer. 8-02.3(4) Topsoil Section 8-02.3(4) is supplemented with the following: The Contractor shall submit to the Engineer a manufacturer's certification that the topsoil contains al� materials and soil amendments of the type and quantities specified. The Engineer will have 10 working days to respond to submittals. Placement shall not begin until approval has been received in writing. Topsoil Type A Section 8-02.3(4)A is supplemented with the following: � � � � � ,�. City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 203 � �� � � 8-02.3(5) Topsoil Type A shall be placed to a 10 inch non-compacted depth in two lifts. The first 5 inches of topsoil shall be placed over the existing soil and incorporated to a 10 inch depth. The second 5 inches of topsoil shall then be placed over the existing soil. Placement and incorporation of topsoil Type A shall be a uniform and even application. Planting Area Preparation Section 8-02.3(5) is supplemented with the following Areas designated in the Plans to receive seeding, fertilizing and mulching shall be prepared by loosening and cultivating existing soils to a minimum depth of 12 inches and then incorporating Soil Amendment per Special Provision 8-02.3(6) Soil Amendments. Areas designated in the Plans to receive sod shall be prepared with Topsoil Type A per Special Provision 8-02.3(4) Topsoil. Soil Preparation in tree pit areas shall be as detailed on the Plans. No cultivation shall occur in areas within the drip line of existing vegetation scheduled to remain. 8-02.3(6) Soil Amendments Section 8-02.3(6) is supplemented with the following: Soil amendments shall consist of Fine Compost. Prior to placement and incorporation of soil amendment, the application and incorporation methods shall be approved by the Engineer. Soil amendment shall not be placed when a condition exists, such as frozen or water saturated soil, that may be detrimental to successful application, incorporation, or soil structure. The Contractor shall notify the Engineer a minimum of five working days prior to the start of soil amendment work. Fine compost shall be uniformly and evenly placed in all designated planting areas to a 3 inch, non-compacted depth and incorporated into the existing soil to a 10 inch depth. Soil amendments shall not be placed on areas steeper than 3:1 slope. 8-02.3(8) Planting Section 8-02.3(8) is supplemented with the following: Use loosened and replaced compacted mineral native soil without organics under tree rootball. Topsoil Type A shall be used to backfill tree pits, per details and notes on plans. City of Federal Way Lakota Middle School Safe Routes to School Page 204 RFB 13-105 2013 Trees shall be handled by the root ball, not by the trunk. Burlap and wire shall remain intact until trees are set in their final positions within each planting pit. Plant trees upright and rotate in order to give the best appearance or relationship to adjacent plants, topography and structures. Hold plant rigidly in position until topsoil has been backfilled and water settled free of voids and air pockets and tamped firmly around the ball or roots. When the pit is backfilled halfway, place the specified quantity of fertilizer plant tablets and stake as shown on the Plans. Evenly space the fertilizer tablets around the perimeter of, and immediately adjacent to the root system. Carefully place, water and compact planting topsoil, fill all voids. Tree root crowns to be 1" higher than finished grade to allow for settlement. When the planting pit is three-quarters (3/4) backfilled, fill with water and allow water to soak away. Fill the pits with additional topsoil to finish grade and continue backfilling as detailed on the Plans. Water trees immediately after planting. 8-02.3(10) Fertilizers Section 8-02.3(10) is supplemented with the following: Plant Fertilizer The Contractor shall provide and apply plant fertilizer for plants after initial planting between the months of March and June. Fertilizer shall be placed at the rate of 1/4 cup per plant, spread within a 1-foot radius around each plant. Fertilizer shall be a standard commercial grade of organic or inorganic fertilizer as specified herein. All fertilizers shall be furnished in standard unopened containers with weight, name of plant nutrients and manufacturer's guaranteed statement of analysis clearly marked, in accordance with State and Federal law. Trees and shrubs shall be fertilized at a rate according to manufacturer's recommendations. Fertilizer tablets shall be slow release (20-10-15 NPK) Agriform or equal. The Contractor shall use five (5) 21 gram tablets per tree and one (1) 10 gram tablet per shrub or groundcover. 8-02.3(11) Bark or Wood Chip Mulch Section 8-02.3(11) is supplemented with the following: Bark mulch or wood chip mulch shall be placed to a uniform non-compacted depth of 4- inch over all planting areas except seeded or sodded areas. Medium course grind Douglas Fir or hemlock mulch with sample approved by the Engineer. It shall be ground so that a minimum of 95%, by volume, of the material will pass through a 1-inch sieve. Ground bark shall not contain elements in quantities that would be detrimental to plant life. Wood cellulose tissue of fiber (wood pulp), wood waste, wood shavings, wood sawdust, wood chips, or any product that contains greater than 5%, by volume, of the hard, lignified wood portion of the tree will not be accepted. � � � � � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 205 � Apply to two (2) inch depth in all tree, shrub and groundcover areas, and disturbed areas as noted on Plans. � 8-02.3 (13) Plant Establishment � � � � � � !J�' � , � � Section 8-02.3(13) is supplemented with the following: Plant establishment shall consist of insuring resumption and continued growth of all planted material including trees, sod lawn and seeded areas for a period of one (1) year. This shall include, but is not limited to labor and materials necessary for removal and replacement of any rejected plant material planted under this contract. Root Barrier Section 8-02.3 is supplemented with the following: Root Barrier shall be installed as noted and detailed in the Plans. 8-02.4 Measurement (Specral Provision) Section 8-02.4 is supplemented with the following: Root Barrier will be measured by the linear foot along the upper installed edge. 8-02.5 Payment (Special Provision) Section 8-02.2 is supplemented with the following: "Root Barrier", per linear foot 8-03 Irrigation 8-03 IRRIGATION SYSTEMS 8-03.3 Construction Requirements (Special Provision) Section 8-03.3 is supplemented with the following: All work shall be in strict conformance with the Lakehaven Utility District Water System and Sewer Standards, together with the p(ans, details and manufacturer's written information regarding recommended installation procedures. References to the use of galvanized pipe in the Standarcl Specifications and Amendments shall be replaced with Schedule 80 PVC or other Engineer accepted pipe material. 8-03.3(7) Flushing and Testing Section 8-03.3(7) is supplemented with the following: City of Federal Way Lakota Middle School Safe Routes to School Page 206 RFB 13-105 2013 The Contractor shall pre-test and prove functional then advise the Engineer at least 48 hours before pressure and coverage tests are to be conducted and shall have the approval of the Engineer before backfilling. Mainlines shall be tested at 140 PSI and PVC lateral lines at 5-0 PSI. Before the sprinkler system will be accepted, the Contractor in the presence of the engineer shall perform a water coverage test to determine if the water coverage and operation of the system is complete and satisfactory. If any part of the system is inadequate it shall be repaired or replaced at the Contractor's expense and the test repeated until accepted. The entire sprinkler system shall be guaranteed by the Contractor to give complete and satisfactory service for a period of one year from the date of Initial Planting Acceptance by the City of Federal Way. Should any trouble develop within the one year period, which in the opinion of the Engineer, is due to faulty material or workmanship, the trouble shall be corrected, without delay, to the satisfaction of the Engineer at the Contractor's expense. All backfilled trenches shall be repaired by the Contractor at his expense, including restoration of plant materials. 8-03.3(13) Irrigation Water Service Section 8-03.3(13) is rep►aced with the following: Irrigation water meters shall be per Section 7-15. 8-03.3(14) Irrigation Electrical Service Section 8-03.3(14) is supplemented with the following: Furnish and install the irrigation controller in an Engineer approved single sided 12"x24"x36" height, vandal resistant locking, 12-gauge pre-galvanized steel, NEMA 3R pad-mount enclosure complete with 120C power source, and 28" x 28" x 12" thick concrete pad complete with all fasteners, hardware, bots, nuts and washers of stainless steel or galvanized if accepted by the Engineer and sized per manufacturer's instructions. Install pad, pedestal, controller, 120V control wire, conduits at locations staked by Contractor and approved by Engineer. Electrical power for the irrigation is to be supplied through the same electrical service as illumination. 8-03.4 Measurement (Special Provision) Section 8-03.4 is supplemented with the following: Measurement for Automatic Irrigation System, Complete will be by lump sum for the installation of the new irrigation system within the City's right-of-way as outlined in the contract documents, complete and in full operating condition. ' L__l � � � r � � � � ' C� � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 207 ' � � ' LJ � ' � � � 8-03.5 Payment (Special Provision) Section 8-03.5 is supplemented with the following: Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the proposal: "Automatic Irrigation System, Complete", per lump sum. The lump sum contract price for Automatic Irrigation System, Complete shall be full compensation for furnishing all labor, materials, tools, electrical services connection costs, and equipment necessary or incidental to the construction of the complete and operable sprinkler irrigation system as shown in the Plans or as directed by the Engineer. All costs for furnishing and installing controllers, pads, enclosures, conduit, wiring and service (same as for signal and illumination systems), irrigation, cont�ollers, all control wiring, backflow preventer, vault enclosures, strainers, air reliefs, drip irrigation, valves, piping and all other required components for a fully functional system where indicated and as detailed in the Plans and all costs of inspections and tests performed on Cross Connection Control shall be considered incidental to and included in the unit contract price for Automatic Irrigation System. 8-04 extruded curb 8-04 CURBS, GUTTERS AND SPILLWAYS 8-04.3 Construction Requirements (Special Provision) Section 8-04.3 is supplemented with the following: Section 8-04.3(1)A is supplemented with the following: ' At the Contractor's option extruded concrete curbs may be anchored to the pavement with an adhesive. The adhesive shall meet the requirements of Section 9-26.1 for Type II epoxy bonding agent. � � Section 8-04.3(2) is supplemented with the following: ' HMA Berm section shall be Type 1 hot mix asphalt extruded curb per WSDOT Standard Plan f-10.42-00 except the sides shall taper in a straight line from top to bottom and the top width shall be 5 inches. � � � ' Mountable Cement Concrete Traffic Curb shall be constructed per CFW Drawing No. 3-4. 8-04.4 Measurement (Special Provision) Section 8-04.4 is supplemented with the following: City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 ' Page 208 Measurement for curb cut opening will be per each unit installed. HMA Berm shall be measured per linear foot along the line and slope of the completed berm. Measurement for "Extruded Cement Concrete Curb, Type 6" will be per linear feet installed. � Mountable Cement Concrete Traffic Curb will be measured by the linear foot along the axis of the curb. 8-04.5 Payment (Specia/ Provision) Section 8-04.5 is supplemented with the following: "Curb Cut Opening", per each. "HMA Berm", per linear foot. "Extruded Cement Concrete Curb, Type 6", per Iinear foot. "Mountable Cement Concrete Traffic Curb", per linear foot. 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES 8-06.3 Construction Requirements (Special Provision) Section 8-06.3 is supplemented with the following: Section 1-07 of these Special Provisions descrPbes the restrictions to driveway closures and construction that will be in place for this contract. To meet these requirements, the Contractor may use a quick setting concrete. The Engineer shall approve the quick- setting mix prior to use. Driveway entrances shall be constructed as detailed in the Plans. 8-06.5 Payment (Specia/ Provision) Section 8-04.5 is supplemented with the following: "Cement Conc. Driveway Entrance 3-Day", per'square yard. City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 ' Page 209 ' � 8_07 PRECAST TRAFFIC CURB (Special Provision) ' � �J � � ' L_J � ' ' � � � � � 8-07.1 Description Section 8-07.1 is deleted and replaced with the following: This Work consists of furnishing and installing precast traffic curb, block traffic curb, sloped mountable curb, or dual faced sloped mountable curb of the design and type specified in the Plans in accordance with these Specifications and the Standard Plans in the locations indicated in the Plans or as staked by the Engineer. 8-07.2 Materials Section 8-07.2 is deleted and replaced with the following: Materials shall meet the requirements of the following sections: Paint 9-08.1 Precast Traffic Curb 9-18.1 Block Traffic Curb 9-18.3Water Repellent Compound 9-18.4Sodium Metasilicate 9-18.5Mortar 9-20.4 8-07.3 Construction Requirements Section 8-07.3 is supptemented with the following: Type C Traffic Curb Type C Traffic Curb shall be constructed per CFW Drawing No. 3-4 and shall be 2.5 foot length nosing sections 8-07.3(1) Installing Curbs Section 8-07.3(1) is deleted and replaced with the following: (Special Provision, December 12, 2012) The curb shall be firmly bedded for its entire length and breadth on a mortar bed conforming to Section 9-20.4(3) composed of one part Portland cement and two parts of concrete sand. The anchor grooves in the bottom of the curb shall be entirely filled with the mortar. Before the cement mortar bed is laid, all dirt shall be cleaned from the pavement surface by washing. All old pavements and any portion of new pavements constructed under this Contract, which are covered with oil or grease within the curb limits, shall be further cleaned as follows: 1. The pavement shall be flushed with water. 2. While the pavement is still wet, sodium metasilicate, complying with the requirements as specified elsewhere herein, shall be evenly distributed over the pavement surface at a rate of 1 to 2 pounds per 100 square feet of pavement surface. 3. The sodium metasilicate shall remain on the pavement for at least 15 minutes. Where patches of oil, tar, or grease occur, these areas shall be scrubbed with a brush or broom. 4. The pavement surface shall then be thoroughly rinsed. City of Federal Way Lakota Middle School Safe Routes to School Page 210 RFB 13-105 2013 AI� joints between adjacent pieces of curb except joints for expansion and/or drainage as designated by the Engineer shall be filled with mortar composed of one part Portland cement and two parts sand. The joints between adjacent units of block traffic curb will not require mortaring. The alignment and the top surface of adjoining sections of curb shall be true and even with a maximum tolerance of �16 inch. For both types of curb, nosing pieces, connecting dividers, and radial sections, as detailed in the Plans, will be required at the ends of the curb lines, at transitions from Type C traffic curb to Type A traffic curb, and at Type A traffic curb installation with radii less than 10 feet. For sloped mountable curb installed in curves, the units shall be either curved blocks precast to the radii shown in the Plans or tangent blocks sawn to the dimensions shown in the Standard Plans to conform to the specified radii. 8-07.4 Measurement Section 8-07.4 is deleted and replaced with the following: Type A precast traffic curb and Type A bfock traffic curb will be measured by the linear foot along the front face of the curb and return. Type C precast traffic curb and Type C block traffic curb will be measured by the linear foot along the axis of the curb. Type A nosing pieces and dividers will be measured as Type A curb, and Type C nosing pieces will be measured as Type C curb. Sloped mountable curb will be measured by the linear foot along the front face of the curb. Dual faced sloped mountable curb will be measured by the linear foot of tapered block and nosing block instatled. Only one face of dual faced curb will be measured. 8-07.5 Payment Section 8-07.5 is deleted and replaced with the following: Payment will be made in accordance with Section 1-04.1, for each of the following Bid items that are included in .the ProposaL• "Type C Precast Traffic Curb", per linear foot. 8-09 RAISED RAVEMENT MARKERS 8-09.3 Construction Requirements (Special Provision) Section 8-09.3 is supplemented with the following: Raised pavement markers shall be installed in accordance with CFW Drawings No. 3-17 and 3-18. Raised Pavement Markers shall not be ceramic. City of Federal Way Lakota Middle School Safe Routes to School Page 211 � � ' , � ' , � � �� , ' ' LJ � � � RFB 13-105 2013 � ' ' 8-12 CHAIN LINK FENCE AND WIRE FENCE 8-12.1 Description (Special Provision) Section 8-12.1 is supplemented with the following: ' Where shown and as detailed in the plans, the Contractor shall furnish and install vinyl coated chain link fence of the type specified. The coated fence shall meet all requirements of chain link fence, plus the addition of vinyl coat. , � � ' ' Where shown in the plans, the Contractor shall furnish temporary portable, chain link fence. This work does noi include Relocation of Wood Fence or Relocation of Chain Link Fence as shown in the Site Preparation Plans. That work is included in the bid item "Removal and Relocation of Existing Private Improvements" as specified in Special Provisions Section 2-02. 8-12.2 Materials (Special Provision) Section 8-12.2 is supplemented with the following: Timber and lumber Section 9-09 Vinyl coated chain link fence, including gates, posts, and other hardware, shall meet the ' specified requirements for chain link fence and gates with the following additional requirements: � � I�_ J LJ C� �J u � All fencing material, including gates, posts, and hardware, shall be coated with a bonded black vinyl material at least 2 mils in thickness. Any pretreated or coated material shall be applied in accordance with the manufacturer's written specifications detailing the product and method of fabrication. Samples of the coated fencing materials shall be approved by the Engineer prior to installation on the project. Temporary chain link fence shall be: a) 6-foot height, b) with 1-5/8" tubes, c) 11 gage wire size, d) top and bottom rails, e) concrete block bases, f) and clamp connections between the portable segments. 8-12.3 Construction Requirements (Special Provision) Section 8-12.3 is supplemented with the following: City of Federal Way , Lakota Middle School Safe Routes to School ' Page 212 RFB 13-105 2013 All elements of vinyl coated chain link fence shall be constructed as specified for chain link fence fabric, gates, posts, and rails. Install temporary chain link fence at locations and for the durations shown on the Plans or as directed by the Engineer. Contractor shall adjust the fence location only with prior approval of the Engineer as needed to accomplish planned work in an efficient manner. Any segments damaged during construction shall be repaired or replaced immediately. 8-12.4 Measurement (Special Provision) Section 8-12.4 is supplemented with the following: Vinyl coated chain link fence will be measured by the linear foot of completed fence along the ground line. Temporary Chain Link Fence will be measured by the linear foot of fence furnished to the site. 8-12.5 Payment (Special Provision) Section 8-12.5 is supplemented with the following: "Vinyl Coated Chain Link Fence Type 4", per linear foot. "Temporary Chain Link Fence", per linear foot Payment for "Temporary Chain Link Fence" shall include all material, labor, tools, and equipment needed to furnish and set, relocate as needed to accommodate access to work areas, repair and maintain as needed, and remove from site. 8-14 CEMENT CONCRETE SIDEWALK 8-14.1 Description (Special Provision) Section 8-14.1 is supplemented with the following: Pervious Cement Concrete Sidewalk This Work shall also consist of constructing pervious cement concrete sidewalk, in accordance with details shown in the Plans and these Special, Provisions. Completed pervious concrete sidewalk shall conform to the lines, grades, thicknesses and typical cross-sections shown in the Plans or established by the Engineer. Materials, production and placement of pervious cement concrete shall meet the specifications for Pervious Concrete Pavement, American Concrete Institute (ACI) Specification 522.1-08 and as modified in these Special Provisions. ' ' LJ ' u ' , ' �� ' � ' ' LJ , ' � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 , Page 213 ' � � J LJ � The Contractor shall submit information satisfactorily demonstrating to the Engineer the Contractor's successful completion of previous pervious concrete projects within the last five years of similar scope and size, including certification as a National Ready Mixed Concrete Association (NRMCA) Pervious Concrete Contractor, Certification Program "Pervious Concrete Installer". The submittal shall include project names and locations, the names and contact information for the owners, photographs of the completed work, a copy of the Pervious Concrete Installer certificate, and a detailed description of the methods and equipment implemented for the pervious concrete placement, and shall submitted to the Engineer on or before the Pre-Construction Conference, or at least 7-calendar days prior to performing the Work. 8-14.2 Materials (Special Provision) Section 8-14.2 is supplemented with the following: Pervious Cement Concrete � Cement: Portland Cement Type I or II conforming to ASTM C 150 or Portland Cement Type IP or IS conforming to ASTM C 595. , � `J L_J u ' ' � � 'J � ' � Aggregate: Use crushed gravel, stone meeting No. 8 course aggregate (3/8 to No. 16) per ASTM C 33 or No. 89 coarse aggregate (3/8 to No. 50) per ASTM D 448. If other gradation of aggregate is to be used, submit data on proposed material to the Engineer for approval. Air Entraining Agent: Comply with ASTM C 260 Water: Comply with ASTM C 94 Base Rock: See Special Provision Section 4-04 (Gravel Backfill for Drains). Concrete Mix Design The Contractor shall submit a proposed mix design for the pervious cement concrete, with proportions of materials, to the Engineer 7 days prior to commencement of work. ACI 522R-10 shall be used to determine mix design proportions. The data for the mix design shall include unit weights of materials determine in accordance with ASTM C 29 paragraph 11, jigging procedure. CADMAN DrainX porous concrete mix with 3/8-inch pea gravel aggregate or equivalent is acceptable for useshall be a permanent non- fading color from the list below. The pigment shall be incorporated in accordance 8-14.3 Construction Requirements (Special Provision) Section 8-14.3 is supplemented with the following: Pervious Cement Concrete Sidewa/k Placing and Finishing Concrete Mix Time: Truck mixers shall be operated at the speed designated as mixing speed by the manufacturer for 75 to 100 revolutions of the drum. City of Federal Way RFB 13-105 Lakota AAiddle School Safe Routes to School 2013 Page 214 Transportation: The portland cement aggregate mixture may be transporCed or mixed on site and should be used within one (1) hour of the introduction of mix water. This time can be increased to 90 minutes when utilizing a hydration stabilizer. Water may only be added by the concrete producer to obtain the required mix consistency. A minimum of 20 revolutions at the manufacturer's designated mixing speed shall be required following any addition of water to the mix. Curing: Curing procedures shall begin immediately after the final placement operations. The pavement surface shall be covered with a minimum of (6) mil thick polyethylene sheet of other approved covering material. Prior to covering, a fog shall be sprayed above the surface when required due to ambient conditions. The cover shall overlap all exposed edges and shall be secured to prevent dislocation due to wind or adjacent traffic conditions. Cure sidewalk for a minimum of 7 days, unless otherwise specified. Jointing: Control (contraction) joints shall be installed at 15-foot intervals minimum. They shall be installed at a depth of Ya the thickness of the sidewalk. These joints can be installed in the plastic concrete or saw cut. If saw cut, the procedure should begin as soon as the sidewalk has hardened sufficiently to prevent raveling and uncontrolled cracking (normally after curing). Transverse construction joints shall be installed whenever placing is suspended a sufficient length of time that concrete may begin to harden. In order to assure aggregate bond at construction joints, a bonding agent suitable for bonding fresh concrete to existing concrete shall be brushed, rolled or sprayed on the existing sidewalk surface edge. Isolation (expansion) joints will not be used except when sidewalk is abutting slabs or other adjoining structures. ' Placing and Finishing Equipment: Unless otherwise approved by the Engineer in writing, the Contractor shall provide mechanical equipment of either slip form or form riding with a fotlowing compactive unit that will provide a minimum of 10 psi vertical force. The pervious concrete sidewalk will be placed to the required cross section and shall not deviate more than +/- 3/8 inch in 10 feet from profile grade. If placing equipment does not provide the minimum specified vertical force, a full width roller or other full width compaction device that provides sufficient compactive effort shall be used immediately following the strike-off operation. After mechanical or other approved strike-off and compaction operation, no other finishing operation will be allowed. If vibration, internal or surface applied, is used, it shall be shut off immediately when forward progress is halted for any reason. The Contractor will be restricted to sidewalk placement widths of a maximum of fifteen (15') feet unless the ,Contractor can demonstrate competence to provide sidewalk placement widths greater than the maximum specified to the satisfaction of the Engineer. Test Panels: The selected contractor is to place, joint and cure one test panel, each to be a minimum of 50 square feet at the project site to demonstrate to Engineer's satisfaction that a satisfactory sidewalk can be installed at the location. If the test panel meets Engineer's approval for aesthetics and drainage rate, it can be left in-place and included in the completed work. If the requirements mentioned above are not met, the test panel shall be removed at the Contractor's expense and disposed of in an approved landfill. 8.14-3 Construction Requirements Section 8-14.3 is supplemented with the following: 8-14.3.OPT1.GR8 � , � ' ' l� L� � � , , , ' , ' ' �l City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 ' Page 215 � ' u ' CJ �J ' � � , , ' � CJ i � , � (April 4, 2011) The Contractor shall request a pre-meeting with the Engineer to be held 2 to 5 working days before any work can start on cement concrete sidewalks, curb ramps or other pedestrian access routes to discuss construction requirements. Those attending shall include: 1. The Prime Contractor and Subcontractor in charge of constructing forms, and placing, and finishing the cement concrete. 2. Project Engineer (or representative) and Project Inspectors for the cement concrete sidewalk, curb ramp or pedestrian access route Work. Items to be discussed in this meeting shall include, at a minimum, the following: 1. Slopes shown on the Plans. 2. Inspection 3. Traffic control 4. Pedestrian control, access routes and delineation 5. Accommodating utilities 6. Form work 7. Installation of detectable warning surfaces 8-14.4 Measurement (Special Provision) Section 8-14.4 is supplemented with the following: Measurement for "Pervious Cement Concrete Sidewalk" witl be by the square yard of finished surface. Replace the first paragraph in Section 8-14.4 with the following: Cement concrete sidewalks will be measured by the square yard of finished surface and will also include the area of curb ramps and detectable warning surfaces where installed within concrete curb ramps. Replace the last paragraph in Section 8-14.4 with the following: Detectable warning surfaces will be measured by the square foot of detectable warning surface material installed outside of curb ramps in asphalt areas. 8-14.5 Payment (Specia! Provision) Section 8-14.5 is supplemented with the following: City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 ' Page 216 "Pervious Cement Concrete Sidewalk", per square yard. 8-20, ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, ELECTRICAL 8-20.1 Description (Special Provision) Section 8-20.1 is replaced with the following: Work includes furnishing and installing all materials necessary to provide: i. A fully functional new tra�c signal system at the intersection of SW 312�" Street and 14th Ave SW and replace the existing signal system at SW 312�' Street and SR 509 including removal of the existing signal system. 2. New LED luminaires at both intersections, and on the east and west approaches to the intersection; and connection of the existing system on the north and south approach of the SW 312"' Street and SR 509 intersection. 3. Installation of new electrical services at both SW 312�h Street and 14th Ave SW and SR 509 intersections, including removal of the existing electrical service system. 4. Installation of new 12-pair copper wire interconnect on the south side of SW 312"' Street between the new signal at 14th Avenue SW and the re-built signal at SR 509 intersection. All work shall be performed as shown in the Plans in accordance with applicable Standard Specifications and Standard Plans included herein and the following Special Provisions. Work shall include the supply, testing, and installation of all traffic signal hardware including the communication cable and interface system, and when specified, the modification of such an existing system. The work involves, but shall not be limited to, the following: 1. Signal controllers and equipment 2. Signal cabinets and bases 3. Signal interconnect copper system 4. Signal poles 5. Signal and pedestrian heads 6. Emergency Pre-emption equipment 7. Video detection 8. Junction boxes 9. Loop detection 10. Conduit and wire li. Luminaires 12. Illumination poles and bases 13. Electrical service, enclosures, connections, and bases Work shall include the supply, testing and installation of all trafFic signal hardware including the communication cable and interface system, and when specified, the modification of such an existing system. , , � ' , ' ' � �. ' CJ , 1 u � ' � , City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 ' Page 217 ' � � , u � � [J ' ' � � ' ' � l_J � l_I The work shall also include removing the existing traffic signal system and portions of the existing illumination systems. The existing trafFic signal system shall be kept in full operation during construction until the new system is in place and ready for turn-on. This work will also include the installation of a complete, functional illumination system. 8-20.1(1) Regulations and Code (Special Provision) The first and second sentences of the first paragraph are deleted and replaced with the following: (Special Provision) All electrical equipment shall conform to the standards of the National Electrical Manufacturers Association (NEMA), FHWA IP-78-16, and the Radio Manufacturers Association. Tra�c signal control equipment shall conform to the Contract and these Standard Specifications: EIA Electronics Industries Alliance, Institute of Electrical and Electronics Engineers (IEEE), the American Society for Testing and Materials (ASTM), the American Association of State Highway and Transportation Officials (AASHTO), the American National Standards Institute (ANSI), the National Electrical Safety Code (NESC), the International Municipal Signal Association (IMSA), whichever is applicable, and to other codes listed herein. Section 8-20.1(1) is supplemented with the following: (Special Provision) Where applicable, materials shall conform to the latest requirements of the Washington State Department of Labor and Industries and Puget Sound Energy. 8-20.1(2) Industry Codes and Standards The following is added at the end of the first paragraph of this section: (Special Provision) National Electrical Safety Code (NESC), Secretary NESC, NESC Committee, IEEE Post Office Box 1331445 Hoes Lane, Piscataway, NJ 08855-1331. 8-20.2 Materials Section 8-20.2 is supplemented with the following: (Special Provision) Control density fill shall meet the requirements of Washington Aggregates and Concrete Association. Crushed surfacing top course and crushed surfacing base course shall meet the requirements of Section 9-03.9(3) of the Standard Specifications. City of Federal Way , Lakota Middle School Safe Routes to School Page 218 RFB 13-105 2013 Bedding material shall consist of 5/8-inch minus crushed rock free of any deleterious - substances (Section 9-03.1(5)A of the Standard Specifications). Requirements for signal equipment and materials are contained in Section 9-29 of the Standard Specifications and Section 9-29 of these Specifications. 8-20.2(1) Equipment List And Drawings Section 8-20.2 is supplemented with the following: The first paragraph is deleted and replaced with the following: (Special Provision) Within one (1) week following the pre-construction conference, the Contractor shall submit to the Engineer a completed "Request for,Approval of Materials" that describes the material proposed for use to fulfill the Plans and Specifications. Manufacturer's technical information shall be submitted for electrical and luminaire equipment, all wire, conduit, junction boxes, and all other items to be used on the project. Approvals by the Engineer must be received before material will be allowed on the job site. Materials not approved will not be permitted on the job site. Section 8-20.2(1) is supplemented with the following: (March 13, 1995, WSDOT GSP) Pole base to light source distances (H1) for lighting standards with pre-approved� plans shall be as noted in the Plans. Pole base to light source distances (H1) for lighting standards without pre-approved plans will be furnished by the Engineer as part of the final approved shop drawings, prior to fabrication. (March 13, 1995, WSDOT GSP) Pole base to light source distances (H1) for lighting standards with pre-approved plans will be determined or verified by the Engineer at the request of the Contractor prior to fabrication. Pole base to light source distances (H1) for lighting standards without pre-approved plans and for combination traffic signal and lighting standards will be furnished by the Engineer as part of the final approved shop drawings prior to fabrication. (March 13, 1995, WSDOT GSP) If traffic signal standards, strain pole standards, or combination traffic signal and lighting standards are required, final verified dimensions including pole base to signal mast arm connection point, pole base to light source distances (H1), mast arm length, offset distances to mast arm mounted appurtenances, and orientations of pole mounted appurtenances will be furnished by the Engineer as part of the final approved shop drawings prior to fabrication. 8-20.3 Construction Requirements (Special Provision) 8-20.3(1) General Section 8-20.3(1) is supplemented with the following: � ' � CJ ' i , , ' � � � ' � ' ' � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 219 � � � ' Signal System Changeover The Contractor shall provide a detailed work plan for the signal system changeover to be approved by the Engineer. They shall not deviate from the work plan without prior written approval from the Engineer. The work plan shall show the exact date of the signal system changeover. The changeover of the signal equipment shall commence after 8:30 AM and be completed by 3:00 PM on the same day. During changeover, traffic control shall be provided. The exact work plan and schedule for changeover shall be pre-approved by the Engineer. See Section 1-10 of these Special Provisions. � Delivery of Removed Items All salvaged signal materials shall become the property of the Contractor, except the existing controller cabinet and all its contents shall remain as property of the City. LJ Removed electrical equipment which remains the property of the Contracting Agency shall be delivered to: � King County Signal Shop Attn: Mark Parrett 155 Monroe Avenue NE � Renton, Washington 98056 Phone: 206-396-3763 LJ � L' � r � Forty eight (48) working hours advance notice shall be communicated to both the Engineer and the Signal Technician at the address listed above. Delivery shall occur during the hours of 8:00 a.m. to 2:00 p.m. Monday through Friday. Material will not be accepted without the required advance notice. Equipment damaged during removal or delivery shall be repaired or replaced to the Engineer's satisfaction at no cost to the Contracting Agency. The Contractor shall be responsible for unloading the equipment where directed by the Engineer at the delivery site. Contractor Owned Removals All removals associated with an electrical system, which are not designated to remain the property of the Contracting Agency, shall become the property of the Contractor and shall be removed from the project. � The Contractor shalL 1. Remove all wires for discontinued circuits from the conduit system or as directed by the Engineer. 2. Remove elbow sections of abandoned conduit entering junction boxes or as � directed by the Engineer. 3. Abandoned conduit encountered during excavation shall be removed to the nearest outlets or as directed by the Engineer. 1 4. Remove foundations entirely, unless the Plans state otherwise. 5. Backfill voids created by removal of foundations and junction boxes. Backfilling and compaction shall be performed in accordance with Section 2-19 09.3(1)E. � � Signal Display Installation City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 , Page 220 Signal displays shall be installed no more than 30 days prior to scheduled signal turn on or changeover. Signal displays and reflectorized backplates when installed prior to signal turn-on or changeover shall be covered and not visible to vehicular traffic at any time. (May 15, 2000 NWR GSP) Energized Equipment Work shall be coordinatsd so that electrical equipment, with the exception of the service cabinet, is energized within 72 hours of installation. (June 20, 1995 NWR GSP) Pole Removal � Poles designated for removal shall not be removed prior to approval of the Engineer. (October 31, 2005 NWR GSP) Construction Core Installation The Contractor shall coordinate installation of construction cores with Contracting Agency maintenance staff through the Engineer. The Contractor shall provide written notice to the Engineer, a minimum of seven working days in advance of proposed installation. The Contractor shall advise the Engineer in writing when construction cores are ready to be removed. (May 15, 2000 NWR GSP) Electrical Equipment Removals Removals associated with the electrical system shall not be stockpiled within the job site without the Engineer's approval. 8-20.3(2) Excavating and Backfilling Section 8-20.3(2) is supplemented with the following: The Contractor shall supply all trenching necessary for the complete and proper installation of the conduit, wiring, and illumination system. Trenching shall conform to the following: In paved areas, edges of the trench shall be sawcut the full depth of the pavement and sawcuts shall be parallel. All trenches for placement of conduit shall be straight and as narrow in width as practical to provide a minimum of pavement disturbance. The existing pavement shall be removed in an approved manner. The trench bottom shall be graded to provide a uniform grade. 2. Trenches located under existing traveled ways shall provide a minimum of 24 inches cover over conduits and shall be backfilled with 21 inches of controlled density fill, vibrated in place, followed by either 3 inches minimum of HMA CI 1/2" PG 58 -22 , or a surface matching the existing pavement section, whichever is greatest. The asphalt concrete surface cuts shall be given a tack coat of asphalt emulsion (CSS-1) or approved equal immediately before resurfacing, applied to the entire edge and full depth of the pavement cut. Immediately after compacting the new asphalt surface to conform to the adjacent paved surface, all joints between new and original pavement shall be filled with joint sealant meeting the requirements of Section 9-04.2. 3. Trenches for Schedule 40 PVC conduits to be located under existing sidewalks and driveways shall be installed to conform with the City of Federal Way Luminaire Electrical Trench Detail. Such trenches shall be backfilled with bedding material two inches (2") above and below the conduit, with the remaining depth of � � � � L�' � , , ' � ' , � � ' � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 ' Page 221 ! � � � trench backfilled with native material. If the Engineer determines that the native material is unsuitable, Gravel Borrow- shall be used. Sidewalks and driveways shall be removed and replaced as specified. 4. Trenches for Schedule 40 PVC conduits to be located within the right-of-way and outside tl�e traveled way shall have a minimum of twenty-four inches (24'� cover over conduits. Such trenches shall be backfilled with bedding material two inches (2") above and below the conduit, with the remaining depth of trench backfilled with bank run gravel unless the Engineer determines that spoils from the trench excavation are suitable for backfilL 5. When trenches are not to be placed under sidewalks or driveways, the backfill . � shall match the elevation of the surrounding ground, including a matching depth of top soil, mulch and/or sod if necessary to restore the trench area to its prior condition. � , � ' , � i � � � 6. Contractor shall use joint trench where possible. Backfill shall be carefully placed so that the backfilling operation will not disturb the conduit in any way. The backfill shall be thoroughly mechanically tamped in eight-inch (8") layers with each layer compacted to ninety-five percent (95%) of maximum density in traveled ways, and ninety percent (90%) of maximum density elsewhere at optimum soil moisture content. Bank run gravel for backfill shall conform to Section 2.01 of the Standard Specifications. Bedding material shall conform to Section 2.01 of the Standard Specifications. All trenches shall be properly signed and/or barricaded to prevent injury to the public. All traffic control devices to be installed or maintained in accordance with Part VI of the Manual on Uniform Traffic Control Devices for Streets and Highways, latest edition, and as specified elsewhere in these Specifications. All conduits installed by boring shall use 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 which measures the depth, lateral position, and roll shall be used to guide the toolhead when creating the pilot hole. Once the pilot hold 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 which is being pulled into the tunnel shall be protected and supported so that it moves freely and is not damaged during installation. Excess drilling fluid and spoils shall be disposed of off-site at a legal disposal site obtained and paid for by the Contractor. Drilling fluid returns (caused by fracturing of formation) at locations o�her than the entry and exit points shall be minimized. Any drilling fluid that surfaces through fracturing shall be cleaned up immediately. Mobile spoils removal equipment capable of quickly removing spoils from entry or exit pits and areas with returns caused by fracturing shall be used as necessary during drilling operations. ' 8-20.3(4) Foundations Section 8-20.3(4) is supplemented with the following: � The foundation for the UPS, controller and service cabinets shall conform to the detail on the Plans. Conduits sh�ll be centered horizontally except service conduit, which shall be placed at the side of the power panel. r City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 222 / Foundations fbr the Type I traffic signal poles shall conform to Standard Plan J-21.10-01. Foundations for the Type II and Type III traffic signal poles shall conform to details on the Signal Standard Sheet in the Plans. Foundations for the streetlight pbles shall conform to City of Federal Way Drawing Numb�r 3-39 unless otherwise noted on the Illumination Pole Schedule. Pole foundations within the sidewalk area shall be constructed in a single pour to the bottom of the cement concrete sidewalk. The sidewalk shall be constructed in a separate pour. Pole foundations not within the sidewalk area shall incorporate a 3-foot by 3-foot by 4-inch-thick cement concrete pad set flush with the adjacent ground. Where the pad abuts a sidewalk, the pad shall extend to the sidewalk and the top of the pad shall be flush with the sidewalk. A construction joint shall be provided between the two units. 8-20.3(4)A Controller Foundations (NEW SECTION) The controller foundation shall conform to the City of Federal Way's Drawing No. 3-45B and 3-45C included in the Appendix of these Specifications, except as modified in the Plans. Additionally, the pad mount shall conform to the following: 1. The concrete pedestal height shall be 20 inches. 2. The spare two-inch conduit shall run to the nearest junction box, unless placement of such would exceed the junction box capacity in which case the spare two-inch conduit shall run to the next nearest junction box. 3. Conduits shall be centered horizontally except service conduit which shall be placed at the side of the power panel. 4. Pedestal shall be tapered from top to bottom at 1:10 on all four sides. 5. Unit shall be mounted on a cement concrete pad per Plan Details. 6. Conduits shall be placed in the front 1/3 of the foundation. Foundations constructed with conduits located within the three (3) inch cabinet mounting flange shall be removed and reconstructed. Modification of the three (3) inch cabinet mounting flange will not be accepted. The service cabinet foundation shall also be constructed on the larger cement concrete pad noted on the Plans and shall conform to the City of Federal Way's Drawing No. 3-45 included in the Appendix of these Specifications. 8-20.3(5) Conduit Section 8-20.3(5) is supplemented with the following: All conduits for signal cable, illumination circuits, and interconnect systems under roadways and driveways shall be rigid galvanized steel or Schedule 80 polyvinyl chloride (PVC). Schedule 40 PVC may be used when not under the roadway or driveways. All conduits shall have a minimum buried depth of twenty-four inches (24"). PVC conduct ends shall have bell end PVC bushings. � � � � � ' , � � ' � � � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 223 � 1 � � � , i LJ LJ � LJ All conduits for signal cable raceways under roadways or driveways shall be rigid galvanized steel or Schedule 80 potyvinyl chloride (PVC). Rigid steel or Schedule 80 PVC conduit shall be used for all road crossings whether they are signal, detector or illumination cable. Schedule 40 PVC conduits may be used for detector lead-ins or illumination. Whenever PVC conduit is used a ground wire shall be provided. All conduit trenches shall be straight and as narrow in width as is practical to provide a minimum of pavement disturbance. When conduit risers are installed, they shall be attached to the pole every 4 feet and shall be equipped with weather heads. Conduit for the service wires between the Puget Sound Energy pole and the service panel and all above ground conduit sh�ll be hot-dip galvanized rigid steel. All conduits shall be clearly labeled at each junction box, handhole, vault or other utility appurtenance. Labeling shall be permanent and shall consist of the owner/type name and a unique conduit number or color. The owner name shall be approved by the Engineer prior to starting work. The recommended owner/type abbreviations are: PSE — Puget Sound Energy CenturyLink COMCAST(AT&T)/C — Cable COIVICAST(AT&T)/F — Fiber SIC — City Signal Interconnect City Spare — City spares Cobra — COBRA luminaire system The traffic signal interconnect along the south side of SW 312t" Street between 14th Ave �' SW and SR509 shall be placed, where ever feasible, in the joint utility trench being constructed under this contract. This work shall be coordinated with the other utilities to ensure a 4" conduit is provided solely for the traffic signal interconnect , � � � (August 10, 2009 NWR GSP) � - Conduit Seal, Detectable Tape and Location Wire Upon installation of wiring, all conduits entering pad mounted cabinets, all conduit entering ITS hubs, and all ITS conduit 2 inches in diameter or larger shall be sealed with an approved mechanical plug at both ends of the conduit run. Installation of inechanical plugs shall conform to the manufacturer's recommendations. Upon installation of wiring at other locations, conduit shall be sealed with duct seal. Upon installation of the pull string, spare conduit shall be plugged. A pull string rated for 200 Ibs. or greater shall be installed in all spare conduits. Detectable underground warning tape shall be placed 12-inches above all innerduct installed in trenches. Location 14 AWG stranded orange USE insulated wire shall be placed in conjunction with all innerduct installed in trenches. The location wire shall be placed directly above the conduit containing innerduct in single conduit installations or between the conduits containing innerduct in multiple conduit installations. � Location wire routed into pull boxes or cable vaults shall be attached to the "C" channel or the cover hinge bracket with stainless steel bolts and straps. A 1-foot loop of locate wire shall be provided above the channel as shown in the Plans. � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 224 (October 16, 2006 NWR GSP) Boring In addition to the requirements for boring with casing, the Contractor shall submit to the Engineer for �pproval a pit plan and a proposed method of boring that includes, but is not limited to,, the following: a. A pit plan depicting: 1. Protection of traffic 1 and pedestrians. 2. The dimension of the pit. 3. Shoring, bracing, struts, walers, or sheet pile 4. Type of casing b. The proposed method of boring, including: 1. The boring system 2. The support system 3. The support system under and at the bottom of the pit. The shoring and boring pit plan shall be prepared by and bear the seal and signature of a Washington State licensed Professional Civil Engineer. Installed casing pipe shall be free from grease, dirt, rust, moisture and any other deleterious contaminants. Commercial concrete meeting the requirements of Section 6-02.3(2)B may be used to seal the casing. 8-20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes Section 8-20.3(6) is supplemented with the following: Unless otherwise noted in the Plans or approved by the Engineer, junction boxes, cable vaults and pull boxes shall not be placed within the traveled way or Shoulders. All junction boxes, cable vaults, and pull boxes placed within the traveled way or paved shoulders shall be heavy-duty. Junction boxes shall not be located within the traveled way, wheelchair ramps, or driveways, or interfere with any other previous or relocated installation. The lid of the junction box shall be flush with the surrounding area and be adequately supported by abutting pavements or soils. Junction boxes, cable vaults and pull boxes which are placed within the sidewalk shall have slip resistant lids which meet the requirem�nts of Americans with Disabilities Act (ADA) and Public Right-of-Way Accessibility Guideline (PROWAG). Approved products are: 1.) Mebacl (their most aggressive surface) manufactured by IKG Industries 2.) SIipNOT Grade 3-coarse manufactured by W.S. Molnar Company. Approved slip resistant surfaces shall have coefficient of friction of no less than 0.6 and have a proven track record of outdoor application which lasts for at least 10 years. I L_ � �� L_J � � � � r1 �J � � ' , � r , � � � L� , City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 225 � � � Wiring shall not be pulled into any conduit until all associated junction boxes have been adjusted to, or installed in, their final grade and location, unless installation is necessary to maintain system operation. If wire is installed for this reason, sufficient slack shall be left to allow for future adjustment. Adjustments involving raising or lowering the junction boxes shall require conduit modification if the resultant clearance between top of conduit and the junction box lid becomes less than 6 inches or more than 10 inches. Wiring shall be replaced for full length if sufficient slack as specified in Section 8-20.3(8) is not maintained. No splicing will be permitted. Junction boxes Type 1 and 2 shall meet the requirements of WSDOT Standard Plan � J-40.10-01. Type 8 junction boxes shall meet the requirements of WSDOT Standard Plan J-40.30-01. Junction boxes shall be inscribed based upon system per WSDOT Standard Plan J-40.30.01. Junction box lids and frames shall be grounded per Section 8-20.3(9). � � � � L� �_� C� r � Junction boxes shall be located at the station and offset indicated on the Plans except that field adjustments may be made at the time of construction by the Engineer to better fit existing field conditions. Junction boxes for copper signal interconnect shall be placed at a maximum interval of 300 feet and shall be inscribed with "TS" as described on WSDOT Standard Plan J- 40.30-01. Heavy-duty Type 4, 5 and 6 junction boxes, cable vaults and pull boxes shall be installed in accordance with the following: 1. Excavation and backfill shall be in accordance with Section 2-09. Excavation for junction boxes, cable vaults and pull boxes shall be sufficient to leave one foot in the clear between their outer surface and the earth bank. 2. Junction boxes, cable vaults and pull boxes shall be installed on a level 6-inch layer of crushed surfacing top course, in accordance with 9-03.9(3), placed on a compacted or undisturbed foundation. The crushed surfacing shall be compacted in accordance with Section 2-09.3(1)E. 3. After installation, the lid/cover shall be kept bolted down during periods when work is not actively in progress at the junction box, cable vault or pull box. 4. Before closing the lid/cover, the lid/cover and the frame/ring shall be thoroughly brushed and cleaned of all debris. There shall be absolutely no visible dirt, sand or other foreign matter between the bearing surfaces. 5. When the lid/cover is closed for the final time, a liberal coating of anti37 seize � compound shall be applied to the bolts and nuts and the lid shall be securely tightened. 6. Hinges on the Type 4, 5 and 6 junction boxes shall be located on the side of the � box, which is nearest to adjacent shoulder. Hinges shall atlow the lid to open 180 degrees. � � City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School 2013 Page 226 8-20.3(8) Wiring Section 8-20.3(8) is supplemented with the following: The following is inserted between the 3rd and 4th paragraph of this section: Loop wires will be spliced to lead in wires at the junction box with an approved mastik tape, 3-M 06147 or equal, or heatshrink splice a minimum length of 5 inches, leaving 3 feet of loose wire. Connectors will be copper and sized for the wire. Mastik splice material will be centered on the wire and folded up around both sides and joined at the top. Splice will then be worked from the center outward to the ends. The ends will be visible and fully sealed around the wire. The end of the lead-in cables shall have the sheathing removed 8 inches and shall be dressed external to the splice. The 9th paragraph of this section is deleted and replaced with the following: Fused quick disconnect kits shall be of the SEC type or equivalent. Underground illumination splices shall be epoxy or underground service buss/lighting connector kits. Installation shall conform to details in the Standard Plans. The following paragraphs are added: Traffic signal wiring shall be coordinated with the Engineer and City Technician. At the southeast corner of the SW 312`h Street and SR 509 intersection, the Contractor shall reroute the existing wires for the existing advance loops on the northbound approach from the existing junction box to the new signal controller, as detailed on the Plans. No splicing is allowed. At the northwest corner of the SW 312th Street and SR 509 intersection, the Contractor shall remove the existing wires for the existing advance loops and install new wires from the new junction box to the existing junction box located near the existing advance loops, as detailed on the Plans. No splicing is allowed. � � � � LJ L� � � � � � �I I', u � ' City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 227 � The 14th paragraph, items 1-4, of this section are deleted and replaced with the following: � � I � � � � � � � � � � Field Wiring Chart (IMSA Standards) 501 502 503 504 505 506 507 +Input AC- AC+Lights AC+Lights AC+Lights AC+Control AC+Crosswalk 508 509 510 511 512-520 551-562 593-598 AC+Detectors AC+12 Volts Remote-Flash Remote-All Red Special Interconnect Rail Road Preemption Phases 1 2 3 4 5 6 7 8 A B Emergency Orange (B+) 581 584 587 590 ..............._.....................................................................................................................................................................................................---......_................................................................._...._........................................ Vehicle Yellow (Call) 582 585 588 591 . _ ...........:...................................................................................................................................................................................................... .............................................................................................................................. Preemption Blue (BB) 583 586 589 592 .........................................................................................................................�--....................................................................................................................................................................................................................... Vehicle Red 611 621 631 641 651 661 671 681 691 601 ..........................._...._.................................................................................................................._............................................................................................................................................ Heads Orange 612 622 632 642 652 662 672 682 692 602 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Green : .61.3 623 633 643 653 663 673 683 693 603 .... ... .............................................�---......................................... ............................................................................................. Black 614 624 634 644 654 664 674 684 694 604 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . White (Common) 616 626 636 646 656 666 676 686 696 606 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pedestrian Red (Hand) 711 721 731 741 751 761 771 781 791 701 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Heads and Green (Man) . 71.2 722 732 742 752 762 772 782 792 702 .. .................................................................................................................................................................................................................. PPB White (Common 716 726 736 746 756 766 776 786 796 706 for Lights) , Orange 714 724 734 744 754 764 774 784 794 704 (Push button) Black (Common 715 725 735 745 755 764 775 785 795 705 for Push button) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Vehicle Loop1 811 821 831 841 851 861 871 881 891 801 . . . . . . . . . . . . . . . _ p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Detectors Loo 1 812 822 832 842 852 862 872 882 892 802 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Loop 2 813 823 833 843 853 863 873 883 893 803 Loop 2 814 824 834 844 854 864 874 884 894 804 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Loop 3 815 825 835 845 855 865 875 885 895 805 Loop 3 816 826 836 846 856 866 876 886 896 806 .......................................................................��-----..................................................................................................................................................................................................................... Loop 4 817 827 837 847 857 867 877 887 897 807 Loop 4 818 828 838 848 858 868 878 888 898 808 . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Vehicle Loop1 911 921 931 941 951 961 971 981 991 901 ......................................................................................._..........................................................................................................................................--�--........................................................... Detectors/ Count Loop..1 .............................................912 922 932 942 952 962 972 982 992 902 .................. ............................................:....................................................._....................................................................................................................... Loops Loop 2 913 923 933 943 953 963 973 983 993 903 Loop 2 914 924 934 944 954 964 974 984 994 904 City of Federal Way � Lakota Middle School Safe Routes to School Page 228 RFB 13-105 2013 Loop 3 915 925 935 945 955 965 975 985 995 905 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Loop 3 916 926 936 946 956 966 976 986 996 906 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Loop 4 917 927 937 947 957 967 977 987 997 907 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Loop 4 918 928 938 948 958 968 978 988 998 908 City of Federal Way Lakota Middle School Safe Routes to School Page 229 RFB 13-105 2013 �. Section 8-20.3(8) is supplemented with the following: � All signal cable shall be consistent with Section 9-29.3 of the Standard Specifications. The end of every conductor at each wire termination, splice, connector or device, shall have a PVC wire marking sleeve bearing as its legend the circuit number indicated in the � wiring schematic drawing. Where terminal strips are used as a connecting device between conductors, the terminal strips shall also bear the circuit number. � � � �� Cable entering cabinets shall be neatly bundled and wrapped. Each wire shall bear the circuit number and be thoroughly tested before being connected to the appropriate terminaL Circuit conductors shall be standard copper wire in all conduit runs with size specified on the Plans. Conductors from luminaire bases to the luminaire fixture shall be minimum No. 14 AWG pole and bracket cable. (NWR April 14, 2003) Wire Labels At each junction box, all illumination wires, power supply wires, and communication cable shall be labeled with a PVC marking sleeve. For illumination and power supply circuits the sleeve shall bear the circuit number. For communication cable the sleeve shall be marked'"Comm.". (NWR March 13, 1995) Wire Splices All splices shalf be made in the presence of the Engineer. (NWR May 1, 2006) � Illumination Circuit Splices Temporary splices shall be the heat shrink type. � 8-20.3(8)A COPPER INTERCONNECT CABLE INSTALLATION (NEW SECTION) � Copper interconnect cable shall be 12 pair No. 19 AWG communications cable meeting IMSA Specification No. 40-20-1984. A 12 position terminal block shall be mounted on a panel on the rack on the interior side of the controller cabinet. Intercannect cables shall not be spliced or terminated except inside the traffic signal controller cabinet at terminal panel locations. � Termination of copper interconnect cable shall be performed by a King County Signal technician. The contractor shall notify King County when cable is ready for terminations with a minimum of two working day's notice. � � l� � 8-20.3(8)C Video, Voice, and Data Distribution and Transmission Systems (NEW SECTION) All wiring, cable, and cords associated with this equipment shall be neatly dressed and secured to the rack frames or cable trays by nylon ties. City of Federal Way RFB 13-105 � Lakota Middle School Safe Routes to School 2013 Page 230 Documentation Documentation for each system element shall consist of the manufacturer's name and model number, serial number when available, materials and operating specifications, wiring schematic and parts list, owners manuals, factory service manuals, and procedures for factory testing and system acceptance testing specified elsewhere herein. The Contractor shall submit three (3) copies of the documentation specified above prior to installation of the cable or components described in the submittal. In addition, the Contractor shall submit three (3) copies of an overall system wiring schematic and termination chart for the installed elements (operation and maintenance manuals). All documentation for each individual element shall be neatly bound in a way for the information is secured together and is totally legible without removing the information from the binding. This documentation shall be in addition to any other data, shop drawings, etc. required to be submitted as specified in these Special Provisions. 8-20.3(9) Bonding and Grounding Section 8-20.3(9) is supplemented with the following: At points where shields of shielded conductors are grounded, the shields shall be neatly wired and terminated on suitable grounding lugs. Junction box lids and frames shall be grounded in accordance with Department of Labor and Industries standards, and shall be grounded so that the ground will not break when the lid is removed and laid on the ground next to the junction box. All conduits which are not galvanized steel shall have bonding wires between junction boxes. � Ground rods shall be copper clad steel, 3/4-inch in diameter by 10-feet long, connections shall be made with termite welds. At points where wiring shields of shielded conductors are grounded, the shields shall be neatly wired and terminated on suitable grounding lugs. (August 21, 2006 NWR GSP) Junction Box Grounding Where shown in the Plans or where designated by the Engineer, the metal frame and lid of existing junction boxes shall be grounded to the existing equipment grounding system. The existing equipment grounding system shall be derived from the service serving the raceway system of which the existing junction box is a part. 8-20.3(10) Services, Transformer, Intelligent Transportation System Cabinet Section 8-20.3(10) is supplemented with the following: Power source shown in the Plans is approximate only; exact location will be determined in the field. The Contractor shall apply for an electric�l service connection with Puget Sound Energy and make arrangements for a new electrical service connection and disconnection of existing. The Engineer will approve Electrical Service Installations. The Contractor shall request the City of Federal Way Building Division to perform required inspections for service approval. Electrical service is detailed in the Plans. The Contractor shall notify the City of Federal Way inspector when the service is ready for connection. A two-circuit electrical service shall be used at 240/120 volts, 60 Hz AC. The underground electrical service shall be brought to the load center in minimum 2-inch conduit. Wire sizes Cityof Federal Way RFB a3-105 Lakota Middle School Safe Routes to School 2013 � Page 231 � � � � � I __I � � lJ � � � � � �� � � and conduit terminations between the load center and the connection Iocation shall meet the requirements of Puget Sound Energy. The service shall be split in the load center into a 120-volt circuit for the signals and 240 volt for the illumination. When the service is to be provided from an overhead source, the Contractor shall provide eonduit from the electrical service to ten feet up the power pole from which service is provided. Stand-off brackets 14 inches long shall be installed on the pole every ten feet. In addition, the Contractor shall provide service conductors from the electrical service to the top of the conduit on the power pole with 40 feet of service wire coiled at top and �provide the local electrical utility with 30 feet of 2-inch conduit to make the connection. Electrical ' service cabinet will be painted inside with white polyurethane or polyester urethane power coat in accordance with Section 6-07. Outside will be bare aluminum finish. The twist lock photocell shall be mounted on top of the luminaire closest to the electrical service. All circuit breakers shall be clearly marked or labeled 8-20.3(11) Testing Section 8-20.3(11) is supplemented with the following: The signal including UPS equipment shall be put into operation by King County personnel. The Contractor shall be present during the turn=on with adequate equipment to repair any deficiencies in operation. The Contractor shall notify King County five working days in advance of any signal turn-on. Turn-on shall not be allowed on Fridays, weekends, holidays, or the day preceding a holiday. Before final acceptance, a field test of the installation shall be performed for contirruity and ground of each circuit; insulation resistance (megger test between each circuit and ground); and function, to ensure operation as specified or intended. Any faults in the system shall be corrected and re-tested. Costs for performing these tests and correcting the faults shall be paid by the Contractor. (NWR April 14, 2003) At each junction box, all illumination wires, power supply wires, and communication cable shall be labeled with a PVC marking sleeve. For illumination and power supply circuits the sleeve shall bear the circuit number. For communication cable the sleeve shall be marked "Comm.". 8-20.3(13) Illumination Systems Section 8-20.3(13) is supplemented with the following: As shown on the Plans, the Contractor shall replace portions of the existing illumination systems. The Contractor shall also reconnect the existing illumination system on the north and south approaches of the SW 312th Street and SR 509 intersection. The existing pole on the east approach are owned by the City and shall be removed by the Contractor as shown on the Plans. The existing illumination systems shall remain operational until the new systems are functioning. The Engineer may approve partial interruptions required because of staging. 8-20.3(13)A Light Standards Section 8-20.3(13)A is supplemented with the following: The 8th paragraph of this section is deleted and replaced with the following: City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 Page 232 � All new and relocated metal light standards shall be numbered per City of Federal Way Development Standard Drawing number 3-39B. 8-20.3(14) Signal Systems Section 8-20.3(14) is supplemented with the following: (August 10, 2009 NWR GSP) Temporary Video Detection System Temporary video detection systems shall be completely installed and made operational prior to any associated induction loop being disabled. 8-20.3(14)A Signal Controllers Section 8-20.3(14)A is supplemented with the fallowing: The new signal controller and cabinet shall conform to all of the sections and requirements within and under the Sections and Sub Sections of 9-29.13 Traffic Signal Controllers within the Standard Specifications and these Special Provisions. Signal controller and cabinet shall be tested by King County at their shop located at 155 Monroe Avenue NE in Renton, Washington. The contractor shall deliver the controller and cabinet to the shop and shall pick up the units at the end of the test period, deliver to the job site, and instalL 8-20.3(14)B Signal Heads Section 8-20.3(14)B is supplemented with the following: The first paragraph is deleted and replaced with the following: Signal heads shall not be installed at any intersection until all other signal equipment is installed and the controller is in place, inspected, and ready for operation at that intersection, unless ordered by the Engineer. If the Engineer orders advance installation, the signal heads shall be covered to clearly indicate the signal is not in operation. The signal head covering material shall be of sufficient size to entirely cover the display. The covering shall extend over all edges of the signal housing and shall be securely fastened at the back. Signal heads sha11 be installed with back plates. A two (2) inch wide strip of Type IX ye1low retro reflective sheeting shall be applied to the outside border of the back plates in accordance with the manufacturer's recommendations. The application surface of the back plate shall be cleaned, degreased The following is added at the end of this section: Alignment of vehicular and pedestrian signal heads shall be approved by the Engineer prior to system turn-on. All new vehicular and pedestrian signal heads shall be covered (sacked) completely with a 6 mil black polyethylene sheeting until p�aced into initial operation. The fitted covers shall use adjustable straps. The fitted covers shall have a one-inch hole for each signal display to flash out indications. The type of mounting hardware specified for the mast arm mounted vehicle signals may require modification at the time of installation to accommodate as built conditions. After the pole assembly has been installed and leveled, the Contractor shall measure the distance between each mounting point on the arm and the roadway. A type of mounting bracket �i � � � � � �. � , � � � � � � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 233 � � � � �� � � � � lJ � LJ � 'I �. different from that specified on the Plans shall be provided and installed by the Contractor if necessary to achieve the tollowing criteria: 1. Red indications shall be in as straight a line as possible. 2. The bottom of the housing shall be between 16.5 feet and 19.0 feet above the pavement (April 3, 1993 NWR GSP) Optically Programmed Signal Head: The visibility zone of the optically programmed signal heads shall be set as directed by the Engineer. 8-20.3(14)C Induction Loop Vehicle Detectors In Section 8-20.3(14)C, Items 2 and the last two sentences of Item 4 are deleted. Item no. 5 of this section is deleted and replaced with the following: 5.) Each loop shall have 3 turns of loop wire. Item na 11 of this section is deleted and replaced with the following: 11.) The detector loop sealant shall be a flexible traffic loop wire encapsulement. Encapsulement shall be designated to enable vehicular traffic to pass over the properly filled sawcut within five minutes after installation without cracking of material. The encapsulement shall form a surface skin allowing exposure to vehicular traffic within 30 minutes at 75 degrees F. and completely cure to a tough rubber-like consistency within two to seven days after installation. Properly installed and cured encapsulement shall exhibit resistance to defects of weather, vehicle abrasion, motor qil, gasoline, antifreeze solutions, brake fluid, deicing chemicals and salt normally encountered in such a manner that the performance of the vehicle detector loop wire is not adversely affected. Section 8-20.3(14)C is supplemented with the following: One-quarter-inch (1/4") saw cuts shall be cleared of debris with compressed air before installing three turns of loop wire. All detector loops shall be 6-foot-diameter circle with diagonal mini-cut corners (no 90 degree corners) of not more than 1-inch on the diagonal. From the loops to the junction box, the loop wires shall be twisted two turns per foot and labeled at the junction box in accordance with the loop schematics included in these Plans. A 3/8-inch saw cut will be required for the twisted pair. No saw cut wilf be within 3 feet of any manhole or utility risers located in the street. Loops and lead-ins will not be installed in broken or fractured pavement. Where such pavement exists it will be replaced in kind with minimum 12-foot sections. Loops will also not be sawed across transverse joints in the road. Loops to be placed in concrete will be located in #ull panels, a minimum 18 inches from any expansion joint. , Existing Traffic Loops The Contractor shall notify the City of Federal Way Traffic Engineer a minimum of five working days in advance of pavement removal in the loop areas. The Contractor shall install and maintain interim video detection until the permanent systems are in place. The interim video detection shall be operational simultaneously with decommission of the existing pavement loops. City of Federal Way RFB 13-105 I Lakota Middle School Safe Routes to School 2013 � Page 234 If the Engineer sus.pects that damage to any loop, not identified in the Plans as being replaced, may have resulted from Contractor's operations, the Engineer may order the Contractor to perform the field tests specified in Section 8 20.3(14)D. The test results shall be recorded and submitted to the Engineer. Loops that fail any of these tests shall be replaced. Loops that fail the tests, as described above, and are replaced shall be installed in accordance with current City of Federal Way design standards and Standard Plans, as determined by the Engineer. If traffic signal loops that fail the tests, as described above, are not replaced and operational within 48 hours, the Contractor shall install and maintain interim video detection until the replacement loops are operational. The type of interim video detection furnished shall be approved by the Engineer prior to installation. 8-20.3(14)D Test for Induction Loops and Lead-in Cable Section 8-20.3(14)D is supplemented with the following: An inductance level below 75 microhenries is considered a failure for a rot�nd loop. Test A- The resistance shall not exceed values calculated using the given formula. Resistance per 1000 ft of 14 AWG, R= 3.26 ohms / 1000 ft \ R= 3.26 x distance of lead-in cable (ft) 1000 ft Test B and Test C in this section are deleted and replaced with the following: Meggar readings of the detection wire to ground shall read 200 megohms at the amplifier connection. The 200 megohms or more shall be maintained after the splices are tested by submerging them in detergent water for at least 24 hours. The tests will be conducted with County personnel at the request of the Contractor. All costs incurred to meet this minimum standard will be the responsibility of the Contractor. (October 5, 2009, NWR GSP) Existing Lead-in Cable Test When new Induction loops are scheduled to be installed and spliced to an existing two- conductor shielded detector lead-in cable, the Contractor shall perform the following: 1. Disconnect the existing 'detector lead-in cable in the controller cabinet and at the loop splice. 2. Megger test both detector lead-in cable conductors. A resistance reading of than 100-megohms is considered a failure. 3. Detector lead-in cables that fail the test shall be replaced and then retested. 4. After final testing of the detector lead-in cable, the loop installation shall completed and the loop system tested according to Tests A, C and D. 5. Connect the detector lead-in cables in the controller cabinet. less �Ta (October 5, 2009, NWR GSP) Existing Loop Test � When two-conductor shielded detector lead-in cable is scheduled to be installed and spliced to an existing loop, the Contractor shall perform the following: � � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 235 � � � � 1. Disconnect the existing loop from the detector lead-in splice. 2. Megger test the existing loop wire. A resistance reading of less than 100-megohms is considered a failure. 3. Loops that fail the test shall be replaced and then retested. 4. After the final testing of the loops, the detector lead-in cable installation shall be completed and the loop system tested according to Tests A, C and D. 8-20.3(14)E Signal Standards Section 8-20.3(14)E is supplemented with the following: Traffic signal standards shall be furnished and installed in accordance with the methods and materials noted in the applicable Standard Plans, pre-approved plans, or special design plans. After delivering the poles or arms to the job site and before they are installed, they shall be stored in a place that will not inconvenience the public. All poles and arms shall be installed in compliance with Washington State Utility and Electrical Codes. Terminal cabinet(s) shall be installed on all Type II and Type III signal poles or where � designated on the wiring diagrams in the Plans in accordance with the material requirements of Section 9-29.25 of the Standard Specifications. Terminal cabinets shall be installed at a height not to impede pedestrians. � 5-20.3(14)F Opticom Detectors (NEW SECTION) � Opticom detectors shall be installed in a drilled and tapped hote in the top of the mast arm unless otherwise shown in the Plans. They shall be tightly fitted to point in the direction shown in the plan view. Lead-in cable back to the controller, shall be 3M detector 138 cable, or � equivalent, and shall have no splices. All lead-in cables shall be connected to terminals in the controller cabinet as shown in the wiring diagram. The shields shall be grounded to the grounding bar. � � 8-20.3(14)G Video Camera Detectors (NEW SECTION) The video camera shall be installed consistent with the manufacturer recommendations. Controller cabinet equipment shall be installed in the cabinet when cabinet testing is performed. 8-20.3(17) "As Built" Plans Section 8-21.3(17) is replaced with the following: � Upon completion of the project, the Contractor shall furnish an "as-built" drawing of the intersection showing all pole locations, junction boxes, Illumination system showing luminaire locations, miscellaneous equipment, conductors, cable wires up to the service cabinet, and with a special symbol identifying those items that have been .changed from � the original contract drawings. All items shall be located to within one foot (1') horizontally and six inches (6") vertically above or below the finished surface grade. � 8-20.3(18) Removal of Existing Signal Equipment (NEW SECTION) Where noted on the Plans, existing signal, illumination, and interconnect equipment shall be � removed by the Contractor. All salvaged signal, illumination, and interconnect equipment materials shall be the property of the Contractor, except that the existing controller and UPS cabinets at the intersectiora of SW 312th Street and SR 509 and all contents and the pedestrian � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 236 beacon system at the intersection of SW 312`" Street and 14`h Avenue SW shall be delivered to the King County Signal Shop at 155 Monroe Avenue NE, Renton, Washington 98056. All other material removed shall become the property of the Contractor and shall be disposed of off-site at a legal disposal site. All pole foundations and anchor bolts shall be removed to 18 inches below new subgrade, and the resulting hole shall be backfilled with compacted gravel borrow meeting the requirements of Section 9-03.14(1), unless the Engineer has approved the use of native material. Where junction boxes are removed, the conduit and wire shall also be removed to the bottom , of the trench and the resulting hole backfilled with gravel borrow meeting the requirements of Section 9-03.14(1), unless the Engineer has approved the use of native material. Removals associated with the electrical system shall not be stockpiled within the jobsite without the Engineer's approvaL 8-20.4 Measurement (Special Provision) Section 8-20.4 is supplemented with the following: "14th Ave SW Signal System, Complete" shall be measured per lump sum for the total of all items for complete traffic signal system at the intersection of SW 312'h Street and 14`h Ave SW. This is to include the removal of the existing pedestrian signal system. This is to include shared trenching at this intersection for signal system, illumination system, and interconnect. All items and labor necessary to supply, install, and test the conduit, junction boxes, service circuit breaker and connections, battery backup system, signal/service/battery backup system foundation(s), vehicular and pedestrian signal heads, pedestrian pushbuttons, emergency vehicle preemption, vehicle detection system, connections with existing conduit and junction boxes, mast arm mounted traffic signs, restoring facilities destroyed or damaged during construction, salvaging existing materials, and all other components necessary to make a complete traffic signal system shall be included within the lump sum measurement. Luminaires and luminaire arms positioned on signal poles will be considered a part of the traffic signal system lump sum measurement. Removal of an existing signal system or existing signal components shall be included within the lump sum measurement. After construction is complete, it is Contractor's responsibility to adjust, relocate, and reposition all traffic signal heads to their final position as shown on' the Contract Documents, and shall be considered incidental to the lump sum measurement. All painting of components shall be considered incidental to the lump sum measurement. No specific unit of ineasurement shall apply, but measurement will be made for the sum total of all items to be furnished and installed. "SW Dash Point Road Signal System, Complete" shafl be m,easured per lump sum for the total of all items for complete traffic signal system at the intersection of SW 312th Street and SW Dash Point Road. This is to include shared trenching at this intersection for signal system, illumination system, and interconnect. All items and labor necessary to supply, install, and test the conduit, junction boxes, service circuit breaker and connections, battery backup system, signal/service/battery backup system foundation(s), vehicular and pedestrian signal heads, pedestrian pushbuttons, emergency vehicle preemption, vehicle detection system, connections with existing conduit and junction boxes, mast arm mounted traffic signs, restoring facilities destroyed or damaged during construction, salvaging existing materials, and all other components necessary to make a complete traffic signal system shall be included within the lump sum measurement. Luminaires and luminaire arms positioned on signal poles will be considered a part of the traffic signal � � � � � � � � LJ � � �J � City of Federal Way RFB 13-105 Lakota Middle School Safe Routes to School 2013 � Page 237 1 � � � � � � � �� J � � � � � system lump sum measurement. Removal of an existing signal system or existing signal components shall be included within the lump sum measurement. After construction is complete, it is Contractor's responsibility to adjust, relocate, and reposition all traffic signal heads to their final position as shown on the Contract Documents, and shall be considered incidental to the lump sum measurement. All painting of components shall be considered incidental to the lump sum measurement. No specific unit of ineasurement shall apply, but measurement will be made for the sum total of all items to be furnished and installed. "Interconnect System, Complete" shall be measured per lump sum for the total of all items for a complete interconnect system. All items and labor necessary to supply, install, and test the conduit, singlemode fiber optic cable, junction boxes, connections with signal controllers, connections with existing conduit, junction boxes and fiber optic vaults, connections with existing interconnect systems, pull rope, plugs, restoring facilities destroyed or damaged during construction, salvaging existing materials, and all other components necessary to make a complete interconnect communication system shall be included within the lump sum measurement. Interconnect cable installed in existing conduit will be included in the lump sum measurement. All painting of components shall be considered incidental to the lump sum measurement. No specific unit of ineasurement shall apply, but measurement will be made for the sum total of all items to be furnished and installed. "Lakota Illumination System, Complete" will be measured per lump sum for the total of all items for complete illumination system, to include the photocell, electrical service and service cabinet installation. All items and labor necessary to supply, install, and test the conduit, junction boxes, service circuit breaker and connections, electrical connections, connections with existing conduit and junction boxes, restoring facilities destroyed or damaged during construction, salvaging existing materials, and all other components necessary to make a complete system shall be included within the lump sum measurement. All painting of components shall be considered incidental to the lump sum measurement. No specific unit of ineasurement shall apply, but measurement will be made for the sum total of all items of the illumination system to be furnished and installed. "SW 312th Illumination System, Complete" will be measured per lump sum for the total of all items for complete illumination system, to include the photocell, electrical service and service cabinet installation. All items and labor necessary to supply, install, and test the conduit, junction boxes, service circuit breaker and connections, electrical connections, connections with existing conduit and junction boxes, restoring facilities destroyed or damaged during construction, salvaging existing materials, and all other components necessary to make a complete system shall be included within the lump sum measurement. All painting of components shall be considered incidental to the lump sum measurement. No specific unit of ineasurement shall apply, but measurement will be made for the sum total of all items of the illumination system to be furnished and installed. The following is added at the end of this section: Excavation, trenching, bedding, backfill and pavement restoration for trenches and conduiUjunction boxes containing traffic signal conduits and illumination or interconnect conduits, or both, will be included in the lump sum measurement for "Signal System, Complete". Excavation, trenching, bedding, backfill and pavement restoration for trenches containing both illumination and interconnect conduit will be included in the lump sum measurement for "Illumination System Complete". City of Federal Way Lakota Middle School Safe Routes to School � Page 238 RFB 13-105 2013 Junction boxes containing both signal and interconnect conduit will be included in the lump sum measurement for "Signal System, Complete". Interconnect cable installed in existing conduit will be included in the lump sum measurement for "Interconnect System, Complete". Measurement for labor, materials, tools and equipment necessary to the construction of any shared conduits and trenches with the "14`h Ave SW Signal System, Complete", "SW Dash Point Road Signal System, Complete" "Illumination System, Complete" and/ or "Interconnect System, Complete" necessary for the system shall be measured once. 8-20.5 Payment (Special Provision) Section 8-20.5 is deleted and replaced with the following: Payment will be made in accordance with Section 1-04.1 for each of the following Bid Items: "14th Avenue SW Signal System, Complete", per lump sum. "SW Dash Point Road Signal System, Complete", per lump sum. "Lakota Illumination System, Complete", per lump sum. "SW 312`h Illumination System, Complete", per lump sum. "Interconnect System, Complete", per lump sum. The lump sum price for "14`h Avenue SW Signal System, Complete" shall be full pay for furnishing all labor, equipment, materials and supplies necessary or incidental to the construction to complete the work as specified. This includes and is not limited to all work related to the removal of existing signal equipment. The lump sum bid price shall include all costs associated with the construction of the cement concrete pad and pedestal for the controller and service cabinets as well as for the cement concrete pads around signal poles. All costs for installing signing on signal mast arms or temporary signal installations shall be incidental to the bid item(s) in this section and no additional compensation will be made. The lump sum price for "SW Dash Point Road Signal System, Complete" shall be full pay for furnishing all labor, equipment, materials and supplies necessary