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AG 13-100RETURN TO: EXT: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/Div: PUBLIC WORKS /` Mtn I , 2. ORIGINATING STAFF PERSON: Phf � � V�� t t EXT: )(. ��Z3 3. DATE REQ. BY: 1 P W 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 ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG • REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) • ORDINANCE 2 ❑ RESOLUTION • CONTRACT AMENDMENT (AG #): 13� I m Cl INTERLOCAL OTHER �+ 5. PROJECT NAME: S� 2O 5t al 2U" ` ,ANN J Sy-ldk , din a 6. NAME OF CONTRACTOR: ADDRESS: I5eO(O ill E -MAIL: SIGNATURE NAME: BreA FAX: TITLE: 'tAt MbfAr 7. EXHIBITS AND ATTACHMENTS: Cl SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE # BL, EXP. 12/31/_ UBI # , EXP. —/—/— $. 9. TERM: COMMENCEMENT DATE: COMPLETION DATE: x,305 221.lt5 r-wrent Coraya'c* t '$2013a&k.810 C-0. :*-a7 TOTAL COMPENSATION: $ LOIl9. LO k (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: 36G - L' 404- 13-A - ✓ Imo - �30 - (.50 10. DOCUMENT / CONTRACT REVIEW X PROJECT MANAGER ❑ DIVISION MANAGER )iL DEPUTY DIRECTOR DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) >L LAW DEPT 11. COUNCIL APPROVAL (IF APPLICABLE) lifffigmsm- 01 ;"T ON COMMITTEE APPROVAL DATE: tN/& 12. CONTRACT SIGNATURE ROUTING • SENTTO VENDOR/CONTRACTOR DATE SENT: • ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ LAW DEPT ❑ SIGNATORY (MAYOR OR DIRECTO ) CITY CLERK ❑ ASSIGNED AG# x( SIG ED COPY RETURNED RETURN ONE ORIGINAL COMMENTS: EXECUTE "2," ORIGINALS INITIAL/ DATE SIGNED wpr AG# 1 ?► 1 DATE SENT: f% 112J •� INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: DATE REC' D: 12/ 1 -L I 11 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG #: 13 -100 PROJECT NUMBER S 320"' Street at 20"' Ave S Intersection Improvements PROJECT T1TLE CHANGE ORDER NUMBER SUMMARY OF PROPOSED CHANGES: This Change Order No. 3 covers the work changes summarized below: 12 - Q - 20�� EFFECTIVE DATE Titan Earthwork, LLC CONTRACTOR 1. Extend sidewalks and install thickened edges on fill walls 1, 2, 3, and 4 and locate fence post block outs as indicated on WP -4 and WP -5 dated 8/15/13. Remove cap blocks and top row blocks as necessary. 2. Remove exposed end blocks on walls 6, 7, and 8 and replace with 90 degree dual faced blocks. Changes to the. Bid schedule — S320th St at 20" Ave S Intersection Improvements 1. Add New Bid Item No. 96— (New Item) Remove Top Blocks from Fill Walls 1, 2, 3, 4. This Bid Item will be paid in accordance with 1 -09.6 Force Account. The unit cost for this bid item is $1,326.86. 2. Add New Bid Item No. 97— (New Item) install Thickened Edge at Fill Walls 1, 2, 3, 4! The estimated quantity for this item is 1 LS . The unit cost for this items is $16,968.00 per LS. 3. Add New Bid Item No. 98— (New Item) Remove and replace top and end blocks at cut walls 6, 7, 8. The estimated quantity for this item is 1 LS. The unit cost for this item is $2,100.00 per LS. Net Chanaes to the Bid Schedule — S320th St at 20"' Ave S Intersection Improvements Bid Item Description Existing Quantity Change Quantity Unit Unit Cost Change Item Total 96 Remove Top Blocks from Fill Walls 1, 2, 3, 4 0 1 EST $1326.86 $1,326.86 97 Install Thickened Edge at Fill Walls 1, 2, 3, 4 0 1 LS $16,968.00 $16,968.00 98 Remove and replace top and end blocks for Cut Walls 6, 7 8 0 1 LS $2,100.00 $2,100.00 Total this Change Order $10,394.86 The time provided for completion in the Contract is ® Unchanged ❑ Increased Working Day ❑ Decreased. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ® No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No Change Order No. 1 continued 2 of 2 STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction.. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT CONTRACTOR'S SIGNATURE Le ��� a67 A l fz(,3 CARY M. ROE P.E., I SIGNATURE DATE DIRECTOR OF PARKS PUBLIC WORKS AND EMERGENCY MANAGEMENT $ 1,324,123.75 $ (18,902.00) $ 20.394.86 $ 1,325,616.61 RETURN TO: EXT: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/Div: PUBLIC WORKS/ S�iee�J 2. ORIGINATING STAFF PERSON:adaf n c M t f it EXT: X �� Z3 3. DATE REQ. BY: 4. TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) • ORDINANCE ❑ RESOLUTION • CONTRACT AMENDMENT (AG #): S-100 Cl INTERLOCAL OTHER ftftAae- 5. PROJECT NAME: S5Z441 01i 20h :V +n-, 1Di i 6. TITLE: IMeiyi bee 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE # BL, EXP. 12/31/_ UBI # , EXP. 8. TERM: COMMENCEMENT DATE: COMPLETION DATE: aai . 9. TOTAL COMPENSATION. $ a 4031 ��S 0 ,440.00 = `�I 3os, 1s (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: 10. DOCUMENT/ CONTRACT REVIEW jL PROJECT MANAGER ❑ DIVISION MANAGER DEPUTY DIRECTOR DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) p. LAW DEPT 11. COUNCIL APPROVAL (IF APPLICABLE) INITIAL / DATE REVIEWED ^n iii' V 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 SSIGNED AG # " 'I GNED COPY RETURNED ❑ RETURN ONE ORIGINAL COMMENTS: EXECUTE `w " ORIGINALS INITIAL/ DATE SIGNED 3 AG# 1 I laD DATE SENT: 91jo PAID BY: ❑ CONTRACTOR ❑ CITY INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: DATE REC' D: 8 9 1,511.3 11/9 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG #: 13 -100 PROJECT NUMBER S 320a' Street at 2Wh Ave S Intersection Improvements PROJECT TITLE 2 CHANGE ORDER NO. SUMMARY OF PROPOSED CHANGES: This Change Order No. 2 covers the work changes summarized below: EFFECTIVE DATE Titan Earthwork, LLC CONTRACTOR 1. Delete Pervious Fill from Sidewalks Pervious concrete sidewalk was deleted from the Bid Documents in Addendum No. 5 and replaced by regular impervious sidewalk, but the Permeable Ballast, Underdrain Pipe 6" Diam, and Construction Geotextile for Underground Drainage remained in the contract as the City considered alternatives to the Pervious Concrete Sidewalk. The design consultant prepared a technical memorandum analyzing various sidewalk alternatives. Based on the poor infiltration rate of the site soils; the ability to meet stormwater regulations with a standard impervious sidewalk; and the recommendations in the technical memorandum; the City has elected to delete the bid items associated with the pervious sidewalk & instead place Crushed Surfacing Base Course as subgrade for the sidewalks. Existing Bid Item No. 32 "Crushed Surfacing Base Course" has a bid unit price of $23.50 per ton. The current Bid Item was intended for placement primarily in the roadway. Considering the small quantity for placement under the sidewalk and the amount of hand grading that will be required, a higher unit price is reasonable. Therefore, new Bid Item No. 95 "Crushed Surfacing Base Course for Sidewalks" has been added to the project with a unit price of $34.50 per ton. This price is in line with WSDOT unit bid analysis prices for quantities between 40 & 600 CY. The sidewalks shown on the plans that were always intended to have a 4" crushed surfacing base course (i.e., at the NE & NW corners of the intersection), will continue to be paid under the original Bid Item No. 32. These changes affect Plan Sheets RS -1, RS -2, RP -1, RP -2, RP -3, PP -1, PP -2, PP -3, PP -4. The revision Gate is b/ w l.i. Changes to the Bid Schedule — S320th St at 20'r Ave S Intersection Improvements 1. Existing Bid Item No. 14 — Roadway Excavation Incl. Haul. Changes to the current Bid Item quantity of 1900 CY. The new estimated Bid Item Quantity for Bid Item No. 14 is 1,700 CY (a reduction of 200 CY). There is no change to the unit price. 2. Existing Bid Item No. 15 — Underdrain Pipe 6 In. Diam. Changes to the current Bid Item quantity of 1020 LF. The new estimated Bid Item Quantity for Bid Item No. 15 is 0 LF (a reduction of -1020 LF). There is no change to the unit price. 3. Existing Bid Item No. 31— Permeable Ballast. Change to the current Bid Item quantity of 510 TON. The new estimated Bid Item Quantity for Bid Item No. 31 is 0 TON (a reduction of -510 TON). There is no change to the unit price. 4. Existing Bid Item No. 73 — Construction Geotextile for Underground Drainage. Changes to the current Bid Item quantity of 1,100 SY. The new estimated Bid Item Quantity for Bid Item No. 73 is 0 SY (a reduction of -1,100 SY). 5. Add New Bid Item No. 95— Crushed Surfacing Base Course For Sidewalks. The estimated quantity for this item is 170 TON. The unit cost for this item is $34.50 per TON. Change Order No. 2 continued 2of2 Net Changes to the Bid Schedule — S320th St at 20th Ave S Intersection Imnrovements The time provided for completion in the Contract is ® Unchanged ❑ Increased Working Day ❑ Decreased. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ® No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT ., /�l TITAN MRTHWORK, LLC AUTHORIZED REPRESENTATIVE $ 1,324,123.75 $ (1492.00) $ (17,410.00) $ 1,305,221.75 CARY M. R , P.E. DATE DIRECTOR OF PARKS, PUBLIC WORKS, & EMERGENCY MANAGEMENT Change Bid Existing Change Revised Unit Item Item Description Quantity Quantity Quantity Unit Cost Total ROADWAY EXCAVATION INCL. 14 HAUL 1900 200 1700 C.Y. $22.50 500.00 15 UNDERDRAIN PIPE 6 IN. DIAM. 1020 (1,020) 0 L.F. $3.00 ($3,060.00) 31 PERMEABLE BALLAST 510 510 0 TON $26.50 13 515.00 CONSTRTUCTION GEOTEX71LE 73 FOR UNDERGROUND DRAINAGE 1100 (1 1100) 0 S.Y. $2.00 2 200.00 *NEW ITEM* CRUSHED SURFACING BASE COURSE FOR 95 SIDEWALKS 0 170 170 TON $34.50 $5,865.00 Total this Change Order ($17,410.00) The time provided for completion in the Contract is ® Unchanged ❑ Increased Working Day ❑ Decreased. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes ® No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER NEW CONTRACT AMOUNT ., /�l TITAN MRTHWORK, LLC AUTHORIZED REPRESENTATIVE $ 1,324,123.75 $ (1492.00) $ (17,410.00) $ 1,305,221.75 CARY M. R , P.E. DATE DIRECTOR OF PARKS, PUBLIC WORKS, & EMERGENCY MANAGEMENT RETURN TO: �����t,��� EXT: �� C�, � CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. 2. ORIGINATING DEPT/DIV: PUBL[C WORKS / ��ei� ORIGINAT[NG STAFF PERSON: lJl {I `�� Il.,, � WWU l EXT: X�� Z� 3. DATE REQ. BY: rJ � L� I�J 4. TYPE OF DOCUMENT (CHECK ONE�: ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT ❑ SMALL OR L[MITED 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 Qi CONTRACT AMENDMENT (AG#�: 13' �L7O ❑ INTERLOCAL ❑ OTHER __ 5. PROJECT NAME: S�Jd+D� �' D�" OZ� AV P. "�'.� Z�.rSeC'�10�'1 �C��V Y?'lPJ'1'F'`� 6. NAME OF CONTRACTOR: � 1't'a,Y1 t a Ir-NY�l�OiK � L-L-G ADDRESS: ��J�UC ��D� �' � `JL•lii"11�1P.('� V��'6 qg�� TELEPHONE:oi��0.3a5.3�'4 E-M.a�L: 'h F.�: a s3. s�3, o a za SIGNATURENA E: (.�\\�\CX.fY1 C,�1i\1 • TITLE: (�Cr1'�bP� 7. EXHIBITS AND ATTACHMENTS: O SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE # BL, EXP. 12/31/ UBI # rQ?��Q f63 , EXP. �/ ' �l o?fI1 � H. TERM: COMMENCEMENTDATE: YiI Q 9. TOTAL COMPENSATION: $ (—" `,�"1 �• • � O� I f c/ �V ! Ve,�l •�N�►-� vE �XPEN� ND SALES TAX, IF ANY� (IF CALCULATED ON HOURL LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES� REIMBURSABLE EXPENSE: ❑ YES 5CN0 IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES �.NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASE CHARGE TO: �lk "'"f T� V J(�"I ��� `�l% C� ✓� 10. DOCUMENT / CONTRACT REVIEW �f PROJECT MANAGER �EPUTY DIRE TOR o/ISIItECTOR "J�3I2.Q1e3 ❑ RISK MANAG M NT (IF APPLICABLE� q/iAW DEPT Cj�dO� aD � 11. COUNCILAPPROVAL ([F APPLICABLE� COMM[TTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING 1y�, �SENT TO VENDOR/CONTRACTOR DATE SENT: �� J U � ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INITIAL / DATE SIGNED � �I S[GNATORY AYO R Ht�ECTDR'j �' � �I'� � _ CITY CLERK ' ASSIGNED AG �13 AG# — I SIGNED COPY RETURNED DATE SENT: ��' L.� ❑ RETURN ONE ORIGINAL , COMMENTS: EXECUTE" �� ORIGINALS INITIAL / DATE APPROVED COUNC[L APPROVAL DATE: DATE REC'D: � � 11/9 CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT AG#: 13-100 1 PROJECT NUMBER CHANGE ORDER NUMBER EFFECTiVE DATE S 320"' Street at 20�' Ave S Titan Earthwork, LLC intersection Improvements PROJECT TiTLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: This Change Order No. 1 covers the work changes summarized below: 1. Staging Area / Contractor Laydown Yard The Contractor desires to utilize a portion of a City-owned property as a staging area/contractor laydown yard for the subject project. The property (Tax Parcel #0921049298) is located at the southeast corner of the intersection of S316th Street & 20�' Avenue S(the former site of the AMC Theater). The portion of the property to be utilized by the Contractor is the northwest corner of the property as designated on the attached exhibit. This Change Order provides City approval to utilize the city-owned property, subject to the following conditions: a. The Contractor is responsible to delineate the staging area with orange construction fencing. This fencing shall be maintained in good condition for the duration of the use of the property. b. The Contractor shall comply with all City and Department of Ecology regulations for Temporary Sediment and Erosion Control. c. The Contractor will maintain & restore the property to its current condition at the conclusion of the use. d. The Contractor shall be allowed to utilize the property for the duration of the S320th Street at 20"' Ave S Intersection Improvements project, but not later than October 31, 2013. The Contractor shall not utilize the site for storage of materials or equipment associated with projects other than the S320th at 20�' Ave S Intersection Improvements project. e. The project limits are hereby expanded to include this staging area/contractor laydown yard. All bonds and insurance certificates provided by the Contractor shall include coverage for the staging area/contractor laydown yard. The use of the City-owned property will be covered under Bid Item 1. The bid item amount of $130,000 will be reduced by the amount of $2,100. The new unit price will be $127,900. 2. City of Federal Way Project Sign For identification of the expanded project limits, the City desires the Contractor to install a City of Federal Way Project Sign at the staging area / contractor laydown yard location. The sign shall be constructed as per the Project Sign Detail included on sheet "Appendix D-1" of the Contract Documents and Specifications. The project sign will be paid for under Bid Item 57, Construction Signs Class A at the existing unit cost. c.�,anqes to tne Bid schedu�e — S320th St at 20"' Ave S Intersection Improvements 1. Existing Bid Item Ido. 1— Mobilization: Changes to the current Bid Item unit price of $130,000.00.. The new Bid Item Unit price shall be $127,900.00 (a reduction of $2,100.00). There is no change to the lump sum quantity of 1. 2. Existing Bid Item No. 57 — Construction Signs Class A: Changes to the current Bid item quantity of 160 SF. The new estimated Bid Item Quantity for Bid Item No. 57 is 192 SF (an increase of 32 SF). There is no change to the unit price. Change Order No. 1 continued 2 of 2 Net Chanctes to the Bid Schedule — S320th St at 20t'' Ave S Intersection Improvements Bid Item Mobilization 57 Existing Existing Change Unit uanti uanti Unit Cost 1 0 LS 130 000 A 160 32 SF 19.00 Total this Chanqe Order Change Change Unit Item Cost Total 127 900 2 100.00 0 $608.00 The time provided for completion in the Contract is � Unchanged ❑ Increased ❑ 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 Ejctended? ❑ 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 �t � /��� CONTRACTOR'S SIGNATURE � � � �� SKIP PRI , MAYOR DATE $ 1�.324,123.75 $ 0 $ (1,492.00) $ 1,322,631.75 ""� �� r� Gn ,� `�, �� n> �} U._ i_� �-� �__ CL':i �) "� .�� � ��; r �+. ;� � Corporations: Registration Detail Corporation Detail Page 1 of 2 Neither the State of Washington nor any agency, ofiicer, or employee of the State of Washington warrants the accuracy, reliability, or timeliness of any information in the Public Access System and shall not be liable for any losses caused by such reliance on the accuracy, reliability, or timeliness of such information. While every effort is made to ensure the accuracy of this information, portions may be incorrect or not current. Any person or entity who relies on infortnation obtained from the System does so at his or her own risk. All documents filed with the Corporations Division are considered public record. TITAN EARTHWORK LLC UBI Number Category Active/Inactive State Of Incorporation WA Filing Date Expiration Date Inactive Date Duration Registered Agent Information Agent Name Address City State ZIP Special Address Information Address City State Zip Governing Persons 602605763 LLC Active WA 04/17/2006 04/30/2014 Perpetual MORGAN CALLAHAN 13806 16TH ST E SUMNER WA 98390 i http://www.sos.wa. gov/corps/search_detail.aspx?ubi=602605763 5/ 14/2013 Corporations: Registration Detail .� , Title Member Member Member Name MC KENZIE , BRETT GILL , WILLIAM GREILING , STEVEN Purchase Documents for this Comoration » « Return to Search List Page 2 of 2 Address 20825 STATE ROUTE 410 E # 153 BONNEY LAKE , WA 98391 16704 75TH ST E SUMNER , WA 98390 360 STATE STREET APT 3001 NEW HAVEN , CT 06510 http://www.sos.wa.gov/corps/search_detail.aspx?ubi=602605763 5/14/2013 RETURNTO: ���'�;�� EXT: ��;� � CITY DF FEDERAL WAY LAW DEPARTIVIENT RO L ORIGItVATING DEPT/D[V: PUBLIC W'ORKS /� T`r�-�.I� 2. ORIGINATING STAFF PERSON: ��% �i/� !"l c,�'�'� ExT: �� Z� 3. DATE REQ. BY: //��0 TYPE OF DOCUMENT (CHECK ONE): �i( CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) � PUBL[C WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESS[ONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREENtENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCLJMENT (E.G. BOND RELATED DOCUMENTS) � ORDINANCE ❑ RESOLUTION o CorrTxaCT A�rrDtv[Errr (AG#}: ❑ IrrrElu,oca[. ❑ OTHER �� � I � � / G� �� � PROJECT NAME: � 3 Z l� � S V�—w� Q f Z Q���' C��Y10�Gti1''�"'`1" I-vt �'� c�� NAME OF CONTRACTOR: 1 'K.' �-- ADD�SS: I��'(���p I ) v�e�; ��A �[) E-M.atL: SIGNATURE NAME' J JGLL'YYi EXH[SITS APiD ATTACI-IMENTS:�I SCOPE, WORK OR SERVICES � COMPENSATION � INSURANCE REQUIREMENTS/CERT[FICATE ❑ ALL OTHER REFERENCED EXHIBITS � PROOF OF AUTHORITY TO S[GN � REQiJIRED LICENSES ❑ PRIOR CON CT/AMEN) S CFW LICENSE # BL, EXP. 12/31/_ UBI #�D�� , E�. �� /�• �� ►Vi.(.�+�ress— . 1`CL�tnl/� �fl�lcll3 ,I�, m,��� TERM: COMMENCEMENT DATE: COMPLETiON DATE: I'1"V V�v I I�iVIGj �L�-I.�S TOTAL COMPEPiSATION: $ il � v' ��� 3��� (INCLUDE EXPENSES AND SALES 'fAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHA GE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ❑ NO [F YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY p PURCHASING: PLEASE CHARGE TO: �/ l,E "T"CU� (�' �� v� � 1��� 10. DOCUMENT / CONTRACT REVIEW �q PROJECT MANAGER ❑ DIVISION MANAGER c�7 DEPUTY DIRECTOR o DIRECTOR ❑ RISK MANAGEMENT ([F APPLICABLE) "� LAW DEPT 11. COUNCIL APPROVAL (IF APPL[CABLE) INITtAL / DATE REVIE _ ?L I�— IN[TIAL / DATE APPROVED . `� COMMITTEE APPROVAL DATE: Ov � COUNCIL APPROVAL DATE: �U � 12. COIVTRACT SIGNATURE ROUTIIYG �SENT T'O VENDOR/CONTRACTOR DATE SENT: - �✓ DATE REC'D:�� � I� ,�ATTACH: SIGNATURE AUTHOKITY, INSUR.INCE CERTIFtCATE, LICENSES, XHIBITS INIT L / DATE SIGNED p.f La.w DE�r �I1� - ?A' li"� ,� SIGNATORY 1C AYQR �� DtxECTOR)'�I�it�i•a01� � CITY CLERK � ( � ' � ASSIGNED AG # AG# �' I� ,� S[GNED COPY RETURNED DATE SENT: S• 1' 1�� �IZETURN-�PF�E ORIGINAf$ COMMENT ' _T�%O EXECUTE "� " OR[GINALS ' , Bond No. 0171001 EXHYBIT D RETAINAGE BOND TO CITY OF FEDERAL WAY SOUTH 320TH STREET AT 20TH AVENUE SOUTH INTERSECTION IMPROVEMENTS KNOW ALL PERSONS BY THESE PRESENTS that we, the undd'�ed. TITAN Earthwork. LLC , as �principal ("Prindp�, and Berkley Rp„qiana{ Insurance Comnanya Corporation organlzed and ex{stlng under the laws of the SG�e of D_lawarP , as a surety Corporatfon, and qualified under the laws of the State of Washington to b000rne sur�d.y upon bonds of Condacbors wkh Munidpai Corporations, as surety ("Suret�, are jointly and severaly held• and flrmly borrckd to the City of F�:deral Way ("Gly") 1n the penal sum of: SixtvSix Thousand Two Hundred Six' (# 66.206.19 ) for the payment of whkh sum we bfnd oursehres and our suocessors, hefrs, administrabors or pe�onal representatives, as the case may be. *and 19/100 Dollars A. This oWigation is enb�ed Mto In pursuant ba the statutes of the Sbte of Washingbon and tl� or�nsnces, reguladons, standards a� poNcies of �t#ie Uty, as now �ting or her�it� amended a adopbed. B. Pursuant bo proper authorl�atlon, the Mayor is authorized to er�ter lnto a certafn cont�ad wtfi the P�MdPal. providtng for theSouth 320th Street at20th *'Project, which contraat is inoorporabed herein b'f� titlS 'rekra�oe ("Contrac��, and **Avenue South Intersection Improvements C. Pursuant to StaGe law, Chapter 60.28 RGW, tl�e City Is reQufred to reserve from the montes eamed 'by tl�e Principai pursuant to the aon4act, a sum not to exceed flve percent (596), safd sum bo be retained by the CJty as a tn�st fund for the protectfon and paymerrt of arry person or perspns, mech�k, svboontradbor or maberialmat who shaM pe�form any labor upon such cont�act or the doing of such work, and a0 pe�sons who shaa suppiy stuh pergon w persons ar suboontractors with provisions �d �pplies for the carrying on of such wa1c, and the Stabe wit� the r�espect b taxes imposed pursuant to litle 82 RCW whkh may be due from sald Prindpal. EvaY P�so� P�'forming labor or fum� supplies bowards completion of said fmprovement or work shall have a Nen on said mori�es so reserved, provided that �ch notice of the lien of sucfi cbimarrt shall be gtven in the marxier and within lfie Wne provided in RCVY 39.08.0� as now ex(sting and in accadance wtth any amendments that may hereafter be provided thereto; and . D. Stabe faw further provides that wtth tfie consent of the Ctty, the Pr�dpai may submit a baid for aN or any � portbn of tF�e amour� of funds retai�ed by the public body in a form accept�e �o tl�e pubiic body cond�ioned upon such bond a�yr proceeds therefi+om being made subJect M all claims and if�s and tn the same manner a�x1 priorlty � s�t f�orth retained percentages pur�uant tio Chap�teer 60.28 RG1N; and E The Prindpat has aooept�ed, or is about to accept, the Contiact, and undertake �o peiform the work � provided for in the manner and withtn the tbne set forth, for the amount of # 1.324.123.75 :�d f. The Cfty !s pr�epared bo release any required retaina� moneY P��Y 1�� W���P� P� m � aoceptance ���fid opera� and fu�illment of all other tierms of satd conb�ad upon bein9 ��' by tl�e Pr'��, NOW, THEREFORE, � the Principal shall perform �I the provisbns c� the Contr�t b� the manr�er m�d vW�n tl�e tlme perlod presaibed by tl�e City, or wkhin such actensions of time as may be gra�i under the Cond�ad, �d sl� paY aH laborers, mechanics, subconhactors and material men or women, and all persons who shaq supply tlu Prkrc�al or subcontracoors with provisiuns and suppAes for the carrying on � satd work, and � the Principal shall pay bo the Stabe aN ta�ces imposed {wrs�uant � Tfde 82 RGW which rnay l� due from such Pr�dpal as a result of this condad then and hf tl�e e�nt this obligation shall be void; but otherwise it shall be and rematn in full force and effect. And tt�e Surety, for va�e received, hereby further stlpulates and agrees th� ra char►ge, exC�lon of tkr�. a�eration or add�ton Oo tl�e terrr�s of the Condact or �o the work bo be paformed thereunder or the spec�Catlons a000mpanying the seme shall � any way affect (ts oblk,�atbn on this bond, and it does hereby waNe notloe o� anY change, extensio� of tlme, a�atlons or additlons to the terms of the Contratt or to the Work. � The Surety t�exeby agrees that modifkatlons and changes may be made in the �rms and pna�ia� of•the ' Contract without notice tio Surety, and any such modifications or changes ina�sing the bota� amount bo be paid the Principal shall automatkaily Ina�ease the obligadon of the Surety on this Retainage Bond In a Nke amount, such Increase, however, r�t to exoeed twer►ty�-ftve percent (25%j of the oHginal amount of thts bond witl�out consent of the Surely. City of Federal Way RPB � 13-104 � So�h 320th Street at 20W Avenue South ��.1"� Intersection Impmvemonts Page 57 Febr�ery 2013 ' RETURN TO: , ��j'�;��� EXT: ��,� � CITY �F FEDE�ZAL WAY LAW DEPARTMENT ROUTING FORM l. �ItIGINATING DEPT/D[Y: 2. ORIGINATING STAFF PERSON: c, � 4�. V� !' L V�1�'� EXT: �'? ZZ 3. DATE REQ. BY: ��0 4. TYPE OF DOCUMENT (CHECK ONE): �i( CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) � PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESS[ONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREENtENT � GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG l7 REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.Cx BOND RELATED DOCUIv�NTS) ❑ ORDINANCE ❑ RESOLUTION ❑ CONTRACT AMENDN[ENT (AG#): ❑ INTERLOCAL ❑ OTHER I�.�;� 13�1D�1 • 5. PROJECT NAME: S 3Z (� � s�fi a 1 Z. (i ��]`� C�' ��'7 vL^s.�.til"�"-`'Lltit �''n �.e� � • � � • ■rl��f������"�EI(1�/lys�ii ' � � ' . • / '�i���i���i�►�� ' ! ° : _ � ���� 7. EXH[BIT5 APID ATTACHMENTS:� SCOPE, WORK OR SERViCES � COMPENSATION ,0(� INSURANCE REQUIRENIENTS/CERT[FICATE ❑ ALL OTHER REFERENCED EXHIBITS � PROOF OF AUTHORlTY TO SIGN f� REQUIRED L[CENSES�" �❑ PRIOR CON�CT/AMEN) S CFW LICENSE # BL, EXP. 12/31/ UBI #��,C� �(,K=/ , EXP. /� %�� '� i�.P►�►�s�- . reec�v�e Ialic� II,., m,��� �J S. TERM: COMMF.NCEMENT DATE: COMPLETiON DATE: I'T'V N'v ►�-LVIGI UL�-�LS 9. TOTAL COMPENSATIOPI: $ �_ ��� V� ��� __ (INCLUDE EXPENSES AND SALES "fAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHA GE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOL[DAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO [F YES, MAXIMUM DOLLAR AMOUNT: � IS SALES TAX OWED: ❑ YES ❑ NU IF YES, $ ❑ PURCHASING: PLEASE CHARGE TO: -n%l.E� T'G�'�, I�_ "��v�%'� ��� LO. DOCUMENT / CONTRACT REVIEW �( PROJECT MANAGER ❑ DIVISION MANAGER �t' DEPUTY DIRECTOR � DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) `[� LAW DEPT 11. COUPlCIL APPROVAL ([F APPLICABLE) INITtAL / DATE REVIE ?ZV�— PAID BY: ❑ CONTRACTOR ❑ CITY INiTIAL / DATE APPROVED i ��.- COMM[TTEE APPROVAL DATE:��� COUNCIL APPROVAL DATE: �%I .� 12. CONTRACT S[GNATURE ROUTING � �� I� �SENT TO VENDOR/CONTRACTOR DATE SENT: - 3 DATE REC'D: � y�ATTACH: S[GNATURE AUTHORITY, [NSURAi�fCE CERTIFICATE, LICENSES, XHIBITS ��LA.W DEPT I,�dl SIGNATORY AYOR �'2 Dtt�cTOtt) �I�30���t�j� � CITY CLERK � � �3 �/ ASSIGNED AG # ,Y� SIGNED COPY KETtJRNED �RETURN-9�FE ORiGINA(�S C(DIVIMEIYT, ' �%� FYFr'I fTF "� " nRiC'.INALS INIT L / DATE SIGNED . A�# � - I�Oa DATE SENT: S' �' 1,,,� 4/23/13` Corporations: Registration Detail .� _� Contact Us � Connect: ��`�� Search OSOS Sites �e : � Corporations and Charities Division Corporatioas Home � Noapro8t Hwaae � Ghariti� Home � Awards � Public Notic�s � Gontact Info Corporation Detail Neither the State of Washington nor any agency, officer, or employee of the State of Washington warrants the accuracy, reliab�ity, or timeliness of any information in the Public Access System and shall not be liable for any losses caused by such reliance on the accuracy, reliab�lity, or timeliness of such information. While every effort is made to ensure the accuracy of this information, portions may be incorrect or not current. Any person or entity who relies on information obtained from the System dces so at his or her own risk. All documents filed with the Corporations Division are considered public record. TITAN EARTHWORK LLC UBI Number Category Active/Inactive State Of Incorporation WA Filing Date Fxpiration Date Inactive Date 602605�63 LLC Active WA o4/i�/2oo6 04/3o/2oi4 Duration Perpetual Registered Agent Information Agent Name MORGAN CALLAHAN Address i38o6 i6TH ST E �5' State ZIP Special Address Information Address �Y State Zip Governing Persons Title Member Member Member SUMNER WA 98390 Name MC KENZIE , BRETT GILL , WILLIAM GREILING , STEVEN Address 20825 STATE ROUTE 410 E # i53 BONNEY LAKE , WA 9839i i6�o4 75TH ST E ' SUMNER , WA 98390 36o STATE STREET APT gooi NEW HAVEN, CI' o65io � �►ybti � �pl���� � y%.[ :� '� � C„) : '�p� j tl� "� ",� f �'E, e ' ._; ' �O��ax'� �. :� � -. �� • r,, � � w z ..�,?� .�;r�1 a ti��',����; ......• 3 , , �1hl.t �fy .� ,� '.r��'�xtl�rsa111HM��'n I wwwsos.vua.go�cor�/search detail.asp�Ctubi=602605763 1/2 L _ i . 4/23J13` . . Purchase Documents for this Cor�oration » « Return to Search List Corporations: Registration Detail Phone Numbers � Privac3' p�Y I A��Y WBS�OA SCCI'@t8ry Of $!8t@ • d0Y'POI'8L10IlS DlV1SlOi1 so� c��tawe,y soutt► PO Box 4o�g4, Olympia WA g8go4-o234 Cs�) r�-os� Translate our site iu�►to: �_.�....�.....�._._..__�_____r Select Language� � Pbwaed Dy ��t� iMa�lsht� www.sos.wa.gow'corps/s�rch detail.asp�C?ubi=602605763 _ � State of Washington Office of the Secretary of State Business Licensing Service Corporations Division LEGAL ENTITY REGISTRATION TITAN EARTHWORK LLC 13806 16TH ST E SUMNER WA 98390 Domestic Limited Liability Company Renewed by Authority of Secretary of State REGISTERED TRADE NAMES: KED, LLC KINNARD EDWARD DEVELOPMENT LLC TITAN TITAN EARTHWORK, LLC TITAN EARTHWORKS By accepting this document the licensee certifies that information provided on the renewal was complete, true, and accurate to the best of his or her knowiedge, and that the company wil� stay in compiiance with all applicable Washington State regulations. e Unified Business ID #: 602 605 763 Business ID #: 1 Expires: 04-30-2014 ...--r+ Director, Department of Revenue CIiY QF �ederal Way # 20- - -BL (For office use only} OUTSIDE CONTRACTOR BUSINESS LICENSE APPLICATION Please type or print clearly in dark ink. �New Application ($75) SECTION A— Business Information - P/ease TITAN Earthwork, LLC 13866 =1�� 8�reet East Mailing Address Contact Person William E. Gill City Sumner �plete all information. ��t����l # (1-800-647-7706) u WA State Contractors License # f ITAN EL936C0 State Zip Business Phone # WA 98390 206-325-3004 State Zip Business Fax # lum�ber of persons employed in Federal Wa � Fufl Time # 0 Part Time SECTION B— DeSCI'tpt1011 Of BUSIt1eSS — describe the type of contracting servlces you provlde. Civil construction Services, demolition, earthwork and utilities. SECTION C— Business Ownership - Anach adaluonai payes;fne�essary. oso�e �ompany Name ;As registered with WA Vumber of Owners, Pa or Corporate Officers: TITAN Earthwork, LLC 3 William E. Gill I Member Home Address (StreeUPO Box, City, State, Z 16704 75th Street East, Sumner, WA 983<. Date Business to begin in Federal Way: May 2013 Name of registered agent (partnerships/corporations only): I 15;i-"LEi 1-4ti51 I .333 Name of registered agent (partnershipslcorporations only): Brett K. McKenzie Member Home Address (StreetlPO Box, City, State, Zip) Telephone Number: °� Owned: 20825 SR 410 E#153, Bonney Lake, WA 98391 253-261-7300 .333 Steven R. Greiling, 360 State Str, Apt 3001, New Haven, CT 06510-3630 206-730-4873 . SECTION D — SIGNATURES I(we) the undersigned, declare under the penaEties of perjury and the denial of a license or revocation of any license granted, that I(w�e) am (are) the applicant(s) or authorized representative(s) of the firm making this applicafion and that the answers contained, including any accompanying information have been examined by me (us) and that lhe infortnation set forth is true, correct, and camplete. 1 also understand that I am responsible for notifying ihe City Clerk, in writing, of any change in location or mailing address within thirty days. Atl iicenses a no ra rable I un tand my place of business must comply with all federal, state, and locat codes and ordinances. x Member 04 � 22 � 2013 Signature of applicant Title Date William E. Gill 253-261-4652 Printed name of applicant Phone Number �or office use only Amount Received: Check No.: Date Received: Receipt No.: Business License #: SIC CODE: Date License lssued: TITAN EARTHWORK, LLC CITY OF FEDERAL WAY 33325 8TM AVE SOUTH FEDERAL WAY, WA 98003-6325 Invoice P.O. Num. 2013 BUS LIC Invoice Amt 75.00 75.00 Prior Balance 75.00 75.00 Retention 0.00 0.00 Check: 6081 Date: 4/25/2013 Vendor: FED001 Discount 0.00 0.00 •1: Amt. Paid 75.00 75.00 cut.�MS�n sFe`��� ��i'� . 7212nd Aven 3G�SZ71#2?1 SeatHe. WA861�M1 f635 , , DATE �MUt�F ' 1380618TH ST E SUMNER, WA ' 98390 6a81 � _ , P�Y 4/25/2013 *�***�****�*�5A0 : � THE SUM OF SE1/ENTY FIVE DOLLARS AND N0 CENTS ********************************'�************ � TCJ FHE , o��eR ' oF CITY C3� �EDERAL VtIAY , 33325 8TFf AVE SOUTH `. FEQERAI. WAY, WA'9$003=6325 i ; : r _. _..� .Y_. _._ ._....____°_-_.,,:_.,___..�.`., i AU7HOFIZEQ 31GNATEaAE n'00608 Lu• �: L 2 5 i�08 2 7 2�: ?OQ06 56 c' 28n■ Form ��V (Rev. December2011) Department of the Treasury Internal Revenue Service N m � N a c 0 a ao ��`O 5� a`� � v m N m m � Name (as shown on your income tax TITAN Earthwork, LLC Request for Taxpayer I Give Form to the Identification Number and Certlfication requester. Do not send to the IRS. Business name/disregarded entity name, if different from above Check appropriate box for federal tax classification: ❑ IndividuaVsole proprietor ❑ C Corporetio� ❑ S Corporation ❑ Partnership ❑ TrusUestate ❑✓ Limited liability company. Enter the tax classification (C=C corporation, S=S corporation, P=partnership) ► Other (see instructions) ► �ss (number, street, and apt. or suite 13806 16th Street East City, state, and ZIP code Sumner, WA 98390 List account number(s) here k P I❑ Exempt payee name and address (optional) Enter your TIN in the appropriate box. The TIN provided must match the name given on the "Name" line � social security number � to avoid backup withholding. For individuals, this is your social security number (SSN). However, for a �_ m � resident alien, sole proprietor, or disregarded entity, see the Part I instructions on page 3. For other entities, it is your employer identiflcation number (EIN). If you do not have a number, see How to get a TIN on page 3. Note. If the account is in more than one name, see the chart on page 4 for guidelines on whose Employer identification number number to enter. 5 2— 7 3 2 6 7 3 4 Under penalties of perjury, I certify that: The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me), and 2. I am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding, and 3. I am a U.S. citizen or other U.S. person (defined below). Certffication instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRI�, and generally, payments other than interest and dividends, you are not required to sign the certification, but you must provide your correct TIN. See the instructions on page 4. Sign Signature of /� Here u.s. r� /A/Oid� /n _ d � Y/1 �i( Q' 1.� oete ► 4- �'L 'r'.�' �� 3 General Instructions Section references are to the Internal Revenue Code unless otherwise noted. Purpose of Form A person who is required to file an information return with the IRS must obtain your correct taxpayer identification number (TIN) to report, for example, income paid to you, real estate transactions, mortgage interest you paid, acquisition or abandonment of secured property, cancellation of debt, or contributions you made to an IRA. Use Form W-9 only if you are a U.S. person (including a resident alien), to provide your correct TIN to the person requesting it (the requester) and, when applicable, to: 1. Certify that the TIN you are giving is correct (or you are waiting for a number to be issued), 2. Certify that you are not subject to backup withholding, or 3. Claim exemption from backup withholding if you are a U.S. exempt payee. If applicable, you are also certifying that as a U.S. person, your allocable share of an partnershi income from a U S trade or business Note. If a requester gives you �'form other than Form W-9 to request your TIN, you must use the requester's form if it is substantially similar to this Form W-9. Definition of a U.S. person. For federal tax purposes, you are considered a U.S. person if you are: • An individual who is a U.S. citizen or U.S. resident alien, • A partnership, corporation, company, or association created or organized in the United States or under the laws of the United States, • An estate (other than a foreign estate), or • A domestic trust (as defined in Regulations section 301.7701-�. Special rules for partnerships. Partnerships that conduct a trade or business in the United States are generally required to pay a withholding tax on any foreign partners' share of income from such business. Further, in certain cases where a Form W-9 has not been received, a partnership is required to presume that a partner is a foreign person, and pay the withholding tax. Therefore, if you are a U.S. person that is a partner in a partnership conducting a trade or business in the United States, provide Form W-9 to the partnership to establish your U.S. status and avoid withholding on your share of partnership income. Y P .. is not subject to the withholding tax on foreign partners' share of effectively connected income. Cat. No. 10231X Form W-9(Rev. 12-2011) _ _ _ ._ ___ ___ _ __ _ �R IG I NAL C�NTRACT 1 ��� oF ��� Federal Vila y BID AND CONTRACT DOCUMENTS _�i SPECIFICA TIONS ��� South 320th Street at 20th Avenue South Intersection Improvements RFB # 13-104 City of Fede�a/ Way Pub/ic Works 33325 Eighth Avenue South Fede�a/ Way, WA 98003 Mailing Address: City of Fede�a/ Way Pub/ic Works Federa/ Way, WA 98003-6325 City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements February 2013 BID AND CONTRACT DOCUMENTS AND SPECIFICATIONS FOR South 320th Street at 20t" Avenue South Intersection Improvements RFB # 13-104 Bids Accepted Until 11:00 a.m., March 21, 2013 Bids Opened 11:10 a.m., March 21, 2013 AT: City of Federal Way City Council Chambers 33325 Eighth Avenue South Federa) Way, WA 98003 Prepared By: BergerABAM Inc. 33301 Ninth Avenue S., Suite 300 Federal Way, WA 98003 FEDERAL WX�Y, WASHINGTON City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements February 2013 [ �� �I� � South 320t6 Street at 20`�' Avenue South Intersection Improvements Project RFB 13-104 Addendum No. 5 March 20, 2013 ' ATTENTION: AlI Bidders and Planholders ' You aze hereby notified that in Addendum No. 5, the Bid and Contract Documents are amended as follows: a � � B. � ' ' C. ' D. ' � ,E. � ATTACHMENT B — BID FORM Replace Aitachment B— Bid Form (pages 22 to 22) with the attached revised Bid form • Allows room for 5 Addendums ATTACHMENT C - BID SCHEDULE Replace Attachment "C" Bid Schedule (pages 23 to 25) with the attached revised Bid Scheduie. The bid schedule was revised to reflect the following: • The Quantity for Cement Concrete Sidewalk is increased by 800 SY to 1,175 SY • Delete Bid Item 90 - Pervious Concrete Sidewatk � Delete Bid Item 91 — Pervious Concrete Sidewalk Testing • Numbering of Bid Items after 91 will be adjusted upward to avoid a gap in numbering for the project. SPECIAL PROVISIONS Delete Section 8-30 Pervious Concrete Sidewaiks in its entirety. PLANS For all plan sheets, let it be known that all notations of Pervious Concrete SidewaIk should � treated and constructed as Cement Concrete Sidewalk per Section 8-14 of the Standard Specifications and Special Provisions. All appurtenances noted in the plans and details that are shown below the sidewalk will be consiructed per plan for use in the future. BID OPENING The bid opening date has not changed. Aii bidders are required to acknowledge receipt of this addendum on page 22 of the Bid Form. Eailure to do so may cause rejection of the bid. IC F FE ERAL WAY 2� �.'%"��A�� John R Mulkey P.E. Street Systems Project Engineer ' >: , ' ' , , Bidder: ' � Atiachment B BID FORM CITY OF FEDERA� WAY South 320th Sfi�eet at 20th Avenue South Intersection Improvements BID FORM ADDENDUM No. 5 Date: ITEM BID AMOUNT TOTAL BID AMOUNT $ (including Washington State sales tax, ali other ovemment taxes assessments and char es , To C►ty Councit Members � C'�ty of federal Way 33325 8th Ave South Federat Way, Washington 98003-6325 . � � � P�rsuant to and in comptiance with your advertisernent for bids for construction of South 320th Street at 20th Avenue South Intersection Improvements� and other d�uments relating thereto, tfie undersigned has carefully examined alt of the bid and contract documents as the premises arx� conditions affecting the delivery, supply and maintenance of South 320th Street at 20th Avenue South Intersection Improvements, and hereby proposes ta furnish all labor, materials and perform ai1 work as required in strict accordance with the contract documents, for the above-referenced amount, inctusive of Washington State sales tax and alt other govemment taxes, assessments and charges as required by faw. ' The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not fess than five percent (S%) of the totat amount bid is attached hereto, which it is agreed shap be coNected and retained by the �ty as liquidated damages in the event this bid is acceptecf ' by the City within forty-five (45) calendar days after the day of the bid opening and the undersigned faiis to execute the South 320th Street at 20th Avenue South Intersection Improvements Pubtic Works Contract and to provide the required certificate of insurance to the , �ty, under the conditions thereof, within ten (10} calendar days after the Notice of Award; otherwise said Bid Security witl be retumed to the undersigned. , ' ' Bond or Certified Check Dollars ($ � City of Federal Way RFB # 13-104 South 320th Street at 2(k6 Avenue South RFB ver• 1-48 Intersection Improvements Addendum No. 5 Page 21 February 2013 The Bidder shall complete this entire Bid form or this bid may be considered non-responsive. The City may correct obvious mathematical errors. The Gty of Federal Way reserves the right to reject any and aii bids, waive any informalities or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the b+d documents. Receipt of the following Addendums is hereby acknowtedged: Addendum No. Date Issued: Addendum No. Date Issued: Addendum No. Date Issued: Addendum No. Date Issued: Addendum No. Date Issued: Corporation/Partnership/Individual (De%te Two) Bidder's State Ucense No. Bidder's State Tax No. Ciry of Federal Way South 32Qth Street at 20th Avenue So�th Intersection Improvements Addendum No_ 5 Frm Name Signature Title Page 22 RFB # 13-I04 RFB ver. 1-08 February 20t3 Attaahment C ' South 320th Street at 20th Avenue South Intersection Improvements ' RFB No. 13-104 ADDENDUM No. 5 , NOTE: Unit prices for ali items, ali extens�ons, and the total amount bid must be shown. All entries must be typed or entered in ink. � Schedule A: Roadway Work Unit Price Includes Safes Tax per Section 1-07.2(i) of the Standard , Specifications Item Bid Item Description Units Plan Unit Extended No. Priae Anwu� 1 MOSILIZATION LS. 1 2 REMOVAL OF STRUCTURE AND OBSTRUCTION LS. 1 3 REMOVING DRAINAGE PIPE L.S. 1 4 REMOVING DRAINAGE STRUCTURE EACH 3 5 REMOVING CEMENT CONC. SIDEWALK S.Y. 1,200 6 REMOVING CEMENT CONC. NRB AN� GtJTTER L.F. 1,800 7 SAWNTTING S.F. 1,500 8 REMOVING PLAS7IC lI1VE L.F. 2,280 9 REMOVING PLASTIC TRAFFIC MARKING EACH 12 IO REMOVING TEMPORARY PAVEMENT MARIQNG L.F. 3,000 11 REMOVAL OF CONTAMINATED SOIL C.Y. 100 12 REMOVING MISCELLANEOUS TRAFFIC ITEM L.S. 1 13 REMOVAL AND RELOCATION OF DQSTING EST. 1 �25,000 $25,000 PRNATE IMPROVEMEM'S 14 ROADWAY DCCAVATION IIVCL. HAUL C.Y. 1,900 15 UNDFRORAIN PIPE 6 IN. DIAM. LF. 1,020 16 RECONNECT EXISTING MISC. DRAIN EST. 1 $5,000 $5,000 Z7 GRAVEL BORROW FOR TRENCH BApCFIlL INCL. C.Y. 275 HAUL 18 CATCH BASIN TYPE 1 Eq(�-1 s 19 CATCH BASIN TYPE Z 48 IN. DIAM. EACH 3 20 CATCH BASIN INSERTS FOR SPILL CONTROL EACH 8 2I TESTTNG STORM SEWER PIPE L.F. 785 22 CL. V REINF. CONC. STORM SEWER PIPE 12 IN. L.F. S00 DIAM. 23 CL. V REINF. CONC. STORM SEWER PIRE 15 IN. LF. 45 DIAM. 24 Q. N REINF. CONC. STORP9 SEWER PIPE 18 IN. LF. 250 DIAM. 25 DUCTILE IRON STORM SEWER PiPE 12 IN. DIAM. L.F. 10 26 AOJUST CATCH BASIN TO GRADE EACH I1 � City of Federaf Way South 320th Street at 20th Aveaue South 'Intersection (mprovemertts Addendum No. 5 Page 23 RFB ll 13-I04 RFB ver_ 1-08 Mar+ch 2013 Item Bid Item Desa�iption Units Plan Unit Extender No. Prioe Amount 27 ROUNO IOCiQNG SOLiD COVER EACH 5 28 HEAVY DUTY MANHOLE FRAME ANO COVER EACH S 29 THROUGH CURB INLEf FRAME ANO GRATE WITH EACN 9 VERTICAL CURB 30 REPLACE DQSTING GRATE iNITH VANED GRATE EACH 1 31 PERMEABLE BALLASI" TON S10 32 CRUSHEO SURFAQNG BASE COURSE TOM 700 33 PLANING BITUMINOUS PAVFMENT S.Y. 1,900 34 HMA CL. 1/2 IN. PG b422 TON 475 35 HMA CL. 1 IN. PG 64-22 TON 925 36 ASPHALT COST PRICE ADJUSTMENT CALC 1 $1,000 $1,OOQ 37 TFMPORARY PAVEMENT TON 200 38 IRRIGATION SYSTEM L.S. 1 39 REPAIR AND RESTORATION OF PRIVAIE EST. 1 $5,000 �5,000 IRftIGATION 40 iNLET PROTECTION EACH 32 41 TOPSOIL TYPE A C.Y. 70 42 SEEDED LAWN INSTALLA7ION S.Y. 285 43 PSiPE ACER RUBRUM 'RED SUNSET MAPLE' 2 1/2" EACH 1'7 CAL 44 PSIPE PRUNUS LAUROCERASUS '07T0 LUYKEM S EACN 15 GALLON CONTAINER 45 ROOT BARRIER LF. 990 46 TREE GRATE EACH 2 47 BARK OR WOOD CHIP MULCH C.Y. 3 48 CEMENT CONC. iRAFFIC CURB AND GUTTER L.F. 1,250 . 49 CEMENT CONC. TRAFFIC CURB L.F. 450 50 TYPE C PRECAST TRAFFIC CURB L.F. 4b0 51 PAINT LINE LF. 3,200 52 PlASTIC CROSSWALK LINE S.F. 574 53 PlAS7IC STOP IINE �.F. 165 54 PiASTIC TRAFFIC ARROW EAqi 17 55 PLASTIC LINE L.F. 1,200 56 PERMANENT SIGNING LS. 1 57 CONSTRUCTION SIGNS CLASS A S.F. 160 58 BLACK VINYL COATED CHAIPt LINK FENCE TYPE 4 LF. I00 59 TRAFFiC CONTROL SUPERVISOR HOtJR 220 60 FLAGGERS AND SPOTfERS H�1R 1,OOd 61 OTHER TRAFFIC CONTR� LABOR HOUR 400 62 07NER TEMPORARY TRAFFIC CONTROL - L.S. 1 PEUESTRIAN 63 ILLUMINATION SYSTEM, COMP�fTE LS. 1 b4 TRAFFIC SIGNAL SYSfEM, S 320TH ST & 20TH L.S. 1 AVENUE S ■ City of Federai Way South 32tkh Street at 2(hh Avenue South ,Imersection Improvements Addendum No. 5 Page 24 ltFB f# 13-104 RFB ver. l-08 March 20t3 i� ' item Bid Item �escxiption Units Plan Unit Extended , No. Prioe Amount 65 DECORATNE ILLUMINATION SYSTEM, COMPLETE L.S. 1 56 FESTIVAL OUTLET SYSTEM, COMPLETE LS. 1 ' 67 INTERCONNECT SYSTEM, COMPLEfE L.S. 1 68 PROIECT TEMPORARY TRAFFiC CONTROL LS. 1 69 OFF DUTY UNIFORMED PE)LICE OFFICER fST. 2 $5,000 $5,000 ' 70 STRUCTURE DCCAVATION CLASS B INCI. HAUL GY. 700 71 SHORING OR DCTRA DCCAVATION CL�ISS B INCL S.F. 3,000 , HAUL 72 GRAVEL BACXFILL FOR PIPE ZONE BEDDING GY. 210 73 CbNSTRUC7ION GEOTEXiILE FOR UNDERGROUPID S.Y. 1,100 ' DRAINAGE 74 CONTROLLED DENSITY FILL C.Y. 20 75 LICENSED SURVEYING EST. 1 ¢10,000 #10,000 ' 76 STRUCTURE SURVEYING L5. 1 77 ROADWAY SURVEYING l.S. -- 1 78 CEMENT CONC. NRB RAMP EACH 11 � 79 CEMEIYT CONC. SIDEINALK S.Y. 1,175 80 GRAVITY BLOCK WALL S.F. 1,100 81 CONNECTION TO DQSTING DRAINAGE EACH 9 ' S�iRUCTURE 82 CLfANING EXISTING DRAINAGE STRUCTURE LS. 2 ' 83 ROADSIDE CLEANUP EST. 1 $5,000 �5,000 84 HEALTH AND SAFEiY PLAN LS. 1 85 FA-SITE CLEANUP OF BIO. AND PHYSICAL EST. 1 $1,000 #1,000 ' HAZARDS 86 MINOR CHANGE CALC 1 $5Q,000 $50,000 87 SPCC PLAN L.S. 1 , 88 RESOLUIION OF llTILITY CONFLiCTS EST. 1 $5,000 $5,000 89 UTiLiiY POTHOLING EST. 1 $5,000 �5,000 90 SUS SHELTER FOOTING LS. -1 , 91 AS-BUILT SURVEY AND RKORD DRAWINGS LS. 1 92 lYPE B PROGRESS SCHEDULE (MIN BID #5,�0) LS. 1 ' 93 EXTEND PEDESTRIAN HAN�RAIL L.S. ! 94 DRAIN PIPE 4 IN. DIAM. L.F. 328 TOTAL PROJECT COST � (bid Items i�dude sales tax) � ' , , City of Federal Way South 320th Street at 20th Avenue South '[nEersection tmprovements Addendum No. 5 Page 25 RFB # 13-104 itFB ver. I -08 March 20I3 South 320th Street at 20t" Avenue South Intersection Improvements Project RFB 13-104 Addendum No. 4 March 20, 2013 ATTENTION: All Bidders and Planholders You are hereby notified that in Addendum No. 3, the Bid and Contract Documents are amended as follows: A. SPECIAL PROVISIONS � Revise the fifth paragraph of Section 8-20.1 to say: This work shall also include removing the existing traffic signal system components noted for removal but not covered under Section 2-02.3 and portions of the existing illumination system. BID OPENING The bid opening date has not changed. All bidders are required to acknowledge receipt of this addendum on page 22 of the Bid Form. Failure to do so may cause rejection of the bid. CITY OF FEDERAL WAY John R. Mulkey P.E. Street Systems Project Engineer , ' ' 1 , ' , ' ' ' ' ' 1 ' � � � ' 1 South 320th Street at 20th Avenue South Intersection Improvements Project RFB 13-104 Addendum No. 3 March 19, 2013 ATTENTION: All Bidders and Planholders You are hereby notified that in Addendum No. 3, the Bid and Contract Documents are amended as follows: A. B. ATTACHMENT C - BID SCHEDCULE Replace Attachment "C" Bid Schedule (pages 23 to 25) with the attached revised Bid Schedule. The bid schedule was revised to reflect the following: • The Unit cost for Bid Item 36 — Asphalt Cost Adjustment has had a Unit Cost and Extension added in to the Bid Schedule for bidding purposes. • A new Bid Item has been added — Bid Item No. 94 —"Type B Progress Schedule (Min. Bid $5,000)" per Special Provision 1-02.6. • A new Bid Item has been added — Bid Item No. 95 —"Extend Pedestrian Handrail" per the new Special Provision 8-32. • A new Bid Item has been added — Bid Item No. 96 —"Drain Pipe 4 In. Diam." per the revised Special Provision 7-01. SPECIAL PROVISIONS Add new Special Provision for section 5-043(3)A 5-04.3(3)A Material Transfer DeviceNehicle Delete this Section in its Entirety Replace Section 7-01 of the Special Provision with the revised Special Provision for Section 7-01 7-01 Drains 7-01.1 Description Section 7=01.1 is supplemented with the following: (January 11, 2013 ''"***") This work consists of reconnecting existing roof leaders, underdrains and footing drains from adjaceRt development or buildings to the nearest catch basin or suitable outfall point. This work shall also consist of connecting the drain pipe and underdrain pipe to the nearest catch basin. 7-01.4 Measuremerrt Section 7-01.4 is supplemented with the following: (January 11, 2013 *"**") No specific unit of ineasurement applies to the bid item "Reconnect Existing Misc. Drainn. � � , ' ' ^ �. "Drain Pipe 4 in. Diam.", per linear foot. 7-01.5 Payment Section 7-01.5 is supplemented with the following: (January 11, 2013 '``*"") "Reconnect Exis#ing Misc. Drain° shall be paid per force account and shall include all labor, tools, equipment, and materials necessary to re-establish miscellaneous drainage connections from existing roof leaders, underdrains and footing drains to suitable outFall point. Connections shali be made to the nearest catch basin as indicated on the plans or as approved by the Engineer. "Underdrain Pipe 6 In. Diam.°, per linear foo� This work shall also include connections to existing or proposed catch basins, which are considered incidental to this work. "Drain Pipe 4 In. Diam.", per linear foot This work shall include all labor, tools, materials, ' equipment, excavation, bedding, backfill, connecting the drain pipe to #he 4inch underdrain pipe behind the walls, any ductile iron sleeves under the walls, and connections to existing or proposed catch basins. The contractor sfiall provide the , connection details to the Engineer for review and approval. All this wo�lc shall be incidenta! to this item of work. ' , ' , ' ' ' Add new Special Provision for section 8-32 Add the following new section: 8-32 PEDESTRIAN RAILING (March 18, 2013 '"`'`''"'"`) &32.1 Description This work shall consist of fabricating and installing a steel pedestrian railing in conformance with the plans and as directed by the Engineer. This work shatl apply to the two handrails at the stainnray near the Buffalo Wild Wings restaurant for access to South 320th Street. 8-32.2 Mate�ials Material shall meet the requirements of City of Federal Way standard drawing number 3- 25 and the below sections of the Standard Specifications as a minimum. Commercial concrete 6-02.3(2)B Epoxy grout 6-02.3(20) Steel posts and rails shall match the existing handrails or as approved by the Engineer Paint shall consist of weather resistant primer and at least two coats of black paint to match the existing railing in accordance with industry standards All welds sqall be ground smooth and exposed pipe ends shall be de-burred and prese�t no sharp edges which could inflict injury if grasped. 8-32.3 Construction Requirements , The Con#ractor shall provide shop drawings for the proposed pedestrian railing system to be installed. This shall include, but not be limited to, the materials to be used, the const�uction procedures to be followed, the locations of any field cuts and welds, the , foundations to be used to secure the posts (e.g. cement concrete, or anchor system), and the paint and painting procedures to be followed. When connecting to existing railing, the ' t ' Contractor shall grind any paint off the existing rail system to accommodate welding of new railing. All welds shall be ground smooth. The steel post sleeves, if used, shall be securely placed in the hole or form prior to , pouring the concrete. The steel railing shali not be installed untii the concrete foundations have reached minimum strength. If steel post sleeves are used, the steel posts to be set in them shall be welded to the sleeve to ensure that the railing is secured in place. When , installing the railing, temporary blocking may be required to provide the required height until the epoxy grout, if used, has set. Bending shall be smooth and unifor►n with no visible kinking. , lJ , ' All railing and appurtenances shall be painted the same color 8-32.4 Measurement "Extend Pedestrian Handrail" per lump sum will not be measured. &32.5 Payment Payment wiA be made in accordance with Section 1-04.1 of the Standard Specifications for the following bid item in the Proposal: "Extend Pedestrian Handrail" per lump sum, shall be full compensation for the costs of all ' labor, tools, equipment, and materials necessary or incidental to cutting and removing the existing ' C. ' ' , , , , � ' ' PLANS Replace Sheet RP-1 (Sheet IS of 53) with the attached revised Sheet RP-l. This sheet was revised to provide for connection of the 6" under-dra.in under the pervious sidewalk to the storm water conveyance system. Replace Sheet RP-2 (Sheet 16 of 53) with the attached revised Sheet RP-2. This sheet was revised to provide for connection of the 6" under-drain under the pervious sidewalk to the storm water conveyance system. Replace Sheet RP-3 (Sheet 17 of 53) with the attached revised Sheet RP-3. This sheet was revised to provide for connection of the 6" under-drain under the pervious sidewalk to the storm water conveyance system. Replace Sheet WP-1 (Sheet 51 of 53) with the attached revised Sheet WP-1 This sheet was revised to provide for the connection of the 4" under-drain for the retaining walls to the storm water conveyance system. Replace Sheet WP-2 (Sheet 52 of 53) with the attached revised Sheet WP=2 This sheet was revised to provide for the connection of the 4" under-drain for the retaining walls to the storm water conveyance system. Replace Sheet WP-3 (Sheet 53 of 53) with the attached revised Sheet WP-3 This sheet was revised to provide for the connection of the 4" under-drain for the retaining walls to the storm water conveyance system. , � , ' D. BIDOPENING The bid opening date has not changed. ' All bidders are required to acknowledge receipt of this addendum on page 22 of the Bid Form. Failure to do so may cause rejection of the bid. � CITY OF DERAI. WAY ' John R. Muikey P.E. Street Systems Project Engineer � ' , � ' ' ' ' Attachment C South 320th Street at 20th Avenue South Intersection Improvements RFB No. 13-104 ADDENDUM No. 3 NOTE: Unit prices for ali items, all extensions, and the total amount bid must be shown. All entries must be typed or entered in ink. Schedule A: Roadway Work Unit Price Includes Sales Tax per Section 1-07.2(i) of the Standard Specifications Item Bid Item Description Units Pian Unit Extended No. Price Amourrt 1 MOBILIZAIION L.S. 1 2 REMOVAL OF STRUCTURE AND OBSTRUCTION L.S. 1 3 REMOVING DRAINAGE PIPE L.S. 1 4 REMOVING DRAINAGE STRUCTURE EACH 3 5 REMOVING CEMENT CONC. SIDEWALK S.Y. 1,200 6 REMOVING CEMENT CONC. CURB AND GtJTTER L.F. 1,800 7 SAWCUTTING S.F. 1,500 8 REMOVING PLASTIC LINE L.F. 2,280 9 REMOVING PLASRC TRAFFIC MARIQNG EACH 12 10 REMOVING TEMPORARY PAVEMENT MARIQNG L.F. 3,000 11 REMOVAL OF CONTAMINATED SOIL C.Y. 100 12 REMOVING MISCELLANEOUS TRAFFIC ITEM L.S. 1 13 REMOVAL AND RELOCATION OF DQSTING EST. 1 $25,000 $25,000 PRIVATE IMPROVEMENTS 14 ROADWAY DCCAVATION INCL. HAUL C.Y. 1,900 15 UNDERDRAiN PIPE 6 IN. DIAM. L.F. 1,020 lb RECONNECT EXISTING MISC. DRAIN EST. 1 $5,000 $5,000 i7 GRAVEI BORROW FOR TRENCH BACKFILL INCL. C.Y. 275 HAUL 18 CATCH BASIN TYPE 1 EACH 6 19 CATCH BASIN TYPE 2 48 IN. DIAM. EACH 3 20 CATCH BASIN INSERTS FOR SPILI CONTROL EACH 8 21 TESTING STORM SEWER PIPE L.F. 785 22 CL. V REINF. CONC. STORM SEWER PIPE 12 IN. L.F. 500 DIAM. 23 CL. V REINF. CONC. STORM SEWER PIPE 15 IN. L.F. 45 DIAM. 24 CL. IV REINF. CONC. STORM SEWER PIPE 18 IN. L.F. 250 DIAM. 25 DUCTlLE IRON STORM SEWER PIPE 12 IN. DIAM. L.F. 10 26 ADJUST CATCH BASIN TO GRADE EACH 11 City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements Addendum No. 3 Page 23 1Ct�t3 iF l3-lU4 RFB ver. 1-08 March 2013 Item Bid Item Description Units Plan Unit Extended No. Price Amount 27 ROUND LOCIQNG SOLiD COVER EACH 5 28 HEAVY DUTY MANHOLE FRAME AND COVER EACH 5 29 THROUGH CURB INLET FRAME AND GRATE WITH EACH 9 VERTICAL CURB 30 REPLACE �QSTING GRATE WITH VANED GRATE EACH 1 31 PERMEABLE BALLAST TON 510 32 CRUSHED SURFAQNG BASE COURSE TON 700 33 PLANING BITUMINOUS PAVEMENT S.Y. 1,900 34 HMA Cl. 1/2 IN. PG 64-22 TON 475 35 HMA CL. 1 IN. PG 64-22 TON 925 36 ASPHALT COST PRICE ADJUSTMENT CALC 1 $1,000 $1,000 37 TEMPORARY PAVEMENT TON 200 38 IRRIGATION SYSTEM L.S. 1 39 REPAIR AIdD RESTORATION OF PRNATE EST. 1 $5,000 $5,000 IRRIGATION 40 INLET PROTECTION EACH 32 41 TOPSOIL TYPE A C.Y. 70 42 SEEDED LAWN INSTALLATION S.Y. 285 43 PSIPE ACER RUBRUM 'RED SUNSET MAPLE' 2 1/2" EACH 17 CAL 44 PSIPE PRUNUS LAUROCERASUS 'OTTO LUYKEN' S EACH 15 GALLON CONTAINER 45 ROOT BARRIER L.F. 940 46 TREE GRATE EACH 2 47 BARK OR WOOD CHIP MULCH C.Y. 3 48 CEMENT CONC. TRAFFIC CURB AND GUTTER L.F. 1,250 49 CEMENT CONC. TRAFFIC CURB L.F. 450 SO TYPE C PRECAST TRAFFIC CURB L.F. 460 51 PAINT LINE L.F. 3,200 52 PLASTIC CROSSWALK LINE S.F. 574 53 PLASIIC STOP LINE L.F. 165 54 PLASTIC TRAFFIC ARROW EACH 17 55 PLASIIC LINE L.F. 1,200 56 PERMANENT SIGNING L.S. 1 57 CONSTRUCTION SIGNS CLASS A S.F. 160 58 BLACK VINYI COATED C�1AIN IINK FENCE TYPE 4 L.F. 100 59 TRAFFIC CONTROL SUPERVISOR HOUR 220 60 FLAGGERS AND SPOTTERS HOUR 1,000 61 Oli�iER TRAFFIC CONTROL LABOR HOUR 400 62 OTNER TEMPORARY TRAFFIC CONTROL - L.S. 1 PEDESTRIAN 63 ILLUMINATION SYSTEM, COMPLETE L.S. 1 64 TRAFFIC SIGNAL SYSTEM, S 320TH ST & 20TH L.S. 1 AVENUE S Ciry of Federal Way South 320th Street at 20th Avenue South Intersection Improvements Addendum No. 3 Page 24 RFB # 13-104 RFB ver. 1-08 March 2013 Item Bid Item Description Units Plan Unit Extended No. Price Amount 65 DECORATIVE ILLUMINATION SYSTEM, COMPLETE L.S. 1 66 FESTIVAL OUTLET SYSTEM, COMPLEfE L.S. 1 67 INTERCONNECT SYSfEM, COMPLETE L.S. 1 68 PROJECT TEMPORARY TRAFFIC CONTROL L.S. 1 69 OFF DUIY UNIFORMED POLICE OFFICER EST. 1 $5,000 $5,000 70 STRUCTURE DCCAVATION CLASS B INCL HAUL C.Y. 700 71 SHORING OR EXTRA DCCAVATION CLASS B INCL. S.F. 3,000 HAUL 72 GRAVEL BACKFILL FOR PIPE ZONE BEDDING C.Y. 210 73 CONSTRUCTION GEOTDCRIE FOR UNDERGROUND S.Y. 1,100 DRAINAGE 74 CONTROLLED DENSITY FILL C.Y. 20 75 LICENSED SURVEYING EST. 1 $10,000 $10,000 75 STRUCTURE SURVEYING L.S. 1 77 ROADWAY SURVEYING L.S. 1 78 CEMENT CONC. CURB RAMP EACH 11 79 CEMENT CONC. SIDEWALK S.Y. 375 80 GRAVITY BLOCK WALL S.F. 1,100 81 CONNECTION TO EXISTING DRAINAGE EACH 9 STRUCTURE 82 CLEANING DQSflNG DRAINAGE STRUCTIIRE L.S. 1 83 ROADSIDE CLEANUP EST. 1 $5,000 $5,000 84 HEALTH AND SAFETY PLAN L.S. 1 85 FA-STTE CLEANUP OF BIO. AND PHYSICAL EST. 1 $1,000 $1,000 HAZARDS 86 MINOR CHANGE CALC 1 $50,000 $50,000 87 SPCC PLAN L.S. 1 88 RESOLUTION OF UTlLITY CONFLICTS EST. 1 $5,000 $5,000 89 UTILITY POTHOLING EST. 1 $5,000 $5,000 90 PERVIOUS CONCREfE SIDEWALK S.Y. 80Q 91 PERVIOUS CONCRETE TESTING S.Y. 800 92 BUS SHELTER FOOTIN6 L.S. 1 93 AS-BUILT SURVEY AND RECORD DRAWINGS L.S. 1 94 TYPE B PROGRESS SCHEDULE (MIN BID $5,000) L.S. 1 95 EXTEND PEDESTRIAN HANDRAIL L.S. 1 96 DRAIN PIPE 4 IN. DIAM. L.F. 328 TOTAL PRO7ECT COST (bid Items indude sales tax) City of Federal Way South 320ttt Street at 20th Avenue South Intersection Improvements Addendum No. 3 Page 25 RFB # 13-104 RFB ver. 1-08 March 2013 � . , sE�nc� s. 3� 2� �. ��wt� � �, w �. — — _ --- — � --_— I —. � i i _ 1 � 1 f�l'B 4, �AflE EK 6RA$ I i��i � �A7E � O � �' S� � a#D 1 �"' � H SE�OIi �_ 15�flD J� .;'�%%�( aS`% k5i-fl0 �_ S7�t�iQ �� Q i— BEGi�t QR0:9BC�= 4 S 7 i! ( Ui W 8EG1ii C�� S SFA. 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ATTACHMENT B- BID FORM R�lace Attachment "B" Bid Form (pages 21 and 22) with the attached revised Bid Form. ' The bid schedule was revised to re�lect the following: • Elimination of separate schedules listed. Only one schedule of work to be used for total , bid amount. B. BIDOPENING ' The bid opening date has not changed. ' All biddets are required to acknowledge receipt of this addendum on page 22 of the Bid Form. Failure to do so may cause rejection of the bid. ,CITY D WAY 1�� R Mulkey P.E. Street Systems Project Engineer 1 ' � ' � ' 1 Attachment B BID FORM CiTY OF FEDERAL WAY South 320th Str+eet at 20th Avenue South Intersection Improvements BID FORM AODENDUM No. 2 ' Bidder: Date: ' r-,I � � ' � ' ' ITEM BID AMOUNT TOTAL BID AMOUNT $ (includir�g Washington State sales tax, all other ovemment taxes, assessments and char es To Gty Councii Members Gty 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 South 320th Street at 20th Avenue South Intersection Improvements� and other documents relating thereto, the undersigned has carefully examined aN of the bid and contract documents as the premises and conditions affecting the delivery, supply and maintenance of South 320th Street at 20th Avenue South Intersection Improvements, and hereby proposes to furnish ali 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 arxi charges as required by law. ' The �-equired 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 iiquidated damages in the event this bid is accepted ' by the City within forty-five (45) calendar days after the day of the bid opening and the undersigned fails to execute the South 320th Street at 20th Avenue South Intersecction improvements Public Works Contract and to provide the required certificate of insurance to the ' Ciijr, under tfie conditions thereof, within ten (10) calendar days after the Notice of Award; otherwise said Bid Security will be returned to the undersigned. ' 1 � Bond or Certified Check City of Federal Way South 320th Sueet at 20th Avenue South Intersection Improvements Addendum No. 2 Page 21 Dollars ($ ) RFB # i3-104 RFB ver. 1-08 February 2013 i� . The Bidder shal! complete this entire Bid Form or this bid may be considered non-respon�ve. The City may correct obvious mathematicai errors. The Gty of Federal Way reserves the right to reject any and afl bids, waive any infnrmalities or minor irregularities in the bidding, and determine v+fiich bid or bidder meets the criteria set forth in the bid documents. Receipt of the following Addendums is hereby acknowledged: Addendum No. Date issued: Addendum No. _ Date Issued: Addendum No. _ Date Issued: Corporation/Partnership/Individual (De%te Two) Bidders State License No. Bidder's State Tax No. City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements Addendum No_ 2 Firm Name Signature Title Page 22 RFB # 13-104 RFB ver. 1-08 Febtuary 2013 �► . ' .' t 1 South 320t� Street at 20th Avenue South Intersection Improvements Project RFB i3-104 Addendum No. 1 March 4, 2013 ' AT'TENTION: All Bidders and Planholders You are hereby notified that in Addendum No. 1, the Bid and Contract Documents are amended as follows: I ' ( ' I ' I t I ' A. BID SCHEDULE Replace Attachment "C" Bid Schedule with the attached revised Bid Schedule. The bid scheduie was revised to reflect the following: • The unit prices and incorrect extensions were erroneously placed in most of the bid unit costs: These were removed leaving only those identifial items with unit cost and extension amounts included per the Special Provisions. B. BIDOPENING The bid opening date has not changed. All bidders are required to acknowledge receipt of this addendum on page 22 of the Bid Form. Failure to do so may cause rejection of the bid. ' CTTY F EDERAL WAY , � John R. Mulkey P.E. ' Street Systems Project Engineer I 1 1 ' I ' I ' 1 � � __� � � Aitachment C South 320th Street at 20th Avenue South Intersection Improvements RFB No. 13-104 ADDENDUM No. 1 NOTE: Unit prices for all items, ail extensions, and the total amount bid must be shown. All entries must be typed or entered in ink. Schedule A: Roadway Work Unit Price Includes Sales Tax per Section i-07.2(1) of t�e Standard Specifications Item 6id Item Description Units Plan Unit Extended No. Price Amount 1 MOBILIZATION L.S. 1 2 REMOVAL OF STRUCTIIRE AND OBSTRUCTION L.S. 1 3 REMOViNG DRAINAGE PIPE L.S. 1 4 REMOVING DRAINAGE STRUCTURE EACH 3 5 REMOVING CEMENT CONC. SID�UUALK S.Y. 1,200 6 REMOVING CEMENT CONC. CURB AND GUTTER L.F. 1,800 7 SAWCUTfING S.F. 1,500 8 REMOVING PLASTIC LINE L.F. 2,280 9 REMOVING PLASTIC TRAFFIC MARKING EACH 12 10 REMOVING TEMPORARY PAVEMENT MARKING LF. 3,000 11 REMOVAL OF CONTAMINATED SOIL C.Y. 100 12 REMOVING MISCELLANEOUS TRAFFIC ITEM L.S. 1 13 REMOVAL AND RELOCATION OF EXISTING EST. 1 $25,000 $25,000 PRIVATE IMPROVEMENTS 14 ROADWAY EXCAVATION INCL. HAUI C.Y. 1,900 15 UNDERDRAIN PIPE 6 iN. DIAM. L.F. 1,020 16 RECONNECT DCISTING MISC. DRAIN EST. 1 $5,000 $5,000 17 GRAVEL BORROW FOR TRENCH BACKFILL INCL. C.Y. 275 HAUL 18 CATCH BASIN TYPE 1 EACN 6 19 CATCH BASIN TYPE 2 48 IN. DIAM. EACH 3 20 CATCH BASIN INSERTS FOR SPILL CONTROL EACM 8 21 TESTING STORM SEWER PIPE L.F. 785 22 CL. V REINF. CONC. STORM SEWER PIPE 12 IN. L.F. 500 DIAM. 23 CL. V REINF. CONC. STORM SEWER PIPE 15 IN. L.F. 45 DIAM. 24 CL. IV REINF. CONC. STORM SEWER PIPE 18 IN. L.F. 250 DIAM. 25 DUCTILE IRON STORM SEWER PIPE 12 iN. DIAM. L.F. 10 26 ADJUST CATCH BASIN TO GRADE EACH 11 City of Federal Way South 320th Street at 20th Avenue South intersection Improvements Page 23 RFB # 13-104 RFB ver. 1-08 February 2013 Item Bid Item Description Units Plan Unit Extended No. Price Amount 27 ROUND LOCKING SOLID COVER EACH 5 28 HEAVY DUTY MANHOLE FRAME AND COVER EACH 5 29 THROUGH CURB INLET FRAME AND GRATE WITH EACH 9 VERTICAL CURB 30 REPLACE EXISTING GRATE WITH VANED GRATE EACH 1 31 PERMEABLE BALLAST TON 510 32 CRUSHED SURFACING BASE COURSE TON 700 33 PLANING BITUMINOUS PAVEMENT S.Y. 1,900 34 HMA CL. 1/2 IN. PG 64-22 TON 475 35 HMA CL. 1 IN. PG 64-22 TON 925 36 ASPHALT COST PRICE AD]USTMENT CALC 1 37 TEMPORARY PAVEMENT TON 200 38 IRRiGATlON SYSTEM L.S. 1 39 REPAIR AND RESTORATION OF PRIVATE EST. 1 �5,000 $5,000 IRRIGATION 40 INLET PROTECTION EACH 32 41 TOPSOIL TYPE A C.Y. 70 42 SEEDED LAWN INSTALLATiON S.Y. 285 43 PSiPE ACER RUBRUM 'RED SUNSET MAPLE' 2 1/2" EACH 17 CAL 44 PSiPE PRUNUS LAUROCERASUS 'OTTO LUYKEN' S EACH i5 GALLON CONTAINfR 45 ROOT BARRIER L.F. 940 46 TREE GRATE EACH 2 47 BARK OR WOOD CHIP MULCH C.Y. 3 48 CEMENT CONC. TRAFFIC CURB AND GUTfER LF. 1,250 49 CEMENT CONC. TRAFFIC CURB LF. 450 50 TYPE C PRECAST TRAFFIC CURB l.F. 460 51 PAINT LINE L.F. 3,200 52 PLASTIC CROSSWALK LINE S.F. 574 53 PLASTiC STOP LINE L.F. 165 54 PLASTIC IRAFFIC ARROW EACH 17 55 PLASTIC LI�VE L.F. 1,200 56 PERMANENT SIGNING LS. 1 57 CONSTRUCTION SIGNS CLASS A S.F. 160 58 BIACK VINYL COATED CHAIN LINK FENCE TYPE 4 L.F. 100 59 TRAFFIC CONTROL SUPERVISOR HOUR 220 60 FLAGGERS AND SPOTTERS HOUR 1,000 61 O?HER TRAFFIC CONTROL LA80R HOUR 400 62 OTNER TEMPORARY TRAFFIC CONTROL - L.S. 1 PEDESTRIAN 63 ILLUMINATION SYSTEM, COMPLETE L.S. 1 64 TRAFFIC SIGNAL SYSTEM, S 320TH ST & 20TH L.S. 1 AVENUE S 65 DECORATIVE ILLUMINATION SYSTEM, COMPLEfE L.S. 1 City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. i-08 Intersection Improvements Page 24 February 2013 Item Bid Item Description Units Plan Unit Extended No. Price Amount 66 FESRVAL OUTLET SYSTEM, COMPLETE l.S. 1 67 INTERCONNECT SYSTEM, COMPLEfE L.S. 1 68 PROJECT TEMPORARY TRAFFIC CONTROL L.S. 1 69 OFF DUTY UNIFORMED POLICE OFFICER EST. 1 $5,000 $5,000 70 STRUCIURE EXCAVATION CLASS B INCL. HAUL C.Y. 700 71 SHORING OR EXTRA DCCAVATION CLASS B INCL. S.F. 3,000 HAUL 72 GRAVEL BACKFItL FOR PIPE ZONE BEDDING C.Y. 210 73 CONSTRUCTION GEOTD(TILE FOR UNDERGROUND S.Y. 1,100 DRAINAGE 74 CONTROLLED DENSITY FILL C.Y. 20 75 LICENSED SURVEYiNG EST. 1 $10,000 �10,000 76 STRUCiURE SURVEYING L.S. 1 77 ROADWAY SURVEYING L.S. 1 78 CEMENT CONC. CURB RAMP EACN 11 79 CEMENT CONC. SIDEWALK S.Y. 375 80 GRAVITY BLOCK WALL S.F. 1,100 81 CONNECTION TO DQSTING DRAINAGE EACH 9 STRUCTURE 82 CLEANING EXISTIIVG DRAINAGE STRUCTURE L.S. 1 83 ROADSIDE CLEANUP EST. 1 $5,000 $5,000 84 HEALTH AND SAFEIY PLAN l.S. 1 85 FA-SITE CLEANUP OF BIO. AND PHYSICAL EST. 1 $1,000 $1,000 HAZARDS 86 MINOR CHANGE CALC 1 $50,000 $50,000 87 SPCC PLAN L.S. 1 88 RESOLUTION OF UTILITY CONFLICTS EST. 1 $5,000 $5,�0 89 UTILITY POTHOLING EST. 1 $5,000 $5,000 90 PERVIOUS CONCREfE SIDEWALK S.Y. 800 91 PERVIOUS CONCRETE TESTING S.Y. 800 92 BUS SHELTER FOOTING L.S. 1 93 AS-BUILT SURVEY AND RECORD DRAWINGS L.S. 1 TOTAL PR07ECT COST (bid Items include sales tax) City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 25 February 2013 TABLE OF CONTENTS PAGE PUBLIC NOTICE — REQUEST FOR BIDS .......................................................................1 BIDDER'S CHECKLIS't' .................................................................................................3 SECTION 1: INSTRUCTIONS TO BIDDERS ..............:....................................................5 SEC7'ION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS .............................12 NO BID RESPONSE FORM (Attachment A) ................................................................19 BID FORM (Attachment B) ........................................................................................21 BID SCHEDULE (Attachment C) ................................................................................23 BID SIGNATURE PAGE (Attachment D) .....................................................................27 BID BOND FORM (Attachment E) ..............................................................................29 SUBCONTRACTOR LIST (Attachment F) ....................................................................31 COMBINED AFFIDAVIT AND CERTIFICATION FORM (Attachment G) .......................33 CONTRACTOR'S COMPLIANCE STATEMENT (Attachment H) .....................................35 PUBLIC WORKS CONTRACT (Attachment I) ..............................................................37 (with F�chibits A-H and Appendixes as attached) Exhibit A Notice of Completion Exhibit B Contract Change Order Agreement Exhibit C Contractor's Retainage Agreement Exhibit D Retainage Bond to the �ty of Federal Way Exhibit E Notice to Labor Unions of Other Employment Organizations Nondiscrimination in Employment Exhibit F Certificate(s) of Insurance Exhibit G Performance/Payment Bond Exhibit H Title VI Assurances AMENDMENTS TO THE STANDARD SPECIFICATIONS ............................ GREEN PAGES SPECIAL PROVISIONS .............................................................................. BLUE PAGES STAPIDARD PLANS AND DETAILS ........................................................... WHITE PAGES PREVAILING WAGES AND BENEFIT CODE KEY (Appendix A) ................... PINK PAGES KING COUNTY METRO TRANSIT STANDARDS (Appendix 6) .................. WHITE PAGES City ofFederal Way - RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page i February 2013 WSDOT STANDARD PLANS (Appendix C) ............................................... WHITE PAGES FEDERAL WAY STANDARD DRAWINGS (Appendix D) ............................ WHITE PAGES GEOTECHNICAL BORING LOGS (Appendix E) ........................................ WHITE PAGES NIGHT AND WEEKEND WORK WAIVER (Appendix F) ............................ WHITE PAGES City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements Page ii !J CJ ' �J RFB # 13-104 ' RFB ver. 1-08 February 2013 LJ CITY OF FEDERAL WAY REQUEST FOR BIDS South 320th Street at 20th Avenue South Intersection Improvements RFB # 13-104 SUBMITTAL OF SEALED BIDS: Notice is hereby given that the City of Federal Way, Washington, wifl receive sealed bids through March 21, 2013, until 11:00 a.m., at the City Hall Purchasing Office or by US Mail at �ty of Federa) Way, Purchasing O�ce, 33325 8th Avenue South, Federal Way, Washington 98003. Proposals received after 11:00 a.m. on said date will not be considerecf. BID OPENING: All bids will be opened and read publicly aloud at 11:10 a.m. on Thursday, March 21, 2013, at C'ity Council Chambers, 33325 8th Avenue South, Federal Way, Washington, for this RFB. All bid proposals shall be accompanied by a bid deposit by a cashier's or certified check, or Bid Bond in an amount equal to five percent (5%) of the amount of such bid proposal. Should the successful bidder fail to enter into a contract and furnish satisfactory Performance Bond within the time stated in the specifications, the bid deposit or bond shall be forfeited to the City of Federal Way. DESCRIPTION OF WORK: This project shall consist of: The addition of a second left-turn lane in each direction of South 320th Street. Each tum lane will have 250 feet of storage. Work will include utility relocation; storm drainage; paving; curb, gutter & sidewalk, street lighting; traffic signal replacement; signing; channelization; and landscaping. The Contractor shall complete all work within 140 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 �ty of Federal Way. Bid documents may be obtained from the Purchasing Department at (253) 835-2526. Any questions concerning the description of the work contained in the contract documents must be directed to John Mulkey, P.E., Street Systems Project Engineer, by facsimile at (253) 835-2709, or by letter addressed to ]ohn Mulkey, P.E., Street Systems Project Engineer prior to bid opening date. PURCHASE OF BID DOCUMENTS: Bidders may purchase copies of the Bidding Documents (half-size plans) in person, or by mailing a Twenty-Fve and no/100 Dollars ($25.00) (non-refundable) check or cashiers' check payable to the �ty of Federal Way, 33325 8th Avenue South, Federal Way, WA 98003-6325, phone (253) 835- 2526. If purchasing by mail, please indicate your request for Bidding Documents for RFB #13-104, South 320th Street at 20th Avenue South Intersection Improvements. Informational copies of maps, plans, and specifications are available for review at the Public Works Department, Federal Way City Hall, 33325 8"' Avenue South, Federal Way, Washington. - Bidding fJocuments are also available for review at the following Plan Centers: Daily ]ournal of Commerce, Attn: Plancenter.com, 83 Columbia St, Suite 200, City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 1 February 2013 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-washington is�ftcom The City, in accordance with Title VI of the �vil 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 Transpartation 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 rnntracts. The Contractor will be required to comply with all local, State, and Federal laws and regulations pertaining to equal employment opportunities. The �ty 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 Notic� to Proc�ea; the Contractor must complete all work under this project within 140 working days. RESERVATION OF RIGHTS: The City of Federal Way reserves the right to reject any and all bids, waive any informalities or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. No bidder may withdraw his bid after the hour set for the opening thereof unless the award is delayed for a period exceeding thirty (30) days. Dated the 22nd day of February, 2013. Dates of Publication: Daily Journal of Commerce: February 22, 2013 March 1, 2013 Federal Way Mirror: February 22, 2013 March 1, 2013 City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements Page 2 RFB # 13-104 � RFB ver. 1-08 February 2013 ' I BIDDER'S CHECKLIST The bidder's attention is especially called to the following forms, which must be executed in full as required and submitted as part of the bid. Failure to comply shall result in rejection of any bid not so complying. ❑ Bid rm (Attachment B) The Bid Form shall be completed and fully executed, including filiing in the total bid amount. ❑ Bid Schedule (Attachment C) The unit prices shall be set forth in the space provided. ❑ Bid Signature Page (Attachment D) The Bid Signature Page shall be filled in and fully executed by the bidder. � n Bid Bond Form (Attachment E) This form is to be executed by the bidder and the surety company unless a certified chedc 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 Comu{iance Statement (Attachment H) n ❑� The Contractor's Compliance Statement shall be filled in and fully executed by the bidder. Contractor's Certificate of Rec�istration The bidder shall provide a copy of Contractor's current registration with the State of Washington. Contract�r's State Identification Numbers The bidder shall provide a copy of Contractor's current state unified business identifier number and, as applicable, an employment security department number and state excise tax registration number. City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 3 February 2013 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 S 320"' Street at 20"' Avenue S Intersection Improvements Public Works Contract ("Contract'� from these Bid Documents. ❑ Contractor's Retainag�Agreement or Retainage Bond (Exhibit C or D) The successful bidder will fully execute and deliver to the City the Contractor's Retainage Agreement or Retainage Bond. ❑ Notice to Labor Unions or Other Emulovment Oraanizations Nondiscrimination in Employment (E�chibit E) If this applies, the successful bidder will sign and post copies of this Notice in conspicuous places available to employees or applicant for employment. � ❑■ � Certificate of Insurance (Exhibit F) The successful bidder will provide a Certificate of Insurance evidencing the insurance requirement set forth in the Contract. Performance/Paymer�t Bond (Exhibit G) The successful bidder will provide a fully executed Performance/Payment Bond as appropriate. Business License The successful bidder will provide a copy of a current Business License with the �ty of Federal Way. City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements Page 4 RFB # 13-I04 � RFB ver. 1-08 February 20I3 , I SECTION 1• INSTRUCTIONS TO BIDDERS i-1 Time and Place for Submission and Opening of Bids Sealed bids must be submitted by 11:00 a.m. tocal time on March 21, 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 March 21, 2013, at 11:10 a.m. local time. The City's Purchasing Coordinator must receive the sealed bid before the time and date specified in order to be considered. Telex or facsimile bids will not be accepted. The bidder accepts all risks of late delivery of mailed bids or of misdelivery regardless of fault. Late bids will be returned unopened. If, after reviewing this document the bidder chooses not to submit a bid, the bidder may complete and return the "No Bid Response Form" provided as Attachment "A" by the date and time indicated above. 1-2 Bid Form Bids shall be made on the "Bid Form", Attachment "B" issued by the City as part of these contract documents, without reservation or amendment. Bids must be typewritten or printed in ink. Upon completion, the Bid Form and the bid bond or certified check and any requested information sha{I be placed in a sealed envelope. On the outside of the envelope, place the bid name, bid number and the time bids are due. 1-3 Bid Signature All bids shall give the totat 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 Ciry 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 RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 5 February 2013 1-5 Modification of Bid 1-6 1-7 A modification of a bid already received will be considered only if the modification is received prior to the time announced for bid opening. All malifications shall be made in writing, executed and submitted in the same form and manner as the original bid. Examination of Bid and Contract Documents — Bidder Responsibifities 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 federat, 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 exarnine 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 orat 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 indude acknowledgment of receipt and review of all addenda issued during the bidding period on the Bid Form. 1-9 Bid Price The bid price shall indude everything necessary for the completion of the contract including, but not limited to, furnishing all materials, equipment, tools, freight charges, facilities and all management, superintendence, labor and service, except as may be provided otherwise in the contract documents. All Washington State sales tax and all other government taxes, assessments and charges shall be included in the various Bid item prices as required by law. The offer shall remain in effect ninety (90) days after the bid opening. In the event of a discrepancy between a unit price and an extended amount and/or the total price, the unit price will govern and the extended amount and/or total price will be corrected accordingly. However, downward correction of a bid, which would displace the apparent low bidder, will only be permitted if the error made and the intended bid price can be determined solely from the bid documents. City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements Page 6 ' , � ' � , , 'I �I ,I _ � I �I 'I 'I RFB # 13-104 ' RFB ver. 1-08 February 2013 �� 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 �ty resenres the right to reject any bid for any reason including, but not limited to, the following: any bid which is incomplete, obscure, irregular or lacking necessary detail and specificity; any bid which omits a price on any one or more items on the Bid Form and Bid Schedule; any bid in which prices are unbalanced in the opinion of the City; any bid accompanied by insufficient or irregular bid bond; any bid from bidders who (in the sole judgment of the City) lack the qualifications and/or responsibility necessary to perform the work after considering the elements in Section 1-14.B; any bid for which a bidder fails or neglects to complete and submit any qualifications information within the time specified by the �ty and as may be otherwise required herein; and, any bid submitted by a bidder who is not registered or licensed as may be required by the laws of the State of Washington. B. The city further reserves the right to reject any portion of any bid and/or to reject all bids. In consideration for the City's review and evaluation of its bid, the bidder waives and releases any claims against the City arising from any rejection of any or all bids. 1-12 Alterations to Documents Prohibited Any addition, limitation or provision attached to the bid may render it informal or nonresponsive and cause its rejection. Alteration by erasure or interlineations must be explained or noted in the bid form over the signature of the bidder. No oral, telegraphic or telephonic bids or modifications will be considered. 1-13 Disqualification of Bidder If, in the opinion of the City, there is reason to believe that collusion exists among bidders, none of the bids of the participants in such collusion will be considered. All bidders are required to submit the Affidavit of Non-Collusion (Attachment G) with their bids. 1-14 Evaluation of Bids It is the intent of City to award a contract to the lowest responsive bid by a responsible bidder as evaluated by the �ty. The bidder may be required by the City to submit documentation demonstrating compliance with the criteria. A. Responsiveness — The bidder must complete all required forms and bid documents and provide all required and requested information. Refusal to provide such information may cause the bid to be rejected. The City will consider all the material submitted by the bidder to determine whether the bid is in compliance with the bid terms and documents and resp�nsive to the requested work. City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 7 February 2013 B. Responsibility — The City will consider all the material submitted by the bidder, and other evide�nce 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 rnntractor 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 RCVV; ii. Have a Washington Employment Security Department number, as required in Title 50 RCV1l; iii. Have a Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW; d. Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). 2. Supplemental Bidder Responsibility Criteria a. The bidder shall not have a record of excessive claims filed against the � c. retainage, payment, or performance bonds for public works projects during the previous three years, that demonstrate a lack of effective management by the bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances acceptable to the City. The bidder shall have a reasonable history of successfully completed projects of a similar size and scope as required by the rnntract documents for this project. The City will evaluate whether the projects were "successfully completed" and of a"similar size and scope." The bidder shall have evidence that it is able to begin and complete the work, and complete it in a timely fashian. 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 �ty 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 pubtic works projects completed within the previous three years and include for each project the following information; the owner and contact information for the owner; a list of claims filed against the retainage, payment, or performance bond for any of the projects listed; a written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. b. The bidder shall submit a list of projects of similar size and scope to this project and include information about each project, including the following: the owner and contact information for the owner; the awarded contract amount; the final contract amount; a description of the scope of the project City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements Page 8 RFB # 13-104 ' RFB ver. 1-08 February 2013 '� c. 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. 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 bid'der'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 finat determinatror� affirms that the bidder is not responsible, the City will not execute a contract with any other bidder until two business days after the bidder determined to be not responsible has received the final determination. C. Lowest Bid — The lowest bid shatl 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 �ty 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 rnntract. 1-15 Procedures When Only One Bid is Received In the event only a single responsive bid is received, the City reserves the right to conduct a price and/or cost analysis of such bid. The sole bidder shall provide such information, data and other documentation as deemed necessary by the City for such analysis. The City reserves the right to reject such bid. 1-16 Bid Documents Bidders are required to submit with the bid package the following: A. AttachmentA— No Bid Response Form, if applicable. B. Attachment B— Bid Form. C. Attachment C— Bid Schedule. D. AttachmentD— Bid Signature Page. E. A[tachment E— Bid Bond Form. City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 9 February 2013 F. Attachment F— Subcontractor List. (May Not Apply) G. Attachment G— Combined Affidavit and Certification Form. H. Attachment 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 � has no direct or indirect pecuniary or proprietary interest, that it shall not acquire any interest which conflicts in any manner or degree with the work, services, equipment or materials required to be performed and/or provided under this contract and that it shall not employ any person or agent having any such interests. In the event that the Contractor or its agents, employees or representatives hereafter acquires such a conflict of interest, it shall immediately disclose such interest to the �ty and take action immediately to eliminate the conflict or to withdraw from this contract, as the City may require. B. Continaent 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 or a letter of credit for a like amount. The check or bond shall be payable to the City; it shall be forfeited as fixed and liquidated damages in case the bidder fails, neglects or refuses to enter into a contract for the faithful performance of said work (induding the providing of any evidence of insurance and/or performance bond required herein), in the event the contract is awarded to them, within ten (10) days after the award is made. If a bid bond is submitted in lieu of a check, it shall be executed by a corporate surety authorized to transact business in the State of Washington and in the form prescribed in Attachment E, "Bid Bond". If a letter of credit is offered in lieu of a chedc or bidders bond, it shall be issued as an irrevocable documentary tetter of credit drawn on a banking institution licensed to do business in the State of Washington. The letter of credit shall include instruction and provisions prescribed in Attachment E, "Bid Bond". Any questions as to the qualification of the banking institution or instruction shall be submitted to the City at least ten (10) days prior to the bid submittal date. The check, bidder's bond or letter of credit shall be attached to the bid form. City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements Page 10 �� 'I �I RFB # 13-104 � RFB ver. 1-08 February 2013 ' 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 Perfo�`mance/Payment Bond (Exhibit G) attached to the Public Works Contract and deliver it to the City fully executed by the bidder and a surety company in the amount of one hundred percent (100%) of the contract price as security for the faithful performance of the work including the payment of all persons furnishing materials and performing labor on the work and all payments arising from the performance of the work due the State of Washington pursuant to Titles 50 and 51 RCW. Such bond must be executed by a duly licensed surety company, which is registered with the Washington State Insurance Commissioner, and the surety's name shall appear in the current Authorized Insurance Company List in the Sate of Washington, published by the Office of the Insurance Commissioner. The scope of the Performance/Payment Bond (Exhbit G) shall in no way affect or alter the liabilities of the Contractor to the City under Section 8��Indemnification" of the Public Works Contract. The City may require the surety company to appear and qualify itself upon the bond. If, at any time, the City determines in its sole judgment that the surety company is insufficient, the City may require the Contractor to furnish additional surety in form and arrangement satisfactory to the City and in an amount not exceeding that originally required. The Contractor shall submit a perFormance bond complying with the requirements of this paragraph within ten (10) days after the award is made. Payments will not be made on the Contract until sufficient surety as required is furnished. 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, how�ver, that in no event shall a protest be considered if all bids are rejected or af�er the award of this contract. B. In order to be considered, a protest shall be in writing and shall include: (1) the name and address of the aggrieved person; (2) the RFB number and contract title under which the protest is submitted; (3) a detailed description of the specific grounds for protest and any supporting documentation; and (4) the specific ruling or relief requested. The written protest shall be addressed to: City of Federal Way Federal Way, Washington 98003-6325 City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 11 February 2013 Attention: Bid Protest -- South 320th Street at 20th Avenue South Intersection Improvements RFB # 13-104 C. Upon receipt of a written protest, the City will promptly consider the protest. The City may give notice of the protest and its basis to other persons, including bidders involved in or affected by the protest; such other persons may be given an opportunity to submit their views and relevant information. If the protest is not resolved by mutual agreement of the aggrieved person and the �ty, 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 prompHy 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 appeaf and shall be final and conclusive. D. Failure to comply with these protest procedures will render a protest untimely or inadequate and shall result in rejection thereof by the City. SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS 2-1 Administration This contract will be between the C,ity and the Contractor who will be responsible for delivering all equipment and pertorming all work and services described herein. The City is not party to defining the division of work between the Contractor and the Contractar'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 �ty. The Contractor's performance under this contract will be monitored and reviewed by John Mulkey, P.E., Street Systems Project Engineer. Questions by the Contractor regarding interpretation of the terms, provisions and requirements of this contract shall be addressed to John Mulkey, P.E., Street Systems Project Engineer, for response. 2-2 Proof of Compliance with Contract� In order that the City may determine whether the Contractor has complied with the requirements of the mntract documents, the Contractor shall, at any time when requested, submit to the City properly authenticated documents or other satisfactory proofs as to the Contractor's compliance with such requirements. 2-3 Contract Documents and Precedence The documents embodying the legally binding obligations between the City and the Contractor for completion of the work consist of the following: The City's Request for Bid, Bid Form, Bid Signature Page, Instructions to Bidders, Bid Bond, South 320th Street at 20�' Avenue South Intersection Improvements Contract, General Contractual Terms and City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements Page 12 r� �_ � � RFB # 13-104 � RFB ver. 1-08 February 2013 ' 2-4 2-5 Conditions, Contractor's Compliance Statement, Combined Affidavit and Certification Form, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Contractor's Retainage Agreement attached as Exhibit C, Retainage Bond to City of Federal Way attached as Exhibit D, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit E, Certificate(s) of Insurance Form attached as Exhibit F, Performance/Payment Bond attached as Exhibit G, Title VI Assurances attached as Exhibit H, 2012 WSDOT Standard Specifications for Road, Bridge and Municipal construction, Amendments to the Standard Specifications, South 320�' Street at 20"' Avenue South Intersection Improvements Special Provisions, current Prevailing Wage Rates attached as Appendix A, King County Metro Transit Standards attached as Appendix B, WSODT Standard Plans attached as Appendix C, Federal Way Standard Drawings attached as Appendix D, Geotechnical Boring Logs attached as Appendix E, Construction Stormwater General Permit attached as Appendix F, 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 t� 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 wilf not be binding on the �ty unless confirmed in writing by the City. Except as provided herein, no order, statement, or conduct of the City will be treated as a change hereunder or will entitle the Contractor to an equitable adjustment. If any change hereunder causes an increase or decrease in the Contractor's cost of, or time required for, the performance or any part of the work under this contract, an equitable adjustment will be made and the contract modified in writing accordingly. However, no claim will be allowed for any costs incurred more than five (5) days before the Contractor gives written notice as required. _ If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shalf, within five (5) days after receipt of a written change order form from the City or after giving the City the written notice required above, as the case may be, submit to the �ty a written statement setting forth the general nature and monetary extent of such claim; provided the City, in its sole discretion, may extend such five (5) day submittal period upon request by the Contractor. The Contractor shall supply such supporting documents and analysis for the claims as the City may require to determine if the claims and costs have merit. No claim by the Contractor for an equitable adjustment hereunder will be allowed if asserted after final payment under this contract. City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 13 February 2013 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 wilf 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 �ty 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 govemmental taxes, assessments and charges. Shipping Charges All prices shall include freight. Requests for additional compensation for freight charges will be rejected by the City. Warranty Atl materials and equipment sold and labor performed under this contract are warranted by the Contractor to be free from defects in materials or workmanship for a period of at least one (1) year from date of delivery and installation; provided, however, that this warranty may extend beyond this time period pursuant to any attached warranties. If the merchandise sold or work performed hereunder is defective on aaount of workmanship or materials, the Contractor agrees to replace the merchandise or, at the City's sole option, repair the defective merch'andise. All defects in work or materials shall be promptly corrected. 2-10 No Waiver of Warranties and Contract Rights Conducting of tests and inspections, review of specifications or plans, payment for goods or services, or acceptance by the City does not constitute a waiver, modification or exclusion of any express or implied warranty or any ri�ht under this contract or in law. 2-11 Legal Relations The Contractor shall comply with all of the City's resolutions and regulations applicable under this contract and with any local, state or federal law or regulation applicable to the materials, equipment or service provided under this contract. Neither the Contractor nor the �ty 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 rnnsent 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 South 320th Street at 20th Avenue South Intersection Improvements Page 14 RFB # 13-104 � RFB ver. 1-08 February 2013 ,� 2-12 Applicable Law and Forum Except as hereinafter specifically provided, this contract shall be governed by and construed according to the laws of the State of Washington including, but not limited to, the Uniform Commercial Code, Title 62A RCW. Any suit arising herefrom shall be brought in King County Superior Court, which shall have sole and exclusive jurisdiction and venue. 2-13 Hazardous Chemical Communication In order to comply with WAC 296-62-054, Hazard Communication, the Contractor shatl submit with each shipment a Material Safety Data Sheet (MSDS) for all products containing any toxic products that may be harmful to the end user. The MSDS Sheet is to accompany the toxic product(s) to the specified delivery sites. Include the following information in the MSDS: A. Chemical Abstract Service (CAS) numbers for every chemical that is listed in the MSDS. B. If the product is actually used diluted, the dilution rate should be so stated in the MSDS and the hazards and corresponding personal protection, etc., also be listed. C. A statement as to the intended use of the product. 2-14 Delivery and Liquidated Damages Time is of the essence of the contract and each and all of its provisions in which performance is a factor. The Contractor will be held to strict compliance with the prescribed date(s) set forth in these contract documents. For each and every day that delivery is delayed beyond the specific date(s), damage will be sustained by the �ty. Because of the di�culty in computing the actual damages and disadvantages to the City, and as a reasonable forecast of actual damages which the City will suffer by the delay in delivery, the parties agree that for each such delay the Contractor will pay the City liquidated damages (and not as a penalty) in accordance with Section 1.3 of Attachment I, Public Works Contract, to compensate for any damages caused by such delay. The City may deduct from any payment owing to the Contractor, any liquidated damages, which may be incurred by the Contrador pursuant to this paragraph. 2-15 Force Majeure The Contractor's or City's failure to perform any of its obligations under this contract shall be excused if due to causes beyond the control and without the fault or negligence of the Contrador or City, respectively, including, but not restricted to, acts of God, acts of public enemy, acts of any government, fire, floods, epidemics, and strikes. 2-16 Patents, Copyrights and Rights in Data Any patentable result or material suitable for copyright arising out of this contract shall be owned by and made available to the City for public use, unless the City shall, in a specific case where it is legally permissible, determine that it is in the public interest that it not be so owned or available. City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 15 February 2013 The Contractor agrees that the ownership of any plans, drawings, designs, specifications, computer programs, technical reports, operating manuals, calculations, notes and other work submitted or which is specified to be delivered under this contract, whether or not complete (referred to in this subsection as "Subject Data'�, shall be vested in the City or such other local, state or federal agency, if any, as may be provided by separate contract with the �ty. All such Subject Data fumished by the Contractor pursuant to this contract, other than documents exclusively for intemal 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 fumished by them. All such identification details shall be subject to approval by the City prior to printing. The Contractor shall ensure that substantially the foregoing paragraphs are included in each subcontract for the work on the project. 2-17 Patents and Royalties The costs involved in license fees, royalties or in defending claims for any patented invention, article, process or method that may be used in or connected with the work under this contract or with the use of complete work by the City, shall be paid by the Contractor. The Contractor and the Contrador'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 �ty, 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 e�ciency, quality, finish, suitability and market value, and satisfactory in all respects to the City. 2-18 Disputes, Claims and Appeals Questions or claims regarding meaning and intent of the contract or arising from this contract, shall be referred by the Contractor in writing to the Purchasing Caordinator for decision within five (5) days of the date in which the Contractor knows or should know of the question or claim. The Purchasing Coordinator will ordinarily respond to the Contractor in writing with a decision, but absent such written response, the question or claim shall be deemed denied upon the tenth (10"') day following receipt by the Purchasing Coordinator. In the event the Contractor disagrees with any determination or decision of the Purchasing Coordinator, the Contractor shall, within fifteen (15) days of the date of such determination or decision, appeal the determination or decision in writing to the Mayor. Such written notice or appeal shall inctude all documents and other information necessary to substantiate the appeal. The Mayor will review the appeal and transmit a decision in writing to the Contractor within thirty (30) days from the date of receipt of the appeal. Failure of the City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements Page 16 RFB # 13-104 , RFB ver. 1-08 February 2013 , �� , Contractor to appeal the decision or determination of the Purchasing Coordinator within said 15-day period will constitute a waiver of the Contractor's right to thereafter assert any claim resulting from such determination or decision. Appeal to the Mayor shall be a condition precedent to litigation hereunder. All claims, counterclaims, disputes and other matters in question between the City and the Contractor that are not resolved between the Purchasing Coordinator and the Contractor will be decided in the Superior Court of King County, Washington, which shall have exclusive jurisdiction and venue over all matters in question between the City and the Contractor. This contract shall be interpreted and construed in accordance with the laws of the State of Washington. Pending final decision of the dispute hereunder, the Contractor shall proceed diligently with the performance of the rnntract and in accordance with the direction of the Purchasing Coordinator. Failure to comply precisely with the time deadlines under the paragraph as to any claim, shall operate as a release of that claim and a presumption of prejudice to the �ty. 2-19 Recycled Products The Contractor shall use recycled paper for proposals and for any printed or photocopied material created pursuant to a contract with the City whenever practicable and use both sides of paper sheets for reports submitted to the City whenever practicable. In the event this RFB covers the sale of product to the City that is capable of containing recyded materials, Contractor is hereby advised that the C.ity intends to procure products with recycled rnntent, 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-mnsumer 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 b'id accepted. City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements Page 17 RFB # 13-104 RFB ver. 1-08 February 2013 City of Federal Way 5outh 320th Street at 20th Avenue South Intersection Improvements Page 18 �l � �' i 1 � 1 1 i � � � RFB # 13-I04 ' RFB ver. 1-08 February 2013 , I AttachmentA NO BID RESPONSE FORM When submitting a"No Bid", mail this completed form to Federal Way Purchasin4, 33325 8� Avenue South, Federat 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 retum this form if not submitting a formal bid. may result in �our firm being removed from the Citv's master bidder's mailina list. Bid Number: RFB No. 13-104 Bid Title: ❑ Cannot comply with specifications. o Cannot meet delivery requirement. ❑ Do not regularly manufacture or sell the type of commodity involved. ❑ Other (please specify). Explanation of reason(s) checked: Check one of the following: . � �.�, ❑ WE DO NOT desire to be retained on the mailing list for future procurements of this commodity. Firm Name• Address: __ Phone: Signature Name (Type or Print) City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements Date Title Page 19 RFB # 13-104 RFB ver. 1-08 February 2013 City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements Page 20 RFB # 13-104 RFB ver. 1-08 February 2013 ' ' , u i 0 1 i 0 11 � iI ,I ' � � �J Atta+�%ment B eTO FoRa� cmr oF FEp��►� wav South 320th Street at 20th Avenue 5outh ' Intersection Impro�ements BID Fi�RM ' ADDENDUM No. 5 ' Bidcier: ' j I'�$.�1 F. ac�iin W o c�.� C. Date: ��• 2. _I • 1?j ' ' ' � u � ' � � LJ LJ ' To City Cauncil Mlembers City of Federal Way 33325 8th Ave Soufh Federal 1lVay, �llashingtan 98003-5325 Pwrsu�nt ta and in compliance with your advertisement for bids #or construttian ofi South 3�Oth Streetat 2Uth Awenue South Intersection Improvements,. and other documents relating thereto, the undersigned has carefuily examined all af the bid and contract daum�nts as the premises and �anditians atfectfng the deCivery, supply and ma�r�tenance of SouCh 32�th Street at 2t)th Avenue SoutM Intersectfon Irnprovements, and hereby pr�poses to furnish ail labor, materials and per�orm all wark as required in strict accardance with tfie ct�ntract do�umertts, for the above-referenced amaunt, inclusive of Washingtar� State sales tax and ail dther government taxes, assessments and charges as required by taw. The required bid securi�r cansisting vf a cerdfied ch�ck� bTd bond, �r cashier's check in an amount of not less than five pereent (5°l0) of the total amaunt bid is attached her�to, which it is agreed shall be caliected and retained by the City as liquidated damages in the event this bid is accepted by the City within forty-five (45} calendar days after the day af the bid opening and the erndersigned fails tQ execute the South 32Qth Street at 20th Avenue South Intersection Improvement� Public Works Contract and to prc�vide fihe required certificate of ir�surance to the City, under the condltions thereof, within ten (10) calendar days after the �Ivfice of Aw�rd, atherwise said Bid Seeur�ty will be returned to the undersigned. Bond or Certified Check �l ��✓�-� Dollars �$ ° v 0�" ���0�� � City of Federai Way South 32flth Siseet at 20th Avenue Soath Intersecrion Improvemen�s Addendu�n No. 5 Page 2 t age 2 rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale RFB # 13-104 RF$ ver. 1-0$ February 2U13 � � ' � LJ � � �J � I�i �_� � ' � ' , ' The Bidder shatf complete this entire Bid Farm ar this bid r�ay be considered non-responsive. The City may correct obvious mathematical errors. The City af Federal Way reserves the right �o reject any and al! bids, waive any inforrnalities or rninar irregularities in the bidd'ing, and determine which bid or bidder meets the criteria set fiarth in the bid documents. Receipt of the foflowing Addendums is hereby acknarrvledged: Addendum Na ,,�,,,�,, Date Issued: C�3 • Otl • 13 Addendum Na. � Date Issued: 0• t• 13 Addendurn Na. � Qate Issued: O'� • 1°I • 1'� Addendum iVo. �,,,� �ate �ssued: o� 'Lo 13 AddendUm No. ,.� Date Issued: 0 3• 1a • 13 .._._. � a.. �'�',�.¢v S�CLL G,� ��.�(`I F r�inya or1G-J�L4 L '�n/Partnership�a!F Firm Name (C�elet� Twtr� .� � r t��� � �- q'�b c. o Bidder`5 State Licerise �lo. �ati .�05 ���-� Bldder's 5tate Tax No� City af Federal Way South 32t}th Street at �4th Ad•enue South Intersee�ion improvemeats Atidendum 1�Io. S � � �ignature _ m ��,�- Title Pa�e 2Z �age 3 rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale �s � i3-ioa [tFS ver, t -08 Febraary 2(l13 � Attachment C � South 320th Street at 20th Avenue South Intersection Improvernents ' RFB No. 13-104 A�D�NDUM No. 5 � NQTE: Unit prices fQr all items, al! extensions, and the tatal amount bid must be shown. All entries must be ty�ed or entered in ink. , Schedule A: Raadway Vliark Unit Price Includes Sales Tax per Section l.-07.2(i) af �e Standard SpecificatiQns � � , � � � � t � s 1 1 South 320th 5treet at 20th Avenue Sautia ' Cntersectic�n lmprnvcrriepts Adt3endum iYa. 5 Pa�e 23 �age 4 rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale 1tFB ver. l-08 March 2�13 � � �.,�. x_.�..�.�.�.�, r,w.�,.,.��,�.�,� ��..�� ��� _. ___� Itam Bid item Description Uni#s Plan Unit � No, _ Pric� amount .r. 27 ROUND LOCKING SOLID COVER _ ..�,, ,�w� F EACH 5(010. On 3�j� . o0 ,�.�.�.. 28 NEAVY DUTY MANHOLE FRAME AND COVER EACM ��� 5(p70. oo �50 . pp � 29 THROUGN CURB INLEf FRAME AND GRATE WITH EACH 9 VERTICAL CURB �L� � �� 3 �Z5 . 0� ---- 3Q REPLACE EXISTII�G GRATE WITFi VANED GRA7E EACH 1 450•� 450. Do � ��...�:�._._..� __ _ �,_._. 31 PERMEABLE BALLAST TON Si0 �p,5o 135tg. o� __ �..�._ 32 CFiU5HED�SEIRFAQhtG BASE COURSE � T� �� 'L3 .50 1� y O.00 33 PLANi�IG BITUMINOUS PAVEMENT S.Y. I,�00 rj, pb �i rjpp, pp� � 34 HMA CL. 1/2 IN. PG 6422 . m ^ TON � 475 q4.Z,�j _�.Wy.,�.1�.t,�g. �....�_.. �_� ___.. �5 HMA CL. 1 IN.'PG 64-Z2 TbN 925 �4 •50 "IZ bil.� 36 ASPHALT +COST PRICE AD]USTMENT �. 'CALC 1 $1,000 $1,W0 � 37 ' TEMPORARY PA1/EM�NT _ T�DN Z00 ----�-- -...� _..... QO 27#000.00 38 iRRIG1kTION SYS7EM L.S, 1<j 500. 5 Soo . 00 39 REPAIR AND RESTORATION O� PRIVATE EST. 1 $5,4UU $S,O(}0 � iRRIGATION 40 INLET PROiECTIOIV EACH 3Z ,.�,.. _ _ µ���.,,�..�. B b, o0 2 81tv.0� 4i T�JPSOIL lYPE A C.Y. 70 ' 3$. o0 1 Wvo.cw � 42 SEEDEQ LAWN ItVS7,4LLATION �.Y. 285 y. 5v 1 141.5V 43 PSIPE ACER Rl1BRlII�! 'RED SUNSET MAPLE' Z 1J2° EACN 17 .........-� -__ c1�t� 5�15 . o0 14i, . o0 � __........._ � �. �__ �. 44 pSIPE PRUNtfS LAUROCERASfJS 'Ci1T0 IUYKEN' S EA�H 15 CALLON COM'ATNER L� •� 1iLo • 0 t� �_ .�._.�__ � �. _ 45 ROOT BARRIER �..:..��.�.� L.F. 940 �, . 00 440. o 0 � ..�_. �...._. _._.._.�.._.�. ..�__. ...... 46 ` iR�.E GRATE _� _..w._...... � �� 2 �jpp . C�o Ooo . o0 �.________��...�..�.w:..:._ .....,., , . 47 BARK OR WOOD CHIP MULCH C.Y. 3 5, o0 1�.� 48 CEMENT CQNC.IRAFFIC CURB AND GUITEft l.,F. 1,25(f 1'S. ov 1 'jo.00 � _ _ �._...� _ _.___. 49 `CEMENT CONC. TFtAFFIC CURB L F 450 �q , p v� � t�p, ov �_ �___. � ........ -- SU ' TYPE C PRE�ASTTRAFFIC �tJRB L,F 46b �,D. ou Loo. oc� _�, _ 51 PAINT LIN� L.F. 3,20fi p.lg yoo. na � 52 PLA5TIC CR4SSWALK LINE S.F. 574 5, o 0 2�10, o0 53 PI.ASTIC STQP LiNE L.F, 165 µ,� 5.5o q o� .bo � 54 PLASTIC TRAFfIC ARROW EACH 17 �5 0 0 !�(K5 .OU ..,�,....�. _r _ _ ., .._.�:..______ _.. 55 PLAS7iC LINE L.F. �,200 � op �,00 00 ..� .... ....._ ,. �_...�.._.�.... _�-.�._� . __�..�..�..�,..._.w.::,,_... ,�„ .�._w_.�... ..�:y..,�,..�.�.....:.� 55 PERM,44VEhlT SIGNIN� L.S. 1�, 000. aoo .00 � ___.. __�._ ._...,. „ _. .� _ �_._._._ s7 CoNSTFttJCTION siGNS Ct.ASS A S.F, 160 q p o 0 0. o0 ,.,.�.. _,�_ .. ..._.._�...�... .�.... �.,.__ m.M_ 58 BLACK VIMYL Cc3ATEp CHAIM LINK FEI�CE TYPE 4 L.F. id0 �.3.00 00 .do �..��_,M._.w.. �____— _ ...,. ......_ .�..�WWrv....,.59 TRAFFICCOMRt?LSUPERVISOR HOUR 220 �q.o� (l �40.00 , 60 ' FLAGGERS AND SPOTTERS Hf)UR 1,000 -._ ------- , ��...._.�. 5 .oa 52 ooa.00 61 OTHER TRAFFIC CdNIROI LAB�R �,�,_— HOUR 404 . oca g v�. ao v.� ......_,. ...._._.`__....____.,_...�..��.---.... _. _ � .., .. ,... . .. — 62 < OTHER 7EM�{?RARY TRAFFIC C�NTROL - L.S. 1 � � ,REDESTRIAhI �.�...----- --�5-°o.oca q ocy 63 ` ILLUMINATIOiV SYSTEM, COMPLE'TE LS 1 __...__. . __ ..._......_44�000 ot� t�t�oo� .►a 64 TRAFFIC SIGNAL SYSTEM� S 320TH ST $� Z�1TH LS> 1 , A�/ENUES 'L�I�oDD. `)?Iti'ao.D City af Federai U�ay RFB � 13-I04 Sauth 32Qth Street at 2t}th Avenue South �� �+�i. �-a� ' Intersection Improvements Addendum No. S Page 24 March 2013 �age 5 rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale � , Item Bid It�m Desnipt�an Units Ptan Uni# Ext+�nded No. �_ P�ice Amou�t _ _., .�... 65 DECORATIIIE ILLUMINAiIC�N SYSTEM, COMPLEfE L.S. 1-�a ode.o '�o�obo.o� �, � _��. �� b6 FESIIYAL OU'TLET SYSTEM, COi+�PLE I'E L.S. 1 p po0. � v o DDO • n o , 67 INTERCC3NNECT SXSi�M, COMPIEfE LS. 1 __..._.--- _. �,_.�___.---- - -.._.__ ...._.._... ______.._._._.....__..____._. �_ _�.._._.. yo 000. oo yo ooe. o0 _�_. � ._.__ .�.�..__._. .�..�_.._. �,.�_. �8 PROJECT TEMPORARY TRAFFfC CON?ROL LS Y M M��µ. 1 �a�pop.pa ( o O�o. an 69 QfF aUTY UPJIFORMED POi.ICE OFFICER� EST. 1 �5�000 �5,OQ0 � �� 70 STRUCTURE EKCAVATION CLASS B INCL. HaUL C.Y 7Q0 j, b0 '? 00. o0 _.._... - ---.— ---.---...-.-.--- ___..._.__..__. _ _...__._..____ �l 5HORIIVG OR �}fTF2A EXCAVATI�N CLASS B INCL. S.F 3,000 Hlkul � -10 300 . o0 1 _ ___ 72 GRAVfL BACKFTLL FOR PIPE ZON� BEDDING C.Y. 210 31- o0 510. o0 -- .__._.. 73 CQNSTRUCTIQN GEQTE)C[TLE FOR UNDERGROIIND S.Y. 1,100 DRAINAGE 1. 0 Z'Lov. o0 ' _ ...�...._ 74 CUNTR4LLED DENSITY FILL C.Y. 20 � b0. o0 00 ?5 LICEN$Ei� SUitbEYING EST. 1 $lf},OOU $I0.(100 76 STRUCTURE SUR1fE1(ING LS. i 3 oao. o� 3 000.00 � 77 ROAE3WAY SURVEYING LS. 1 --_._�._�._ oou, o0 000. oa ?8 CEMEtVS CflNC. CURB RAMP ��� �ACH lI A 35. v� �� 5,oc 79 CEMENT CONC. SIp�WALK S.Y. 1,1�5 �,?S. a d' 1 0'� f� . oa I80 �17AYIfY BLOCK NfACL 5.F. � 1,100 2'1. on R 10_0._0� $1 C(?�1NECTiON TO EXTSTING RRA�NAGE �W.mm EACH 9 STftUCCUI�� 1 ?.go.v �� �',o,00 � _ �_. w�..:�,. 82 CLERPlING EXISTING DRATNAG� ST[tUCTURE LS. 1��tt7p. 'L c,o. ou 83 R�ADSIDE CLEAN�iP � ; EST. – - — . 1 $5,000 �5,(300 84 HEALTH ANO SAFETY PLAN � L.S. 1 i ooa. ao 000. o0 t 85. �A-S1TE CLEANUP QF BIO. AND PHYSICAI EST. 1 $1,000 $l�t}40 HAZARDS 8b MiNfl4t CNAt+1GE CALC 1 $50,0� $50,�00 � 87 sPCC Pu�N _ l..s. i g v v. oc� 500 . o0 88 RESOLUTION OF UTlLITIf GCi�iFLiCTS EST, 1 �5,000 $5,t�i1 �..,µ...:_�,��,.��. 89' LTiILiTYROTHOLING _. - _. ..__. __...:- ----�ST. .,, _-_-1 $S,OOQ �5,OQ0 � _�.��. 90 BU5 SHELIER'�44TING � ..�.. LS. �1 1�p�.pu oo,vo ,� .�..�,�,�.. - 91 AS-QUItT SUi2VEY AND RECORD DRAWINGS L.S. i�+poo. o0 00.0�•...°� � J2 TYPE B PROGRESS SCHEDULE MFN BID 5,E100 L S. 1 ( � ) 5 ano.00 000.00_ ,�,,,�m�,....__..�. .._. �.. _...� .__.� � 9� EX'i'END PEDE�TRIAN HANQRAIL L.S. 1 Z�,00. eo 2 Loo. o0 :w ...._ �_.�., 94 UftAIN PIPE 4 IN aIAM L F. 328 00 9�y � _..._____._ _._......__..�:..__._ .............�,_,.___-_____M...�.��...._._ _......., ,�._,.... .. . ��.�.,._ .,�.._.. .... ,,...... .,,'� ...._�... . � TOTAL PR07ECT G�ST ' (bid items irldudre sales tax) _��3�Ly_}01� ?.�. ' � , City of Federal Way �'� � ��-�€� South 320th Stre�t at 20fh Avenue South R�B trer. 1-fl8 , Int�rsection ImprovemCnts A.ddendum No. 5 Pa�e 25 March 2U13 �age 6 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale � � � � 1 , � � � � LJ � � � � � Attachment D BID SIGNATURE PAGE Date: 0� • Z i 13 The undersigned bidder hereby prop�es and agrees to deliver the equipment and/or services pu�suant to the South 320th Street at 20th Avenue South Intersection Improvements and comply with all other terms and conditions of the contract and bid documents of RFB 13-104. No bidder may withdraw his/her bid for a perial of ninety (90) days after the day of bid opening. The required bid security consisting of a certified check, bid bond, or cashiers check in an amount of not less than five percent (5%) of the total amount wil{ 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 behaff of any partnership, joint venture or corporation. o►r' YS i ll� L Gorper�tien/Pa rtnership/Ir�di�i�ia (De%te Two) Y ���4i1� G1 f} W 6 Y �..1. C► Company � gy. � (Signature) � i �kY� ► (Printed Name) Its: rYl-ew,b-e.r (Ttle) 1�,go�o t�� S�. � S�mn�� ��n/1� A4390 (Address) 2ob• 3tih • �ooy (Telephone Number) tCity of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 , [ntersection lmprovements Page 27 February 2013 �age 31 Attachment D Bid Signature Page Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale � � Aifachment E BID BOND FORM � Herewith find deposit in the form of a certified check, cashiers checic, cash, or bid bond in the amount of $ 5% of Bid , which amount is not less than five percent (5%) of the tofial bid. � BID BOND � KNOW ALL PER50NS BY THESE PRESENTS thai we, TITAN Earthwork, LLC , as Principal, and Berklev Regional Insurance Comnanv ,, as Surety, are held and firmly bound unta the City of Federa! Way, as Obligee, in the penal sum of ' Five Percent (5°/nl nf Bid aCICI ,,_ f 1OO CIO�Iai'S �� 5% of Bid, �, for the payrnenfi of which the Principal and the Surety band themseives, their heirs and executars, administrators, successors and assigns, jointly and severaliy, by these presents. � � � � � � � � i 1 , �� The condition of this obligation is such that if the Obligee shall make any award to the Principal for: South 320th Street at 20th Avenue South Intersection Improvements According to the terms of the proposal or bid made by the Principal therefore, and the Principal shali duly make and enter into a contract with the Obligee in accordance with the terms oi said proposal or bid and award and sfiall give bond for the faithful perFormance thereof, with 5urety or Sureties appraved by �he Obligee; or if the Principal shall in case of faiiure so ta do, pay and forteit to the Obiigee the penal amount of the deposit specified in the call for bids, then this obligation shall be nufi and void; otherwise, it shaii be, and rernain in full farce and eff�c±� and the Surety shall forthwith pay and forfeifi to the Obligee as penalty and liquidated d�m�, �fifie amount of this bond. SIGNED, SEALED AND DATED THIS 21st DAY �F Received return af deposit in the sum of $ City ofFederal Way South 320th Street at 20th Avenue South Page 29 Intersection Improvements March .2013 TITAN o Principal B�erl�ey�� egi nal Insurance Company �--YVI��� i� SUI'@1y Christopher Kinyon Attorney-in-Fact Date� . 20� RFB # 13-104 RFB ver. 1-08 February 2013 No. 1220h ' POWER OF ATTORNEY BERKLEY REGIONAL INSURANCE COMPANY WILMINGTON, DELAWARE � NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERKLEY REGIONAL INSURANCE COMPANY (the "Company"), a �� corporation duly organized and existing under the laws of the State of Delawaze, having its principal o�ce in Urbandale, Iowa, has made, constituted and appointed, and does by these presents matce, constitute and appoint: Karen Swanson, Anne E. Strieby, ,� Ju[ie R. Trudtt, Peggy A. Firth, Eric Zimmerman, Brent E. Heilesen, Jennifer L. Snyder, Christopher Kiny"on, Jamie Diecner, � Sandra Kulseth, Phylis C. Robison or Kellie Hogan of Propel Insurance of Tacoma, WA its true and lawful Attorney-in-Fact, to �sign its name as surety only as deiineated below and to execute, seal, acknowledge and deliver any and all bonds and undertalcings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 �� U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly �� elected officers of t1�e Company at its principal office in their own proper persons. .a .� This Power of Attorney shall be construed and enforced in accordance with, and govemed by, the laws of the State of Delaware, o,� without giving effect to the principles of conflicts of laws th�reof. This Power of Attorney is granted pursuant to the foilowing �� resolutions which_ were duly and validly adopted at a meering of the Board of Directors of the Company held on August 21, 2000: �� "RESOLVED, that tk�e proper officers of the Company are hereby authorized to execute powers of attorney authorizing and °� qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations �' on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; � and further 3 o RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, '; or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the � manner and to the extent therein stated; and fiuther `� RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and 'b � further �� RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any �� power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizanee, or ���other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as 3 though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any ,.; person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have •� ceased to be such at the time when such instruments shall be issued." o ¢' �� IN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its � corporate seal hereunto affixed this� day of , 2013. 0 ��n Attest: � Berkley Regional Insurance Company � � (Seal) By � BY - � F, Ira S. Lederman Je . after `" .� Senior Vice President & Secretary nio V President � o WARI�TING: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER � � o � STATE OF GONNECTICUT ) �� ) ss: o COUNTY OF FAIRFIELD ) �� s,° Sworn to before me, a Notary Public in the State of Connecticut, this f g day of , 2013, by Jeffrey M. Hafter and �� Ira �. Lederman who are sworn to me to be the Senior Vice President, and the Seni Vice Presi nt and Secretary, respectively, of �Berkley Regional Insurance Company. EILEEN KfLLEE � � � � N � j��� � -� � -✓�" �� N07i1RY" PL�BLIC. STAT£ OF CONNECT/CUT Notary Public, State of Connecticut � MY COMMISSION EXPiRES JUNE 30, 2017 ° CERTIFICATE z� I, the undersignec�, Assistant Secretary of BERKLEY REGIONAL INSURANCE COMPANY, DO HEREBY CER'TIFY that the �`-' �� foreg�oir�� is a�csve,, c�rrect and complete copy of the original Power of Attorney; that said Power of Attorney has notbeen revoked � or rescinded anu ttYat the authority of the Attorney-in-Fact set forth therein, who executed the bond or undertaking to which this y Power of Attorney is �ttached, is in full force and effect as of this date. Given under my hand and seal of the Company, this Z �5 '� c}ay of 1V1 t�rc �n , Z� � 3 • , (Seal) Andrew . T � � � Instructions for Inquiries and Notices Under the Bond Attached to This Power � � Berkley Surety Group, LLC is the affiliated underwriting manager for the surety business of: Acadia lnsurance Company, Berkley Insurance Company, Berkley Regional Insurance Company, Carolina Casualty Insurance � Company, Union Standard Insurance Company, Continental Western Insurance Company, and Union Insurance Company. � To verify the authenticity of the bond, please call (866) 768-3534 or email BSGInquiry@berkleysurety.com L� Any written notices, inquiries, claims or demands to the surety on the bond to which this Rider is attached � should be directed to: Berkley Surety Group, LLC 412 Mount Kemble Avenue Suite 310N Morristown, NJ 07960 Attention: Surety Claims Department .�Zi email BSGCIaim@berkleysurety.com � ' , Please include with all notices the bond number and the name of the principal on the bond. Where a claim is � being asserted, please set forth generally the basis of the claim. In the case of a payment or performance bond, please identify the project to which the bond pertains. � L_ J ' , � ' � � � � � ' Attachment F SUBCONTRACTOR LIST Prepared in Compliance with RCW 39.34.060 South 320th Street at 20th Avenue Sauth Intersection Improvements Failure to list subcontractors who are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW and electrical as described in Chapter 19.28 RCW, or identify the bidder for the work wili result in your bid being non-responsive and therefore void. ' Subcontractors that are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW must be named below, or name the bidder for the work. � The bidder verifies that each first tier subcontractor, and every subcontractor of any tier that hires other subcontractors, has a current certificate of registration in compliance with chapter 18.27 RCW; a current Washington Unified Business Identifier (UBI) number; has Industrial Insurance � (workers' campensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW, if applicable; has a Washington Employment Security Department number, as required in Title 50 RCW, if applicable; has a Washington Department of Revenue state � excise tax registration number, as required in Title 82 RCW, if applicable; has an efectrical contractor license, if required by Chapter 19.28 RCW, if applicable; has an elevator contractor license, if reguired by Chapter 70.87 RCW. � � , C C� I 1 The following listed bid items (listed in numerical sequence) for this project have been proposed for subcontracting to subcontractors as indicated. ' City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 , Intersection Improvements Page 31 February 2013 � Page 35 Attachment F Subcontractor List Provided to Builders Exchange of WA, Inc. For usage Condifions Agreement see www.bxwa.com - Always Verify Scale , � , ' LJ l�, , LJ Attachment G �ty of Federal Way COMBINED AFFIDAVIT AND CERTIFICATION FORM Non-Coilusion, Anti-Trust, Prevailing Wage (Non-Federal Aid), Debarment, Eligibiliry, and Certification of Lawfu{ 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 mllusion 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 (USDOl� To repart bid rigging activities call: 1-800-424-9071 , The U.S. Department of Transportation (USDO� operates the above toll-free hotline Monday through Friday, 8:00 a.m. to 5:00 p.m., Eastem 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 wili 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 1 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 pertormance of such work, not less than the prevailing rate of wage or nat 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 icnowtedge and belief; and ' City ofEederal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. i-08 Intersection Improvements Page 33 February 2013 ' ' Page 37 Attachment G Combined Affidavit and Certification Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale rl � �� � ' ' � DEBARMENT AFFIDAVIT I certify that, except as noted below, the firm, association or corporation or any person in a mntrolling capacity associated therewith or any position invoiving 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 nat have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporatian by a court of competent jurisdiction in any matter invofving fraud ar offiaa! miswnduct within the past three (3) years. AFFIDAVIT OF ELIGIBILITY � � � � � ' The Contractor certifies that it is properly licensed and registered under the laws of the State of � Washington and has not been determined to have been in violation of RCW 50.12.070(1){b), RCW 51.16.070(1){b), or RC1N 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 TFte 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 �ty of Federal Way. ' ' , ' l _J � C FOR: Non-Collusion Affidavit, Rssignment of Anti-Trust Claims to Purchaser, Prevailing Wage Affidavit, Debarment Affidavit, Affidavit Of Eligibility, and Certification of Lawful Employment. South 320th Street at 20th Avenue South; Intersection Improvements Name of Bidder's Firm'(�r�'An f0►�'�'hW��IG� t,L� � Signature of Authorized Representative of Bidder Subscribed and sworn to before me this �t�' day o# ��►�Gln , 20�. cr— n UMIIryhMt (printed/typed name of notary) �� Notary Public in and far the State of Washington MM �M E� O�c 6. 20/8 My commission expires: 1'L • 0�•((,� ' City of Federal Way RFB # 13-104 South 320th Streef at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 34 February 2013 , 'Page 38 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale � � � � � � � � , ' , Attachment H CONTRACTOR'S COMPLIANCE STATEMENT (President's Executive Order #11246) Date: 3• L� • 13 This statement relates to a proposal coniract with the City oP Federal Way named South 320th Street at 20th Avenue South Intersection Improvements ' I am the undersigned bidder or prospective contractor. I represent that: I�ave, ❑ have not, participated in a previous contract or subcontract subject to the President's , Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. ' ' ' ' ' , , . ' t ' ' , By: Its: t! fA�N E�.-rk wo r lc. , l_� �. Name of Bidder � Signature City of Federal Way South 320th Street at 20th Avenue South' Intersection improvements ' Page 35 / ' u �� �3sot� tb�' S�-. F— S�w•r-c�'}YvPk GBa10 Address RFB # 13-104 RFB ver. 1-08 February 2013 ,Page 39 Attachment H Contractor's Compliance Statement Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ' , , J DEMOLITI4N • EARTHWORK ■ UTILITIES 1380616`� Street East • Sumner • Washington • 98390 ' City of Federal Way South 320th Street at 20t" Avenue South Intersection Improvements ' RFB# 13-104 , • TITAN Earthwork, LLC UBi: 602-605-763 , Emp Sec: 362580-00 6 State Excise Tax: 602-605-763 C i 1 1 1 1 1 1 1 1 i Department of Labor and Industries TITAN EARTHWORK LLC PO Box 44450 Olympia, WA 98504-4450 Reg: CC TITANEL936C0 UBI: 602-605-763 Registered as provided by Law as: Construction Contractor (CCQ 1) - GENERAL TITAN EARTHWORK LLGG Effective Date; 2/20/2007 13806 16TH ST E Expiratior� Date:'6/15/2014 SUMNER WA 98390 fo��������' W JUL 0 9 2012 TITAN Earthwork. i.t-� � � ' ' 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. ' ❑ Bi F rm (Attachment B) The Bid Form shall be completed and fully executed, including filling in the total bid amount. ❑ Bid Schedute (Attachment C) The unit prices shall be set forth in the space provided. � C C ❑� ❑� � Bid Signature Paae (Attachment D) The Bid Signature Page shall be filled in and fully executed by the bidder. Bid Bond Form (Attachment E) Th9s form is to be executed by the bidder and the surety wmpany 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 A�davi# and Certification Form (Attachment G) This form must be subscribed to and sworn before a Notary Public and notarized. Contractor's Comoliance Statement (Attachment H) The Contractor's Compliance Statement shall be filled in and fully executed by the bidder. Contractor's Certificate of Registration The bidder shall provide a copy of Contracto�'s current registration with the State of Washington. ❑ Contracto�'s State identificatian Numbers The bidder shall provide a copy of Contractor's current state unified business identifier number and, as applicable, an empfoyment security department number and state excise tax registration number. ' City ofFederai Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. I-08 ' [ntersection Improvements Page 3 February 2013 , Page 7 Bidder's Checklist Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ' ' � ' , � ' ' , Ir� �J ' AttachrnentA NO BID RESPONSE FORM When submitting a"No Bid", mail this completed form to Federal Wav Purchasing. 33325 8� Avenue South, Federai Way, Washington 98003-6325. Be sure the form is in a sea{ed envelope with the bid number and bid titie indicated on the outside of the envelope. The form must be received by the date and time specified for the bid opening as indicated in Section 1-1. Failure to retum this form if not submitting a formal bid ma�result in vour firm being removed from the Gtv's master bidder's rnailing list. Bid Number: Bid Title: RFB No. 13-104 ❑ Cannot comply with specifications. ❑ Cannot meet delivery requirement. ❑ Do not regularty manufacture or sell the type of commodity invoived. o Other (please speafy). Explanation of reason(s) checked: Check one of the following: �( WE DO ❑ WE DO NOT desire to be retained on the mailing list for future procurements of this ' commodity. Firm Name: f ITPt�I �ar�l�We�rlG � 1►L L ' I � ' ' ' ' Address: 11�oe tb� S�F• E,Sv,n�,n.e�r, WA q13q0 Phone: 1�b•�'�5•'30oy S�� Ob •21 • l�S Si nature Date W'�\1'►a�m l� i 11 Name (Type or Print) City of Federal Way South 320th Sheet at 20th Avenue South �Intersection Improvements M�tml�r Title Page 19 RFB # 13-104 RFB ver. 1-08 February 2013 ' Page 23 Attachment A No Bid Response Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - AMrays Verify Scale , ' 5outh 320�' Street at 20t� Avenue South ' Intersection Improvernents Praject RFB 13-104 Addendum No. 5 ' March 20, 2013 1 ' ' ' � ' ' 1 ' ' ' ' ' ' ATTENTION: A!1 Bidders and Planhalders You are hereby a�otified that in Addendurn Na. 5, the Bid and Contract Dacuments are amended as follows: A. B. G. � E. ATTACHIV�ENT B — BID FnRM It.�place Attachment B— Bid Form (pages 21 t� 22} with the attached revised Bid forrn + Allows raam for 5 Adc3endums ATTACHMENT C - BIl} SCHEDULE Replace Attachment "G" Bid 5ehedule {pages 23 to 25� with the attached revised Bid Schedule. The bid sehadula was revised to reflect the follotiving: � The Quantity for �ement Cancrete Sidewalk is increased by 80U S'Y to 1,175 SY • Delete Bid Item 90 - Pervio�s Concr�te Sidewalk • Delet� Bid Item 91 — Perviaus Concrate Sidewalk Testing � Number'tng of Bid Items after � 1 wi.l1 be adjusted upward to avoic� a gap in numbering for the project. �PECIAL FRQ�I�IdNS Delete Section S-3Q Pervious Concrete Sidew2ilks in its entirety. PLANS F�r all plan sheets, let it be known that all notatians of Pervious Concrete Sidewallc shauld be treated and ct�nstructed as Cement Goncrete Sidewalk per Sectiun 8r14 nf the Standard Specifications and Spe�ial Provisions, All appurtenances not+�d in the pCans and �ietails thax are shown below the sidewaTk will be canstructed per plan for use in the future. BII3 QPEN�TG The bid opening date has not changed. r411 bidders are required to acknawled�;e receipt of this Rddendum on page 22 of the Bid Forrn, Failure to cfa so may cause rejection of the bid. �i"C�'�i�* H'� ERAL WAY � � ����.. �'��,.. John R. Mulkey P.E. 5treet Systems I'mject �ngineer �Page 1 Addendum #5 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale � II� . __� r---. � ' ' � � LJ C� Attachment I PUBLIC WORKS CONTRACT FOR SOUTH 320TH STREET AT 20TH AVENUE SOUTH INTERSECTION IMPROVEMENTS THIS PUBLIC WORKS CONTRACT ��Contract'� is dated effective this � day of �f1�1�, 20 �'�and is made by and between the City of Federal Way, a Washington municipal corporation �`City or Owner'�, and Titan Earthwork, LLC, a Washington Limited Liability Company �'Contractor'�. A. The City desires to retain an independent contractor to fumish all labor and materials necessary to perform work necessary to compiete the addition of a second left-turn lane in each direction of S 320�' Street. Each turn lane will have 250 feet of storage. Work will include utility relocation; storm drainage; paving; curb, gutter & sidewalk, street lighting; traffic signal replacement; signing; channelization; and landscaping; located at the intersection of S 320"' St and 20�' Ave S, Federal Way, Washington ("Property'�; and B. The Contractor has the requisite skill and experience to perform such work. NOW, THEREFORE, the parties ("Parties'� agree to the following terms and conditions: , 1. SERVICES BY CONTRACTOR 1.1 Description of Work. Contractor shall perform all work and furnish all tools, materials, , supplies, equipment, labor and other items incidental thereto necessary for the construction and completion of the work, more particularly described as the South 320th Street at 20th Avenue South Intersection Improvements project, including without limitation: ' The addition of a second left-turn lane in each direction of S 320th Street. Each turn lane will have 250 feet of storage. Work will include utility relocation; storm drainage; paving; curb, gutter & sidewalk, street lighting; trafFc signal replacement; signing; channelization; and landscaping; ' ("Work'�, in accordance with and as described in the Contract Documents, which include without limitation, this Contract, Request for Bids, Bidder's Checklist, Instructions to Bidders, General Contractual Terms and Conditions, Bid Form, Bid Signature Page, Bid Bond, Combined Affidavit and ' Certification Form, Contractor's Compliance Statement, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Contractor's Retainage Agreement attached as Exhibit C, Retainage Bond to City of Federal Way � attached as Exhibit D, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit E, Certificate(s) of Insurance Form attached hereto as Exhibit F, Performance / Payment Bond attached hereto as Exhibit G, Title VI Assurances , attached hereto as Exhibit H, 2012 WSDOT Standard Specifications for Road, Bridge and Municipal construction, Amendments to the Standard Specifications, South 320"' Street at 20m Avenue South Intersection Improvements Special Provisions, current Prevailing Wage Rates attached as Appendix ' A, King County Metro Transit Standards attached as Appendix B, WSODT Standard Plans attached as Appendix C, Federal Way Standard Drawings attached as Appendix D, Geotechnical Boring Logs attached as Appendix E, Construction Stormwater General Permit attached as Appendix F, and all ' other Appendices attached hereto and incorporated by this reference, (collectively the '�Contract Documents'�, which Work shall be completed to the City's satisfaction, within the time period prescribed by the City and pursuant to the direction of the Mayor or his or her designee. �J ' City of Federal Way RFB # 13-104 South 320tti Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 3? February 2013 1.2 Completion Date. The Work shall be commenced within ten (10) days of receipt by the Contractor of the City's Notice to Proceed. The Work shall be completed within 140 working days. In the event the Work is not substantially completed within the time specified, Contractor agrees to pay to the City liquidated damages in the amount set forth in the formula included in Section 1.3 of this Contract. The Work shall not be deemed completed until the City has accepted the Work and delivered a written Notice of Completion of Public Works Contract in the form attached hereto as Exhi bit '�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 Work is completed to the extent that the City has full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint, the City may determine the Work is complete. Liquidated damages will not be assessed for any days for which an extension of time is granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor from further obligations and liabilities to complete this entire Contract. 1.4 Performance Standard. Contractor shall perform the Work in a manner consistent with accepted practices for other properly licensed contractors. 1.5 Compliance with Laws. Contractor shall perform the Work in accordance with all applicable federal, state and City laws, including but not limited to all City ordinances, resolutions, standards or policies, as now existing or hereafter adopted or amended, and obtain all necessary permits and pay all permit, inspection or other fees, at its sole cost and expense. 1.6 Change Orders. The City may, at any time, without notice to sureties, order changes within the scope of the Work. Contractor agrees to fully perform any such alterations or additions to the Work. All such change orders shall be in the form of the Contract Change Order Agreement attached hereto as Exhibit "B", which shall be signed by both the Contractor and the City, shall specifically state the change of the Work, the completion date for such changed Work, and any increase or decrease in the compensation to be paid to Contractor as a result of such change in the Work. Oral change orders shall not be binding upon the City unless confirmed in writing by the City. If any change hereunder causes an increases or decrease in the Contractor's cost of, or time City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 38 February 2013 � ' �' �I n , , ' ' lJ ' � ll , ' ' ---, , �� !� J ' � � ' � � required for, the performance or any part of the Work under this Contract, an equitable adjustment will be made and the Contract modified in writing accordingly. ' If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall, within five (5) days after receipt of a written change order from the City or after giving the written notice required above, as the case may be, submit to the City a written statement setting forth the � general nature and monetary extent of such claim; provided the City, in its sole discretion, may extend such five (5) day submittal period upon request by the Contractor. The Contractor shall supply such supporting documents and analysis for the claims as the City may require to determine if the claims and costs have merit. No claim will be allowed for any costs incurred more than five � (5) days before the Contractor gives written notice as required. No claim by the Contractor for an equitable adjustment hereunder will be allowed if asserted after final payment under this Contract. �� � 1.7 Work and Materials Omitted. The Contractor shall, when directed in writing by the City, omit work, services and materials to be furnished under the Contract and the value of the omitted work and materials will be deducted from the Total Compensation and the delivery schedule will be reviewed if appropriate. The value of the omitted work, services and materials will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. 1.8 Utility Location. Contractor is responsible for locating any underground utilities affected ' by the Work and is deemed to be an excavator for purposes of Chapter 19.122 RCW, as amended. Contractor shall be responsible for compliance with Chapter 19.122 RCW, including utilization of the "one call" Iocator system before commencing any excavation activities. 1.9 Air Environment. Contractor shall fully cover any and all loads of loose construction materials including without limitation, sand, dirt, gravel, asphalt, excavated materials, construction debris, etc., to protect said materials from air exposure and to minimize emission of airborne partides to the ambient air environment within the City of Federal Way. 2. TERM This Contract shall commence on the effective date of this Contract and continue until the completion of the Work, which shall be no later than 140 working days to complete, and the expiration of all warranties contained in the Contract Documents ("Term'�. 3. WARRANTY 3.1 Requisite Skill. The Contractor warrants that it has the requisite skill to complete the Work, and is appropriately accredited and licensed by all applicable agencies and governmental entities, including but not limited to being registered to do business in the City of Federal Way by obtaining a City of Federal Way business registration. Contractor represents that it has visited the site and is familiar with all of the plans and specifications in connection with the completion of the Work. 3.2 Defective Work. The Contractor shall, at its sole cost and expense, correct all Work which the City deems to have defects in workmanship and material discovered within one (1) year after the City's final aaeptance of the Work as more fully set forth in the General Conditions of the Contract. This warranty shall survive termination of this Contract. Conducting of tests and inspections, review of specifications or plans, payment for goods or servioes, or acceptance by the City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 39 February 2013 City does not constitute waiver, modification or exclusion of any express or implied warranty or any right under this Contract or law. 4. COMPENSATION 4.1 Total Compensation. In consideration of tl�e Contractor performing the Work, the City agrees to pay the Contractor in accordance with the Bid Schedule, which amount shall constitute full and complete payment by the City ("Total Compensation'�. r �_ , � � 4.2 Contractor Responsible for Taxes. The Contractor shall be solely responsible for the payment of any taxes imposed by any lawful jurisdiction as a result of the performance and � payment of this Contract. 4.3 Nonpayment. The City shall have the right to withhold payment to the Contractor for any of the Work not completed in a satisfactory manner, in the City's sole discretion, which shall be withheld until such time as Contractor modifies or repairs the Work so that the Work is acceptable to the City. � 4.4 Method of Payment. The basis of payment will be the actual quantities of work performed according to the contract and as specified for Rayment. 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 aiter final inspection, the amount due the Contractor under the contract will be paid based upon the final estimate made by the Engineer and signed by the Contractor. Payment to the Contractor for partial estimates, final estimates, and retained percentages shall be subject to controlling laws. 4.5 Retainaae. Pursuant to Chapter 60.28 RCVN, five percent (5%) of the Total Compensation shall be retained by the City to assure payment of Contractor's state sales tax as well as payment of subcontractors, suppliers and laborers. Upon execution of this Contract, Contractor shall complete, execute and deliver to the �ty the Contractor Retainage Agreement attached hereto as Exhibit "C" or execute the Retainage Bond attached hereto as Exhibit "D". No payments shall be made by the City from the retained percentage fund ("Fund'� nor shall the City release any retained percentage escrow account to any person, until the City has received from the Department of Revenue a certificate that all taxes, increases, and penalties due from the Contractor and all taxes due and to become due with respect to the Contract have been paid in full or that they are, in the Department's opinion, readily collectible without recourse to the State's lien on the retained percentage. Upon non-payment by the general contractor, any supplier or subcontractor may file a lien against the retainage funds, pursuant to Chapter 60.28 RCV1l. Subcontractors or suppliers are required to give notice of any lien within forty-five (45) days of the completion of the Work and in the manner provided in RCW 39.08.030. Within sixty (60) days after completion of all Work on this Contract, the City shall release and pay in full the money held in the Fund, unless the �ty becomes aware of outstanding claims made against this Fund. City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South , RFB ver. 1-08 Intersection Improvements Page 40 February 2013 5. EQUAL OPPORTUNITY EMPLOYER In all Contractor services, programs or activities, and all Contractor hiring and employment made possible by or resulting from this Contract, there shall be no discrimination by Contractor or by Contractor's employees, agents, subcontractors or representatives against any person because of sex, age (except minimum age and retirement provisions), race, color, creed, national origin, marital status or the presence of any disability, including sensory, mental or physical handicaps, unless based upon a bona fide occupational qualification in relationship to hiring and employment, advertising, layoff or termination, rates of pay or other forms of �mpensation, 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, 44 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 rnntractor agrees to the clauses contained in Exhibit H. 6. INDEPENDENT CONTRACTOR/CONFLICT OF INTEREST 6.1 It is the intention and understanding of the Parties that the Contractor shall be an independent contractor and that the City shall be neither liable nor obligated to pay Contractor sick leave, vacation pay or any other benefit of employment, nor to pay any social security or other tax which may arise as an incident of employment. The Contractor shall pay all income and other taxes due. Industrial or any other insurance that is purchased for the benefit of the Gty, regardless of whether such may provide a secondary or incidental benefit to the Contractor, shall not be deemed ,to convert this Agreement to an employment contract. It is recognized that Contractor may or will be performing professional services during the Term for other parties; provided, however, that such performance of other services shall not conflict with or interfere with Contractor's ability to perform the Services. Contractor agrees to resolve any such conflicts of interest in favor of the City. 6.2 If the Contractor is a sole proprietorship or if this is a contract with an individual, the � contractor agrees to notify the City and complete any required form if the Contractor retired under a State of Washington retirement system and agrees to indemnify any losses the City may sustain through the Contractor's failure to do so. � r � 7. CITY'S RIGHT TO TERMINATE CONTRACT 7.1 Termination Without Cause. Prior to the expiration of the Term, this Contract may be terminated without cause upon oral or written notice delivered to Contractor from the City. Upon termination, all supplies, materials, labor and/or equipment fumished prior to such date shall, at the City's option, become its property. In the event Contractor is not in breach of any of the provisions of this Contract, Contractor will be paid for any portion of the Work which has been completed to the City's satisfaction, calculated by the percentage amount that portion of the Work completed and accepted by the City bears to the Total Compensation. 7.2 Termination For Cause. The City may immediately terminate this Contract, take -� possession of the Property and all materials thereon and finish the Work by whatever methods it may deem expedient, upon the occurrence of any one or more of the following events: , City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 41 February 2013 ' (1) If the Contractor should be adjudged a bankrupt. (2) If the Contractor should make a general assignment for the benefit of its creditors. (3) If a receiver should be appointed on the account of insolvency of Contractor. (4) If Contractor should persistently or repeatedly refuse or fail to supply a sufficient number of properly skilled workmen or proper materials for completion of the Work. (5) If the Contractor should fail to complete the Work within the time specified in this Contract. (6) If the Contractor should fail to complete the Work in compliance with the plans and specifications, to the City's satisfaction. (7) If the Contractor should fail to make prompt payment to subcontractors or for material labor. (8) If Contractor should persistently disregard laws, ordinances or regulations of federal, state, or municipal agencies or subdivisions thereof. (9) If Contractor should persistently disregard instructions of the Mayor or his or her representative. (10) If Contractor shall be in breach or violation of any term or provision of this Contract, or � (11) If the Work is not being performed pursuant to RCW 49.28.050 or 49.28.060. 7.3 Result of Termination. In the event that this Contract is terminated for cause by the City, the City may do any or all of the following: (1) Stop nayments. 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 �ty all of its costs and expenses in completing such Work. (3) Take Possession. The �ty may take possession of the Property and any equipment and materials on the Property and may sale the same, the proceeds of which shall be paid to the City for its damages. (4) Remedies Not Exclusive. No remedy or election under this Contract shall be deemed an election by the City but shall be cumulative and in addition to all other remedies available to the City at law, in equity or by statute. City of Federal Way RFB # 13-IA4 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 42 February 2013 8. INDEMNIFICATION 8.1 Contractor Indemnification. The Contractor agrees to indemnify, defend, and hoid 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 shatl not be limited in any way by any limitation on the amount of damages, compensation or benefits payable to or by any third party under workers' compensation acts, disability benefit acts or any other benefits acts or programs. 8.2 City Indemnification. The City agrees to indemnify, defend, and hold the Contractor, its o�cers, directors, shareholders, partners, employees, and agents harmless from any and all claims, demands, losses, actions and liabilities (including costs and attomey fees) to or by any and all persons or entities, including without limitation, their respective agents, licenses, or representatives, arising from, resulting from or connected with this Contract to the extent solely caused by the negligent acts, errors, or omissions of the City, its employees or agents. 8.3 Survival. The provisions of this Section shall survive the expiration or termination of this Contract with respect to any event occurring prior to such expiration or termination. 9. INSURANCE 9.1 Minimum Limits. The Contractor agrees to carry as a minimum, the foflowing insurance, in such forms and with such carriers who have a rating which is satisfactory to the City: (1) Workers' compensation and employer's liability insurance in amounts sufficient pursuant to the laws of the State of Washington; (2) Commercial general liability insurance with combined single limits of liability not less than $2,000,000 for bodily injury, including personal injury or death, products liability and property damage. (3) Automobile liability insurance with combined single limits of liability not less than $2,000,000 for bodily injury, including personal injury or death and property damage. 9.2 Endorsements. Each insurance policy shall rnntain, or be endorsed to rnntain, 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 Cty. City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 43 February 2013 (3) Coverage shall be primary insurance as respects the City, its o�cials, employees and volunteers. Any insurance or self-insurance maintained by the City, its officials, employees or volunteers shall be in excess of Contractor's insurance. (4) Coverage shall apply to each insured separately against whom claim is made or suit is brought. (5) Coverage shall be written on an "occurrence" form as opposed to a"claims made" or "claims paid" form. 9.3 Verification. Contractor shall fumish the City with certificates of insurance evidencing the coverage required by the Section, in compliance with the Certificate(s) of Insurance Form attached hereto as Exhibit "F", which certificate must be executed by a person authorized by the insurer to bind coverage on its behalf. The City reserves the right to require complete certified copies of all required insurance policies, at any time. 9.4 Subcontractors. Contractors shall include all subcontractors as additional insured under its policies or shall furnish separate certificates for each subcontrador. All coverage for subcontractors shall be subject to all of the requirements stated herein. 9.5 Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions must be disclosed by Contractor and approved in writing by the �ty. At the option of the City, Contractor shall either reduce or etiminate such deductibles or self-insured retentions or procure a bond guaranteeing payment for any amounts not covered by the insurance by reason of such deductibles or self-insured retentions. 9.6 Asbestos Abatement or Hazardous Materials. If asbestos abatement or hazardous materials work is performed, Contractor shall review coverage with the City's Risk Manager and provide scope and limits of coverage that are appropriate for the scope of Work and are satisfactory to the �ty. Contractor shall not commence any Work until its coverage has been approved by the Risk Manager. 9.7 Termination. The Contractor's failure to provide the insurance coverage required by this Section shall be deemed to constitute non-acceptance of this Contract by the Contractor and the City may then award this Contract to the next lower bidder. 10. PERFORMANCE/PAYMENT BOND Pursuant to RCW 39.08.010, Contractor shall post a Performance/Payment Bond in favor of the City, in the form attached to this Contract as Exhibit '�G" and incorporated by this reference, in a dollar amount satisfactory to the City; to guarantee Contractor's performance of the Work to the City's satisfaction; to insure Contractor's performance of all of the provisions of this Contract; and to guarantee Contractor's payment of all laborers, mechanics, subcontractors and material persons. Contractor's obligations under this Contract shall not be limited to the dollar amount of the bond. ii. SAFETY Contractor shall take al! necessary precautions for the safety of employees on the work site and shall comply with all appticable provisions of federal, state and municipal safety and health laws and codes, including without limitafion, all OSHA/WISHA requirements, Safety and Health Standards for Construction Work (Chapter 296-155 WAC), General Safety and Health Standards City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 44 February 2013 (Chapter 296-24 WAC), and General Occupational Health Standards (Chapter 296-62 WAC). Contractor shall erect and properly maintain, at all times, all necessary guards, barricades, signals and other safeguards at all unsafe places at or near the Work for the protection of its employees and the public, safe passageways at all road crossings, crosswalks, street intersections, post danger signs warning against any known or unusual hazards and do all other things necessary to prevent accident or loss of any kind. Contractor shall protect from danger all water, sewer, gas, steam or other pipes or conduits, and all hydrants and all other property that is likely to become displaced or damaged by the execution of the Work. The Contractor shall, at its own expense, secure and maintain a safe storage place for its materials and equipment and is solely responsible for the same. 12. PREVAILING WAGES 12.1 Wages of Employees. This contract is subject to the minimum wage requirements of Chapter 39.12 RCW and Chapter 49.28 RCW (as amended or supplemented). The Hourly minimum rates for wages and fringe benefits are listed in Appendix A. The Contractor, any suixontractor, 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. The Contractor shall ensure that any firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions of Chapter 39.12 RCW because of the definition "Contractor" in Chapter 296-127-010 WAC, complies with all the requirements of Chapter 39.12 RCW. 12.2 Exemptions to Prevailing Wage. The prevailing wage requirements of Chapter 39.12 RCW, and as required in this Contract do not apply to: (1) Sole owners and their spouses; (2} Any partner who owns at least 30% of a partnership; (3) The President, Vice President and Treasurer of a corporation if each one owns at least 30% of the corporation. 12.3 Reportin4 Requirements. On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the Engineer the following for itself and for each firm covered under Chapter 39.12 RCW that provided work and materials of the contract: (1) A copy of an approved "Statement of Intent to Pay Prevailing Wages" State L&I form number F700-029-000. The City will make no payment under this contract for the work performed until this statement has been approved by State L&I and a certified copy of the approved form has been submitted to the City. (2) A copy of an approved "Affidavit of Prevailing Wages Paid," State L&I form number F700-007-000. The �ty will not release to the contractor any funds retained under Chapter 60.28.011 RCVV until all of the "Affidavit of Prevailing Wages Paid" forms have been approved by State L&I and a certified copy of all the approved forms have been submitted to the City. City ofFederal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 45 February 2013 The Contractor shall be responsible for requesting these forms from the State L&I and for paying any approval fees required by State L&I. Certified payrolls are required to be submitted by the Contractor to the City, for the Contractor and all subcontractors or lower tier subcontractors. 12.4 Dis utes. In the event any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be resolved by the City and the Contractor, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State of Washington and the decision therein shall be final and conclusive and binding on all parties involved in the dispute. 13. FAILURE TO PAY SUBCONTRACTORS In the event the Contractor shall fail to pay any subcontractors or laborers, fail to pay for any materials, or fail to pay any insurance premiums, the City may terminate this Contract and/or the �ty may withhold from the money which may be due the Contractor an amount necessary for the payment of such subcontractors, laborers, materials or premiums. 14. OWNERSHIP OF DOCUMENTS All originals and copies of work product, including plans, sketches, layouts, designs, design specifications, records, files, rnmputer 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 Ciry at its request. 15. CONFIDENTIALITY Any records, reports, information, data or other documents or materials given to or prepared or assembled by the Contractor under this Contract will be kept as confidential and shall not be made available to any individual or organization by the Contractor without prior written approval of the City. 16. BOOKS AND RECORDS The Contractor agrees to maintain books, records, and documents which sufficiently and properly reflect all direct and indirect costs related to the performance of this Contract and such accounting procedures and practices as may be deemed necessary by the City to assure proper accounting of all funds paid pursuant to this Contract. These records shall be subject at all reasonable times to inspection, review or audit by the �ty, its authorized representative, the State Auditor, or other governmental officials authorized by !aw to monitor this Contract. 17. CLEAN UP At any time ordered by the City and immediately after completion of the Work, the Contractor shall, at its own expense, clean up and remove all refuse and unused materials of any kind resulting from the Work. In the event the Contractor fails to perform the necessary clean up, the City may, but in no event is it obligated to, perform the necessary clean up and the costs thereof shall be immediately paid by the Contractor to the City and/or the City may deduct its costs from any remaining payments due to the Contractor. City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersectipn Improvements Page 46 February 2013 18. CONTRACTOR AND SUBCONTRACTOR RESPONSIBILITY: 18.1 Contractor Verification. The Contractor verifies that it has a certificate of registration with the State of Washington; has a current state unified business identifier number; is not disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); has industrial insurance as required by Title 51 RCW, if applicable; has an employment security department number as required in Title 50 RCW, if applicable; has a state excise tax registration number as required in Title 82 RCW, if appficable; possesses a valid electrical contractor license as required by chapter 19.28 RCVU, if applicable; and possesses an elevator contractor license as required by chapter 70.87 RCVV, if applicable. 18.2 Subcontractor Contracts. The Contractor shall inc{ude 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 sub�ntractor responsibility criteria below. The requirements of this section apply to all subcontractors regardless of tier. 18.3 Subcontractor Verification. At the time of subcontract execution, the Contractor shall verify that each of its first tier subcontractors meets the following bidder responsibility criteria: Have a current certificate of registration in compliance with chapter 18.27 RCW, which must have been in effect at the time of subcontract bid submittal; Have a current Washington Unified Business Identifier (UBI) number; Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); Have Industrial Insurance (workers' compensation) rnverage 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 rnntractor license, if required by Chapter 19.28 RCVU, if applicable; An elevator contractor license, if required by Chapter 70.87 RCW. 19. GENERAL PROVISIONS 19.1 Entire Contract. The Contract Documents �ntain all of the agreements of the Parties with respect to any matter covered or mentioned in this Contract and no prior agreements or understandings pertaining to any such matters shall be efFective for any purpose. 19.2 Modification. No provisions of this Contract, including this provision, may be amended or added to except by agreement in writing signed by the Parties or their respective successors in interest. � 19.3 Full Force and Effect. Any provision of this Contract, which is declared inval'�d, 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. I' I� 19.4 Assignment. The Contractor shall not transfer or assign, in whole or in part, any or all of its obligations and rights hereunder without the prior written consent of the City. In the event the City consents to any such assignment or transfer, such rnnsent shall in no way release the - Contractor from any of its obligations or liabilities under this Contract. , City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements , Page 47 RFB # 13-104 RFB ver. 1-08 February 2013 19.5 Suaessors In Interest. Subject to the preceding Subsection, this Contract shall be binding upon and inure to the benefit of the Parties' successors in interest, heirs and assigns. 19.6 Attorney Fees. In the event the City or the Contractor defaults on the performance of any terms in this Contract, and the Contractor or City places the enforcement of the Contract or any part thereof, or the collection of any monies due, or to become due hereunder, or recovery of possession of any belongings, in the hands of an attomey, or file suit upon the same, each Party shall pay all its own attomeys' fees, costs and expenses. The venue for any dispute related to this Contract shall be King County, Washington. 19.7 No Waiver. Failure of the City to declare any breach or default immediately upon oaurrence thereof, or delay in taking any action in connection with, shall not waive such breach or default. Failure of the �ty to declare one breach or default does not act as a waiver of the �ty's right to declare another breach or default. 19.8 Governing Law. This Contract shall be made in and shall be governed by and interpreted in aaordance with the laws of the State of Washiru}ton. 19.9 Authori . Each individual executing this Contract on behalf of the City and Contractor represents and warrants that such individuals are duly authorized to execute and deliver this Contract on behalf of the Contractor or City. 19.10 Notices. Any notices required to be given by the Gty 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 personaliy to the addressee of the notice or may be deposited in the United States mail, postage prepaid, to the address set forth herein. Any notice so posted in the United States mail shall be deemed received three (3) days after the date of mailing. 19.11 Captions. The respective captions of the Sections of this Contract are inserted for convenience of reference only and shall not be deemed to modify or otherwise affect in any respect any of the provisions of this Contract. 19.12 Performance. Time is of the essence of this Contract and each and all of its provisions in which performance is a factor. Adherence to completion dates is essential to the Contractor's performance of this Contract. 19.13 Compliance with Ethics Code. If a violation of the City's Ethics Resolution No. 91-54, as amended, occurs as a result of the formation and/or performance of this Contract, this Contract may be rendered nulf and void, at the City's option. 19.14 Conflictin4 Provisions. In the event of a canflict between the terms and provisions of any of the Contract Documents, the Mayor or his or her designee shall issue an interpretation of the controlling document, which interpretation shall be final and binding. City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 48 February 2013 DATED the day and year set forth above. CITY OF FEDERAL WAY ► By: ip Priest, ayor , 33325 8th Avenue South , �.. Federal Way, WA 98003-6325 ATt'EST: Clerk, Carol McNeil y, CMC APPROVED AS TO FORM: Ci Attorney, Patricia A. Richardson City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements �� �b� NAl1AJlA� .4 MA�AOM a/OS ,at de� as�3 taam#nwaqA �M TITAN EARTHWOR LLC By: � v. William Gill, Member 13806th ! lP`�� St. � Sumner, WA 98390 206-325-3004 Page 49 RFB # 13-104 RFB ver. 1-08 February 2013 STATE OF WASHINGTON ) ' ) ss. COUNTY OF �� ) On this day personally appeared before me �%1��1GlvY� �. ���� to me known to be the /V4e,�MaOCv of "ftTAN fzurl�wv�avlc,uG �that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. GNEN my hand and official seal thi Mobrp PMNa MO�RBI N lw CA�IL*I.�IiAN M�r ApOoinpMnt Eqirq WO /8. 20/i City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements s 2� day of �vi � , 20� L. ped/printed name of notary) Notary Public in and for the State of Washington. My commission expires �b lb� 2Dlb Page 50 � � ' ' �I ' ' ^,I � , , , ' , ' ' ' ' RFB # 13-104 , RFB ver. 1-08 February 2013 ' I3rparhtient of I.abor and Industries �AIItrdCt �C35C PO BOR a�ii�} Olyn�pia. WA 98SIIA-44272 EXHIBIT A -r.rr,�A �r='._. s Request for Contract Release N4TICE OF COMPLETTON 4F PL3BLiC WORKS COi�TTRt�CT Do not pay retained fuuds until you have Departmeut of Labor and Iudustries approval Contractor's Tax Registration Na (iTBI No.} Date: From: �Yotfce is hereby given relati��e tn the enmplet�'on of e,ontract nr prnjeet described beiow Project NunelDescrigtion of Project: Contract Number: Contract Amonnt: Retained Amount: Contractrn's Nasue: Telephone 1�Iumb�: Conhactor's Address: Date Cangact Awarded: Date V4�ork Gonm�iced: I?ate Woric Completed: Date Work Aceepted: Surery or Banding Compa�ry: Agee►t's r�ddress: Please li�t Sabeontr�rto��s 1�elotiv: Conrinare Sirbcontractors list ora oiher side. Subcoutractor's Nune ITBI Niunber: ` "" , `� Conunents: �. � � ,. . �� � , Coniact Name: Phane i�imnber: Etnail Address: The Dislxusing Officer nnus# complete and submit this notice ta the Department of Labor and i�dustries immediately after acceptance of the work doAe uuder this coutract. Mail ihis notice to DepaiYment of Labor amd Industrie.s, Contract Release, PO Box A4274, Oly�pia, WA 98504-d274, or fa�t to (3b0) 90?-6897 or e-n�a.il to ContractRelQase(mhu:wa.gov. I3Q PAYMENT SHAL.I. BE MADE FRQZvi RETAFNED FLiNDS imiil rPCeipt of the Depaztrtrnnent's certificAte of release, and then only in accorduxce with the certificate. For assistauce contact Contrnct Release nt (350} 902-536d. Fars-o3s�oo �u �c�a ne�eo9-� City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 51 February 2013 PIeuse iist Sabcontraetors bela�c-: Subcflniractor's Name LTBI N�r_ ' � , ' ' ' , ' ' r � � � � � � _� City of Federal Way RFB # 13-104 � South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 52 February 2Q13 , ' ' , ' , EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT South 320th Street at 20th Avenue South Intersection Improvements PROJECT NUMBER CONTRACTOR CHANGE ORDER NUMBER EFFECTIVE DATE � SUMMARY OF PROPOSED CHANGES: ' The time provided for completion in the Contract is ❑ Unchanged ❑ Increased ❑ Decreased by Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. ' Will this change affect expiration or extent of Insurance coverage? ❑ Yes ❑ No If "Yes" Will the Policies Be Extended? ❑ Yes ❑ No ' ' ❑ PRICE CHANGE LUMP SUM: INCREASE $ UNIT PRICE: DECREASE $ THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO. ITEM QUANTITY UNIT PRICE ADD OR DELETE � TOTAL NET CONTRACT: INCREASE $ DECREASE $ ' STATEMENT: Payment for the above work wil/ t� in accordance with app/icab/e �rtions of the standard sperifications, and with the understanding that a// materia/s, workmanship and measu�ements sha// � be in accordance with the provisions of the standard specifications, the contract p/ans, and the special provisions governing the types of construction. � � I' � I , CONTRACTOR'S SIGNATURE City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements CARY M. ROE, P.E. DIRECTOR OF PARKS, PUBLIC WORKS, AND EMERGENCY MANAGEMENT Page 53 f�7.�1� RFB # 13-104 RFB ver. 1-08 February 2013 DEPARTMEIVT RECAP TO DATE: ORIGINAL CONTRACT AMOUfVT PREVIOUS CHANGE ORDERS THIS CHANGE ORDER *AD�USTMENTS NEW CONTRACT AMOUNT AD7USTMENTS CHANGE ORDER ESTIMATE IS HEREBY PAY THIS ADJUSTED AMOUNT City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements Page 54 *Adjustments: $ $ $ $ $ ❑ INCREASED $ ❑ DECREASED $ $ CARY M. ROE, P. E. DIRECTOR OF PARKS, PUBLIC WORKS, AND EMERGENCY MANAGEMENT RFB # 13-104 RFB ver. 1-08 February 2013 EXHIBIT C CONTRACTOR'S RETAINAGE AGREEMENT City of Federal Way Bid/Contract Number 33325 8th Avenue South Federal Way, WA 98003-6325 253-835-7000 IDENTIFICATION AND DESCRIP'TION Project Title Contractor Representative Bid No. Date Administering Department City Representative Funding Source Project Authority RETAINAGE FORMULA In accordance with appiicable State Statutes, the following provisions wili be made for the disposition of the retainage heid for investment: 1. 2. 3. All investments selected below are subject to City approval. Retainage under this agreement will be held in escrow by the (referred to herein as the Bank), the terms of which are specified by separate escrow agreement. The cost of the investment program and the risk thereof is to be borne entirely by the contractor. The final disposition of the contract retainage will be made in accordance with applicable statutes. CONTRACTOR'S INSTRUCTIONS Pursuant to RCW 60.28.010 I hereby notify the City of Federal Way of my instructions ❑ to invest ❑ not t� invest the retainage withheld under the terms of this connact. If the investment option is selected, please provide the following information: Name of Bank, Mutual Fund, or Savings & Loan Association: Address: Account #: Contractor: By: Address: Fed ID #: C1TY APPROVAL Approval of Investrnent Program and Retainage Agreement CERTIFICATION FOR RELEASE OF CONTRACT REfAINAGE Contract No. Project Title: Contact Person: Date: Title: Phone: Est. Completion Date: _ Finance Director Date I hereby certify, as Contract Administrator for this Contract representing the City of Federal Way, that all work required by the above cited coniract was completed on and final acceptance by the City was granted on . I also certify that no liens have been received within 30 days from the above date from any person, persons, mechanics, subcontractors or materialman who has performed any work or provided any material of subject contract. Contract Administrator Director of Administering Department Also, please find attached certifications by the applicable state agendes of the receipt of: 1) Washington State Business Taxes (Washington State Dept. of Revenue); 2) Industrial Insurance Premiums (Sbte Dept. of Labor & Industries); and 3) Employment Securiry, Unemploymerrt Insurance Premiums (State of Washington Employment Security Dept.) City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 55 February 2013 City of Fede al Way South 320th Street at 20th Avenue South Intersection �mprovements Page 56 RFB # 13-104 RFB ver. 1-08 February 2013 '. ' ' � ' � ' ' ' Bond No. 0171001 EXHIBIT D RETAINAGE BOND TO CITY OF FEDERAL WAY SOUTH 320TH STREET AT 20TH AVENUE SOUTH INTERSECTIONIMPROVEMENTS KNOW ALI. PERSONS BY THESE PRESENTS that we, the undersigned, TITAN Earthwork. LLC , as �prfncipal ("Prindpal'�, and Berkley RQ„gional Insurance Com�anya Corporation organlzed and extsting under the laws of the State of DelawarP , as a surety Corporation, and qualifled under the laws of the State of Washington to become surety upon bonds of Contractors wid� Municipal Corporations, as �rety ("Suret�, are jointly and severally held and flrmly bonded to the City of Federal Way ("City'� in the penal sum of: Si�ctv-Six Thousand Two Hundred Six " ($ 66.206.19 1 for the payment of which sum we bind ourselves and our successors, hefrs, administrators or personal representatives, as the case may be. *and 19/100 Dollars A. This obligation is entered into in pursuant to the statutes of the State of Washington and the ordinances, regulations, standards and policies of the City, as now exisdng or hereafter amended or adop6ed. 6. Pursuant to proper authorization, the Mayor is authorized to enter Into a c�taim m�trad witl� the Prindpal, providing for theSouth 320th Street at 20th ""project, which contract fs incorporated herein b�r this reference ("Contracr�, and **Avenue South Intersection Improvements C. Pursuant to State law, Chapter 60.28 RCW, the City fs requfred to reserve from the monies eamed t�r the Principal pursuant to the contract, a sum not to exceed five percent (SS�), said sum to be retained by the City as a trust fund for the protectfon and payment of any person or persons, mechanic, �bcontractor or mat�lalmen who shall perform any labor upon such contract or tl�e doing of such work, and all persons who shall suppfy such person or persons or subcontractors with provisions and supplies for the carrying on of such work, and the State with the respect to taxes imposed pursuant to TiNe 82 RCW whfch may be due from safd Principal. Every person performing labor or furnishing supplies towards completion of said improvement or work shall have a lien on said monies so reserved, provided that such notice of the Ifen of such claimant shall be given in the manner and within the time prov�ed in RCW 39.08.030 as now existing and in accordance wtth any amendments that may hereafter be provided ther�o; and � D. State law further provides that with the consent of the City, the Prindpal may submit a bond for all or any � pertion of the amount of funds retained by the public body in a form acceptable to the pubiic body conditioned upon such bond any proceeds therefrom being made subject to all claims and liens and fn the same manner and priority as set forth retained percentages pursuant to Chapter 60.28 RCW; and � � � ' � E. The Principal has aaepted, or is about to accept, d�e Contrad, and undertake to perform the work therein provided for in the manner and withln the time set forth, for the amount of $1, 324.123.75 : and F. The City is prepared to release any required retainage money previously paid by the Prindpal prior � acceptance and successful operadon and futfillment of all other terms of said contract upon being indemnified� by these Prese�ts, NOW, 7HEREFORE, if the Principal shall perform all the provisions of the Contract in the manner and wNhtn the time period prescrlbed by the �ty, or within such extensions of time as may be granbed under the Cantract, and d�all pay all laborers, mechanics, subcontractors and material men or women, and all persons who �all supply the Principal or sub�ntractors with provisions and supplies for the carrying on of safd work, and if the PrinciRal shall pay to the Sbte all taxes imposed pursuant to Title 82 RCW which may be due from such Principal as a result of this contract then and in the event this obligation shall be void; but othervvise it shall be and rema(n in full force and effect. Md the Surety, for value received, hereby further stipulates and agrees that no change, extension of Ume, alteradon or addition to the terms of the Contract or to the work to be performed thereunder or the specificatlons acxompanying the same shall in any way affect iks obligation on th(s bond, and it does hereby waive notice of any change, extension of time, alterations or addttlons to �e terms of the Contrad or to the Work. The Surety hereby agrees that modificatlons and changes may be made in the terms and provisions of•the ' Contract without notice to Surery, and any such m�ifications or changes increasing the total amount to be paid the Principal shall automatically increase the obligatfon of the Surety on this Retainage Bond In a like amount, such ina�ea�, however, not to exceed twenty-five percent (25%) of the orfginal amount of this bond without consent of the Sur�y. City of Federal Way RFB # 13-104 � South 320th Street at 20th Avenue South RFB ver. 1-08 Inters�tion Improvements Page 57 February 2013 , � ' � , � Within forly-flve (45) days of receiving notice that the Principal has defaulted on all or part of the terms of the Contract, the Surety shail make written commitment to the Gty that it will either: (a) cure the default itseif within a reasonabie time period, or (b) tender to the City, the amount necessary for the City to remedy the default, including legal fees incurr� by the City, or (c) in the event that Surety's evaluation of the dispute (s not complete or fn the event the Surety disputes the City's claim of default, the Surety shall notify the City of its finding and its intent, if any, to interplead. The Surety shall then fulfill its obligations under this bond, according to the option it has elected. Should Surety elect option (a) to cure the default, the penal sum of the Bond shall be reduced in an amount equal to the costs actually incurred by the Surety in curing the default. If the Surety elects opNon (b), then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The �ty shall return, without interest, any overpayment made by the Surety and the Surety shall pay to the City any actual wsts 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 arlse between the Parties to this Bond wtth respect to tl�e Qty's declaradon of , default by the PrUcipal, the Parties agree to participate in at least four hours of inediation in accordance with the mediation procedures of United States Arbitration and Mediation ("USA&M'�. The Partfes shall proportionabely share in the cost of the medfadon. The mediation shall be admfnistered by the Seatde USA&M office, 4300 iVvo Union Square, 601 Union Street, Seattle, Washington 98101-2327. The Surety shall not interplead prfor to completion of the mediatfon. , ' , ' ' ' L ' ' CI , ' , The parties have executed this instrument under their separate seals this 19th day of A�ril 20� the name and corporate seal of each corporate parly hereto afflxed, and these presents duly signed by its undersigned representadves pur�ant to authority of its governing body. CORPORATE SEAL: �"���� ��i �.�;.'�.���,.�+w�"�� �� . = �$.i�r. �. a': �- �-' � � r" ;��20��'}�" . W � 5!Ilhi:i - .� . � ; t� �ou r �,�{t • � ;� ;��I�:�7.7:�1_�9�« . RK�-F Y � �� ,�� �„ ....., �`6� , ,� �v �'� t� `� � ':�'� _ � '' r ��' -�•�i-� � � � ' �� �,�: �• ;,���;: ��.: ��A � � , • � .•• ��. � �•�.d'�"1�,1'.1 �''�\ City ofFederal Way South 320th Street at 20th Avenue South Intersection Improvements Page 58 PRINQPAL TITAN rth ork, LLC � By: Title: �QI'YLfJC� Address: 13806 16th St E Sumner. WA 98390 SURETY Berkley Regional Insurance Comapny By: _ �`-�� " r ",� Attomey-in-Fact (Attach Power of Atbomey) Title: Christopher Kinvon, Attomey-in-Fact Address: 701 Fifth Avenue. Suite 3505 Seattle. WA 98104 RFB # 13-104 RFB ver. 1-08 February 2013 � I� �' CERTIFICATES AS TO CORPORATE SEAL , a nvt-av� pc�bl«. I hereby certify that I am t�= '"��:�� •• ---_�__.., of the Corporation named as Principal in the :- -------- �-; -==: -�.,,.. , within bond; that _ W�ll►avn E• C-�ill , who signed the said bond on behalf of the Principal, was �%eww�hev of said Corporation; that I know his or her signature thereto is genuine, and � that said bond was duly signed, sealed, and attested for and In behalf of said Corporation ,by aathority of Its governing body. � �J Not,ry Public State of Washington MORGANLCALLAHAN My Appointment Expires Feb 16, 2016 �� i � � � , � ��.L._ i � �� � / �,�swR�wi.� _ — ,�, �,, .. - . . . .., ' , � a notary public I hereby certify that I am of the Corporation named as Surety in the within bond; that Christoqher Kinvon , who signed the said bond on behalf of the Surety, was ' Attorney-in-Fact of the said Corporation; that I know his or her �gnature thereto is genuine, and that said bond was duly sfgnetl, sealed, and attested for and In behalf of said Corporation by authorfty of its gavern(ng body. �,,��,; n���il�i��� I �.,, GY A...,�/',>, • � '�: � ��i�osiea'���.,�'RT�<, t : � �pT�qy, {°°S: - � K N�;ra A�'BIiC ��.��-. .� .,.� ti�; ��; ,: , .,�sn +:• C, � '' y• ..... � ,,,. ', AOP�iR6DtY�f TO FORM: , , � �� ,: , ' � �%�� Patricia A. Richardson, Caty Attorney ' City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements � Page 59 � � , � �r l �i,� •. � - •,:�. : ��,� �.,�Z'�"�'� . �, ,:�.�.��.� ,� � -.. . _ . RFB # 13-104 RFB ver.1-08 February 2013 �. POWER OF ATTORNEY BERKLEY REGIONAL INSURANCE COMPANY WILMINGTON, DELAWARE No. 1220h ' NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERKLEY REGIONAL INSURANCE COMPANY (the "Company"), a �� corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Urbandale, Iowa, has made, constituted and appointed, and does by these presents make, constitute and appoint: Karen Swanson, Anne E. Strieby, ,� Ju[ie R. Truitt, Peggy A. Firth, Eric Zimmerman, Brent E. Heilesen, Jenndfer L. Snyder, Christopher Kinyon, Jamie Diemer, � Sandra Kulseth, Phylis C. Robison or Ke[lie Hogan of Propel Insurance of Tacoma, WA its true and lawful Attorney-in-Fact, to �sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financia) Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 �� U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly �' � elected officers of the Company at its principal office in their own proper persons. � :� �•� This Fower of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, �' .� without giving effect to the principles of conflicts of laws thereo�: This Power of Attorney is granted pursuant to the following �� resolutions which were duly and validly adopted at a meeting of the Board of D'vectors of the Company held on August 21, 2000: � �� "RESOLVED, that the proper officers of the Company are hereby authorized to execute powers of attorney authorizing and �� qualifying the attorney-in-fact named therein xo execute bonds, undertakings, recognizances, or other suretyship obligations °= on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; �. � and further 3 o RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, �'� or other suretyship obligations specifically named therein, and they have no authority to_bind the Company except in the � manner and to the extent therein stated; and further . o RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and �o fi�rther � RESOLVED, that the signature of any authorized officer and the seal of the Company may- be affixed by facsimile to any 0 o�n power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or �'� other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as ��' though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any � person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have a•�, ceased to be such at the time when such instruments shall be issued. U. ¢,i � . � . � . , �� IN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its �corporate sea] hereunto affixed this/'ff day of 2013. ° � Attest: � Berkley Regionallnsurance Company � � - �(Seal) By ,� By ��, Ira S. Lederman Je . after '" b Senior Vice President & Secretary mor V President � o WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER. 'd � STATE OF CONNECTICUT ) � , ) ss: o COUNTY OF FAIR�FIELD ) � � •� �°Sworn to before me, a Notary Public in the State of Connecticut, this f� day of 2013, by JefGey M. Hafter and �,�Ira S. Lederman who are sworn to me to be the Senior Vice President, and the Seni Vice Presi nt and Secretary, respectively, of �Berkley Regional Insurance Company. E�LEEN KILLEEN t� � � � I� L...,� �, � N07i1XYPUI1LfC. STATEUFCONN6CTICUT Notary Public, State of Connecticut MY EOMMISSION EXPIRES JUNE 30, 2017 :y .,;,,,����"", �� �,�%�`` �� CERTIFICATE z�,Ct�.u�dFerci���Assistant Secretary of BERKLEY RE6IONAL INSURANCE COMPANY, DO HEREBY CERTIFY that the ��'�'egDi�g•ts�a �c�rrect and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked. �¢r re�c'�a�ati�.tk3at:the authority of the Attorney-in-FacY set forth therein, who executed the bond or undertaking to which this �Pov�er qf �°rne� �ttached, is in full force and effect as of this date. - �.,. ,.1��eti �r my hand and seal of the Company, this � 4� day of f i f ,�� ,`(Se �e! 5 � J�-� ' j,a� - _AW., Andrew . T , ' Instructions for Inquiries and Notices Under the Bond Attached to This Power Berkley Surety Group, LLC is the affiliated underwriting manager for the surety business of: Acadia lnsurance Company, Berkley Insurance Company, Berkley Regional Insurance Company, Carolina Casualty Insurance Company, Union Standard Insurance Company, Continental Western Insurance Company, and Union Insurance Company. To verify the authenticity of the bond, please call (866) 768-3534 or email BSGInquiry@berkleysurety.com Any written notices, inquiries, claims or demands to the surety on the bond to which this Rider is attached should be directed to: � Berkley Surety Group, LLC 412 Mount Kemble Avenue Suite 310N Morristown, NJ 07960 Attention: Surety Claims Department Or email BSGCIaim@berkleysurety.com Please include with all notices the bond number and the name of the principal on the bond. Where a claim is being asserted, please set forth generally the basis of the claim. In the case of a payment or performance bond, please identify the project to which the bond pertains. _�y;r I r , ..'- _ ��- ' ,� � , � � � � . I , I � ' f I � ' � '' ' :� i � EXHIBIT E NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGANIZATIONS NONDISCRIMINATION IN EMPLOYMENT T0: ALL EMPLOYEES � ' AND T0: Laborers Union Local 440 & Operating Engineers Local 302 (Name of Unfon or Organization) The undersigned currently holds contract(s) with TITAN Earthwork, LLC involving funds or credit of the �ty of Federai Way, Washington, or (a) subcontract(s) with' a prime contractor holding such contract(s). You are advlsed 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 obiiged 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 inciudes, but is not limited to, the following: EMPLOYMENT, UPGRADING, TRANSFER OR DEMOTION RECRUTfMENT AND ADVERTISING RATES OF PAY OR OTHER FORMS OF COMPENSATION � SELECTION FOR TR�AINING INCLUDING APPRENTICESHIP, LAYOFF OR TERMINATION This notice is furnished to you pursuant to the provisions of the above conkract(s) or submntractor(s) and Executive Order 11246. Copies of this Notice will be posted by the undersigned in conspicuous piaces available to employees or applicants for employment. Complaints may be submitted to: �lol�� l�u-lke ,' P� • '� City of Federal � ay ' 33325 8�' Avenue South Federal Way, WA 98003 i ';: ' , � ' City ofFederal Way . South 320th Street at 20th Avenue South Intersection Improvements Page 6 ] TITAN Earthwork, LLC 1380616th Street East Sumner, WA 98390 (Contractor or subcontractor) 04/24/2013 ' Date RFB # 13-104 � RFB ver.1-08 February 2013 EXHIBIT F CERTIFICATE OF INSURANCE City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 63 February 2013 City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements Page 64 ' I� ' � ' ' , � ' � � � RFB # 13-104 � RFB ver. 1-08 February 2013 , I '� ' , , ' ' ' ' � ' ' ' ' ' ' ' 0 Client#: 119927 TITAEART DATE (MM/DDIYYYI� ACORD,� CERTIFICATE OF LIABILITY INSURANCE 4/18/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF 1NFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR N�GATIVELY 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 co rac Christine Maden NAME: Propel Insurance PHONE g00499-0933 ac N,: 866.577.1326 Tacoma Commercial Insurance e.�anni�� EM: nouRess: CLM@propelinsurance.com 1201 Pacific Ave, .SUIt@ � 0�0 INSURER(S) AFFORDING COVERAGE NAIC S Tacoma, WA 98402 �NSUREaa: Continentai Casualty Company 20443 INSURED iNSURER B: Navigators Insurance Company TITAN Earthwork, LLC Westchester Sur lus Lines Insur 1380616th St E INSURER C: P iNSUReR�: Amerlcan Casualty Co of Reading Sumner, WA 98390 INSURER E : � 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 NEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAlMS. INSR TypE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LIMITS LTR INSR NND POLICY NUMBER MM/DD MM/DD A GENERAL LIABILITY X X 5084202459 4/05/2013 04/05/201 EACH OCCURRENCE $ 7 000 000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea �uE °� $1 OO OOO CLAIMS-MADE � OCCUR MED EXP (My one person $S OOO X PD Ded: $Z,OOO PERSONAL 8 ADV INJURY $ ��OOO OOO GENERALAGGREGATE $Z OOO OOO GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGCa $2 OOO OOO POLICY X PR� LOC $ p AUTOMOBILE W461LITY X X 5084202445 4/05/2013 04/05/201 Ea acddeMSINGLE LIMIT 1�000�000 X ANYAUTO BODILYINJURY(Perperaon) $ ALL OWNED SCHEDULED BODILY INJURY (Per acddent) $ X H RTEDSAUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ B UMBRELLA LIAB X occuR X X SE13EXC7512601V 4/05/2013 04/05/201 EACH OCCURRENCE 55 000 000 )( EXCESS LIAB CLAIMS-MADE AGGREGATE $S OOO OOO DED RETENTION $ $ WORI�RS COMPENSATION (WA Stop Gap) wc sTnru- orr+- AND EMPLOYERS' LIABILITY A ANY PROPRIETOR/PARTNER/EXECUTIVE Y� N 5084202459 4/05/2013 04/05/201 E.L. EACH ACCIDENT $� 0�� ��� OFFICER/MEMBER EXCLUDED? a N/ A (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $� OOO OOO DESCRI�ON OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $� OOO�OOO C Pollution G24268706002 4/05/2013 04/05/201 52,000,000 Each Liability $2,000,000 Aggregate DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, it moro space is required) RE: South 320th Street at 20th Avenue South Intersection Improvements Project (RFB 13-104). The City of Federal Way and Berger ABAM are additional insured per the attached endorsement. City of Federal Way ' 33325 8th Ave South Federal Way, WA 98003-6325 ' , SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELNERED IN ACCORDANCE WffH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATNE � A'� m 1888-2010 ACORD CORPORATION. All rtghts reserved. ACORD 25 (2010J05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S1124052/M1117884 KTR00 ', � ' This page has been left blank intentionally. ' W ', ' ' ' � 1 , ' ' , ' , L _: ' � , ' � � TITAN Earthwork, LLC 5084202459 ��� G-140331-C (Ed. 'Ia/10) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ 1T CARE�UL�Y. BLANKET ADDITI�NAL INSURED - OWNERS, LESSEES OR CQNTRACTORS - WITH PRODUCTS-COMPLETED OPERATfONS C4VERAGE This endorsement modifies insurance provided under the follawing: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCFiEDEILE (OPTIO{VA!) Name of Additionai Insured Persans Or Organizations (As required by "wriften contract" per Paragraph A. below.) Locations of Covered Operations (As per the "written contract," provided the lacation is within the "coverage territory" of this Coverage Part.) A. 3ection II - Who Is An Insured is amended to include as an additianal insured: 1. Any persan ar organizatian whom you are required by "written cantract" to add as an additional insured an this Coverage Pa�t; and 2. The particular person or organizatian, if any, scheduled above. B. The insurance provided to the additional insured is limited as follows: 1. The person ar arganization is an addi4anal insured only with respect to liability for "bodily injury;' "property damage," or "personal and advertising injury" caused in whole or in part by: a. Your acts or omissions; or b. The acts ar omissions of those acting an your behalf in t7�e perFormance of yaur ongoing operations specified in the "written contrac#"; or c. "Your work" that is specified in the "written contract" but anly for "bodily injury" or "property damage" included in the "praducts-compteted operadons hazard," and only ifi: (1) The "written contracf° requires you #o provide the additional insured such coverage; and (2j This Cnverage Part p�ovides such coverage. 2. We will not provtde the additional insured any broader coverage or any higher Iimit of insurance than the least that €s: a. Required by the "written contract'; b. Qescribed in 8.1. above; or c. Afforded to you under this policy. 3. This insurance is excess of al! other insucance availabie to the additional insured whether on a primary, excess, contingent or any other basis. But if required by the "written contract," this insurance wilt be primary and non-contributory relative to insurance on which the additfonal insured is a Named Insured. 4. 7he insurance pravided to the additional insured does not apply t� "bodily injury," "property damage," ar "persanal and advertising injury arising aut of: a. The rendering of, or the failure to render, any professional architectural, engineering, ar sunreying services, including: (1 j The preparing, approving, or failing to prepare or approve maps, shop drawings, , opEnions, reports, surveys, field orders, change arders nr drawings and specificabons; and (2) Supervisory, inspection, archifecturaf or engineering activities; ar G-140331-C Includes copyrighted materfal of Insurance Sendces Office, Enc., with its permission Page 1 af 2 (Ed. 10l14) '. ' � ' � L' , ' � � TITAN Earthwork, LLC ��� 5084202459 b. Any premises ar work for which the additiona! insured is specificaliy listed as an addiaonal insured on ar�other endorsement attached to this Coverage Part. C. SECTION IV — COMMERCIAL GENERAL L1A81L!'fY CONDITIONS is amended as fallows: 1. The Duties in The Event af Occurrence, (3ffense, Claim ar Suit conditlan is amended ta add the foffowing additional conditions applicable to the additional insured: An additional insured under this endorsement will as saon as practicabEe: (7) Give us written notice af an "occurrence" or an ofFense whlch may result in a ciaim or "suit" under this insurance, and of any claim or "suit" that daes resuft; (2) Except as provided in Paragraph B.3 of this endorsement, agree to make available any other insurance the additional insured has far a loss we cover under this Coverage Pa�; ' (3} Send us copies of all lega! papers received, and otherwise cooperate with us in the investigation, defense, or settlement of the claim or "suit"; and � ' , � ' , ' �'I ,___J (4} Tender the defense and indemnity of any claim or "suiY' #o any other insurer or self insurerwhflse poficy or program applies to a loss we caver under this Coverage Pa�. But if the "written contracY' requires this insurance to be primary and nan- cantributory, this provfsian (4j does not appfy to insurance on which the additionai insured Es a Named Insured. ' G-940331-C �Ed. �a�a3 , G-140331-C (Ed. 10/10} We have no duty to defiend or indemniiy an additionaE insured under this endorsement uniil we ceceive from the additional insured written noFice of a claim ar "suit." 2. With respecE only to the insurance provided by this endarsement, the first sentence af Paragraph 4.a. af the Other Insurance Condition is deleted and replaced with the folfowing: 4. Other Insurance a. Primary Insurance This insurance is primary and non- contributory except when rendered excess by endorsement G-14033'E-C, or when Paragraph b. below applies. D. Only for the purpose of the insurance provided by this endorsement, SECTION V— DEFIN1ilONS is amended to add the following definition: "Written contract" means a written contract or written agreement that requires yau to make a person or organization an addidonal irtsured on this Caverage Part, provided the contract or agreement: 1. is currently in efiFect or becomes efFective during the term of this policy; and 2. Was executed prior fo; a. The "bodily injury" or "property damage"; or b The ofFense that caused the "personal and �dvertising injury" � for which the additional insured seeks coverage under this Coverage Part Includes copyrighted materia! of lnsurance Services Oifice, lnc., with Its permissfon Page 2 of 2 G-18652-J ��� 5084202459 ��d' fl7-�2� CONTRACTORS' GENERAL LIABILITY EXTENSIQN ENDORSEMENT It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LiABitl'fY COVERAGE PART as follows. 7he changes this endorsement makes do not apply with respect ta any coverage that has been excluded or amended by another endorsement attached to this policy. SCHEDULE Coverage is summarized below. For particulars and limitations affeccting each coverage, please refer to the carrespanding policy provisions in the body of this endo�sement 1. Additional (nsureds Seven addibonal insured extensions. 2. Bodity lnjury — Expanded Definition 3. Broad Knawledge of Occurrencel Notice of Occurrence 4. Broad Named Insured 5. Broadened Liability Co�erage For Damage To "Your Product" And "Yaur Work" Limi� $900,OQ0. 6. Contractual Liability — Railroads Expanded defini#ian of "insured contract." 7. Contractual Liability For Personal And Advertising Injury 8. Electronic Data Uability l.oss of Elec#ronic Data LimiC $100,OQ0. 9. Expanded Persartal And Advertising lnjury - Discrimination Or Humiliation 10. Expec#ed Or Intended Injury Reasonable force —"bodily injury" ar "pro erty darnage" 14. General Aggregate Limits Of Insurance - Per Project 12. ln Rem Actians '13. lncidental Health Care Malpractice Goverage � 14. Joini VentureslPartnership►Limited Liahility Companies Coverage for your interest in such terminated or ended organizations. 15. Legal LiabqitylAlienated PremiseslBorrowed Equipment Goverage Extended perils. Default limit increased to $5Q0,000 for Damage to Premises Rented To You. $25,Oa0 [imit for "praper#y dama e" to borrowed tools ar equipment at a jobsite. 16. Liberalization Clause '17. Liquar Liability Goverage Extension 18. Medical Fayments Limits increased to $15,004. Repa�ing increased to three years f�om the date of accident 19. Non-owned Aircraft Coverage 20. Non-owned Watercraft lncreased to 75 feek 27. Primary And Non-Contributary To Qther lnsurance 22. Property Damage - Elevators Z3. Supplementary Payments Cost of baii bonds increased to $5,000. Daily loss ai eamings increased to $1,000. 24. Unintentionat Failure To Disciose Hazards 25. Waiver of Subrogatian - Blanket Waiver of subrogatian where uired by wriften contract or written a reement 26. Wrap-Up Extension G-18652-J (Ed., 07-12) Page 1 of 12 � Copydght, CNA AI[ Rights Reserved. � �'/IiA ' 1. ADDITI�NAL INSURED 5084202459 � S�CTIDN li — WHO IS AN INSURED is amended to inciude as an insured any person or organizatian (cailed additional insuredj described in paragraphs A. through G. befow whom you are required to add ' as an additionai insured on this policy under a written contract or written agreemen#, provided the written contract or written agreemenk ' ' , C._J , , � ' � i. !s currenfly in efFect ar becomes efFective during the term of this palicy; and ii. Was execuEed prior to the "bodily injury," "property damage" or "persanai injury and advertising injury" for which the addi�onal insured seeks caverage. However, we will not provide the additional insured any broader coverage or any higher limit of insurance than the least that is: a. The maximum permii#ed by law; b. Required in the written contract or written agreement; c. AfForded to you under khis policy; or d. Described in the applicable paragraphs A. th�ough G. below. : A. C�ntrolling Interest Any persons or organizatians wf#h a controlling interest in yau but on{y with respect to their liability arising aut of: 1. Their financial control af you; pr 2. Premises they own, maintain or control while you lease or occupy these premises. This insurance does not apply to structura! aiteratians, new construction and dernoiition operations performed by or for such additianal insured. B. Co-owner of Insured Premises A co-owner of a premises co-awned by you and ' covered under thts insurance but uNy with respect to the co-owner's liabilify as co-owner of such premises. , � � ' C. I.essor - Equipment 1. Any person or organization from whom you lease equipment, but only with respect fo liabiliry for "bodily injury," "prope�ty damage" or "personal and advet#ising injury" caused, G-18652-J (Ed. 07-12) 2. Wi#h respect to the insurance afforded to these additional insureds, this insurance does not apply to any "occurrence" which takes place after the equipment (ease expires. D. Lessor - Land An owner or other interest from whom land has been leased by you but only w�th respect to liability arising out of the ownership, mainfenance ar use of that specific pari of ihe land leased ta you and subject to the following additianaf exciusions: i'his insurance does not apply to: 9. Any "occurrence" which takes place affer you cease to lease Ehat land; ar 2. Structural alterations, new construction or demofition operations pertormed by or on behalf of such additional insured. E. Lessor - Premises A manager or lessar of premises but aniy with respect to liability arising out of the ownership, maintenance ar use of that specific part of the premises ieased to you and subjec# to the follawing additional exclusions: 7his insurance does nut apply to: 1. Any "accurrence" which takes place after you cease #o be a tenant in that premises; or 2. Structural alterations, new construction ar demolitIon operations pertormed by or on behaff of such additional insured. F. Mortgagee, Assignee ar Receiver A rrtortgagee, assignee or receiver but only with respect #o their tiability as martgagee, assignee, or receiver and arising out of the awnership, malntenance, or use af a premises by you. This fisurance does not apply to structural alterations, new cansfruction or demolidon operations performed by ar far such additional insured. G. Sta#e or Governmental Agency or Subdivisian or Polifical Subdivisions A state ar govemmental agency ar subdivision or palitical subdivision subject to the fallowing pravisions: €n whole or in part, by your maintenance, 1, This insurance applies only with respect to operaaan or use of equipment leased to you the foilawing hazards for which #he state or by such person or organization. gavemmental agency or subdivision or political subdivision has issued a permit or author�zation in connection with premises G-18652-,] (Ed. 07-12) Page 2 af 12 Capytight, CNA AI[ Rights Reserved. � ', ' ' ' ' ��� 5084202459 you own, renf, or control and to which this insurance applies: a. The existence, maintenance, repair, canstruction, erection, or removaf af advertising signs, awnings, ca�opies, celEar entrances, caaf holes, driveways, manholes, marquees, hoistaway openings, sidewalk vaults, sfreet banners, or decorations and simitar exposures; or b. The construction, erection, or removal �f elevators; or c. The ownership, maintenance or use a# any elevatars covered by this insurance. 2. This insurance applies only wi#h respect to , operations perFormed by yau or on your behalf for which the siate ar govemmentaf agency or subdivision or political subdivision has issued a permif or authorizafion. � ' �J 3. This insurance does not apply to: a. "Bodify injury," "property damage" or "personal and advertising injury" arising out of operations performed for the federal goverr�ment, state or municipality; or b. "Badi�y injury" or "property damage" included within the "products-completed operatlons hazard." � A governmental permit which requires yau to add the govemmenta! entity as an addi6onal insured will trigger this Provision �i. as if the permit were a written contract � � ' l.' � 2. BODiLY [NJURY -- EXPAND�p DEFIN1T10N SECTI�N V— DEFtNITICINS, the definition of "bodily injury" is changed fo read: "Bodily injury" means bodily injury, sickness or disease sustained by a person, including death, humiliation, shock, mental anguish or mental injury by ihat person at any fime which results as a cansequence of t�e bodily injury, sickness or disease. 3. BROAD KNOWLEDGE OF OCCURRENCEI NOTICE OF OCCURRENCE Condf�on Z. Dutiss in The Event of Ocaurrence, � Offense, Claim or Suit of SECTION IV - C�MMERCIAL GENERAL LIABILf7Y CONDITIONS is amended to add the fallowing prov(sions: � A. BROAD KNOWLEDGE OF OCCURRENCE I� li � �' G-18B52-J (Ed. 07-'I2) Page 3 of 12 G-18652-J ( Ed. 47-'I 2} You must give us or our authorized representative notice of an "occurrence," offense, claim, or "suit" oniy when the ��OCCCI�fBRCE�° offense, claim or °SU�i� 15 ICCIOWCI tD: {1 } You, if you are an individuai; (2) A partner, if you are a partnership; (3) An execuave officer or the employee designated by you t� give such notice, if you are a corporation; or �4j A manager, if you are a limited liability company. B. NOTICE OF OGCl1RRENCE Your rights under t�is Coverage Part wi[I not be prejudiced if you fai! to give us notice of an "occurrence," of�ense, claim or "sui�' and that failure is solely due to your reasonable belief that the "bodily injury" or "property damage" is nnt covered under this Coverage Park However, you shali give written natice of ihis "accu�rence," offense, claim or "suit" to us as soon as you are aware that #his insurance may appiy ta such "occurrence," ofFense claim or "suit." 4. BROAD NAMED INSURED A. Any subsidiary or affiliate organization, other than a partnership, joint venture or Ifmited fiability company, in which a IVamed Insured� specifically shown in the Declaratians has management control, directly or through one or more subsidiary arganizations, at the time of loss wilt qualify as a Named Insured but anly if there is no other similar insurance available to such organization, nor similar insurance which woutd be available but for exhaustion af its limits. �or the purpose of this provision, similar insurance means general liability or equivalent insurance, no matter whether its coverage is broader or narrower tiian that provided by this insurance. But if the only other similar insurance is for a"consalidated �wrap-up) program," then a subsidiary thai qualifies as a Named Insured on such project-specific insurance can stil! qualify as a Named Insured on this insurance, but not for projects covered by the "cansoiidated (wrap-up) program." [Please see liem 26.C. of this endarsement for fhe definition of "cansolidated (wrap-up} program."j B. This endorsement does not apply to any organization for which coverage is excluded by another endorsement aitached to this policy. C. Only for the purpose af this endorsement Capyright, GNA A11 Rlghts Reserved. � ' ilJ ' � � ' � � L� � ' � � � ' u u � ,, I�I u ��� 5084202459 9. Management cont�ol means: a. Ownership interest representing more than 50 of the voting, appointment, or designation pawer far the subsidiary organizatian's goveming body; ar 6. Having the right, pursuant to a written contract, or pursuant to the by-laws, charter, operating agreement, or similar document of a specifically shown Named Insured ar controlled subsidiary organiaatian to select, appoint, vr designate a majorify of the subsidiary organizetion's goveming bady. Such contract or document must have been created priar to the time of loss; or c. Naving the right, pursuant to a wri#ten trust agreement, to protect, control the use of, encumber or transfer and sell property held by a trust. 2. Goveming body means the Board of Directors of a corparatian. 3. Lass means: a. The occurring of the "bodily injury" or "property damage"; or b. The committing of the oifense that caused the "personal and advertising injury." D. The insurance provided by this policy applies to Named Insureds when trading under their awn names, or under such trading names or doing- business-as {DBA) names as any should chaose to empEoy. 5. BROADENED LIABILITY CQVERAGE FOR OAMAGE 7U "YOUR PRODUCT" AND "YOUR WORK" A. Under SECTION [— COVERAGE A— BO�ILY INJURY AND PR�PERTY DAMAGE LIABILIiY, Paragraph 2. Exciusions is amended to delete exclusions tc. and 1. and replace them with the following: [This insurance does not apply to:] k. Damage to Your Product "Property damage" to "your product" arising out of it, or any part of it except when caused by or resulting from: (1) Fire; (�) Smake; (3j Colfapse; or (4) Expfosion. G-1$652-J (Ed. 07-12} Page 4 of 12 G-18652-J {Ed. 07-12} I. Damage ta Your Work "Properfy damage" to "your work" arising out of it, or any part of it and inciuded in the "products- completed operations hazard." This excEusian does not appfy: (1) if the damaged worEc ar Ehe work out of which the damage arises was pe�formed an your behalf by a subcontractor, or (2j If the cause of loss to the damaged work arises as a result of, (a} Fire; (b) Smoke; (c} Collapse; or (dj Expiosion. B. 7he following paragraph is added to SECTION 111— LIMITS OF INSURANCE: SubJect to 5. above, $100,000 is khe most we wili pay under Caverage A for the sum of damages arising out of any one "occurrenceu because of "property damage" to "your pradu�t" and "your work" that is caused by fire, smok�,; collapse or explosion and is included within the "product-completed apera�ans hazard." This sublimit does not apply to "property damage"; to "your work" if the damaged,wark or the work out of which the damage arises was performed on yaur behalf by a subcontracior. C. This Provision 5. Broadened Liability Coverage For Damage To "Your ProducY' And "Your Work" daes not apply if an endorsement of the same name is attached to this policy. 6. CONTRAC3UAL LIABILITY — RAlLROADS With respect to operations perfarmed within 50 feet of railroad property, the definition of "insured contract" in SECTION V— DEFINITIONS is replaced by the fiallowing: "Insured Contract" means: a. A contract for a lease of prernises. However, that po�tion of the contract for a lease of premises that indemnifies any person or organization for damage by �re to premises while rented ta you or temporarily occupisd by you with permission af the owner is not an "insu�ed contrac�; b. A sidetrack agreement; c. Any easement or license agreemen#; Copyt3ght, CNA All R(ghts Reserved. � � 1 � ' ' � � ' � � � � II i� C/VA 5084202459 d. An obligation, as required by ordinance, to indemnify a municipelity, except in connection with work for a munlcipality; e. An elevator maintenance agreement; f. That part of any ather contract or agreement pertaining to your business (including an indemnifica6on of a municipality in connectian . with work pe�formed for a municipafity) under which you assume the tort liabifity of another party to pay for "badily injury" or "properly damage" to a third person or urganization. Tort liability means a fiability that wauld be imposed by law in the absence of any cantract or agreement Paragraph f. does not include that part of any contract or agreement (1) That indemnifies an architect, engineer or sunreyor for injury or damage arising out ofi (a) Preparing, appraving or failing ta prepare or approve maps, shop drawings, opinions, reports, surveys, field flrders, change orders or drawings and speciflcations; or {bj Giving directions or instrucEions, or failin� ta give them, if that is the primary caus�e of the injury or damage; (2) Under uuhich ihe insured, if an architect, engineer or sunrey�r, assumes liability for an injury ar damage arising out of the insured's rendering or faifure to render professional seroices, including those listed in {1) abave and supervisory, inspection, archit�ctural or engineering activities, 7. CQNTRACTUA! LiABILITY FOR PERSONAL AND ADVERTISING INJURY � Under SECTIOiV I— COVERAGE B—PERSONAL AND ADVERTISING 1NJURY LIABtLITY, Paragraph 2. Exclusions is amended to dele#e exclusion e. Contractual Liebiiity. ' � � � ' This pravision 7. does nat appiy ta any pe�son or organ'rzation who athenroise qualifiss as an additional insured on this Coverage Part. 8. ELECTRO{VIC pATA LIABILlTY A. Under SECTION 1— COVERAGE A— BODILY }NJURY AND PROpERTY DAMAGE, Paragraph 2. Excfusions is amended to delete exclusion p. Electronic Data and replace it with the foliowing: [TFtis insurance does not apply to:j G-16852-J (Ed. 07-12) Damages arising out of the loss of, loss of use of, damage to, corruption of, inability to sccess, or inability to manipulafe "eleciranic data" that does not result from physical injury to tangible property. However, this exclusion does not appty to fiability for damages because of "bodily injury." B. The following paragraph is added to SECTfON Iil — LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most we wiil pay under Coverage A for aIl damages arising aut of any one "occurrence" because of "properLy damage" that results from physical injury to tangible property and arises out of "electronic data:' C. The foflowing definition is added ta the SECTiON V — DEFINITIDNS: "�lectronic daNa" means infarmation, facts or programs stored as or on, created or used an, ar transmitfed to ar fram cornputer sofiware (including systems and applications softw�are), hard or floppy disks, CD-RC7MS, tapesT drives, cells, data pracessing devices or any other media which are used with electronically controlled equipment D. For the pur�;oses of the coverage provided by this endorsemen#, the definit3an af "property damage" in SECTION V— DEFINITIONS is replaced by khe following: 47. "PtoperCy damage" means: a. Physical injury to tangible praper[y, including all resu(ting lass of use of that property. All such loss of use shall be deemed to occur at the fime of the physical injury that caused it; b. Lass of use of tangible property that is not physicaily injured. AIf suctt loss of use shal! be deemed to occur at the time of the "occurrence" t�at caused it; or c. Ld55 of, lass of use of, damage to, carruption of, inability to access� or inability to properly manipulate "electronic data," resulting from physicat injury to tangible property. All such loss of "electronic data" shal! be deemed to occur a# the time of the "occurrence" fhat caused it For the purposes of khis insurance, "electronic data" is not tangible property. p. Elect�onic Data E. If Electronic Data Liability is provided at a higher limit by another endorsement attached to thls G-18652-J {Ed. 07-i2} Page 5 af 12 Copyright, CNA All Rights Reserved, ', � , LJ ��� 5084202459 policy, then the $100,OQ0 limit provided by this Provision 8. EEsctronic Data Liability is part of, and nat in addition to, that higher limit 9. EXPAND�D PERSCINAL AND ADVERiISlNG INJURY - DISCRIMINATIDN OR HUMILIATION A. SECTION V— DEFINITIQNS is amended to add the following to the deftni6on of "Persanai and advertising injury": ' h. Discrimina6on or humiliation ihat results in lnjury to the feelings or reputation of a natttral person, but only if such discrimination or humiliation is: I,� � � '� , � ' ' � � ' ' � L�J (1) Not done intentionally by or at the direction of: (a), The insured; or (b) Any "executive officer," director, stocEchotder, partner, member ar manager tif you are a Iimited liability company} of the insured; and (2} Nof directly or indirecdy related to the employment, prospective employment, past empfoyment or termination o# employment of any person or persons by any insured. ; B. Under SECTION I— COVERAGE B� PERSaNAL AND ADVERTtS1NG II�JURY LIABILITY, Paragraph 2. Exclusions is amended to add the following add[tional exciusians: [This insurance does nat apply ta:] Discrim[nation Relating 7o Room, Owelling or Premises "Personai ar advertising injury" caused by discrlmination directly or indirectly related to the sale, rental, lease or sub-lease or prospective sale, rental, lease or sub-lease of any roam, dwelling or premises by or at the direction of any fisured. Fines Or Penalties Fines or penalties levied or imposed by a governmenfal en�ty because of discriminaaon. This provision 9, daes not apply to any persan or organization who otherwise quaiifies as an additional insured on this Coverage Part. 10. EXPECTED OR INTEWDED INJURY G-18652-J (Ed, Q7-12) intended [njury and replace it with fhe following: [This insurance daes not apply to:] a. Expected or lntended lnjury "Bodiiy injury" ar "property damage" expected or intended frorn the standpoint of the insured. This exclusian does not apply to "bodily injury" or "property damage" resulting from the use of ressonable force to protect persons or property. 11. GENERAL AGGREGATE LIMITS OF 1NSURANCE - FER PROJECT A. For each construction project away from premises you own or rent, a separate CQnstruction Project General Aggregate Limit, equaE to the amount of the General Aggregate Limit, is the most we wiil pay for the sum of: 1. All damages under Coverage A, except damages because af "bodily injury" or "property damage" included in the "products-completed operations hazard"; and 2. All medical expenses under Coverage C, that arise fram 'bccurrences" or accidents which can be attributed solely ta angoing operations at that construction project. Such payments shaEl not reduce the General f�qgregate Limit shown in the Declarations, nor the Construction Project Aggregate Limit of any other construction proJect B. All: 1. Damages under Coverage B, regarclless of the number of IocaBons ar construction prajects involved; 2. Damages under Coverage A, causecf by "occurrences" which cannat be attributed solely to ongoing operations �t a single construction project, except damages because of "bodily injury" or "property damage" included in fhe "products- completed apera6ons hazard"; and 3. Medtcal expenses under Coverage C caused by accidents which cannot be attributed solefy fo angoing operations at a single construction project, Under SECTION I-- COVERA�E A— BC?DILY �,yi�� ���uce the General Aggregate Lirnit shawn INJURY AND PROPERTY DAMAGE in the Declarations. LIABILI?Y, Paragraph 2. Exclusions is amended to delete exclusion a. Expected or G-18652-J (Ed. 07-12} Page 6 of 12 Copyright, CNA All Rights Reseroed. � L__J ' � , �J � � ' , ��� 5084202459 C. The limits shown in the Declarations for Each Occurrence, for Damage To Premises Rented To You and far Medical Expense continue to apply, but will be subject to either the Construction Project Aggregate Limit or the General Aggregate Limit, depending on whether the 'bccurrence" can be attributed soEely to ongoing operatlons at a particular construction project D. When coverage for liability arising out of the "products-completed operations hazard" is provided, any payments for damages because af "bodily inJury" or "property damage" included in the "praducts-camplefed operations hazard," regardless of the number of locations involved wii! reduce the Products-Campleted Operaaons Aggregate Limit shown in the �eclarations. E. if a single cons#ntction project away fcom premises awned by or rented to the insured has been abandoned and then restarted, or if tlie authorized contracting parties deviate from plans, blueprints, designs, specificatiQns or timetables, the project will sfill be deemeci to be the same �onstruction project F. The pravisions of SECTION III — LIMITS OF INSURANCE not othervvise modified by this endorsement shall conbnue to app{y as stipula#ed. 12. IN REM AC710NS Any action in rem against any vessel owned or � operated by or for yau, or chartered by or for you will be freated in tiie sarne manner as though the action were in personam against you. , , LJ u LJ In rem is a term used to designate actions instituted against the thing, as dis#inct from actions against the person, which are said to be in personam. 13.INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE A. Wit� respect only to "bodily injury" that arises out af a"health care incident," COVERAGE A— BUDILY INJURY AND PROPERTY DAMAGE LIABtL1TY OF SECTIOIV I— COVERAGES is amended to replace Insuring Ag�eement Paragraphs 1.b.(7} and 1.h.(2) with the following: b. This insurance applies to "bodify injury" only if you are not in the business of providing professionai health care services, and only ifi: G-18652-J (Ed. Q7-12) (a} "Badify injury" caused by a "health care incident" wili be considered caused by an "occurrence"; and (b) All acts, errors or omissions that are logically connec#ed by any common fact, circumsfance, situation, transaction, event, advice or decisian will be cansidered to canstitute a single "occurrence'; (2) The "bodily injnry" accurs during the palicy period. All "bodily injury" arising frflm an "occurrence" will be deemed to have accurred at the #ime of the flrst �act, error, or omission that is pa�t of the occurrence ; and B. With respect anly to the insurance provided by this Provision 13., Exclusion 2.e. Employer's Liability af SECTION 1— COVERAGE A-- BODlLY INJURY AND PROPERTY DAMAGE, is amended to append the following: Only far "bodily injury" not covered by other liability insurance (including state-sanctioned seff insurance) available ta the insured (ar which would be available but for exhausaon of its fimits), this exckusion does not apply to "bodily injury" that arises out of a"heaith car�: incident" G. SECTION V— DEFINITIONS is amended to add the following new de#inition: "Health care inciden�' means a negligent act, error or omissian by your "employees" or "volunteer workers" working on your behalf in the rendering af ar failure ta render professional health care services in any of the following capacities, or the related furnishing of food, beverages, medicai supplies or apptisnces: a. Physician; b. Nurse; c. Emecgency medical technician; d. Paramedic; e. Chiropractor, f. Dentist; g. Athletic trainer, h. Audiofogist; i. Physical therapis� j. Psychologis� j1j The "bodiiy injury" is caused by an k. Speech therapis� , "occurrence" that �takes ; place in the �, Ofher alEied health professianal; or coverage territory. For the purpose of this insurance: ' G-98652-J (Ed. 07-12) Page 7 of 12 Copydghi, CNA All Rights Reserved. u � ' ' , l__J C _J � ' L� � � , u ' ' , � �J C'�"VA 5084202459 m. Provider of first aid or Good Samaritan services rendered in an emergency and for which no payment is demanded or received. D. SECTION 1— COVERAGE A— BODILY INJURY AIVD PROPERTY DAMAGE, Paragraph 2. Exclusions is amended to add the :following additional exclusions, These new exclusfons apply only to this Incidentaf Health Care Malpractice Coverage: [This insurance daes not apply to:] Dishonesiy or Crime Any dishonest, criminal of malicious act, error or Oi171SS1011. Clinical Triats 1 Product Testing Acts, errors or amissions that occur in the course of human ciinical tria[s or product testing. Medicare/Medicaid Fraud Medicare or Medicaid fraud ar abuse. G-18652-J ( Ed. 07-9 2} a. "bodily injury" to a co"volunteer worker' while pertarming duties related to the conduct of your business; and b. "bodily injury" to an "employee" while in the course of the "employee's" employment by you or while performing duties related to the conduct of your business; when such "bodily inJury" arises out of a "health care incident" 3. Pa�agraphs 2.a. (9){af, (b} and (cj of SECTION 11 — WH� IS AN ENSURED do not apply fo "badify injury" for which insurance is provided this Provision 'i3. 4. Paragraph 2.a.(1)(dj of SECiION II — WHO IS AN INSURED i's deleted. G. With respect to the insurance provided by this Provisian 43., the fallowing is added to Paragraph A.b.{1} ' of SECTION IV — COMMERGIAL GENERAL LIABILIN CONDITIONS: Services Excluded by Endorsement To the extent this insuraRCe applies, it is excess Any "health care incident" for whiah coverage is over any of the other insurance (including excluded by endorsement qualified self insurance), whether primary, excess, contingent or on any ather basis, except �. SECTION V— DEFINIiIONS is amended to add for insurance purchased specifically by you to the following subparagraph to Paragraph f. of be excess of this policy. the definitian of "insured cantract"; Paragraph f. does not include that part of any contract or agreemen� (4) Under which you assume another's tort liability for "bodity injury" arising out of the rendering af or failure to render professiana! heaith care services. F. SECTION Il — WHO lS AN iNSUREp is amended to add the follawing provisions: 1. Your "employees" are insureds with respect to: a. "bodily injury" to a ca"employee" while in the course of the co='employee's" employmeni 6y you or while pertorming duties related to the conduct of yaur business; and b. "bodily injury" to a"volun#eer worker" while petformfng duties related ta the conduct of your business; when such "6odify injury" arises out of a "health care incident" 2. Your "volu�teer wockecs" sre insureds with respecf to: G-98652-J (Ed. 07-12) Page 8 of'{2 14. JAINi VENTURES ! PARTNERSHIP / L.IMITED Llr4;BILITY COMi'ANfES A. The following is added to SECTION Il — WHO � !S AN INSURED: 4. You are an insured when you had an interest in a joint venture, partnership or limi#ed liabifity campany which terminated ar ended prior to or during this policy period, but onfy to the extent of your interest in such jaint venture, partnership or I"imited fiability company. This coverage daes not apply: a. Prior fa the terminatian date of any joint venfure, partnership ar limited liability company; b. If there is ather valid artd coliec�bls insurance purchased s�cifically to insure the partnership, jofit venture or limited liability company; or c. To a joint venture, partne�ship or limited liability company which is or was insured under a "consolidated {wrap-up) insurance program." Copydght, Gt�W AII Rights Reserved. , r, L_J L_.J LJ ' � r ' , � , , � � , , � C� � ��� 5084202459 [Please see Item 26.C. of ti�is endorsement for the definition of "consolidated (wrap-up) program."] B. The last paragraph of SECTION II — WHO IS AN INSURED is deleted and replaced by the following: Except as provided under the Contractors' General Liability Extension Endorsement or by the attachment of another endorsement {if any}, no person or organization is an insured with respect to the conduct of any current or past partnership, jaint venture ar fimited liabiiity company that is not shown as a IVamed tnsured in the Declarations. 15. LEGAL LIABILITYlALIENATED PREMISESJ BORROWED EQUIPMENT A. Under SEC7tON E— COVERAGE A— BODILY INJURY AND PROPERTY DAMAGE, Paragraph 2. Exclusians is amended to delete exclusion j. Qamage to Property in its entirety and replace it with the following: (fhis insurance daes not appEy to:] j. Damage ta Property . "Property damage" to: i {4) Property you own; rent, or occupy; (2) Premises you sel[, give away or abandan, if the "property damage'' arises ou# of any part of those premises; (3) Property loaned to you; f4j Persanal property in #he care, custody or control of the insured; G-18652-J (Ed. 07-12} Paragraphs (1), (3) and (4) of this exclusion do nat apply to "property damage" (other than damage by fire) to premises rented to you or temporarily occupied by you with the permission oi the owner, or to the cantents of premises rented to yau for a period of 7 or fewer consecutive days. A separate Eimit of insurance applies to Damage To Premises Rented To You as described in SECTION 111—LIMITS OF INSURANCE. Paragraphs {3}� ta>, (5) and {6) of this exclusion do not appfy to liability assumed under a sidetrack agreement Paragraph (6) of this exclusion daes not appfy to "properEy darnage" included in the "praducts-completed operations hazard:' B. Under SECiION i-- COVERAGE A— BC}DILY INJURY AND PROPERTY DAMAGE the last paragraph af Paragraph 2. Exclusions is deleted and repfaced by the following. Exclusions c. through n. do not apply to damage by Rre to premises while rented ta you or temporarily occupied by you wtth permission af the owner nor to the contents of premises rented to you for a perfod of 7 ar fewer consecu4ve days. A separate limit of insurance applies to this coverage as described in SECTION lll — LIMiTS OF INSURANCE. C. The following paragraph Is added to SECTIOPI tl1— LIMITS OF 1NSURANCE: (5� ihat particular part of reai property on which you or any contractars or subcon#ractors working directly or indirectiy on your behalf are perfarming �• operations, if the "property damage" arises out of thase operations; or (6j 7hat particular part of any properly that must be restored, repaired or replaced because "your work" was incorrectfy perFormed on ii. Paragraph {2) of this exclusion does nat appiy if the premises are "your wo�k." Paragraphs {3} and (4) of this exciusion do nat apply to "property damage" to tools o� equipment loaned to you. A separate limit of insurance applies to such tools ar � equipment that are damaged while being used in your operations. G-18652-J (Ed. 07-12} Page 9 of 12 Subject to 5. above, �25,OQ0 is the most we will pay under Coverage A far damages arising out of any one "occuRence" because of "praperty damage" #o tools or equipment loaned #o you by others that occurs while the equipment is being used to pertarm operations. Paragraph 6. Damage To Premises Rented To You Limit of SECTION iil — LIMITS OF INSURANCE is replaced by the fflilowing: 6. Subject to Paragraph 5. above, (the Each Occu�rence Limit), the Damage To Premises Rented To You Limit is the most we wiil pay under SECT[�N — I— COVERAGE A for damages because of "property damage" to any one premises while rented to you or tempordrily occupied by you with the permission of the owner, incEuding contents of such premises rented to you for a period of 7 or fewer consecutive days. The Damage To Premises Rented To You Lim(t is the greater ofi a. $500,000; or Copyright, CNA AEt Rights Reserved. � ' � ' �� �NA 5084202459 b. The Damage To Premises Rented To You Limit shown in the Declarations. E. Paragraph 4.6.{1)(a�(ii) of SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS is deleted and replaced by #he following: (ii) ihat is praperty insurance far premises rented to you, for premises temporarily occupied by you with the permission of the owner, or for persanal properiy af otE�ers in your care, custody or control; P. Thls Pravision 75. does not apply if Damage To � Premises Rented To You Liability under SECTION — i— COVERAGE A is excluded by endorsement. � L_1 L_ J ' C� ' ' ' , 96. LIBERALiZATlO1V CLAUSE If we adopt a change in our, forms or rules which would broaden coverage for'cantractors under this endorsement without an additianal premium charge, your policy will automaiically provide the additianal coverage as of the date the revision is effective in your state. 17. LIQUOR LIABIL[TY Under SECTION I-- COVERAGE A- BODILY INJURY AND PR�PERTY DAMAGE, Paragraph 2. Exclusions is amended ta delete exclusion c. L�quor Liability. This provision 'i7. does not apply to any person or organizakion who otherwise quali�ies as an addi�onal insured on fhis Coverage Part. '18. MEDICAL FAYMENTS A. Paragraph 7. Medica! Expense Limlt, of SECTi�N Ili — LIMITS OF INSURANCE is deleted and replaced by fhe foftowing: 7. Subject to Paragraph 5. above (the Each Occurrence Lim'rt}, the Medical Expense Limit is the most we will pay under SECTION — 1— COVERAGE C for all medical expenses because of "bodily injury" sustained by any ane person. The Medical Expense Limit is the greater of: (9) $15,000; ar (2} The amount shown in tFte Declarations for Medical Expense Limit , B. Paragraph 1.a.(3)(b) of SECTION !— COVERAGE C MEDICAL PAYMENTS, is repEaced by the fallawing: � (bj The expenses are incurred and reported to us within thres years of fhe date af the accident; and � ' � G-18652-J c�a. o7-�a, This paragraph B. does not apply ta medical expenses incurred in the siafe of Missouri. 19. Nt?N-OWNED AIRCRAFT Under SECTION I— COVERAGE A— BODILY INJURY AND PROPERTY DAMAGE LIABILITY. Paragraph Z. Exclusions is amended such that exclusion g. Aircraft, Auto or Watercraft does not apply to an aircraft you do not own, provided that 1. The pilot in command holds a currently effective certificate issued by the duly constitufed authority of the United States af Ame�ica or Canada, designafing that person as a commercial or airline transport pilot; 2. The aircraft is rented ta you with a trained, paid crew; and 3. The airoraft does not transport persons or carc,�o for a charge. 2fl. NON-OWNED WATERCRAFT Under SECTION 1— COVERAGE A— BQOILY INJURY AND PROPERTY DAMAGE LIABILITY, Parag;raph 2. Exclusions is amended ta delete subparagraph (2) of exclusion g. Aircraft, Auto or Watercraft and repiace it with the following. [i'his �exciusion daes not apply to:J (2) A watercraft you do nat own that is: (aj Less than 75 feet long; and (b) Not being used to carry persans or property for a charge. 21. PRIMARY AND NON-CONiRIBUTORY TO OTHERINSURANCE With respect to any person or organization that is an additional insured unde� this Coverage Part, the following is added to Paragraph 4. c�f SECTION IV — COMMERCIAL GENEFiAL LIABILITY CONDITIDNS: If you have agreed in wridng in a contract or agreement that this ir�surance is primary and nan- contributory relative to an additional insured's own insurance, then this insurance is primary and we will not seek contribution from that other insurance. Far the purpose of this Provision 21., the additianai insured's awn insurance means insurance an which the additionaf insured is a Named insured. This Pravision 21. does not apply in situations where the endorsement on this policy affording coverage ta the additional insured specifies that this insurance is e�ccess aver any other insurance available to that additional insured. 22. PROPER`lY DAMAGE — ELEVATORS G-18652-J (Ed. 01-12) � Page 10 of 12 Copydght, CNA Afl Rights Reserved. ,. ' ' ' � � � ' ! , � ' ��� 5084202459 A. Under S�GTI�N 1— COVERAGE A— BODILY INJURY AND PROPERTY DAMAGE, Paragraph 2. �xclusions is amended such that exclusion k. Damage to Yaur Product, and subparagraph (3), (4} and tfi) of exclusian j. Oamage to Property do not apply "property damage" that results from the use of elevators. B. With respect only to the coverage provided by ihis endorsement, Condition 4. Other 26, lnsurance in SECTION IV — COMMERCIAL GENERAL LIABILITY CONDI710NS is amended ta add the following subparagraph b.{1}(a)(v): 4. Other Insurance b. Excess Insurance (1) This insurance is excess over. (a) Any of the other insurance, whether primary, excess, con�ngent or on any other basis: (vj Tha# is Property insurance covering properry of others damaged from the use of elevators. 23. SUPPLEMENTARY PAYMENTS A. Under Section i— Supplementary Payments — Coverages A and B, Paragraph 1.b., the iimit of $250 shown for the cost of bail bonds is replaced by $5,Q00: B. In Paragraph 1.d., the limit of $250 shown for daily loss of earnings Is replaced by $1,000. ' 24. UNINTENTIONAL FAI�URE TA DISCLQSE HA�ARDS If unintentianally you should fail to disclose all ' existing hazards at the inception date of your policy, we will not deny coverage under this Coverage Part because of such failure. ' , , , � � 25. WANER UF SUBGROGATION - BLANKET Under SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, The Transfer Of Rights Of Recovery Against Others To Us CondiUon is amended by the additian of the following: We waive any right of recovery we may have against any person or organizadon because of payments we make for injury or damage arising aut af: G-'18652-J (Ed. d7-12} Hawever, this waiver applies only when you have agreed in writing to waive such righis af recovery in a contract or agreement, and only if the contract or agreement 9. is in effect or becomes effective du�ing the term . of this policy; and 2. Was executed prior ta lass. WRAP-UP EXTENS[ON: OWNER CONTROLLED 1NSURANCE PROGRAM, CON7RACTOR CONTROlLED INSURANCE PROGRAM OR CONSOLIDATED (WRAP-UPj INSURANCE PROGRAMS Note: The following provisian does not apply to any public constructian project in the state of Oklahoma, nor to any construction project in the state of � Alaska, that is not permitted ta be insured under a "consolidated (wrap-up) insurance program" by appEicable state s#akute or regulation: If the endorsement EXCLUSION — CONSTRUGTION WRAP-UP or another exclusfionary endarsement pertaining to Owner Cantrolled Insurance Programs (O.C.I.P.) or Contractor Controlled fnsurance Programs (C.C.I.P.) is attached to this policy, then the foliowfng changes apply: A. The fallowing wording is added ta the endorsemen� With respect #o a "consolidated (wrap-up) insurance program" project in which you are or were involved, this exciusion does not apply to those sums you become [egally obligated to pay as damages because of: 1. "Bodily injury," "property damage," or "personal or advertising injury" that accurs during yaur ongoing operations at the project, ar during such operations of anyone acting an your behaif; nor 2. "Bodify injury" or "properfy- damage" included within fhe "products-completed operations hazard" that arises out of those portions of the project that are not residentia! structures. B. SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS is amended to add the follawing subparagraph 4.b.�7)(c) to Condition 4. Other Insurance: [This insurance is excess over.] (cj Any of the other insurance whethe� primary� 9. Yaur ongoing operations; or excess, contingent or any other basis that is 2. "Yaur work" included in the "products compEeted insurance availabfe to you as a result of aperations hazard." your being a participant in a"consolidated (wrap-upj insurance program," but only as G-18652-J (Ed. 07-12) Page 11 of 12 Copyrighl, CNA All Rights Resarved. �, � � ' ' , II � ' LJ ' i , r � � � � � ' � �'JVA respects your "consolidated program." 5084202459 involvement in khat:' (wrap-up) insurance C. SECTION V— DEFINITIONS is amended to add the failowing deftniaon: � "Consolidated (wrap-up) insarance program" means a constructian, erection or demolition project for which the prime contractor/project manager or owner of the construction proJect has secured general liabllity insurance covering some or all of the contractors or subcontractors involved fn the project, such as an Owner Controlled Insurance Program (O.C.I.P.} or Contractor Contralled Insurance Program (C.C.I.P.}, "Residential struct�re" means any structure where 30 ar more of the square foot area is used or is intended ta be used far human All other terms and cnnditions of the Policy remain unchanged, G-1 B652-J (Ed. 07-12) residency including but nat limiked to single or multifamily hausing, apartments, candominiums, townhouses, co-operabves or planned unit develapments and also includes their cammon areas and/or appurtenant structures (including poo[s, hot tubs, detached garages, guest houses or any similar structures). When khere is no individual ownership of units, residential structure daes not include military hausing, college/university housing or dormitaries, long ferm care facilities, hoteEs, or matels. Residential structure also daes not include hospitals or p�isons. 7his provision 26. daes not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part This endorsement, which forms a park of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of safd Policy at the hour stated in said Policy, uniess another effective date is shown below, and expires cancurrently with said PolicV. G-18652-J (Ed. Q7-12} Page 12 of 12 Materia! used with permission of ISO Properties, Inc Capydght, CNA All Rtghts Resetved. � �I 1 ' , r ' � � � � LJ ' � ' LJ L� ' ' POLICY NUMBER: 5oaa2o2aa5 COMMERCIAL AUTO CA 20 48 02 99 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" under the Who Is An Insured Provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. , SCHEDULE I Name of Person(s) or ANY PERSON OR ORGANIZATION WHICH IS REQUIRED TO BE NAMED AS A RESULT OF A WRITTEN CONTRACT. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to the endorsement.) Each person or organization shown in the Schedule is an"insured" for Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured Provision contained in Section II of the Coverage Form. CA 20 48 02 99 Copyright, Insurance Services Office, Inc., 1998 Page 1 of 1 This page has been left blank intentionally. � POLICY NUMBER: 5osa2o2445 COMMERCIAL AUTO CA 04 44 0310 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM BUSINESS AUTO PHYSICAL DAMAGE COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Jamed Insured: TITAN Earthwork, LLC :ndorsement Effective Date: 04/05/2013 SCHEDULE Name(s) Of Person(s) Or Organization(s): Any person or organization as required by written contract Information required to complete this Schedule, if not shown The Transfer Of Rights Of Recovery Against Others To Us Condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the "loss" under a contract with that person or organization. ' CA 04 44 0310 I ' will be shown in the Declarations. Copyright, Insurance Services Office, Inc., 2009 Page 1 of 1 � ' This page has been le8 blank intentionally. � ' � ' �� , i r � t � � � � � � � TITAN Earthwork, LLC SE13EXC7512601V �J I � , � � COIt�MERCI,AL EXGESS LIABILt7Y TN[S ENDCIRSEMENT CHAtNGES THE Pt�UCY. PLEASE READ [T G/�REFU�LY. ' � r ! i • � " '' . . . � � � � � '" : This endorsement moctif�es insurance provideci under #he fa[lowing: CG��MMERCIAL EXCESS LIABILITY C£�VERAGE PAFtT � SCHEf�U�.E L_� u As required by written cantract ar a�reement. A. S�ctiort IV - Conditir�ns, 9. aiher insurartce is defeterf and replacec� by th� following: � 9. This insurance is excess aver any other insurar�ce avaifable fio fihe insured except: a. insurance that is purchased specifically fia apply in excess of this po(icy; or � b. insurance availabie to the persort ar arganization shown in the SeheduEe of this endors�rnent as an addifiional insured on the "c�rontraUing underlying insurance." � , J � � �� � LJ B Vt�en th�s insurance applies an a primary and nan-cantributing �asis, the Limits of Insurance availabfe far the additional insur�d witl �is #he lesser af: 1, the am�unts sh�wn in it�m 3 af the Qeclaratians of this policy; �r �. the amounfi of insurance yau are requ'rred to provid� the additional insured in the wriften contract or agreement. All other #erms of the �licy remain unchanged. F�AV-EXG348A (iJ1/11 j fVavigatars Insurance Cam�ny Cor�tairis capyrighted materiaf ct#'tf� insuranee Services C7Ftice, (ne. with its permission. �..- . � 1 This page has been left blank intentionally. C� t 1 C� 1 1 1 � 1 1 i � i� �� , 1 i � � � ' SE13EXC7512601V TITAN Earthwork, LLC THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER QF SUBR�GATI�N SCHEDULE Name of Person or Organization: All parties where waiver of our rlght to recover is required by a written contract provided such contract was executed prior to the loss. required ta complete this The following is added to SECTION IV - CONDITIONS, 13. Transfer of Rights of Recovery Against Others. We waive any right of recovery we may have against the person or organization shawn in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or °your work" done under a contract with that person or organization. This waiver applies only to the person or organization shown in the Schedule abo�e. All otherterms ofthe policy remain unchanged. NAV-ECD-6012 (01/11) Contains copyrighted material of the Insurance Services Office, Inc. with its permissian. Page 1 of 1 � , This page has been left blank intentionally. � � � � � i � � i � 1 � ! 1 � � 1 � u � � � � � � , �� i �_ � � � �� Bond No. 0171000 EXHIBIT G CITY OF FEDERAL WAY PERFORMANCE/PAYMENT BOND KNOW ALL PEOPLE BY THESE PRESENTS: We, the undersigned TITAN Earthwork, LLC .("Principal� and Berklev ReQional Insurance Company , the undersigned mrporation organized and existing und� the laws of the State of Delaware and legally doing business in the State of Washington as a surety ("Surety'�, are held and flrmly bonded unto the City of Federal Way, a Washington municipal corporation ("City'� in the penal sum of Qne Million Three Hundred Twenty-Four* Dollars and no/�00 ($1,324,123.75 ) for the payment of which we firmly bind ourselves and our legal representatives, heirs, successors and assigns, jointly and severally.*Thousand One Hundred Twenty-Three and 75/100 This obligation Is entered into an Agreement with the City dated April 17 . 2013 for South 320th Street at 20th Avenue South Intersection Impravements Project (RFB 13-104) NOW, THEREFORE, if the Principal shat) perForm all the provisions of the Agreement in the manner and within the time period prescxibed by the City, or within such extensions of time as may be grarrted under the Agreement, and shall pay all laborers, mechanics, subcontractors and material men or women, and all persons who shall supply the Principal or subcontractors with provisions and supplles for the carrying on of said work, and shall hold the City, their officials, agents, employees and volunteers harmless from any loss or damage occasloned to any person or property by reason of any carelessness or negligence on the part of the Prinapal, or any subcontractor In the performance of said work, and shall indemnify and hold the City harmless from any damage or expense by reason of fallure of performance as specifled in the Agreement wlthin a perlod of one (i) year after Its flnal acceptan� thereof by the Clty, 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, extenslon of time, alteration or addition to the terms of the Agreement or to the work to be performed thereunder or the speciftcations accompanyfng the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any change, extenslon of time, alteratlons 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 provlsions of the Agreement without notloe to Surety, and any such modificat(ons or changes increasing the total amount fi� be pa(d the Prindpal shall automatically increase the obligatlon of the Surety on this Performance Bond In a Ilke amount, such increase, however, not to exceed twenty-five percent (25%) of the orlglnal amount of this bond without the consent of the Surety. Within forty-five (45) days of recelvfng notice that the Prindpal has defaulted on all or part of the terms of the Agreement, the Surety shall make a written _commitment to the City that it wfll either: (a) cure the default itself withln a reasonable time period, or (b) tender to the city, the amount necessary for die Clty to remedy the default, including legal fees Incurred by the City, or (c) in the event that Surety's evaluatlon of the dispute is not complete or in the event the Surety disputes the City's claim of default, the Surety shall notify the City of its flnding 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 ln curfng the default. If the Surery elects optlon (b), then up�n completlon of the necessary work, the Clty 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, Ilmited to the bond amount. Should the Surety elect option (c), the Parties shall first complete particfpation in medlation, described in the below paragraph, prior to any interplead action. City of Federal Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Irreprovements Page 65 February 2013 � � �� � , � � � � � � � � � � � � � � In the event a dispute should arise between the Parties to this Bond with respect to the City's dedaration of default by the Principal, the Parties agree to participete in at least four hours of inediation in accordance with the mediation procedures of United States Arbitration and Mediation ("USA&M'�. The Partfes shall proportionately share in the cost of the mediation. The mediation shall be admfnistered 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 9�hday of �ril , 2013 , • CORPORATE SEAL OF PRINCIPAL: PRINCIPAL ��{1�,. ,t.yR�;�,s� l r„ '�"` ' �EAL � . � �. -- . ,,, �` _ . 4; :y." 2007 :r`-• .�,����_�� �;w��t�»cro�a � � � , c � . y. : '•.�4PAM ;� ��''�`` = •••...... .� N` tA ��4 ��� ,,�f�"��"�r.,.* ��•' :,�.:;.,. City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements Page 66 TITAN Earthw rk, LC -� 1 By: (Name of Person Executlng Bond) � Its: ,�',,���CX (��e) 1380616th St E Sumner. WA 98390 (Address) (206)325-3004 (Phone) RFB # 13-104 RFB ver. 1-08 February 2013 i � i ; i � I � � �� � � � �7 � i � � � � C� CERTIFICATE AS TO CORPORATE SEAL A Vlv'�Giv' tC. I hereby certify hat I am �1��:�of the Corporation named as Principal in the wfth bond; that 'YV� ��iam E•��I , 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. ,� . Notary PubliC State of �Nashington MOFGAN � CAILAHAN ' My Appomtman� E xpires Feb 16. 201 CORPORATE � k w y ,,� � 4,4.. ;*.. ,. rb � .�Y d; , ,�:�;� ` . � - 1 � di��4 � , � � Ss;ua+�! �� `� . . �• � ' �' = . !�`�et►°.,�;,�'r ' • �'a �. ........••;�7 , . �n,�,,�,yoa ,,. �'''�-��.�,,,,�,,,,,� APPROVED AS TO FORM: � Patrida A. Richardson, C�ty Attomey � City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements � ;'-N�tuvy �i�lol�c SURETY Berk y Regi nal Insu,rance Company . By: Attorney- n-Fact (Attach Power of Attorney) Page 6� Christopher Kinvon (Name of Person Executlng Bond) 701 Fifth Avenue, Suite 3505 Seattle, WA 98104 (Address) (206) 223-5842 (Phone) RFB # 13-104 RFB ver. 1-08 Febru�y 2013 No. 1220h � � � POWER OF ATTORNEY BERKLEY REGIONAL INSURANCE COMPANY WILMINGTON, DELAWARE ' NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. KNOW ALL MEN BY T%IESE PRESENTS, that BERKLEY REGIONAL INSURANCE COMPANY (the "Company"), a � corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Urbandale, Iowa, has made, constituted and appointed, and does by these presents make, constitute and appoint: Karen Swanson, Anne E. Strieby, ,� Julie R. Truitt, Peggy A. Firth, Eric Zimmerman, Brent E. Heilesen, Jennifer L. Snyder, Christopher Kinyon, Jamie Diemer, �' Sandra Kulseth, Phylis C. Robison or Kellie Hogan of Propel Insurance of Taeoma, WA its true and lawful Attorney-in-Fact, to �sign its name as surety only as delineated below and to execute, seal, acknowdedge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing ihat no single obligation shall exceed Fifty Million and 00/100 �� U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly � elected officers of the Company at its principal office in their own proper persons. � � ��� This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delawaze, �� without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following �� resolutions which were duly and validly adopted at a meeting of the Board of D'vectors of the Company held on August 21, 2000: � �? "RESOLVED, that the proper officers of the Company are hereby authorized to execute powers of attorney authorizing and �� qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations °=, on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; � `�o, and further 3 o RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, �� or other suretyship obligations specifically,named therein, and they have no authority to bind the Company except in the � manner and to the extent therein stated; and further __ , o R E S O L V E D, t h a t s u c h p o w e r o f a tt o rn e y r e v o k e s a l l p r e v i o u s p o w e r s i s s u e d o n b e h a l f o f t h e a tt o rn e y i n f a c t n a m e d; a n d �� flirther � RESOLVED, that the sig�ature of any authorized officer and the seal of the Company may be affixed by facsimile to any o� power of attorney or certification thereof authorizing the execution and delivery o€ any bond, undertaking; recognizance, or �'� other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as �3 though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any � person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have �•�. ceased to be such at the time when such instruments shall be issued." . V � _ . . , . . . . . �� IN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its � corporate seal hereunto affixed this,� day of , 2013. °�' Attest: / Berkley Regional Insurance Company �� / - � (Seal) By � By - ��, Ira S. Lederman Je . after . �".ti Senior Vice President & Secretary nior V President a WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER '° � STATE OF�CONNECTICUT ) � ) ss: o COUNTY OF FAIRFIELD ) �� �� ,$ Sworn to before me; a Notary Public in the State of Connecticut, this f$ day of , 2013, by Jeiirey M. Hafter and �,�Ira S. Lederman who are sworn tome to be the Senior Vice President, and the Seni Vice Presi nt and Secretary, respectively, of �Berkley Regiornal Insurance Company. EILEEN KILLEEN �� l � � _ w �� -��c� �, � NO7i1RYPUl1LlC. STATEOFCONNECT/CUT Notary Public, State of Connecticuf �� MY COMMISSION EXPIRES JUNE 30, 2017 . �� CERTIFICATE ��I, the unders'r�ed, Assistant Secretary of BERKLEY REGIONAL INSURAI�ICE COMPANY, DO HER'EBY CERTIFY that the ���foregoinPy �a,� e�, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked �or re ',d'�d%and�ll�t�the authority of the Attorney-in-Fact set forth therein, who executed the bond or undertaking to which this Poui��f Att e t ched is in full force and effect as of this �1ate. , � , � � �t� � ; •� ;-GiYe �underrFi`� hand and seal of the Company, this 1 q�-h day of i , 0 �� ' � � � �'!��+•' �J a � . �9E 5 � � ; J Andrew . T r„r� ��. � Instructions for Inquiries and Notices Under the Bond Attached to This Power Berkley Surety Group, LLC is the affiliated underwriting manager for the surety business of: Acadia lnsurance Company, Berkley Insurance Company, Berkley Regional Insurance Company, Carolina Casualty Insurance Company, Union Standard Insurance Company, Continental Western Insurance Company, and Union Insurance Company. To verify the authenticity of the bond, please call (866) 768-3534 or email BSGInquiry@berkleysurety.com � ' , � � � � Any written notices, inquiries, claims or demands to the surety on the bond to which this Rider is attached ' should be directed to: Berkley Surety Group, LLC 412 Mount Kemble Avenue Suite 310N Morristown, NJ 07960 Attention: Surety Claims Department �� email BSGCIaim@berkleysurety.com Please include with all notices the bond number and the name of the principal on the bond. Where a claim is being asserted, please set forth generally the basis of the claim. In the case of a payment or performance bond, please identify the project to which the bond pertains. _ � ' , , EXHIBIT H TITLE VI ASSURANCES During the performance of this contract, the contractor/consultant, for itself, its assignees and successors in interest (hereinafter referred to as the'�contractor'� agrees as follows: 1. Compliance with Regulations The contractor shall comply with the Regulations relative to non-discrimination in federally assisted programs of United States Department of Transportation (USDO�, Title 49, Code of Federal Regulations, part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Non-discrimination The contractor, with regard to the work perFormed by it during the contract, shalf 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 Ssction 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Sub-contracts, Including Procurement of Materials and Equipment In all solicitations either by competitive bidding or negotiations made by the contractor for wark to be performed under a sub-contract, including procurement of materials or leases of equipment, each potential sub-contractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to non-discrimination on the grounds of race, color, sex, or national origin. 4. information and Reports The contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit aaess to its books, records, accounts, other sources of infarmation, and its facilities as may be determined by the contracting agency or the appropriate federal agency to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify to WSDOT or the USDOT as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Non-compliance In the event of the contractor's non-compliance with the non-discrimination provisions of this contract, the contracting agency shall impose such contract sanctions as it or the USDOT may determine to be appropriate, including, but not limited to: Withholding of payments to the contractor under the contract until the contractor complies, and/or; Cancellation, termination, or suspension of the contract, in whole or in part City of Federa( Way RFB # 13-104 South 320th Street at 20th Avenue South RFB ver. 1-08 Intersection Improvements Page 69 February 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. City of Federal Way South 320th Street at 20th Avenue South Intersection Improvements Page 70 �I 1� 1 RFB # 13-104 ' RFB ver. 1-08 February 2013 � Amendments to the Standard Specifications ' , � 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2012 Standard Spec�cations for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATfONS The foltowing Amendments to the Standard Speci�cations 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 impfementation date of the Amendment or the latest date of revision. Each Amendment contains atl current revisions to the appficable section of the Standard Specifications and may include references which do not apply to this particular project. 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 Contracfing Agency subsurface investigations, the Summary of Geotechnical Conditions and subsurface boring logs (if any). The definition for "Superstructures" is revised to read: The part of the Structure above: The bottom af the grout pad for the simple and continuous span bearing, or 2. The bottom of the block supporting the girder, or 3. Arch skewback and construction joints at the top of vertical abutment members or rigid frame piers. Longitudinal limits of the Superstructure extend from end to end of the Structure in accordance with the following criteria: 1. From the face of end diaphragm abufting 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 S 320th St at 20th Ave S Intersection Imprmnts Amendments to the Standard Specificatlons February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Superstructures do not include endwalls, wingwalis, barrier and railing attached to the wingwalls, and cantilever barriers and railings unless supported by the Superstructure. Section 1-02, Bid Procedures and Conditions January 2, 2012 1-02.4(2) Subsurface Information The first two sentences in the first paragraph are revised to read: If the Contracting Agency has made subsurface investigation of the site of the proposed work, the boring log data, soil sample test data, and geotechnical recommendations reports obtained by the Contracting Agency will be made available for inspection by the Bidders at the location specified in the Special Provisions. The Summary of Geotechnical Conditions, as an appendix to the Special Provisions, and the baring logs shall be considered as part of the Contract. Section 1-03, Award and Execution of Contract April 2, 2012 1-03.1(1) Tied Bids This section's title is revised to read: 1-03.1(1) Identical Bid Totals Section 1-05, Control of Work August 6, 2012 1-05.13(1) Emergency Contact List The second sentence in the first paragraph is revised to read: The list shall include, at a minimum, the Prime Contractor's Project Manager, or equivalent, the Prime Contractor's Project Superintendent, the Erosion and Sediment Control (ESC) Lead and the Tra�c Control Supervisor. 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 Steet • Metal Bridge Railing and Handrail • Modular Expansion Joints City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts Amendments to the Standard SpecificaUona � February 2073 � ' ' � , 1 2 3 4 5 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 • Painted Piling and Casing • Painted and Powder-Coated luminaire and Signal Poles • Precast Concrete Catch Basins, Manholes, Inlets, Drywells, and Risers • Precast Concrete Drain, Perforated Underdrain, Culvert, Storm Sewer, and Sanitary Sewer Pipe • Precast Concrete Three Sided Structures • Precast Concrete Junction Boxes, Pull Boxes, Cable Vaults, Utility Vaults, and Box Culverts • Precast Concrete Traffic Barrier • Precast Concrete Marine Pier Deck Panels • Precast Concrete Floor Panels • Precast Concrete Structural Earth Walls, Noise Barrier Walls, and Waff Stem Panels • Precast Concrete Retaining Walls, including Lagging Panels • Prestressed Concrete Girders and Precast Bridge Components • Prestressed Concrete Piles • Seismic Retrofit Earthquake Restrainers • Soldier Piles • Steel Bridges and Steel Bridge Components • Steef Column Jackets • Structural Steel for Ferry Terminals, including items such as Dolphins, Wingwalls, and Transfer Spans • �Treated Timber and Lumber 6-inch by 6-inch or larger • Timber • Additional items as may be determined by the Engineer The footnote below the table is revised to read: An inspection day includes any calendar day or portion of a calendar day spent by one inspector inspecting, on standby, or traveling to and from a place of fabrication. An additional cost per inspection day will be assessed for each additional inspector. Reimbursement will be assessed at $280.00 per day for weekends and holidays for each on site inspector in travel status, but not engaged in inspection or travel activities when fabrication activities are not taking place. Section 1-07, Legal Relations and Responsibilities to the Public January 7, 2013 1-07.1 Laws to be Observed The following two sentences are inserted after the first sentence in the third paragraph: In particular the Contractor's attention is drawn to the requirements of WAC 296.800 which requires employers to provide a safe workplace. More specifically WAC 296.800.11025 prohibits alcohol and narcotics from the workplace. 1-07.9(2) Posting Notices This section is revised to read: Notices and posters shall be placed in areas readily accessible to read by employees. The Contractor shalt ensure the following are posted: City of Federal Way S 320th St at 20th Ave S tntersection Imprmnts Amendments to the Standard Specifications February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 F 3 EEOC - P/E-1 (revised 11/09) - Equal Employment Opportunity is THE LAW published by US Department of Labor. Post for projeets with federal-aid funding FHVIIA-1022 (revised 11/11) - NOTICE Federai-Aid Project published by Federal Highway Administration (FHWA). Post for projects with federal-aid funding WH 1321 (revised 04/09) - Emptoyee 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 -1420 (revised 01/09) - Employee Rights and Responsibilities under The Family and Medical Leave Act published by US Department Of Labor. Post on all projects 6. WHD-1462 (revised 01/12) — Employee Polygraph Protection Act published by US Department of Labor. Post on all projects 7. F416-081-909 (revised 12/12) - Job Safety and Health Law published by Washington State Department of Labor and Industries. Post on all projects 8. F242-191-909 (revised 12/12) - Notice to Employees published by Washington State Department of Labor and Industries. Post on all projects 9. F700-074909 (revised 12/12) - Your Rights as a Worker in Washington State by Washington State Department of Labor and Industries (L&I). Post on all projects 10. EMS 9874 (revised 04/12) - Unemployment Benefits published by Washington State Employee Security Department. Post on all projects 11. Post one copy of the approved "Statement of Intent to Pay Prevailing Wages" for the Contractor, each Subcontractor, each lower tier subcontra�tor, and any other firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions of RCW 39.12 because of the definition of "Contracto�' in WAC 296-127-010 12. Post one copy of the prevailing wage rates for the project 1-07.14 Responsibility for Damage The fifth paragraph is revised to read: Pursuant to RCW 4.24.115, if such claims, suits, or actions result from the concurrent negligence of (a) the indemnitee or the indemnitee's agents or employees and (b) the Contractor or the Contractor's agent or employees, the indemnity provisions provided in the preceding paragraphs of this Section shall be valid and enforceable only to the extent of the Contractor's negligence or the negligence of its agents and employees. 1-07.15 Temporary Water Pollution/Erosion Control The third paragraph is deleted. City of Federal Way S 320th St at 20tt► Ave S Intersection Imprmnts Amendments to the Standard Specificatlor�s � February 2013 LJ 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Section 1-08, Prosecution and Progress Aprit 2, 2012 1-08.1 Subcontracting In the eighth paragraph, "Contracting Agency" is revised to read "WSDOT". 1-08.3(1) General Requirements The folivwing 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. 1-08.7 Maintenance During Suspension The second paragraph is revised to read: At no expense to the Contracting Agency, the Contractor shall provide through the construction area safe, smooth, and unobstructed roadways and pedestrian access routes for public use during the suspension (as required in Section 1-07.23 or the Special Provisions.) This may include a temporary road, alternative pedestrian access route or detour. Section 1-09, Measurement and Payment August 6, 2012 1-09.1 Measurement of Quantities The following new sentence is inserted after the sentence ""Ton":2,000 pounds of avoirdupois weight": Items of payment that have °Lump Sum" or "Force AccounY' in the Bid Item of Work shall have no specific unif of ineasurement requirement. 1-09.2(5) Measurement The second sentence in the first paragraph is revised to read: The frequency of verification checks wilt be such that at least one test weekty is performed for each scale used in weighing contract items of Work. Section 3-04, Acceptance of Aggregate April 2, 2012 3-04.3(7)D4 An Entire Lot The tast sentence is deleted. 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 row containing the item "Gravel Borrow for Geosynthetic Retaining Wall" is revised to read: 9-03.14(4) Gravel Borrow for Geos nthetic 4000 2000 $30 $60 City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts Amendments to the Standard Specifications February 2013 2 3 4 5 6 7 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Retainin Wall Section 5-01, Cement Concrete Pavement Rehabilitation April 2, 2012 5-01.3(2)B Portland Cement Concrete The fifth sentence in the third paragraph is revised to read: The lower Specification limit for compressive strength shall be 4,000-psi. The last two sentences in the third paragraph are deleted. 5-01.3(11) Concrete Slurry This section including title is revised to read: 5-01.3(11) Concrete Slurry and Grinding Residue All concrete slurry and grinding residue shall be removed from the pavement surface on a continual basis immediately behind the grinding or cutting operations. Slurry shall not be allowed to drain into an area open to traffic, off of the paved surface or into any drainage structure. The Contractor shall collect the concrete slurry and grinding residue from the pavement surface and dispose of it in accordance with Section 2-03.3(7}C. Opening to traffic shall meet the requirements of Section 5-05.3(1 �. 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. Section 5-04, Hot Mix Asphalt January 7, 2013 5-04.2 Materials The fourth paragraph is revised to read: The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. 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- Ciry of Federel Way S 320th St at 20th Ave S Intersectlon Imprmnts Amendments to the Standard Speciflcatlons � February 2013 r , , ' � 1 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 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)63 Longitudinal Joint Density The section including title is revised to read: 5-04.3(10)B3 Vacant 5-04.3(11 }D General The last sentence in the first paragraph is deleted. 5-04.3(20) Anti-Stripping Additive This section is revised to read: Anti-stripping additive shall be added to the liquid asphalt by the asphalt supplier prior to shipment to the asphalt mixing plant. For HMA accepted by statistical and nonstatistical evaluation the anti-stripping additive shall be added in the amount designated in the WSDOT mix design/anti-strip evaluation report provided by the Contracting Agency. For HMA accepted by commercial evaluation the Project Engineer will determine the amount of anti-strip to be added; paving shall not begin before the anti-strip requirements have been provided to the Contractor. 5-04.4 Measurement The last paragraph is deleted. 5-04.5 Payment The bid item "Longitudinal Joint Densify Price Adjustment", by calculation and paragraph following bid item are deleted. Section 6-02, Concrete Structures January 7, 2013 6-02.3(2} Proportioning Materials The Lean Concrete value in the column "Minimum Cemetitious Content (pounds)" in the table titled "Cementitious Requirement for Concrete" is revised to read: **"*145 The following new note is inserted after the note "'`*" No maximum specified" in the table titled "Cementitious Requirement for Concrete": ****Maximum of 2Q0 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 totat City of Federal Way Amendments to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 9 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 cementitious material for concrete Class 4000D and 4000A, and 50 percent by weight of the total cementitious material for all other classes of concrete. 6-02.3(2)B Commercial Concrete The second paragraph is revised to read: Where concrete Class 3000 is spec�ed 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. 6-02.3(2)D Lean Concrete This section is revised to read: Lean concrete shall meet the cementitious requirements of Section 6-02.3(2) and have a maximum water/cement ratio of 2. 6-02.3(4)A Qualification of Concrete Suppliers The first paragraph is revised to read : Batch Plant Prequalification requires a certification by the National Ready Mix Concrete Association (NRMCA). Information concerning NRMCA certification may be obtained from the NRMCA at 900 Spring Street, Silver Springs, MD 20910 or online at www.nrmca.org. The NRMCA certification shall be vafid 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 Cert�cate 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: Surface preparation 2. Application methods 3. Requirements for concrete curing prior to sealer application City of Federal Way Amendments to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 10 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 4. 5. Temperature, humidity and precipitation limitations for application Rate of appiication and number of coats to apply The Contra�tor shall not begin applying pigmented sealer to the surfaces specfied to receive the sealer until receiving the Engineer's approval of the submittal. Atl 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 greafer than 12 months past the initial date of color sample approva� of that batch by the Engineer. The pigmented sealer color or colors for specific concrete surfaces shall be as specified in the Special Provisions. The final appearance shall be even and uniform without blotchiness, streaking or uneven color. Surface finishes deemed unacceptable by the Engineer shalf 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 (excfuding pedestal height) provided: 2. 3. Concrete placement rate is 4 feet per hour or less. Facing is 3/<-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 load ties spaced at 24 inches are iwo 2 by 4's spaced at 24 inches. 48 6-02.3(17)F Bracing 49 In the first paragraph, the phrase "per Section 6-02.3(17)I" is revised to read "in accordance with 50 Section 6-02.3(17)I". 51 City of Federel Way Amendments to the Standard Speciflcations S 320th St at 20th Ave S Intersection Imprmnts 11 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 This section is supplemented with the following new sub-section: 6-02.3(17)F5 Temporary Bracing for Bridge Girders During Diaphragm and Bridge Deck Concrete Placement Prestressed concrete girders shall be braced to resist forces that would cause rotation or torsion in the girders caused by the placing of precast concrete deck panels and concrete for the bridge deck. 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 furnisheci, installed, and removed by the Contractor at no additional cost to the Contracting Agency. The Contractor may consider the bracing effects of the diaphragms in developing the falsework/formwork plans. The Contractor shall account for the added load from concrete finishing machines and other construction loadings in the design of the bracing. Falsework support brackets and braces shall not be welded to structural steel bridge members or to steel reinforcing bars. 6-02.3(17)F4 Temporary Bracing for Bridge Girders This section including title is revised to read: 6-02.3(17)F4 Temporary Bracing for Bridge Girders During Erection Steel girders shall be braced in accordance with Section 6-03.3(7)A. Prestressed concrete girders shall be braced sequentially during girder erection. The bracing shall be designed and detailed by the Contractor and shall be shown in the falsework/formwork plans submitted to the Engineer for approval. The Contractor shall furnish, install, and remove the bracing at no additional cost to the Contracting Agency. At a minimum, the Contractor shall brace girders at each end and at midspan to prevent lateral movement or rotation. This bracing shall be placed prior to the release of each girder from the erection ec}uipment. 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 p�ans 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: City of Federal Way Amendments to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 12 February 2013 � ' 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 The structure is not designed to resist water pressure (pontoons, floating dolphins, detention vauits, 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 fhe 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 Secfions 6-02.3(17)F4 and 6-02.3(17)F5. 6-02.3(26)E5 Leak Tightness Testing The first sentence in the first paragraph is revised to read: The Contractor shafl test each completed duct assembly for leak tightness after placing concrete but prior to placing post tensioning reinforcement. The second paragraph is revised to read: Prior to testing, all grout caps shall be installed and alt vents, grout injection ports, and drains shall either be capped or have their shut-off valves closed. The Contractor shall pressuriie the compfefed duct assembty to an initial air pressure of 50 psi. This pressure shall be held for five minutes to allow for intemal 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 al{owable, 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 spec�ed amount. Section 6-03, Steel Structures Apri12, 2012 6-03.3(28)A Method of Shop Assembly Tf�e 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 incfude: at least one truss panel or girder shop section of the City of Federal Way Amendments to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 13 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 � 35 36 37 38 39 40 41 42 43 44 45 previous stage and two or more truss panels or girder shop sections added at the advancing end. Section 6-05, Piling August 6, 2012 6-05.5 Payment The paragraph following the bid item, "Driving St. Pile", per each is revised to read: The unit Contract price per each for "Driving (type) Pile (�" shall be full pay for driving the pife to the ultimate bearing and/or penetration specified. � Section 6-06, Bridge Railings August 6, 2012 6-06.3(2) Metal Railings The third paragraph is revised to read: Anchor bolts shall be positioned with a template to ensure that bolts match the hole spacing of the bottom channels or anchorage ptates. Section 6-07, Painting Apri12, 2012 6-07.3(9)A Paint System The first sentence in the second paragraph is revised to read: All paint coating components of the selected paint system shall be produced by the same manufacturer. 6-07.3(10)H Paint System The first and second sentences in the second paragraph are revised to read: All paint coating components of the selected paint system shall be produced by the same manufaciurer. Section 6-10, Concrete Barrier August 6, 2012 6-10.3 Construction Requirements This section is supplemented with the following: Stee! welded wire reinforcement deformed, conforming to Section 9-07.7, may be substituted in concrete barrier in place of deformed steel bars conforming to Section 9-072, subject to the following conditions: 1. Steel welded wire reinforcement spacing shall be the same as the deformed steel bar spacing as shown in the Standard Plans. Cfty of Federal Way Amendments to the Standard Specfficatlons S 320th St at 20th Ave S Intersection Imprmnts 14 February 2013 � ' , , , 1 3 4 5 6 8 10 11 12 13 14 15 16 17 18 19 2U 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 2. The minimum cross sectionaf 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 Spec'�f'ications, current edition. 6-10.5 Payment In the second paragraph, the bid item "Conc. Class 4000" is revised to read: "Conc. Class 4000 " Section 6-12, Noise Barrier Walls August 6, 2012 6-12.3(3) Shaft Construction The third sentence in the fifth paragraph is revised to read: When efforts to advance past the obstruction to the design shaft tip elevation resuft in the rate of advance of the shaft drifling equipment being significantly reduced relative to the rate of advance for the rest of the shaft excavation, then the Contractor shall remave 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 suppiemented with the following: "Removing Noise Barrier Wall Shaft Obstructions", estimated. Payment for removing obstructions, as defined in Section 6-12.3(3), will be made for the changes in shaft construction methods necessary to remove the obstruction. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the equipment and employees utilized, and the number of hours involved for each. Once these cost ifems and their duration have been agreed upon, the payment amount will be determined using the rate and markup methods specified in Section 1-09.6. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for the item "Removing Noise Barrier Wall Shaft Obstructions" in the bid proposal to become a part of the total bid by the Contractor. If the shaft construction equipment is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the project, then standby payment for the idled equipment will be added to the payment calculations. If labor is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the project, then all labor costs resulting from Contractor labor agreements and established Contractor policies will be added to the payment calculations. The Contractor shall perfarm the amount of obstruction work estimated by the Contracting Agency within the originat time of the contract. The Engineer wilt consider a time City of Federal Way Amendments to the Standard SpecificaHons S 320th St at 20th Ave S Intersection Imprmnts 15 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 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 providect in accordance with Section 1-08.3. Section 6-14, Geosynthetic Retaining Walls January 2, 2012 6-14.2 Materials The referenced section for the following item is revised to read: Grout 9-20.3(4) In the first paragraph, the following items are inserted after the item °Gravel Borrow For Geosynthetic Retaining Wall": Polyurethane Sealant 9-04.2(3) Closed Cell Foam Backer Rod 9-04.2(3)A Section 6-15, Soil Nail Walls January 2, 2012 6-15.2 Materials The referenced section for the following item is revised to read: Grout 9-20.3(4) 6-15.3(3) Submittals Item f beneath item number 3 is revised to read: Mix design and procedures for placing the grout. 6-15.3(6) Soil Nailing This section is supplemented with the following: The Contractor shall make and cure grout cubes once per day in accordance with WSDOT Test Method T 813. These samples shall be retained by the Contractor until all associated verification and proof testing of the sail 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. City of Federal Way S 320th St at 20th Ave S Intersectfon Imprmnts 16 Amendments to the Standard S Hications � P� February 2013 , 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 � 45 46 47 48 Section 6-16, Soldier Pile and Soldier Pile Tieback Walls January 2, 2012 6-16.3(3) Shaft Excavation The third sentence in the seventh paragraph is revised to read: When efforts to advance past the obstruction to the design shaft tip elevation result in the rate of advance of the shaft drilling equipment being significantly reduced relative to the rate of advance for the rest of the shaft excavation, then the Contractor shall remove the obstruction under the provisions of Section 6-16.5. 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 Sectian 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 fo become a part of the total bid by the Confractor. 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 obstru�tion 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 witl 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; 2. the Contractor shows that the obstruction removal work represents a detay to the completion of the project based on the current progress schedule provided in accordance with Section 1-08.3. Section 6-17, Permanent Ground Anchors August 6, 2012 6-17.3(3) Submittals The first sentence in the sixth paragraph is revised to read: ' City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts ' Amendments to the Standard Speclficatfons 17 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 The Contractor shall submit the mix design for the grout conforming to Section 9-20.3(4) and the procedures for placing the grout to the Engineer for approval. 6-17.3(7) Installing Permanent Ground Anchors The following new paragraph is inserted after the sixth paragraph: The Contractor shall make and cure grout cubes once per day in accordance with WSDOT Test Method T 813. These samples shall be retained by the Contractor until all 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. Section 6-19, Shafts August 6, 2012 6-19.3(4)F Slurry Disposal This section including titfe is revised to read: 6-19.3(4)F Disposat of Slurry and Slurry Contacted Spoils The Contractor shall dispose of the slurry and slurry-contacted spoils as specified in the shaft installation narrative in accordance with Section 6-19.3(2)B, item 8, and in accordance with the following requirements: 1. Water slurry with no additives may be infiltrated to an upland area within the confines ofithe 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 sturry disposal, upland is defined as an area that has no chance of discharging directly to waters of the State, including wetlands or conveyances that indirectly lead to wetlands or waters of the State. Spoils in contact with this slurry may be disposed of as clean fill. 2. Synthetic slurry and water slurry with polymer-based additives shall be contained and disposed of by the Contractor at an approved facility. The Contractor shall acquire all permits or approvals necessary for disposal of the slurry and shall provide copies to the Engineer. Spoils in contact with synthetic slurry or water slurry with polymer-based additives shall be disposed of in accordance with Section 2-03.3(7)C. With approval of the Engineer, the Contractor may re-use these spoils on-site. 3. Mineral slurry may be infiltrated to a temporary sediment trap located in an uptand 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 estabtished for City of Federat Way S 320th St at 20th Ave S Intersection Imprmnts 18 Amendments to the Standard S � peCifiCStfons February 2013 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 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. Section 7-05, Manholes, Inlets, Catch Basins, and Drywells April 2, 2012 7-05.3 Construction Requirements The third paragraph is supplemented with the following: Leveling and adjustment devices that do not modify the structural integrity of the metal frame, grate or cover, and do not void the originating foundry's compliance to these specifications and warranty is allowed. Approved leveling devices are fisted 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 specfied by the Project Engineer. Section 7-08, General Pipe Installation Requirements August 6, 2012 7-08.3(2)D Pipe Laying — Steel or Aluminum The foltowing new sentence is inserted after the first sentence in the second paragraph: The paint shalf cover al! the surFace in contact with the concrete and extend one inch beyond the point of contact. Section 7-09, Water Mains August 6, 2012 7-09.3(19)A Connections to Existing Mains In the second paragraph, "Special Conditions" is revised to read "Special Provisions". Section 8-01, Erosion Control and Water Pollution Control January 7, 2013 8-01.2 Materials The first paragraph is revised to read: Materials sha{I meet the requirements of the following sections: Corrugated Polyethylene Drain Pipe 9-05.1(6) Quarry Spalls 9-13 Seed 9-14.2 Fertilizer 9-14.3 Mulch and Amendments 9-14.4 City of Federal Way Amendments to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 79 February 2073 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 5Q Tackifiers Erosion Control Devices High Visibility Fence Construction Geotextile 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 hydraulicalty 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 shal{ 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 �ier acre using a hand-held fertilizer spreader or a tractor-mounted spreader. PAM shalf be applied only to areas that drain to compfeted sedimentation control BMPs in accordance with the TESC Plan. PAM may be reapplied on actively worked areas after a 4&hour period. PAM shall not be applied during rainfall or to saturated soils 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch In the first paragraph, "Enginee�' 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. 8-01.3(3) Placing Erosion Control Blanket This section including title is revised to read: City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts 20 AmendmeMs to the Standard S ifications , P� February 2013 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 8-01.3(3} Placing Biodegradable Erosion Control Blanket Biodegradable Erosion Control Blankets are used as an erosion prevention device and to enhance the estabfishment of vegetation. Erosion control blankets shall be installed according to the manufacturer's recommendations. Seeding and fertilizing shall be done prior to blanket installation. Select erosion control blanket material for an area based on the intended function: slope or ditch stabilization, and site specific factors including soil, slope gradient, rainfall, and flow exposure. Erosion Control Blankets shall not be used on slopes or in ditches that exceed the manufacturer's recommendations. 8-01.3(4) Placing Compost Blanket The first paragraph is revised to read: Compost blanket shall be ptaced to a depth of 3 inches over bare soil. Compost blanket shall be placed priar to seeding or other planting. An organic tack�er 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 tack�er 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 shatl 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 dam structure. Check dams shall be constructed in a manner that creates a ponding area upstream of the dam to allow pollutants to settle, with water from increased flows channeled over a spillway in the check dam. The check dam shall be constructed to prevent erosion in the area below the spillway. Check dams shall be placed perpendicular to the flow of water and instal{ed in accordance with the Standard Plans. The outer edges shall extend up the sides of the conveyance to prevent water from going around the check dam. Check dams shall be of sufficient height to maximize detention, without causing water to leave the ditch. Check dams shall meet the requirements in Section 9-14.5(4). City of Federal Way Amendments to the Standard Specifications 3 320th St at 20th Ave S Intersection Imprmnts 21 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 8-01.3(6}A Geotextile-Encased Check Dam 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: 8-01.3(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 construction entrance shall be free of extraneous 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 outlined in Section 9- 03.21. 8-01.3(9)C Straw Bale Barrier This section including title is revised to read: 8-01.3(9)C Vacant 8-01.3(11) Vacant This section including title is revised to read: 8-01.3(11) Outlet Protection Outlet protection shall prevent scour at the outlets of ponds, pipes, ditches or other conveyances. All quarry spall material used for outlet protection shalf 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: City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts 22 Amendments to the Standard S eciffcations � P February 2013 � l J CII 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 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 witl be measured per linear foot one time only along the completed check dam. No additional measuremeni will be made for check dams that are required to be rehabilitated or replaced due to wear. The ninth paragraph is deleted. The finrelfth 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 Blanket", per square yard is deleted. The bid item "Soil Binder or Tacking Agent", per acre is deleted. This section is supplemenfed with the following: "Outlet Proteetion", 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" shafl be full payment for att costs incurred to comptete the Work. "Biodegradable Erosion Control Blanket", per square yard. The unit Contract price per square yard for "Biodegradable Erosion Control Blanket" shall be full pay for alf costs to complete the spec�ed Work. Section 8-02, Roadside Restoration August 6, 2012 In this section, "psiPE" is revised to read "PSIPE". City of Federal Way Amendments to the Standard Specificattons S 320th St at 20th Ave S Intersection Imprmnts 23 February 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4�4 45 46 47 48 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. Section 8-03, Irrigation Systems April 2, 2012 8-03.3(7) Flushing and Testing The fifth paragraph is deleted. Section 8-04, Curbs, Gutters, and Spillways April 2, 2012 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways This section is supplemented with the following new sub-section: 8-04.3(1)B Roundabout Cement Concrete Curb and Gutter Roundabout cement concrete curb and gutter and roundabout splitter island nosing curb shall be shaped and finished to match the shape of the adjoining curb as shown in the Ptans. 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 foltowing: 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 Gutte�', 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. City of Federal Way Amendments to the Standard Speclfications S 320th St at 20th Ave S Intersectlon Imprmnts 24 February 2013 � � , � 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 "Roundabout Splitter Isfand Nosing Curb°, per each. The unit Contract price per each far "Roundabout Splitter Island Nosing Curb" shall be full payment for all costs for the Work including transitioning the roundabout splitter island nosing curb to the adjoining curb shape. Section 8-07, Precast Tra�c Curb and Block Traffic Curb January 7, 2013 This section's title is revised to read: 8-07 Precast Tra�c Curb 8-07�1 Description This section is revised to read: This Work consists of fumishing 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: "Type A Precast Traffic Curb", per linear foot. "Type C Precast Traffic Curb", per linear foot. "Type A Block Traffic Curb", per linear foot. "Type C Block Traffic Curb", per linear foot. Section 8-11, Guardrail August 6, 2012 45 8-11.3(1)D Removing Guardrail and Guardrail Anchor 46 The first two sentences in the first paragraph are revised to read: 47 City of Federal Way Amendments to the Standard Speclfications S 320th St at 20th Ave S Intersectfon Imprmnts 25 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Removal of the various types of guardrail shall include removal of the rail, cable elements, hardware, and posts, including transition sections, expansion sections, terminat 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, steet 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 guardrait 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 Anchof", per each is revised to read: The unit Contract price per each for "Removing Guardrail Anchor" shall be full payment for all costs to perForm the Work as described in Section 8-11.3(1)D, including rail removal, if there isn't a Bid Item for Removing Guardrail in the run of guardrail connecting to the anchor. Section 8-12, Chain Link Fence and Wire Fence April 2, 2012 In this Section "Enginee�' is revised to read "Project Engineer". 8-12.1 Materials This section is supplemented with the following: Paint 9-08.1(2)B 8-12.3(1)A Posts The words "for Type 3 and Type 4 fences" and "on Type 3 and Type 4 fences° are deleted from this section. The first sentence of the fifth paragraph is revised to read: After the post is set and plumbed, the hole shall be filled with Grout Type 4. The third sentence in the sixth paragraph is replaced with the following two sentences: After the post is set and plumbed, the hote 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: City of Federel Way S 320th St at 20th Ave S Intersection Imprmnts 26 Amendments to the Standard Specifications ' February 2013 i ' ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 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 shal! feature an apron around the outside of the posts. 8-12.3(1)B Top Rail This section's content including title is deleted and replaced with: 8-12.3(1)B Vacant 8-12.3(1)C Tension Wire and Tension Cable This section's content including title is revised to read: 8-12.3(1)C Tension Wire Tension Wires shall be attached to the posts as detailed in the Plans or as approved by the Engineer. 8-12.3(1)D Chain Link Fabric The firsf three paragraphs are revised to read: Chain link fabric shall be attached after the cables and wires have been properly tensioned. Chain link fabric shall be placed on the face of the post away from the Highway, except on horizontal curves where it shall be placed on the face on the outside of the curve unless otherwise directed by the Project Engineer. Chain link fabric shall be placed approximately 1-inch above the ground and on a straight grade between posts by excavating high points of ground. Filling of depressions will be permitted only upon approval of the Project Engineer. The fourth sentence in the fourth paragraph is revised to read: The top and bottom edge of the fabric shall be fastened with hog rings to the top and bottom tension wires as may be applicable, spaced at 24inch intervals. 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 ptumbed, the hole shall be filled with Grout Type 4. The fourth sentence in the sixth paragraph is replaced with the following two sentences: City of Federal Way Amendments to the Standard Specificatio� S 320th St at 20th Ave S Intersection Imprmnts 27 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 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 tenth paragraph is revised to read: Where the new fence joins an existing fence, the 2 shall be attached in a manner satisfactory to the Project Engineer, and end or corner posts shall be set as necessary. The eleventh paragraph is deleted. 8-12.5 Payment The paragraph following the item "Chain Link Fence Type °, per linear foot is revised to read: The unit Contract price per linear foot for "Chain Link Fence Type _" shall be full payment for all costs for the specfied 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 far 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 4Single 6 Ft. Chain Link Gate", shall be full payment for all costs for the spec�ed 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 specfied 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. The paragraph following the item "Access Control Gate", per each is revised to read: The unit contract price per each for "Access Control Gate" shall be full payment for all costs to perform the specified Work. City of Federat Way S 320th St at 20th Ave S Intersectfon Imprmnts 28 Amendments to the Standard Speclfications , February 2013 L � 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Section 8-15, Riprap Apri12, 2Q12 8-15.1 Description The second paragraph is revised to read: Riprap will be classified as heavy loose riprap, light ioose riprap, and hand placed riprap. Section 8-20, Illumination, Traffic Signal Systems, And Electrical August 6, 2012 8-20.3(4) Foundations The first paragraph is revised to read: Foundation concrete shalt 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, I11, IV, V, and CCTV signal standards and light standard foundations shall be Class 4000P. 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 withouf 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 concrefe into a shaft. Steel reinforcing bars for foundations sha{I conform to Section 9-07. 8-20.3(9) Bonding, Grounding The first sentence in the second paragraph is replaced with the following finro sentences: Alt conduit insta{led shal! have an equipment ground conductor installed in addition to the conductors noted in the Contract. Conduit with innerducts shall have an equipment ground conductor instatled in each innerduct that has an electrical conductor. 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-Q6. 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 City of Federal 1FVay Amendments to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 29 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 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 mod�cation of any kind in the fietd is not permitted. If fabrication repair, adjustment or modification occurs after a sign structure member or connection element has been galvanized, the entire member or element shall be re-galvanized in accordance with AASHTO M 111. 8-21.3(9)B Vacant This section including title is revised to read: 8-21.3(9)B Erection of Steel Structures Erection shall conform to the applicable requirements of Sections 6-03 and 8-21.3(9)F. Section 8-21.3(9)F notwithstanding, the Contractor may erect a sign bridge prior to completion of the shaft cap portion of one foundation for one post provided the following conditions are satisfied: 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 white 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 shafl 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 fhe sides, the steel reinforcing bars, or the steel reinforcing bar cage bracing. The Section 6-02.3(6) restrietion for 5-feet maximum free-falf shafl not apply to placement of Class 4000P concrete into a shaft. The ninth paragraph (after implementing the preceding Amendment) is replaced with the following three new paragraphs: After construction of concrete foundations for sign bridge and cantilever sign structures, the Contractor shall survey the foundation locations and elevations, the anchor bolt array locations and lengths of exposed threads. The Contractor shall confirm that the survey conforms to the sign structure post, beam, span and foundation design geometry shown in the Plans, and shall identify any deviations from the design geometry shown in the Plans. When deviations are identified, the Contractor shall notify the Engineer, and such notice City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts 30 Amendments to the Standard Specificatfons , February 2013 ❑ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 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 Sectian 8-21.3(9)A. {f the Contractor's sunrey indicates that a concrete foundation has been constructed incorrectly for a sign structure that has already been fabricated, the Contractor may remove and reconstruct the shaft cap portion of the foundation, in accordance with Section 1-07.13, provided the following conditions are satisfied: 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 shawn in the Pfans. 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 mod�ed 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) shatl 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 shalf 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 City of Federal Way Amendments to the Standa�d Specifications S 320th Sf at 20th Ave S Intersection Imprmnts 31 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Surveying°, except that when no Bid item is included in the Proposal for "Structure Surveying° then such costs shall be included in the lump sum contract price(s) for "Sign Bridge No. _" and "Cantilever Sign Structure No. _" Section 8-22, Pavement Marking January 7, 2013 8-22.3(3)D Line Applications The last paragraph is supplemented with the following: Grooved line pavement marking shall not be constructed on bridge decks or on bridge approach slabs. 8-22.3(6) Removal of Pavement Markings The following finro new sentences are inserted after the first sentence: Grinding to remove painted markings is not allowed. Grinding to remove plastic marking is allowed to a depth just above the pavement surface, then water blasting or shot blasting shall be required to remove the remaining markings. 8-22.4 Measurement The items "Painted Wide Line" and °Plastic Wide Line" are deleted from the fourth paragraph. The si�h 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. "Pfastic Crosshatch Marking", per linear foot. The following new paragraph is inserted after the last bid item in this section: City of Federal Way Amendments to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 32 February 2013 ' , 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 The unit Contract price for the aforementioned Bid items shall be full payment for all costs to perform the Work as described in Section 8-22. Section 8-25, Glare Screen April 9, 2012 In this section, "tension cable" and "cable� are deleted. 8-25.3(3) Posts The first sentence in the first paragraph is revised to read: Posts shall be constructed in accordance with the Standard Plans and applicable provisions of Section 8-12.3(1)A. The tast paragraph is revised to read: All round posts for Type 1 Design B and Type 2 glare screen shall be fitted with a watertight top securely fastened to the post. Line posts shall have tops designed to carry the top tension wire. 8-25.3(5) Tension Cables This sections content including title is deleted: 8-25.3(6) Fittings, Attachments, and Hardware This sections content including title is defeted. Section 8-29, Wire Mesh Slope Protection January 7, 2013 This section is deleted in its entirety and replaced with the following: 8-29 Wire Mesh Slope Protection 8-29.1 Description This Work consists of furnishing and installing the anchors and the wire mesh slope protection in accordance with these Specifications and the details shown in the Plans and in conformity with the lines and dimensions shown in the Plans or established by the Engineer. 8-29.2 Materials Materials shall meet the requirements of Section 9-16.4. 8-29.3 Construction Requirements 8-29.3(1) Submittals The Contractor shall submit a wire mesh slope protection plan to the Project Engineer a minimum of seven calendar days prior to beginning the work. The wire mesh slope protection plan shall include the following: 1. Plan sheets for anchor layout and installation, and the equipment and process used to confirm the capacity of the constructed anchors including the calibration data for the stressing devices used to proof test the anchors, as completed by an City of Federal Way Amendments to the Standard Specifications S 320th St at 20th Ave 5 Intersection Imprmnts 33 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 independent testing laboratory within 60 calendar days of the wire mesh slope work. 2. Working drawings for the temporary yoke or load frame to be used far anchor proof testing in accordance with Section 6-01.9. 3. Plans and details for assembling wire mesh and erecting the assembled mesh on the slope. All costs for the Work required for Submittals shall be included in the unit Bid price detailed in Section 8-29.5. 8-29.3(2) Anchors The Contractor shall install anchors of the type shown in the Plans and in conformance with the layout shown in the Wire Mesh Protection Plan as described in Section 8-29.3(1). The spacing and number of the anchors and wire ropes as shown in the Plans are approximate only, and upon review of the wire mesh slope protection plan, the Engineer may arrange the spacing to better hold the wire mesh against the slope. Backfill material shall be thoroughly compacted with a mechanical compactor. The Contractor shafl proof test up to 25 percent of the anchors in vertical pullout to the minimum allowable anchor capacity spec�ed 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 fai{ this criterion shafl be replaced and retested. If more than three anchors fail, the Contractor shall proof test all anchors. 8-29.3(3) �re Rope � All wire rope loops shall include a thimble. No wire rope splicing will be alfowed. 8-29.3(4) �re 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 fasfeners 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'/2-turns. The wire mesh shall not be tensioned in any direction, but is to remain loose so as to increase its dampening effect on rolling rocks. The Contractor shall use care in the handling and instailing 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. City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts 34 Amendments to the Standard Specifications � February 2013 ' 1 2 3 4 5 6 7 8 9 10 19 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 � 35 36 37 38 39 40 41 42 43 44 45 46 47 48 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 slape. There will be no deduction made for overlapping the wire mesh material as required for splices or for coverage due to variations in the slope or ground conditions. 8-29.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following Bid items that are included in the Proposal: "Wire Mesh Slope Protection Anchor", per each. The unit Contract price per each for "Wire Mesh Slope Protection Anchor" shall be full payment for all costs for the Work described in Sections 8-29.3(1) and 8-29.3(2). "Wire Mesh Slope Protection", per square foot The unit Contract price per square foot for "Wire Mesh Slope Protection" shall be full payment for al{ costs for the Work described in Section 8-29.3(3) and 8-29.3(4). 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). Section 9-03, Aggregates January 7, 2012 9-03.1(1) GeneraF Requirements The eighth paragraph is deleted. 9-03.13 Backfill for Sand Drains This section is supplemented with the following: That portion of backfill retained on a No. 4 sieve shall not contain more than 0.05 percent by weight of wood waste. 9-03.13(1) Sand Drainage Blanket The last paragraph is revised to read: That portion of backfill retained on a No. 4 sieve shall not contain more than 0.05 percent by weight of wood waste. 9-03.14(1) Gravel Borrow Note' is deleted, including the reference in the table. City of Federal Way Amendments to the Standard Specifica8ons S 320th St at 20th Ave S Intersection Imprmnts 35 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 9-03.14(2) Select Borrow Note' is deleted. Note 2 is re-numbered Note', inciuding the reference in the table. 9-03.14(4) Gravel Borrow for Geosynthetic Retaining Wall This section is revised to read: All backfill material for geosynthetic retaining walls shall consist of granular material, either naturally occurring or processed, and shalf 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: Sieve Size Percent Passin 1 '/. " 99-100 1" 90-100 No. 4 50-80 No. 40 30 max. No. 200 7.0 max. Sand E uivalent 50 min. 16 17 All percentages are by weight 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 34 35 36 37 38 Pro e Test Method Allowable Test Value Los Angeles Wear AASHTO T 96 35 percent max. 500 rev. De adation Factor WSDOT Test Method 113 15 min. H, ermanent walls AASHTO T 289 4.5-9 H, tem or walls AASHTO T 289 3-10 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. 9-03.21(1)C Yacant This section including title is revised to read: 9-03.21(1)C Recycled Glass (Glass Cullet) Glass Cullet shalt meet the requirements of AASHTO M 318 with the additional requiremeni that the glass cullet is limited to the maximum amounts set in Section 9-Q3.21(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. City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts 36 � ' , � � � Amendments to the Standard Specificatio� � February 2013 � 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 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 (Giass Cullet) in the table. In the column "Recycled Glass (Glass Cullet)H all amounts are revised to read "20" beginning with the item "Ballast" and continuing down until the fast item in the table. Section 9-04, Joint And Crack Sealing Materiats January 7, 2013 9-04.2 Joint Sealants This section is supplemented with the following new sub-sections: 9-04.2(3) Polyurethane Sealant Polyurethane sealant shall conform to ASTM C 920 Type S Grade NS Class 25 Use M. Pofyurethane 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 pofyurethane sealant shall conform to ASTM C 133Q 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 Section 9-05, Drainage Structures, Culverts, and Conduits January 7, 2013 9-05.0 Acceptance by Manufacturer's Certification This section including title is revised to read: 9-05.0 Acceptance and Approval of Drainage Structures, and Culverts The Drainage Structure or Culvert may be selected frorrt the Qualified Products List, or submitted using a Request for Approval of Materials (RAM) in accordance with Section 1- 06. Certain drainage materials may be accepted by the Engineer based on a modified acceptance criteria when materials are selected from the Qualified Products List (QPL). The modified acceptance criteria are defined in the QPL for each material. City of Federal Way Amendments to the Standard Spec�cations S 320th St at 20th Ave S Intersection Imprmnts 37 February 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4Q 41 42 43 44 45 46 47 48 49 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 fisted on the NTPEP audit website displaying they are NTPEP compliant. 9-05.1(7) Corrugated Polyethylene Drain Pipe, Couplings, and Fittings (12 Inch Through 60 Inch) This section is supplemented with the following: Corrugated polyethylene drain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9-05.2(7) Perforated Corrugated Polyethylene Underdrain Pipe (Up to 101nch) This section is supplemented with the following: Perforated corrugated polyethylene underdrain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9-05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe (12-Inch Through 60 Inch Diameter Maximum), Couplings, and Fittings This section is supplemented with the following: Perforated corrugated polyethylene underdrain pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP} work plan for HDPE (High Density Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website displaying they are NTPEP compliant. 9-05.19 Corrugated Polyethylene Culvert Pipe, Couplings, and Fittings The word "produce�' is revised to read "manufacturer". The second paragraph is revised to read: Joints for corrugated polyethylene culvert pipe shall be made with either a befl/bell or bell and spigot coupling and shall incorporate the use of a gasket conforming to the requirements of ASTM D 1056 Type 2 Class B Grade 3 or ASTM F 477. All gaskets shall be factory installed on the coupling or on the pipe by the qualified manufacturer. This section is supplemented with the following: Corrugated polyethylene culvert pipe manufacturers shall participate in the National Transportation Product Evaluation Program (NTPEP) work plan for HDPE (High Density City of Federal Way Amendments to the Standard Speclfications S 320th St at 20th Ave S Intersection Imprmnts 38 February 2013 1 2 3 4 5 6 7 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Polyethylene) Thermoplastic Pipe and be listed on the NTPEP audit website dispiaying they are NTPEP compliant. 9-05.20 Corrugated Polyethylene Storm Sewer Pipe, Couplings, and Fittings The word "produce�' 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 potyethylene culvert pipe manufacturers shall participate in the Nationat 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 Cutvert Pipe, Polypropylene Storm Sewer Pipe, and Polypropylene Sanitary Sewer Pipe This sections content is deleted and replaced with the following: Afl 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. Alf gaskets shall be factory installed on the pipe in accordance with the producer's recommendations. Qual�cation 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 shali 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 fallowing requirements: 1. For dual wall pipe sizes up to 30 inches: ASTM F2736. . 2. For triple wail pipe sizes from 30 to 60 inches: ASTM F2764. 3. For dual wall profile pipe sizes 36 to 60 inches: AASHTO MP 21, Type S or Type D. City of Federal Way Amendments to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 39 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 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. 2 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. Section 9-06, Structural Steel and Related Materials April 2, 2012 9-06.5(3) High Strength Bolts In this section, "AASHTO M 291" is revised to read "ASTM A 563". Section 9-07, Reinforcing Steel August 6, 2012 9-07.7 Wire Mesh The first sentence in the first paragraph is revised to read: Wire mesh for concrete reinforcement shall conform to the requirements of AASHTO M 55, Welded Steel Wire Fabric for Concrete Reinforcement or AASHTO M 221, Steel Welded �re Reinforcement, Deformed for Concrete. Section 9-10, Piling April 2, 2012 9-10.4 Steel Pile Tips and Shoes !n the first paragraph "ASTMA A 148 Grade 60-90" is revised to read "ASTMA A 148 Grade 90- 60". Section 9-14, Erosion Control and Roadside Planting 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 specifted. 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: Clty of Federal Way S 320th St at 20th Ave S Intersection Imprmnts 40 Amendments to the Standard Specifications � February 2013 � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Heavy Metals EPA 6020A Totat Metals Antimony — < 4 mg/kg Arsenic — < 6 mg/kg Bazium — < 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 rr►g/kg Zinc — < 30 m Water Holding ASTM D 7367 800 percent minimum Ca aci 9-14.4(2)A Long Term Mulch In the first paragraph, the phrase "within 2 hours of application" is deleted. 9-14.4(4j Wood Strand Mulch The last sentence in the second paragraph is deleted. This section is supplemented with the following new paragraph: The Contractor shall provide Material Safety Data Sheet (MSDS) that demonstrates that the product is not harmful to plant life and a test report perFormed in accordance with WSDOT Test Method 125 demonstrating compliance to this specification prior to acceptance. 9-14.4(8) Compost The second paragraph is revised fo 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 materia! 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 Maximum 1" 100 /s" 90 100 '/a" 75 100 City of Federal Way Amendments to the Standard Specificatlons S 320th St at 20th Ave S Intersection Imprmnts 41 February 2013 1 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 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 Minimnm Maximum 2" 100 1" 90 100 '/4" 70 100 '/." 40 60 � ' � ' , � , , , Note Maximum particle length of 6 inches. Coarse compost shall have a carbon to nitrogen ratio (C:N) between 25:1 and 35:1. The carbon to nitrogen ratio shall � be calculated using the dry weight of "Organic Carbon" using TMECC 04.01A divided by the dry weight of "Total N" using TMECC 04.02D. 2. The pH shall be befinreen 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 "Class�cation of Inerts by Sieve Size". 4. Minimum organic matter shall be 40 percent by dry weight basis as defermined 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 "Electrica! Conductivity." C 7 Maturity shall be greater than 80 percent in accordance with U.S. Composting Council TMECC 05.05-A, "Germination and Root Elongation". Stability shall be 7-mg CO2—C/g OM/day or below in accordance with U.S. Composting Council TMECC 05.08-B "Carbon Dioxide Evolution Rate". 8. The compost product shall originate from organic waste as defined in WAC 173 350 as "Type 1 Feedstocks", "Type 2 Feedstocks", and/or "Type 3 Feedstocks". City of Federal Way Amendments to the Standard Specffications S 320th St at 20th Ave S tntersection Imprmnts 42 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The Contractor shall provide a list of feedstock sources by percentage in the frnal compost product. 9. The Engineer may also evaluate compost for maturity using U.S. Composting Council TMECC 05.08-E "Solvita� Maturity Index". Fine compost shall score a number 6 or above on the Solvita� Compost Maturity Test. Medium and coarse compost shall score a 5 or above on the Solvita� Compost Maturity Test. 9-14.4(8)A Compost Approval This section's title is revised to read: 9-14.4(8)A Compost Submittal Requirements The first sentence in this section up until the colon is revised to read: The Contractor shall submit the following information to the Engineer for approval: Item No. 2 in the first paragraph is revised to read: 2. A copy of the Solid Waste Handling Permit issued to the manufacturer by the Jurisdictional Health Department in accordance with WAC 173-350 (Minimum Functional Standards for Solid Waste Handling) or for biosolid composts a copy of the Coverage Under the General Permit for Biosolids Management issued to the manufacturer by the Department of Ecology in accordance with WAC 173-308 (Biosolids Management). 9-14.5(1) Polyacrylamide (PAM) The third 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 Evatuation Program (NTPEP) meeting the requirements of Section 9-14.5(2)B, 9- 14.5(2)C and 9-14.5(2)D. 9-14.5(2}A Approval and Acceptance of Biodegradable Erosion Control Blankets The erosion control blanket may be selected from the Qualified Products List, or submitted using a Requesf for Approval of Materials (RAM) in accordance with Section 1-06. Erosion control blankets may be accepted by the Engineer based on the modified acceptance criteria when materials are selected from the QPL. The mod�ed acceptance criteria are defined in the QPL for each material. City of Federal Way Amendments to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 43 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 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 NRCS'"* Soil Texture Triangle Mass Per Unit ASTM D 6475 7.6 oz./sq. yd. minimum Area Light ASTM D 6567 44 % maximum Penetration Tensile Strength ASTM D 6818 10.0 x 6.0 pounds/inch minimum MD x XD" Tensile ASTM D 6818 38% x 33% maximum Elongation MD x XD* *MD is Machine Design and XD is Cross Direction '`"Natural Resource Conservation Services 9-14.5(2)C Biodegradable Erosion Control Blanket for Slopes Flatter than 3:1(H:� Table 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 Cky of Federal Way Amendments to the Standard Spec�cat(a�s S 320th St at 20th Ave S Intersection Imprmnts 44 February 2013 2 3 4 5 6 Penetration Tensile Strength ASTM D 6818 6.5 x 2.3 poundsrnch minimum MD x XD* Tensife 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�;mrt) = 2•0 psf Protecting Soil tested shall be sandy minimum. Earthen loam as defined by the Channels from NRCS** Limiting Velocity (V�;m;t) = 7•5 Stormwater- Soil Texture Triangle ft/sec flow minimum. Induced Erosion Mass per Unit ASTM D 6475 7.4 oz./ sq. yd. minimum Area Light ASTM D 6567 65 % maximum Penetration Tensite Strength ASTM D 6818 9.6 x 3.2 Ibs/inch minimum MD x XD'` Tensile ASTM D 6818 38% x 33% maximum Elongation MD x XD* *MD is Machine Design and XD is Cross Direction *''Natural Resource Conservation Services 7 8 9 9-14.5(4) Geotextile Encased Check Dam 1Q This section including title is revised to read: 11 12 9-14.5(4) Check Dams 13 All materials used for check dams shall be non-toxic and not pose a threat to wildlife when 14 installed. 15 City of Federal Way Amendments to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 45 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 ao 41 42 43 44 45 46 47 48 49 This section is supplemented with the following new sub-sections: 9-14.5(4)A Biodegradable Check Dams Biodegradable check dams shalt 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 of 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". 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 shall conform to the requirements of AASHTO M 181, Type 1(zinc-coated steel), Grade 1 or 2, and shall include all round and roll-formed material (line posts, brace posts, end posts, corner posts, and pull posts}. The last sentence in the fourth paragraph is deleted. 9-16.1(1)C Tension Wire and Tension Cable This section including title is revised to read: 9-16.1(1)C Tension Wire Tension wire shall meet the requirements of AASHTO M 181. Tension wire galvanizing shafl be Class 1. 9-16.1(1)D Fittings and Hardware The second sentence in the first paragraph is deleted. City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts 46 Amendments to the Standard Specifications � February 2013 � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The last paragraph is deleted. 9-16.1(2) Approva! This section is deleted. 9-16.2(2) Approva! This section is deleted. 9-16.4(2) Wire Mesh This sectian 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 sefvedges with continuous selvedge wire as specified in ASTM A 975. 9-16.4(3) Wire Rope This section is revised to read: �re rope shall be �/- inch-diameter, independent wire rope class (IWRC) 6x19, extra improved plow steel (EIP) wire rope galvanized in accordance with ASTM A1023. Each lot of wire rope shall be accompanied by a Manufacturer's Certificate of Compliance, a mill certificate, and a test report showing the wire rope meets the minimum breaking force requirements of ASTM A 1023. 9-16.4(4) Hardware This section is revised to read: Weldless steel rings shall be drop-forged steel and heat treated after forging; have a single pull, working load limit of at least 10,000 lbs; and meet performance requirements of Federal Specification RR-G271 D Type VL Thimbles required for all wire rope loops shall be standard weight, galvanized, and meet pertarmance requirements of Federal Specification FF-T-276b Type II. Wire rope clips shall have drop-forged steel bases, be galvanized, and meet performance requirements of Federal Specification FF-C-450 Type I Class 1. 9-16.4(5) Hog Rings and Tie Wire This section including title is revised to read: 9-16.4(5) Fasteners and Lacing Wire Fasteners shall consist of 11 gauge high tensile steel. Lacing wire shall consist of 9 gauge, zinc-coated steel wire conforming to ASTM A 641. 9-16.4(6) Grout This section include title is deleted. City of Federal Way Amendments to the Sta�dard Specifications S 320th St at 20th Ave S Intersection Imprmnts 47 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 9-16.4(7) Anchor This section including tit{e 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-coated in accordance with Sections 6-02.3(24)H and 9-07.3 or galvanized after fabrication in accordance with ASTM A 767 Class I. Hollow-core anchor bars shall have continuous threads/deformations and be fabricated from steel tubing conforming to ASTM A 519. Couplers and nuts shall provide 100% of the guaranteed minimum tensile strength of the hollow core anchor bars. Bearing plates shall conform to ASTM A 572 Grade 50 and shall be galvanized after fabrication in accordance with AASHTO M 111. Nuts shalf 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 Apptications, 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 Ctass 3000 conforming to Section 6-02. Steet 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) Posis 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'/2 inch inside diameter galvanized steel pipe with a nominal weight of 5.79 pounds per linear foot. Intermediate pull posts (braced line posts) shall be as specified for line posts. The base material for the manufacture of steel pipes used for posts shall conform to the requirements of ASTM A 53, except the weight tolerance on tubular posts shall be applied as provided below. Posts provided for glare screen will have an acceptance tolerance on the weight per linear foot, as specified, equal to plus or minus 5 percent. This tolerance will apply to each individual post. All posts shall be galvanized in accordance with AASHTO M 181 Section 32. The minimum average zinc coating is per square foot of surface area. This area is defined as the total area inside and outside. A sample for computing the average of mass of coating is defined as a 12-inch piece cut from each end of the galvanized member. City of Federal Way Amendments to the Standard Specffications S 320th St at ZOth Ave S Intersection Imprmnts 48 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 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 tension wire attachments shafl 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 �/8-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 3/8 inch diameter pins. 9-16.6(9) Fabric Bands and Stretcher Bars The first paragraph is revised to read: Fabric bands shall be % inch by 1 inch nominal. Stretcher bars shall be %16 inch by �/a inch nominal or 5/,s inch diameter round bar nominal. A 5/76 inch diameter round stretcher bar shall be used with Type 1. Nominal shall be construed to be the area of the cross section of the shape obtained by multiplying the specified width by thickness. A variation of minus 5- percent from this theoretical area shall be construed as "nominal" size. All shall be galvanized to meet the requirements of ASTM F 626. Section 9-18, Precast Traffic Curb and Block Traffic Curb August 6, 201 Z This section's title is revised to read: 9-18 Precast Tra�c Curb 9-18.3 Block Tra�c Curb This section including title is revised to read: 9-18.3 Vacant Section 9-20, Concrete Patching Material, Grout, and Mortar January 2, 2012 9-20.3(3) Grout Type 3 for Unconfined Bearing Pad Applications This section is revised to read: Grout Type 3 shall be a prepackaged material meeting the requirements of ASTM C 928 — Table 1, R2 Concrete or Mortar. 9-20.3(4) Grout Type 4 for Multipurpose Applications In the third sentence of the first paragraph, the reference "0.40" is revised to read "0.45°. City of Federal Way Amendments to the Standard Speciflcations S 320th St at 20th Ave S Intersection Imprmnts 49 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Section 9-23, Concrete Curing Materials and Admixtures April 2, 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 September 17, 2012 9-28.14(2) Steel Structures and Posts "AASHTO M 291" is revised to read "ASTM A 563". Section 9-29, Iilumination, Signal, Electrical January 7, 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 9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes The section is supplemented with the following: The Contractor shall perForm quality control inspection. The Contracting Agency intends to perform Quality Assurance Inspection. By its inspection, the Contracting Agency intends only to verify the quality of that Work. This inspection shall not relieve the Contractor of any responsibility for identifying and replacing defective material and workmanship. Prior to the start of production of the precast concrete units, the Contractor shall advise the Engineer of the production schedule. The Contractor shall give the Inspector safe and free access to the Work. If the Inspector observes any nonspec�cation Work or unacceptable quality control practices, the Inspector will advise the plant manager. If the corre�tive 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 shatl show placement of reinforcing steel. The shop drawing shall be prepared by (or under the direct supervision ofl 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 City of Federal Way Amendments to the Standard Specffications S 320th St at 20th Ave S Intersection tmprmnts 50 February 2�13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 (, � 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 shalt 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 comp�essive strength of 6,000 psi when reinforced with a welded wire hoop, or 4,000 psi when reinforced with welded wire fabric or fiber reinforcement. The frame shall be anchored to the box by welding headed studs �/8 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 pracfices. 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 equatly 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-Q7 Fiber Reinforcing ASTM C 1116, Type III Lid ASTM A 786 diamond plate stee! Slip Resistant Lid ASTM A 36 steel Frame ASTM A 786 diamond plate steel or ASTM A36 steef 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 Bolts, Studs, Nuts, ASTM F 593 or A 193, Type 304 or 316, or Washers Stainless Steel rade 302, 304, or 316 City of Federal Way Amendments to the Standard Specfflcations S 320th St at 20th Ave S Intersection Imprmnts 51 February 2013 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 steel in accordance with approved shop drawin Locking and Latching In accordance with approved shop Mechanism Hardware drawings and Bolts 9-29.2(1)B Heavy Duty Junction Boxes The section is revised to read: Heavy-Duty Junction Boxes shall be concrete and have a minimum vertical load rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordancewith 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. Frame and stiffener ASTM A 572 grade 50 or ASTM A 588, both plates with min. CVN toughness of 20 ft-Ib at 40 d 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 In accordance with approved shop Latching Mechanism drawings Hardware and Bolts The lid stiffener plates shall bear on the frame, and be milled so that there is full even contact, around the perimeter, between the bearing seat and lid stiffener plates, after fabrication of the frame and lid. The bearing seat and lid perimeter bar shall be free from burrs, dirt, and other foreign debris that would prevent soiid seating. Bofts 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 City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts 52 r � C� ' � ' , , � � � � ' ' � Amendments to the Standard Specfficatfons , February 2073 � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 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 shatl 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 shatl 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 concrete junction box, and shall include the following information: 1. Product identification. 2. Date of testing. 3. Description of testing apparatus and procedure. 4. All load deflection and failure data. 5. Weight of box and cover tested. 6. Upon completion of the required test(s) the box shall be foaded to failure. 7. A brief description of type and location of failure. The third paragraph is revised to read: For non-concrete junction boxes the independent testing laboratory shall meet the requirements of AASHTO R 18 for Quafified 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 Contra�ting 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 ident�cation. 2. Date of testing. 3. Description of testing apparatus and procedure. City of Federal Way Amendments to the Standard Specificatfons S 320th St at 20th Ave S Intersection Imprmnts 53 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 47 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 4. All load deflection data. 5. Weight of box and cover tested. The first paragraph following the title "Testing for the Standard Duty Non-Concrete Junction Boxes" is revised to read: Non-concrete Junction Boxes shall be tested as defined in the ANSI/SCTE 77-2007 Tier 15 test method with test load minimum of 22,500 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 shown in the Standard Plans. The Contractor shall provide shop drawings for all components, including concrete box, Cast Iron Ring, Ductile Iron Lid, Steel Rings, and Lid. In addition, the shop drawings shall show placement of reinforcing steel, knock outs, and any other appurtenances. The shop drawing shall be prepared by or under the direct supervision of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each sheet shall carry the following: Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. 2. The initials and dates of all participating design professionals 3. Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. 4. Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. For each type of box or whenever there is a change to the Cable Vault or Pull box design, a proof test, as defineci 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. City of Federal Way Amendments to the Standard Speclfications S 320th St at 20th Ave S Intersection Imprmnts 54 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Concrete for standard duty cable vaults and pull boxes shatl have a minimum compressive strength of 4,000 psi. The lid frame shall be anchored to the vaultlbox concrete lid by welding headed studs g/e 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 shatl confain 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 shail 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 Cabfe Vaults and Pull Boxes shall conform to the following: Materials Requirements Concrete Section 6-02 Reinforcing Steel Section 9-07 Lid ASTM A 786 diamond plate steel Slip Resistant Lid ASTM A 36 Steel Frame ASTM A 786 diamond plate steel or ASTM A 36 Slip Resistant Frame ASTM A 36 Steet Lid Support ASTM A 36 Steel, or ASTM A 1011 Grade SS Handle & Handle ASTM A 36 steef 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 grade 302, 304, 316 per a roved sho drawin Hinges and Locking Mechanism Hardware Per approved shop drawings and Bolts 9-29.2(2)B Heavy-Duty Cable Vaults and Pull Boxes This section is revised to read: Heavy-Duty Cable Vaults and Pull Boxes shall be constructed of concrete having a minimum compressive strength of 4,000 psi, and have a minimum vertical toad rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9-292(1)C for Heavy-Duty Junction Boxes. Materials for Heavy Duty Cable Vaults and Pull boxes shall conform to the following: Materials Requirements City of Federal Way Amendments to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 55 February 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 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". 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 sodium and red for metal halide, and white for induction light sources. Legends shall be sealed with transparent film resistant to dusf, weather, and ultraviolet exposure. 9-29.10(2) Decorative Luminaries The second sentence in the third paragraph is deleted. 9-29.13(7)B Auxiliary Equipment for NEMA Controllers In the first paragraph, item number's 8-13 are renumbered to read 9-14 respectfully. Item number 7 in the first paragraph is revised to read: 7. A"Display Panel° when noted in the Contract. The display panel shall depict a generic eight-phase operation. The panel shall be mounted on the inside of the front cabinet door and the mounting shall be of a design that allows positioning of the panel in four orientations 90 degrees from each other. The mounting shalf be removable without use of any tools. Incandescent red, yellow, green, walk and don't walk indicator lights shall be provided for each phase. The indicator lights shall be connected to the associated field terminals. The connecting cable shal! be long enough to allow for any mounting orientation. No diodes will be allowed in the display panel. A means of disconnecting all wiring entering the panel shall be provided. Switches shall be provided on the panel with labels and functions as follows: � i� Display On — Signal indicator iamps will display the operation of the intersection. Test — All indicator lamps shall be energized. c. Display Off — All signal indicator lamps shall be de-energized. City of Federal Way Amendments to the Standard Specificattons S 320th St at 20th Ave S Intersection Imprmnts 56 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 The following new numbered item is inserted after item number 7.: 8. A"Detector Panel", as specified in Section 9-29.13(7)D, shall be installed. The panel shall be mounted on the inside of the front cabinet door. The detector panel shait be constructed as a single unit. Detector switches with separate operate, test, and off positians shall be provided for each field detector input circuit. A high intensity light emitting diode (LED} shall be provided for each switch. The lamp shafl 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 disconne�ted. In the operate position, each respective detector circuit shall operate normafly. Switches shall be provided on the panel with labels and functions as follows: a C Display On — Detector indicator lights shall operate consistent with their respective switches. 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 panei is disconnected. All switches on the panel shall be marked with its associated Plan detector number. Afl markers shall be permanent. 9-29.13(7)E Type 170E, 170E-HC-11, 2070, 2070 Lite, ATC Controller Cabinets The following new title is inserted after the fifth sentence in the first paragraph: 9-29.13(7)F Ramp Meter, Traffic Data, and Warning Sign Cabinets 9-29.16(1)A1 Conventional Optical System This section's title is revised to read: 9-29.16(1)A1 Non-LED Optical System 9-29.16(1)D1 Electricaf - Conventional This section's title is reviseci to read: 9-29.16(1)D1 Electrical — Non-LED 9-29.20 Pedestrian Signals This section is revised to read: Pedestrian signals shall be Light Emitting Diods (LED) type. The LED pedestrian signal module shall be operationally compatible with controllers and conflict monitors. The LED lamp unit shall contain a disconnect thaf will show an open switch to the conflict monitor when less than 60 percent of the LEDs in the unit are operational. City of Federal Way Amendments to the Standard Spectflcations S 320th St at 20th Ave S Intersectio� Imprmnts 57 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 The Pedestrian signal heads shall be on the QPL or the Contractor shall submit a Manufacturer's Cert�cate 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 Spec�cation 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. Atl pedestrian signals supplied to any one project shall be from the same manufacturer and type but need not be from the same manufacturer as the vehicle heads. b. Each pedestrian signal face shall be a single unit housing with the signal indication size, a nominal 16 inch x 18 inch with side by side symbol messages with countdown display. c Housings shall be green polycarbonate or die-cast afuminum and the aluminum housings shall be painted with two coats of factory applied traffic signa! 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 interva! for one signal cycle. During the following pedestrian change interval the countdown shall show the revised tirne, or shall be blank. In the event of an emergency vehicle preemption, during the following two cycles, the display shall show the programmed pedestrian change interval or be blank. In the event the controller is put in stop time during the pedestrian change interval, during the following two cycles the display shall show the programmed clearance or be blank. In the event there is railroad preempt during the pedestrian change interval, during the following two cycles the display shall show the programmed clearance or be blank. Light emitting diode (LED) light sources having the incandescent appearance are required for Portland Orange Raised Hand and the Lunar White Walking Person. b. Voltage: The operating voltages shall be between 85 VAC and 135 VAC. 49 c. Temperature: Temperature range shall be -35° F to +165° F. 50 City of Federal Way Amendments to the Standard Specificatlons S 320th St at 20th Ave S tntersection Imprmnts 58 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 d. LED pedestrian heads sha{I 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. Dispfay 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 40n 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: ltem 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 shatl be provided with a fietd-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 Terminat, Amplifier and Transformer cabinet shall drain to a sump and through a 3/8 inch diameter drain pipe to grade as detailect in the Standard Plans. Item number 10 is revised to read: 10. Transformer cabinets shafl have two separate compartments, one for the transformer and one for the power distribution circuit breakers. Each compartment shall be enclosed wifh a dead front. Each breaker shall be labeled with the device name by means af a screwed or riveted engraved name plate. City of Federal Way Amendmer�ts to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 59 February 2013 1 2 3 4 5 6 7 8 9 Section 9-34, Pavement Marking Material April Z, 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 rafion. City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts 60 Amendments to the Standard S cifications ' pe February 2013 � , I , Special Provisions to the Standard Speciflcations 1 1 I� 0 � � 1 1 �1 r-, � i� �� I , I ' I ' 1 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 INTRODUCTfON TO THE SPECIAL PROVISIONS (Ju/y39, 2007APWA GSP) The work on this project shall be accomplished in accordance with the Sfandard Speci�cafions 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 Spec�cations, 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 alt 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 deletian, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project-specific Special Provisions are not labe{ed as such. The GSPs are labeled under the headers of each GSP, with the date of the GSP and its source, as follows: (May 18, 2007 APWA GSP) (August 7, 2006 WSDOT GSP) (November 7, 2006 WSDOT NWR) (Apri12, 20?2 "'�"*") Also incorporated into the Contract Dacuments by reference are: 29 • Manual on Uniform Tra�c Contro/ Devices for Streets and Highways, currently adopted 30 edition, with Washington State modifications, if any 31 • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current 32 edition 33 34 35 36 37 38 39 40 41 42 43 44 45 46 • City of Federal Way Standard Plans Contractor shall obtain copies of these publications, at Contraetor's own expense. Division 1 General Requirements DESCRIPTION OF WORK (March ?3, 1995 WSDOT GSP) This Contract provides for the improvement of South 320�' Street and 20th Avenue South and other work, a{I in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. City of Federal Way Special P�ovisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 1 February 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1-01 Definitions and Terms 1-01.3 Definitions (March 13, 2092 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 Dafe 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. 19 Substantial Completion Date 20 The day the Engineer determines the Contracting Agency has full and unrestricted use 21 and ben�t of the facilities, both from the operational and safety standpoint, any 22 remaining traffic disruptions will be rare and brief, and only minor incidental work, 23 replacement of temporary substitute facilities, plant establishment periods, or correction 24 or repair remains for the Physical Completion of the total Contract. 25 Physical Completion Date 26 The day all of the Work is physically completed on the project. All documentation 27 required by the Contract and required by law does not necessarily need to be fumished 28 by the Contractor by this date. 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Complefion 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 fumished 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 Specificatians, 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" sha(I be interpreted to mean the final payment form established by the Contracting Agency. City of Federal Way S 32Qth St at 20th Ave S Intersection Imprmnts �i �� 'I Special Provisions to the Standard Specifications ' February 2013 �I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 � 35 36 37 38 39 The venue of aif causes of actian arising from the advertisement, award, execution, and perFormance of the contract shali be in the Superior Court of the County where the Contracting Agency's headquarters are located. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified •separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5. Contract Documents See definition for "Contract". Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 40 1-02 Bid Procedures and Conditions 41 42 1-02.1 Prequalification of Bidders 43 44 Delete this Section and replace it with the follawing: 45 46 1-02.1 Quatifications of Bidder 47 (January 24, 2011 APWA GSP) 48 City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 3 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 Bef�e award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1-02.2 Plans and Specifications (June 27, 2019 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 spec�cations will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Rectuced plans (11" x 17") 6 Furnished automatically u n 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 Examination of Plans, Specifications and Site of Work Section 1-02.4 is supplemented with the following: (January 11, 2013 """`**) The soils information used for study and design of this project is included in Appendix E (Geotechnical Exploration Data). The soils information includes the following: Soil Boring Logs Laboratory Results 1-02.5 Proposal Forms (June 27, 20? 1 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 City of Federal Way Special Provisions to the Standard SpeciTications S 320th St at 20th Ave S Intersection Imprmnts 4 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 furnished at the unit bid prices. The bidder shait complete spaces on the proposat form that call for, but are not limited to, unit prices; extensions; summations; the totat 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 resenres the right to arrange the proposat forms with alternates and additives, if such be to the advantage of the Contracfing Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. 1-02.6 Preparation of Proposal (June 27, 2011 APWA GSP) Supplement the second paragraph with the following: 4. E 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. Detete the last paragraph, and replace it with the following: The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate ofFicer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture sha{I be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. Section 1-02.6 is supplemented with the following: (August 7, 2Q06 WSDOT GSP) Progress Schedute Minimum Bid A minimum bid of $50Q0.00 lump sum has been established for the item "Type B Progress Scnedule." The Contractor's bid shal! equal or exceed that amount. If the Contractor's bid is less than the minimum specified amount, the Cantracting Agency will unilaterally revise the bid amount to the minimum specified amount and recalculate the Contractor's total bid amount. The corrected total bid amount wi{I be used by the Contracting Agency for award purposes and to fixthe amount of the contract bond. City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts Special Provisions to the Standard Specifications February 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1-02.7 Bid Deposit (October 1, 2005 APWA GSP) Suppiement 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 attomey. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. 1-02.9 Delivery of Proposal (January 24, 2099 APWA GSP) 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 Advertisement for Bids clearly marked on the outside of the envelape, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. The Contracting Agency will not consider Proposals it receives after the time fixed for opening Bids in the call for Bids. 1-02.13 Irregular Proposals (March 13, 2012 APWA GSP) Revise item 1 to read: 1. A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequal�ed when so required; b. The authorized proposal forrn €umished by the Contracting Agency is not used or is altered; c. The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined ftom the Bid Proposal; f. The Proposal form is not properly executed; City of Federal Way S 320th St at 20th Ave S IMersection Imprmnts Special Provisions to the Standard Specifications February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 g. The Bidder faiis to submit or properly compiete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1-02.6; i. The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder's completed DBE Utilization Cert�cation that they are in agreement with the bidders DBE participation commitment, if applicable, as required in Section 1- 02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; j The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fals to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bid Proposal does not constitute a definite and unqual�ed offer to meet the material terms of the Bid invitation; or I_ More than one proposal is submitted for the same proiect from a Bidder under the same or different names. 18 1-02.14 Disquatifcation of Bidders 19 (March 25, 2009 APWA GSP, Option 8) 20 21 22 23 24 25 26 27 28 29 30 31 32 33 � 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Delete this Section and replace it with the following: A Bidder will be deemed not responsible if: 1. the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or 2. evidence of collusion exists with any other Bidder or potential Bidder. Participants in collusion will be restricted ftom submitting further bids; or 3. the Bidder, in the opinion of the Contracting Agency, is not qual�ed for the work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the Bidder; or 4. an unsatisfactory performance record exists based on past or current Contracting Agency work or for work done for others, as judged from the standpoint of conduct of the work; workmanship; or progress; affirmative action; equal employment opportunity practices; termination for cause; or Disadvantaged Business Enterprise, Minority Business Enterprise, or Women's Business Enterprise utilization; or 5. there is uncompleted work (Contracting Agency or otherwise), which in the opinion of the Contracting Agency might hinder or prevent the prompt completion of fhe work bid upon; or 6. the Bidder failed to settle bills for labor or materia{s on past or current contracts, unless there are extenuating circumstances acceptable to the Contracting Agency; or 7. the Bidder has failed to complete a written public contracf or has been convictecf of a crime arising from a previous public contract, unless there are extenuating circums#ances acceptable to the Contracting Agency; or 8. the Bidder is unabie, financially or otherwise, to perform the work, in the opinion of the Contracting Agency; or - 9. there are any other reasons deemed proper by the Contracting Agency. City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts Special Provisions to the Standard Specifications February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4�4 45 46 47 As evidence that the Bidder meets the bidder responsibility criteria above, the apparent two lowest Bidders must submit to the Contracting Agency within 24 hours of the bid submittal deadline, documentation (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with all applicable responsibility criteria, including all documentation specifically listed in the supplementat criteria. The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess bidder responsibility. The basis for evaluation of Bidder compliance with these supplemental criteria shall be any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) which any reasonable owner would rely on for determining such compliance, including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from owners for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter. If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the Contracting Agency's determinafiori by presenting its appeal to the Contracting Agency. The Contracting Agency will consider the appeal before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the final determination. 1-02.15 Pre Award Information (October 1, 2005 APWA GSP) Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materiais to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and fumish a copv of, a business license to do business in the citv or countv where the work is located. 7. A copv of State of Washinqton Contractor's Reqistration, or 8_Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts Special Provisions to the Standard Specifications February 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 1-03 Award and Execution of Contract 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder's unit or lump sum price is less than the minimum sqec�ed amount, the Contracting Aqencv will unilaterally revise the unit or lumq sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, includinq sales taxes where aqplicable 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 amaunt and the amount of the contract bond. 1-03.3 Execution of Contract (October ?, 2005 ***""**) Revise this section to read: Copies of the Contract Provisions, includinq the unsiqned Form of Contract, will be available for sipnature bv the successful bidder on the first business dav followina award. The number of copies to be executed bv the Contractor will be determined bv the Contractinq Aqencv. 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 proposa! 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. 1-03.4 Contract Bond (October 9, 2005 APWA GSP) Revise the first paragraph to read: The successful bidder shall provide an executed contract bond for the fuli contract amount. This contract bond shal{: 1. Be on a Contracting Agency-furnished form; 48 2. Be signed by an approved surety (or sureties) that: 49 a. Is registered with the Washington State Insurance Commissioner, and City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 9 February 20'13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 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. Guartantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, materialperson, or any other person who provides supplies or provisions for carrying out the work; 5. Be accompanied bv a power of attornev for the Suretv's officer emt�owered to siqn the bond; and 6. Be siqned bv an officer of the Contractor empowered to siqn o�cial statements (sole proprietor or partner). ff 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 sictninct the bond to bind the corporation (i.e., corporate resolution. power of attomeY or a letter to such effect bv the president or vice-president). 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (A9arch ?3, 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 Spec�cations, 6. Standard Specifications, 7. Contractina Aqencv's Standard Plans or Details (if anv), and 8. WSDOT Standard Plans for Road. Bridqe, and Municiqal Construction. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 10 February 2013 2 1-04.4 Changes 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1-04.4(1 j Minor Changes (January 19, 2013 "**"**) Payments or credits will be determined in accordance with Section 1-09.4. For the purpose of providing a common Proposal for all Bidders, the .Contracting Agency has entered an amount for "Minor Change" in the Proposal to become a part of the fotal Bid by the Contractor. 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: (April 4, 2011 WSDOT GSP) Contractor Surveying - Sfructure Copies of the Contracting Agency provided primary survey control data are availab(e for the bidder's inspection at the office of the Project Engineer. The Contractor shall be responsible fo� setting, maintaining, and resetting alt alignment stakes, slope stakes, and grades necessary for the construction of bridges, noise walls, and retaining walls. Except for the sunrey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction act'rvity may disturb or damage the monuments. All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at the Contractors expense. Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift. The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work by the Contractor shall include but not be limited to the following: 1: Verify the primary horizontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding stakes and hubs as well as additional survey control needed for the project. Provide descriptions of secondary control to the Contracting Agency. The description shall include coordinates and elevations of all secondary control points. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 11 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 2. Establish, by piacing hubs and/or marked stakes, the location with offsets of foundation shafts and piles. 3. Establish offsets to footing centerline of bearing for structure excavation. 4. Establish offsets to footing cente�line of bearing for footing forms. 5. Establish wing wall, retaining wall, and noise wall horizontal a{ignment. 6. Establish retaining wall top of wall profile grade. 7. Establish elevation benchmarks for all substructure formwork. 8. Check elevations at top of footing concrete line inside footing forrnwork immediately prior to concrete placement. 9. Check column location and pier centerline of bearing at top of footing immediately prior to concrete placement. 10. Establish location and plumbness of column forms, and monitor column plumbness during concrete placement. 11. Establish pier cap and crossbeam top and bottom elevations and centerline of bearing. 12. Check pier cap and crossbeam top and bottom elevations and centerline of bearing prior to and during concrete placement. 13. Establish grout pad locatians and elevations. 14. Establish structure bearing locations and elevations, including locations of anchor bolt assemblies. 15. Establish box girder bottom slab grades and locations. 16. Establish girder and/or web wall profiles and locations. 17. Establish diaphragm locations and centerline of bearing. 18. Establish roadway slab atignment, grades and provide dimensions from top of girder to top of roadway slab. Set elevations for deck paving machine rails. 19. Establish traffic barrier and curb profile. 20. Profile all girders prior to the placement of any deadload or construction live load that may affect the girder's profile. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 12 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 To facilitate the establishment of these lines and elevations, the Contracting Agency will provide the Contractor with the following primary survey and control information: 1. Descriptions of two primary control points used for the horizontal and vertical control. Primary control points will be described by reference to the project alignment and the coordinate system and elevation datum utilized by the projed. (n addition, the Contracting Agency wilf supply horizontal coordinates for the beginning and ending points and for each Point of Intersection (PI) on each alignment included in the project. 2. Horizontal coordinates for the centerline of each bridge pier. 3. Computed elevations at top of bridge roadway decks at one-tenth points along centerline of each girder web. All form grades and other working grades shall be calculated by the Contractor. The Contractor shall give the Contracting Agency three weeks notification to allow adequate time to provide the data outlined in Items 2 and 3 above. The Contractor shall ensure a surveying accuracy within the following to(erances: 1. Stationing on structures 2. Alignment on structures 3. Superstructure elevations 4. Substructure Vertical Horizontal ±0.02 feet ±0.02 feet ±0.01 feet variation from plan elevation ±0.02 feet variation from Plan grades. The Contracting Agency may spot-check the Contractor's surveying. These spot-checks will not change the requirements for normal checking by the Contractor. When staking the following items, the Contractor shall perform independent checks from different secondary control to ensure that the points staked for these items are within the specified survey accuracy tolerances: Piles Shafts Footings Columns The Contractor shall calculate coordinates for the points associated with piles, shafts, footings and columns. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the survey work. The Contracting Agency will require up to seven calendar days from the date the data is received io issuing approval. City of Federat Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 13 February 2013 1 2 3 4 5 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 44 45 46 47 48 49 Contract work to be performed using contractor-provided stakes shail not begin until the stakes are approved by the Contracting Agency. Such app�oval shall not relieve the Contractor of responsibilityfor the accuracy of the stakes. Payment Payment will be made in accordance with Section 1-04.1 for the following bid item when included in the proposaL• "Structure Surveying", lump sum. The lump sum contract price for "Structure Surveying" shall be full pay for all labor, equipment, materials, and supervision utilized to perform the Work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts. (April 4, 2011 WSDOT GSP) Contractor Surveying - Roadway Copies of the Contracting Agency provided primary survey control data are available for the bidder's inspection at the office of the Project Engineer. The Contractor shall be responsible for setting, maintaining, and resetting a!I 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 baRiers, and signing. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. The Contractor shall inform the Engineer when monuments are discovered that were not ident�ed in the Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at the Contractors expense. Detailed survey records shalt be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift. The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work shall include but not be limited to the following: 1. Verify the primary horizontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding stakes and hubs as well as additional survey cont�ol 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. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 14 February 2013 ' LJ , ' , , '�_ 1 i ' , ' I � ' i� , � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline ar on offsets to centerline at all curve points (PCs, PTs, and Pls} and at points on the alignments spaced no further than 50 feet. 3. Establish clearing limits, placing stakes at all angle points and at intermediate points not more than 50 feet apart. The clearing and grubbing limits shall be 5 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise shown in the Plans. 4. Establish grading limits, placing slope stakes at centerline increments not more than 50 feet apart. Establish ofFset reference to all slope stakes. If Global Positioning Satellite (GPS) Machine Controls are used to provide grade control, then slope stakes may be omitted at the discretion of the Contractor 5. Establish the horizontal and vertical location of all drainage features, pfacing offset stakes to alI drainage structures and to pipes at a horizontal interval not greater than 25 feet_ 6. Establish roadbed and surFacing elevations by placing stakes at the top of subgrade and at the top of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, and at 10-foot intervals in intersection radii with a radius less than 10 feet. Transversely, stakes shalf be placed at a(t locations where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet. If GPS Machine Controls are used to provide grade control, then roadbed and surfacing stakes may be omitted at the discretion of the Contractor. 7. Estabiish intermediate elevation benchmarks as needed to check work throughout the project. 8. Provide references for paving pins at 25-foot intervats or provide simultaneous surveying to establish location and elevation of paving pins as they are being placed. 9. For all other types of construction included in this provision, (including but not limited to channelization and pavement marking, illumination and signals, guardrails and barriers, and signing) provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity. 10. The Contracfor 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 pavemertt is smooth and that the pavement and ditches drain properly. ff 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 P�gency copies of any calculations and staking data when requested by the Engineer. City of Federat Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 15 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 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 horizorrtal 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: Slape stakes Subgrade grade stakes set 0.04 feet below grade Stationing on roadway Alignment on roadway Surfacing grade stakes Raadway paving pins for surfacing or paving Vertical Horizontal ±0.10 feet ±0_10 feet ±0.01 feet ±0.5 feet (parallel ta alignment) ±0.1 feet (normal to alignment) N/A N/A ±0.01 feet ±0.1 feet ±0.04 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignrnent) ±0.01 feet ±0.2 feet (parallel to alignment) ±0.1 feet (normal to alignment) The Contracting �gency may spot-check the Contractor's surveying. These spot-checks will not change the requirements for normal checking by the Contractor. When staking roadway alignment and stationing, the Contractor shall perForm independent checks from different secondary control to ensure that the points staked are within the specified survey accuracy tolerances. The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting Agency will require up to seven calendar days from the date the data is received. Contract work to be performed using contractor-provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersedion Imprtnnts 16 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed that are not described in the Plans, then those stakes shafi be marked, at no additional cost to the Contracting Agency as ordered by the Engineer. Payment Payment will be made in accordance with Section 1-04.1 for the follawing bid item when included in the proposal: "Roadway Surveying", lump sum. The lump sum contract price for "Roadway Surveying" shalf 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. (Apri! 4, 2091 WSDOT GSP) Licensed Surveyors 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. The Contractor shall inform the Engineer when monuments are discovered that were not identi�ied in the Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at Contractors expense. When required, the Contractor shall prepare and file a Record of Survey map in accardance with RCW 58.09 and provide a recorded copy to the Contracting Agency. The Contracting f�gency 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 praspective bidders at the office of the Project Engineer. The Contractor shall perform all of the necessary calculations far the contracted survey work and shall provide copies of these calculations to the Contracting Agency. Electronic files of all sunrey data shall be provided and in a format acceptable to the Contracting Ageney. All survey work performed by the Contractor shall conform to all applicab{e sections of the Revised Code of Washington and the Washington Administrative Code. City of Federal Way Special Provisiorts to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 17 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The Contractor shall provide all traffic control, signing, and temporary traffic control devices in order to provide a safe work zone. Payment Payment will be made in accordance with Section 1-09.6 for the following bid item when included in the proposal: "Licensed Surveying", Force Account. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for the item "Licensed Surveying" in the bid proposal to become a part of the total bid by the Contractor. Add the following new section: (January 91, 2013 *""'**) 1-05.4(3) Surveying for Pavement Planing The Contractor shall field verify existing pavement elevations at 25 ft intervals to determine required depths of pavement planing. The Contractor shall perform a cross section survey at 25 ft intervals and verify actual locations of the existing pavement at centerline, at grade breaks and at the lip of new gutter. The field notes from this survey shall be reduced and compared with finish grade elevations to determine pavement overlay thickness. Overlay thickness less than 2 inches require planing and the Contractor shall determine these limits and field stake them as necessary to perform the planing. The Contractor shail submit planing limit cut-sheets or spreadsheets showing same to the Engineer for approval prior to construction staking. The Engineer will review the cut-sheet data for excessive depths or irregularities in the finished pavement and direct the Contractor to modify as necessary. Surveying for pavement planning is considered incidental and included in the unit contract price for Construction Surveying, Add the following new section: (January 91, 2013 **"***) 1-05.4(4) Audio/video Taping Furnish a continuous color audio-video tape recording of the sensitive areas within fifty (50) feet of construction. Complete coverage shall include all surface features within 50' of the work area to be utilized by the Contractor, and shall be supported by appropriate audio description made simultaneously with video coverage. Such coverage shall include, but not be limited to, all existing driveways, sidewalks, curbs, ditches, roadways, tandscaping, trees, culverts, headwalls, and retaining walls, equipment, structures, pavements, manholes, vaults, handrails, etc. located within the aforementioned work zone. Video coverage shall extend to the maximum height of all structures within this zone. All taping shall be done during times of good visibility. No taping shall be done during periods of visible precipitation, or when more than ten percent of the ground area is covered with standing water, unless otherwise authorized by Owner. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts ! 8 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 AUDIO AND VIDEO A. Audio video cassettes shalf be professional grade video tapes, one-half inch, standard VHS format. B. Each tape shall begin with the Owner's name, Contract name and number, Contractor's name, date and location information such as street name, direction of travel, viewing side, etc. C. Information appearing on the tape must be continuous and run simultaneously by computer generated transparent digital information. No editing or overlaying of information at a later date will be acceptable. D. Digital information to appear in the upper left corner shall be as follows: 1. Name of Contractor 2. DayT date and time 3. Name of Project & Specification Number E. Time must be accurate and continuously generated. F. Written documentation must coincide with the information on the tape so as to make easy retrieval of locations sought for at a later date. G. The video system shall have the capability to transfer individual frames of video electronically into hard copy prints or photographic negatives. H. Audio shall be recorded at the same time as the video recording and shall have the same information as on the viewing screen. Special commentary shall be given for unusual conditions of buildings, sidewalks and curbing, foundations, trees and shrubbery, structures, equipment, pavement, etc. I. All tapes and boxes shall bear labels with the following information: 1. Tape Number 2. Owner's Name 3. Date of Taping 4. Project Name and Number 5. Lacatiori and Standing Limit of Tape J. Prior to commencement of audio videotaping, the contractor shall notify the Engineer in writing when and where the audio videotaping will begin. The Engineer may provide a designated representative to accompany and oversee coverage of all taping operations. Audio videotaping completed without an Engineering representative present will be unacceptable unless specifically authorized by the Engineer. Add the following new section: (January 11, 20f3 *""*"') 1-05.4(5j As-Built Survey and Record Drawings After construction has been completed the Contractor shall perform an as-built survey and - provide the ir�formation in an AutoCAD 2000 file to the Engineer. This as-built survey shall consist of the following: City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Irrtersection Imprmnts 19 February 2013 1 3 4 5 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 • Survey of rim elevation, and invert elevations of ali storm drainage structures installed, modified or left in place within the limits of this contract. This shall include all drainage structures between the back of sidewalk to back of sidewalk only. • 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 finro shots on opposite corners of the cover. • Final curb elevations, with a minimum of 5 shots at each curb return. Also, final shots along all curb and gutter, block curb, integral curb and extruded curb installed in this contract (at flowline of the curbs). • Final elevations at the front and back of walk throughout the project limits. • Final wall elevations at the face and top of all walls installed in this contract. • Shots of all signs, trees, illumination and signal equipment installed as part of this contract. • Shots to delineate all channelization installed in this contract. Throughout construction, the Contractor shall keep a set of redline drawings that record as- built information at the project site. This set of drawings shall be provided to the Engineer at the end of the project. This record drawing information shall, at a minimum, consist of the following: All changes to the Contract Plans. Pothole information gathered by the Contractor. Actual location of utility trenches, including depth to top of conduits at a minimum of 100' spacing. Existing utility information not included in the Contract Plans, or that differs from the Contract Plans. Payment will be made in acco�dance with Section 1-04.1 for the following bid items when included in the proposal: "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. 1-05.6 Inspection of Work and Materials (January � 1, 2013 """"*") Supplement this section with the following: At least a three (3) working day written notification shall be �equired on all requests for engineering services other than inspection. All requests shall be coordinated with the Engineer. The Contractor will be responsible for overtime pay to the City's Engineer for approved work perFormed on weekends or holidays. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 20 February 2013 ' L� , ' � , ' , � , � � � � � , l� � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 All costs resulting from delays in which requests were not coordinated with the Engineer shall be the sole responsibility of the Contractor. 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 spec�ed in a written notice f�om 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 ident�ed in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the pubtic. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in fhe 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 shalt not diminish the Contracting Agenc�is right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1-05.11 Final fnspection 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 #he 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 City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20t1t Ave S Intersection Imprmnts 2f Febniary 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 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 atso establish the Substantial Completion Date unilaterally. if, after this inspection, the Enginesr concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1-05.11(2} Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shalf request the Engineer to schedule a finat 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 coRected. ff action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer rr�ay, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of atl deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 22 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 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 tisted 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 forih otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. 1-05.13 Superintendents, Labor and Equipment of Contractor (March 25, 2009 APWA GSP) Revise the seventh paragraph to read: Whenever the Contracting �qency evaluates the Contractor's quatifications pursuant to Section 1-02.14, it will take these performance reports into account. 1-05.14 Cooperation with Other Contractors (January 11, 20?3 ****""') Supp{ement this section with the following: 1-05.14(A) Notifications Relative to Contractor's Activities Notification shall be written, with a copy delivered to the Engineer within a minimum of three (3) working days prior to the commencement of work, including any work impacting utilities, and must be in such detail as to give the time of the commencement and completion of work, names of streets to be closed, schedule of operations, routes of detours where possible. The Contractor shall also notify the agencies listed below of the name(s) of the construction superintendent in responsible charge or other individuals having futl authority to execute the orders or direction of the Engineer, in the event of an emergency. Failure to comply with this requirement will result in a stop work order. City of Federal Way Police Department 33325 -8�' Ave S Federal Way, WA 98063-9718 Telephone: 253-835-fi701 To schedule off duty officers Telephone: 253-835-6767 King County Metro 1270 Sixth Avenue South, South King Fire & Rescue 31617 1 st Ave. South Federal Way, WA 98003 Telephone: 253-839-6234 Federal Way School District Bldg. 2, Transportation Department City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 23 February 2013 MS:QS Seattle, WA 98134 Telephone: 206-684-2785 COMCAST 4020 Auburn Way N Aubum, WA 98002 Attn: Mike Violette Telephone: 253-261-1409 CenturyLink 2310 S. 84th, Suite 18 Lakewood, WA 98499 Engineer. Tonna Baniso Telephone: 253-372-5360 Inspector: Leanna Palmer 253-872-6794 Lakehaven Utility District 31627 First Avenue South P. O. Box 4249 Federal Way, WA 98003 Attn: Wes Hilt Telephone: 253-946-5440 1211 S. 332"tl St. Federal Way, WA 98003 Telephone: 253-945-5960 Puget Sound Energy (Gas) 3130 S. 38th St. Tacoma, WA 98409 Attn: Anita Yurovchak Telephone: 253-476-6304 Puget Sound Energy (Power) 14103 8th Street East Sumner, WA 98390 Attn: Dennis Booth Telephone: 253-606-4787 King County Traffic Operations 155 Monroe Avenue NE Renton, WA 98056 Attn: Mark Parrett Tel: 206-296-8152 1 1-05.14(B) Coordination of Work with City 2 At least a three (3) working day written notification shall be required on all requests for 3 engineering services other than inspection. All requests shall be coordinated with the Engineer. 4 5 The Contractor will not be responsible for overtime pay to the City's Engineer for work 6 performed at night. 7 8 All costs resulting from delays in which requests were not coordinated with the Engineer shall 9 be the sole responsibility of the Contractor. 10 - 11 1-05.15 Method of Serving Notices 12 .(March 25, 2009 APWA GSP) 13 14 15 16 17 18 19 20 21 22 23 24 25 Revise the second paragraph to read: All conespondence 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 othe� corresqondence canstitutin4 notification reauired to be furnished under the Contract, must be in paper format, hand delivered or sent via mail deliverv service to the Proiect Enqineer's office. Electronic copies such as e-mails or electronicallv delivered copies of correspondence will not constitute such notice and will not complv with the reauirements of the Contract. Add the following new section: City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20U� /ive S Intersection Imprmnts 24 February 2013 � � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2Q 21 22 23 24 25 26 27 28 29 3d 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1-05.16 Water and Power (October 9, 2005 APWA GSP) The Contractar shall make necessary arrangements, and shali bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. Add the following new section: 1-05.17 Oral Agreements (October 1, 2005 AWPA GSP) No orat 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, un{ess subsequently put in writing and signed by the Contracting Agency. Add the following new section: 1-05.18 Contractor's Daily Diary (January 11, 2013 ****"*) The Contractor and subcontractors, as additional consideration for payment for this contract work, hereby agree to maintain and provide to the Owner and the Engineer a Daily Diary Record of this Work_ This diary will be created by pen and ink entries in a hardbound diary book of the type that is commonly available by the commercial outlets. The diary must be kept and maintained by the Contractor's designated project superintendent. Entries must be made on a daily basis and must accurately represent all of the project activities on each day. At a minimum, the diary shall show on a daily basis: • The day and date. • The weather conditions, including changes throughout the day. • A complete description of work accomplished during the day with adequate references to the Plans and Spec�cations 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 pa�ty in any manner. • Listing of any materials received and stored on ar off-site by the Contractor for future installation, to include the manner of storage and protection of the same. • Listing of materials installed during each day. • List of all subcontractors working on-site during each day. • Listing of the number of Contractor's employees working during each day by category of employment. • Listing of Contractor's equipment working on the site during each day. Idle equipment on the site shall be listed and designated as idle. • Notations to explain inspections, testing, stake-out, and all other services furnished to the Contractor by the Owner or other during each day. City of Fecleral Way Special Provisions to the Standard Specifica6ons S 320th St at 20th Ave S Irrtersection Imprmnts 25 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 47 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 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 totat number of delay days to date. All pages of the diary must be numbered consecutivety with no omissions in page numbers. The Contractor shall utilize additionaf 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 fumished 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 SHQLL BE THE "CONTRACTOR'S BOOK OF ORIGtNAL 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 CLAtMS OR DISPUTES BY THE CONTRACTOR. THE DAf�Y 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. 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: !n cases of cor�flict 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 affice, 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, efficien�y, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and City of Federal Way Special Provisions to the Standard Specifications S 3�th St at 20th Ave S Intersection Imprmnts 26 February 2013 if ' I ' I ' I ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 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: (Apn/ 3, 2006 WSDOT GSP) Confined Space Confined spaces are known to exist at the following locations: Catch Basins; Manholes; Stormwater Treatment Systems; Utility vaults See project plans for locations The Contractor shall be fully responsible for the safety and health of all on-site workers and compliant with Washington Administrative Code (WAC 296-809). The Contractor shall prepare and implement a confined space program for each of the confined spaces identified above. The Contractors Confined Space program shall be sent to the contracting agency at least 30 days prior to the Contractor beginning work in or adjacent to the cor�fined space. No work shall be perFormed in or adjacent to the confined space until the plan is submitted to the Engineer as required. The Contractor shall communicate with the Project Engineer to ensure a coordinated effort for providing and maintaining a safe worksite for both the Contracting Agency's and Contractor's workers when working in or near a confined space. All costs to prepare and implement the confined space program shall be included in the bid prices for the various items associated with the confined space work. 1-07.2 State Taxes Delete this section, including its sub-sections, in its entirety and replace it with the following: 1-07.2 State Sales Tax (June 27, 20? 1 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 City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 27 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Department of Revenue a cert�cate 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 DepartmeM 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 vehicu{ar 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 iterti prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; waier 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 automaticalty 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 Cantractor 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(3j Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 28 February 2013 �i ❑ i� 2 1-07.4 Sanitation 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 5Q 1-07.4(2) Health Hazards (Augusf 1, 2011 WSDOT GSP) This project site is known to be occupied by transients and therefore contains biological hazards and associated physical hazards. These may include, but not be limited to violent and dangerous individuals, hypodermic need{es, garbage, broken glass, human and animal excrement, drug paraphernalia, and other hazards. The Contractor shall take precautions and perform any necessary Work required to provide and maintain a safe and healfhful jobsite for all workers and the public for the duration of the project in accordance with all applicable laws and contract requirements. The Contractor shall ensure that the public, including persons who may be non-English speaking or those who may not be able to recognize potential safety and health hazards within the project area, are not harmed by the Contractors activities. Nothing required by this Specification shall operate as a waiver of the Contractor's responsibility for taking all steps necessary to ensure the safety of the public under Section 1-07.23 or responsibility for Iiability and damages under Section 1-07.14 or for any other responsibility under the Contract or as may be required by law. Health and Safety Plan The Contractor shall prepare a written Health and Safety Plan. The plan shall be prepared under the supervision of a certified industrial hygienist and shall incorporate all required County, State, and Federal health and safety provisions. The plan shall include requirements of the Federal Occupational Safety and Health Act of 1970 (OSHA), atl amendmerrts, and all other applicable health regulations. Preparation of the Health and Safety Plan shall include an initia! site assessment by the industrial hygienist. The plan shall break initial cleanup of the project into identifiable construction areas. The plan shall be submitted to the Project Engineer prior to commencing cleanup Work. At least one copy of the plan shal{ be posted at the work site while cleanup Work is in progress. The industrial hygienist shall perform one or more follow-up site assessments as needed to approve the site following completion of the initial site cleanup. Public Notification The Contractor shall furnish and install the "No Trespassingn signs showrt in the Plans at locations staked by the Project Engineer at {east 72 hours prior to performing site cleanup or any potentially hazardous Work (such as clearing or operating equipment). At the same time that °No Trespassing" signs are posted, pravide written notification of the following to the Project Engineer and to the chief law enforcement officer of the local governmental entity where the Work will occur: 1. The precise location of each area that is posted "No Trespassing"; City of Federal Way Special Provisions to the Standard Specifications S 32Qth St at ZOth Ave S Intersection Imprmnts 29 February 2013 1 2 3 4 5 6 7 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 � � The date and time that each site was posted °No Trespassing°; The date, time, description and duration of the Work to be performed at each site. At least 72 hours prior to performing site cleanup in Work areas containing encampments (such as tents, makeshift dwellings, sleeping sites, or accumulations of personal property that are not refuse), the Contractor shall post a notification at each encampment area. Each notice shall: Be weather resistant, and written in both English and Spanish. 2. Be affixed to each dwelling or post mounted within 10-feet of each encampment; 3. State the Prime Contractor's company name as the entity that performed the cleanup as required by the Washington State Department of Transportation; 4 5. Provide the date that the notice is posted; Provide date(s) and time(s) that cleanup will occur; 6. Provide the telephone number, business hours and physical address of the location where stored personal property may be claimed. 7. State that personal property will be stored for 70-days from the date of removal, and if unclaimed within that time, will be disposed of. At the same time that notifications are posted at encampment areas, provide written notification of the schedule to perform site cleanup to the Project Engineer anc! to the following advocacy groups: Catholic Community Services — Reach Out Men's Shelter http:l/www.ccsww.orq/site/PaQeServer'?paqename=homeless reachout Fusion Federal Way http:!/www.fusionfede ralway. org/contact-fusion Acceptance of signs and notifications will be based on visual inspection that the sign and not�cations meet these requirements. Site Cleanup of Bio{ogical and Physical Hazards An initial cleanup of the site, including all preparatory work required to make the worksite sanitary and safe in accordance with applicable laws and with the Contract, shall be completed to remove all individuals, encampments, and personal property from areas signed "No Trespassing", and to address all biological and associated physical hazards present on the project. Necessary worker training, on and off site preparations, and personal protective equipment shall be provided by the Contractor to complete this Work. If aggressive or violent individuals are encountered, the Contractor shall notify the local law enforcement agency to assist them in clearing the Work area. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 30 February 2013 �i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 � 45 46 47 48 49 50 51 Site cleanup of individual areas ident�ed in the Health and Safety Plan shall be performed no more than 30 days in advance of performing other Work in each area. The refuse generated by the site cleanup shall become the property of the Contractor and shall be removed from the project. Personal property shall be handled as required by this Specification and applicable laws. Removal, Storage and Return of Personal Praperty Personal property may include radios, audio and video equipment, sleeping bags, tents, stoves and cooking utensils, lanterns, flashlights, bed rolls, tarps, foam, canvas, mats, blankets, pillows, medication, personal papers, photographs, books and other reading materials, luggage, backpacks or other storage containers, clothing, towels, shoes, toiletries and cosmetics, clocks and watches, and eye glasses. Personal property does nof include building materials such as wood products, metaf, or rigid plastic. Personal property items that are not refuse, contaminated, illegal or hazarctous shall be removed from the Work area and stored at a location near the project site for retum to the property owner. Items shall be placed in large transparent plastic bags and stored in a manner that protects them from adverse weather and theft. Reasonable efforts shall be made to place all items from each encampment into a separate bag. Each bag shall be labeled with an inventory to include a brief description of the contents, a description of the location that it was removed from, and the date that it was removed from the Work area. The Contractor shall not open closed ifems of personal property unless, in its determination, it is necessary to do so to protect public safety. The Contractor shall retain the property for 70-days_ tf the name and contact information of the owner of a personal property item is identified on that item, then for a period of not less than 10-days after removing the property from the Work area, the Contractor shall attempt to notify the apparent owner of the property and make arrangements for the owner to claim the property. The Contractor shalt release the property to any individual who claims ownership provided they are able to establish ownership by identifying the property and its approximate location. The Contractor shall maintain a record of all property that is claimed. The record shall include a description of the property, the date claimed, and the name of the claimant. If personal property is not claimed within 70-days of removal from the encampment, then the property shall become the property of the Contractor and shall be removed f�om the project. Site Preservation The Contractor shall preserve the site after initial cleanup of biological and physical hazards. On a daily basis and prior to performing any Work in areas where pedestrians or encampments may be present, the Contractor shall verify that the Work area is cleared of all persons not associated with the project. Individuals may seek shelter in dumpsters, equipment, under blankets, or other places hidden from view Individuals City of Federal Way Special Provisions to the Standard SpeciTications S 320th St at 20th Ave S Intersection Imprmnts 31 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1-07.5 may be disabled, or under the influence of alcohol or drugs and it should not be assumed that loud construction noise will wake them. if the worksite becomes unsanitary or unsafe due to new encampments or new biological and associated physical hazards after initial cleanup is completed, then the Contractor shall perform additional site assessment, additional notification and additional cleanup. The Project Engineer may authorize additional site preservation measures. The nature and frequency of these measures will be as agreed to by the Project Engineer. Additional site preservation measures may include the use of fencing, lighting, or security, provided it is approved in advance by the Project Engineer. Work performed without Project Engineer authorization will not be eligible for payment. Measurement No trespassing signs will be measured per each. No specific unit of ineasurement shall apply to the Lump sum item for "Health and Safety Plan°. No specific unit of ineasurement will apply to the force account item of "FA-Site Cleanup of Bio. And Physical Hazards". Payment Payment will be made in accordance with Section 1-04.1, for the following bid items: "Health and Safety Plan", {ump sum. The lump sum unit contract price for "Health and Safety Plan" shall be full payment for all Work associated with the preparation and implementation of the Health and Safety Plan including the initial and follow up assessment(s) fo� initial site cleanup, worker training and personal protective equipment, and providing required notifications. "FA-Site Cleanup of Bio. And Physical Hazards°, by force account as provided in Section 1-09.6. Removal and disposal of biological and physical hazards; removal of individuals and encampments; removal, storage, and return of personal property; disposal of unclaimed personal property; additional site assessment, not�cations, worker training and personal protective equipment required after the initial site cleanup is completed; and site preservation Work authorized by the Project Engineer will be paid for by force account in accordance with Section 1-09.6. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for the item "FA-Site Cleanup of Bio. And Physical Hazards" in the bid proposal to become a part of the total bid by the Contractor. Environmental Regulations Section 1-07.5 is supplemented with the following: City ot Federal Way Special Provisions to the Stancfard Specificatiorts S 320th St at 20th Ave S Intersection Imprmnts 32 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 (September 20, 2090 WSDOT GSP) Environmental Commitments The following Provisions summarize the requirements, in addition to those required elsewhere in the Contract, imposed upon the Contracting Agency by the various documents referenced in the Special Provision PERMITS AND LICENSES. Throughout the work, the Contractor shall comply with fhe follo.wing requirements: (August 3, 2009 WSDOT GSP) The intentional bypass of stormwater from all or any partion of a stormwater treatment system is prohibited without the approval of the Engineer. (August 3, 2009 WSDOT GSP) No Contractar staging areas will be allowed within 20Q feet of any waters of the State including wetlands. (August 3, 2009 WSDOT GSP) Payment All costs to comply with this speciaf provision for the environmental commitments and requirements are incidental to the contract and are the responsibility of the Contractor. The Contractor shall include alt related costs in the associated bid prices of the contract. (January 11, 2013 "*"***) 1-07.7 Load Limits Section 1-07_7 is supplemented with the following: (March 13, 1995 WSDOT GSP) Except for the load limit restrictions specified in Section 1-07.7(2), and as outlinecf below, the Contractor may operate vehicles which exceed the legal gross weight limitations without special permits or payment of additional fees provided such vehicles are employed in the construction and within the limits of this project. Subparagraph 1 of the second paragraph of Section 1-07.7(1) is deleted. The Contractor shall not operate vehicles which exceed the maximum gross weight provided by law within the following areas of this project: All project roads are subject to weight limit restrictions. (March 93, 1995 WSDOT GSP} 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. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Ir�tersection Imprmnts 33 February 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31• 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 1-07.9 Wages 1-07.9(5) Required Documents (January 24, 2091 APWA GSP) Supplement this section with the following: The Contractor or subcontractor directly contracting for "Off-Site, Prefabricated, Non- Standard, Project Specific Items" as defined below shall identify and report information required on the addendum to the "Affidavit of Wages Paid° form filed with the Department of Labor and Industries [form F700-164-000]. The Contractor shall include language in its subcontracts requiring subcontractors and lower-tier subcontractors to comply with the reporting requirements for °Off-Site, Prefabricated, Non-Standard, Project Specific Item° on the Affidavit of Wages Paid form addendum. The reporting requirement for ftems shall apply for all public works contracts estimated to cost over $1 million entered into by the Contracting Agency and Contractor between September 1, 2010 through December 31, 2013. "Off-site, prefabricated, nonstandard, project specific items" means products or items that are: 1. Made primarily of architectural or structural precast concrete, fabricated steel, pipe and pipe systems, or sheet metal and sheet metal duct work; and 2. Produced specifically for this Project and not considered to be regularly available shelf items; and 3. Produced or manufactured by labor expended to assemble or modify standard items; and 4. Produced at an off-site location outside the State of Washington. The Contractor or subcontractor shall comply wiih the reporting requirements and instru�tions on the A�davit of Wages Paid form, and shall report the following information on the Affidavit of Wages Paid form submitted to the Department of Labor and Industries in order to comply with the reporting requirements for use of "Off-Site, Prefabricated, Non- Standard, Project Specific° items: 1. The estimated cost of the project; 2. The name of the Contracting Agency and the project title; 3. The contract value of the off-site, prefabricated, nonstandard, project specific items produced outside of Washington State, including labor and materials; and 4. The name, address, and federal employer identification number of the contractor that produced the off-site, prefabricated, nonstandard, project specific items. The Contracting Agency may direct the Contractor, at no additional cost to the Contracting Agency, to remove and substitute any subcontractor(s} found to be out of compliance with the "Off-Site Prefabricated Non-Standard Project Specific Items" reporting requirements more than one time as determined by the Department of Labor and lndust�ies. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersectia� Imprmnts 34 February 2013 u , I i� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 � 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1-07.13 Contractor's Responsibility for Work 1-07.13(4) Repair of Damage Section 1-07.13(4) is revised to read: (August 6, 2001 WSDOT GSP) The Contractor shall promptiy 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_ 1-07.15 Temporary Water Pollution / Erosion Control 1-07.15(1) Spill Prevention, Controi and Countermeasures Plan (January ? 1, 2013 *""'"*'") Payment will be made under the following bid item(s) when it appears in the Proposal: "SPCC Plan", per lump sum. 1-07.16 Protection and Restoration of Property 1-07.16(2) Vegetation Protection and Restoration Section 1-07.16(2) is supplemented with the following: (August 2, 2Q10 WSDOT GSP) Vegetation and soil protection zones for trees shall extend out from the trunk to a distance of 1 foot radius for each inch of trunk diameter at breast height. Vegetation and soif protection zones for shrubs shall extend out from the stems at ground level to twice the radius of the shrub. Vegetation and soif protection zones for herbaceous vegetation shall extend to encompass the diameter of the plant as measured from the outer edge of the plant. 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented with the following: (April 2, 2007 WSDOT GSP) Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The following addresses and telephone numbers of utility companies known or suspected of having facifities within the project limits are supplied for the Contractor's convenience: City of Federal Way Special Provisions to the Starxlard Specifications S 320th St at 20th Ave S IMersection Imprmnts 35 February 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 T COMCAST 4020 Auburn Way N Aubum, WA 98002 Attn: Mike Violette Telephone: 253-261-1409 CenturyLink 2310 S. 84th, Suite 18 Lakewood, WA 98499 Engineer: Tonna Baruso Telephone: 253-372-5360 Inspector: Leanna Paimer 253-872-6794 Lakehaven Uti{ity District 31627 First Avenue South P. O. Box 4249 Federat Way, WA 98003 Attn: Wes Hill Telephone: 253-946-5440 King County Metro Metro Transit Division 201 S. Jackson St. Seattle, WA 98104-3856 Attn: David Korthals South District Planner Transit Route Facilities Telephone 206-263-0475 Puget Sound Energy (Gas) 3130 S. 38th St. Tacoma, WA 98409 Attn: Anita Yurovchak Telephone: 253-476-6304 Puget Sound Energy (Power) 14103 8th Street East Sumner, WA 98390 Attn: Dennis Booth Telephone: 253-606-4787 King County Tra�c Operations 155 Monroe Avenue NE Renton, WA 98056 Attn: Mark Parrett Tel: 206-296-8152 (April 2, 2007 WSDOT GSP) Locations and dimensions shown in the Plans for existing facilities are in accordance with available irtformation obtained without uncovering, measuring, ar other verification. Public and private utilities, or their Contractors, will furnish all work necessary #o 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: Utility adjustments shall consist of the following: PSE Adjust to grade and/or relocate existing power vaults at STA `M' 15+15, 47' RT. Adjust existing conduit near the NE corner of the intersection at STA `M' 20+40, 63.5' LT as required to accommodate signal pole installation. Adjust Gas valves to grade as required at STA `P' 7+76, 8.25' LT. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 36 February 2073 � 1 z 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Centurvlink Remove abandoned lines near the south gutter line of S 320�' St from STA `M' 20+60 to STA `M' 24+55. Remove existing vauit at STA `M' 20+63, 47.6' RT. Existing Telecom lines running north to south crassing S 320"' St at STA `M' 20+63 wil{ remain and be adjusted in elevation as require to accommodate the new storm conveyance system. Lakehaven Adjust Sewer Manhole to grade at STA `M' 23+75, 38.67' RT Adjust 1iVater Valves to Grade at STA `P' 7+87, 2' Lt & 10+83, 14' RT Kinq County Metro Remove and relocate the bus shelter. 1-07.17(2j Utility Construction, Removal, or Relocation by Others Section 'l-07.17(2) is supplemented with the following: (January 91, 2013 "*""*") The Contractor shall provide minimum notification of 15 working days to coordinate the removal of the bus shelter with King County Metro. Additionally, the Contractor shalf provide a 3 day minimum notification for the construction closure of the bus stop adjacent to the shelter. An ADA compliant path shall be maintained at the bus stop through the duration of the project. The notification of the bus stop closure shall be coordinated through our King County Metro's Construction Information Center: http•l/www kingcountv gov/transportationikcdoUMetroTransit/Construction.aspx The contact information is at the top of the webpage and the notification guidelines are under the Document Downloads section on the right side of the webpage. The guidelines for construction are on page 3 of the document. 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, 2091 '`"""*") 1-07.18(1) General Requirements City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 37 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 A. The Contractor shall obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer with a rating of A-: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting 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 shafl 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 Finaf 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 shalf 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 capy 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. 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 �enew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the corrtract and no additional payment will be made. 1-07.18(2) Additional lnsured � All insurance policies, with the exception of Professional Liability and Workers Compensation, shall name the following listed entities as additional insured(s): City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 38 February 2013 �i 1 2 3 4 5 6 7 8 9 1Q 11 12 13 14 15 ■ the Contracting Agency and its officers, elected officials, empioyees, agents, and volunteers , ■ BergerABAM Inc. The above-listed entities shall be additional insured(s) for the fufl 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 Cor�tract, 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 16 The Contractor shall deliver to the Contracting Agency a Cert�cate(s) of Insurance and 17 endorsements for each policy of insurance meeting the requirements set forth herein when the 18 Contractor delivers the signed Contract for ihe work. The certificate and endorsements must 19 conform to the following requirements: 20 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 21 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1- 22 07.18(2) as Additional Insured(s}, showing the policy number. The Contractor may submit a 23 copy of any blanket additional insured clause from its policies instead of a separate 24 endorsement. A statement of additional insured status on an ACORD Certificate of 25 Insurance shall not satisfy this requirement. 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 3. Any other amendatory endorsements to show the coverage required herein. 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits. All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor. 1-07.18(5)A Commercial General Liability A policy of Commercial Generat Liability Insurance, including: Per project aggregate Premises/Operations Liability ProductslCompleted 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) City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S IMersection Imprmnts 39 February 2013 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 1,7 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Blasting (only required when the Contracto�'s work under this Contract includes exposures to which this specified coverage responds) Such policy must provide the following minimum limits: $1,000,000 Each Occurrer�ce $2,000,000 General Aggregate $1,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury, each offence Stop Gap / Employers' Liability $1,000,000 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 foltowing 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 Industrial Insurance laws of the state of Washington. 1-07.18(5}G Pollution Liability (January 7, 2013 WSDOT GSP) The Contractor shall obtain Contractor's Pollution Liability Insurance (CPL) with minimum "per projecY' timits of $1,000,000 per occurrence and in the aggregate for claims, including investigation, defense, or settlement costs and expenses for bodily injury and property damage (including natural resources damages and loss of use of tangible property that has not been physically injured) arising out of: a. Pollution conditions caused or made worse by the Contractor's performance of the Work, including clean-up costs for a newly caused condition or a historical condition that is made wo�se; and; b. The vicarious liability of Subcontractors of any tier. The Contractor shall be Named Insured and ihe Contracting P�qency, the State, the Governor, the Commission, the Secretary, the Department, all officers and employees of the State, and their respective members, directors, officers, employees, agents, and consultants (collectively the "Additional Insureds") shall be included as Additional Insureds, or, as appropriate, a Named Insured, under this policy and coverage. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S IMersectia� Imprmnts 40 February 2013 � 1� ,I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 '{ 6 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1-07.23 Pubiic Convenience and Safety 1-07.23(1) Construction Under Traffic Section 1-07.23(1) is supplemented with the following: Revise the second paragraph to read: To disrupt public traffic as tittle as possible, the Contractor shall permit traffic to pass through the work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, and paths within the project limits, keeping them open, and in good, clean, safe condition at all times. Deficiencies caused by the Contractar's operations shall be repaired at the Contractor's expense. Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency's expense. The Contractor shall also maintain roads, streets, sidewalks, and paths adjacent to the project limits when affected by the Contractor's operations. Snow and ice control will be performed by the Contracting Agency on all projects. Cleanup of snow and ice control debris will be at the Contracting Agency's expense. The Contractor shall perform the following: 1. Remove or repair any condition resulting from the work that might impede tra�c or create a hazard. 2. Keep existing traffic signal and highway lighting systems in operation as the work proceeds. (The Contracting Agency will continue the route maintenance on such system.) 3. Maintain the striping on the roadway at the Contracting Agency's expense. The Contractor shall be responsible for scheduling when to renew striping, subject to the approval of the Engineer. When the scope of the project does not require work on the roadway, the Contracting Agency will be responsible for maintaining the striping. 4. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency's expense, except those damaged due to the Contracto�'s operations. 5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing drainage structures will be at the Contracting Agency's expense when approved by the Engineer, except when flow is impaired due to the Contractor's operations. (January 2, 2012 WSDOT GSP) Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor's operations and does not apply to preexisting conditions or permanent Work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control P{ans, 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 City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 41 February 2013 1 2 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 2Q 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 construction vehicles absolutely necessary to construction shall be aliowed within the WZCZ or ailowed 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 (August 7, 2006 WSDOT GSP) lane closures are subject to the following restrictions: See Section 1-10.2(2) Traffic Control Plans If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer may adjust the hours accardingly. 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. (February 14, 2005 NWR) Signs and Traffic Control Devices All signs and tra�c control devices for fhe permitted closures shalt only be installed during the specified hours. Construction signs, if placed earlier than the specified hours of ctosure, 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 alt 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. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 42 February 2013 , ' I �� , I ' ' ' � � , � C�' ' ' � � � LJ � ' , LJ LJ 2 3 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 (January 1 �, 2093 **�`*"") Night Work A night and weekend work hours waiver, 8:00 pm to 7:00 am Monday through Friday, 8:00 pm Friday to 9:00 am Saturday and 9:00 am to 8:00 pm on Sundays and holidays has been obtained for this project (See Appendix F). Working during these hours is not mandated by the Contracting Agency. Should the Contractor schedule project work during the nighttime closure hours noted above, it shall be the Contractor's responsibility to obtain permission for such work as required in section 1-08.0(2} Hours of Work. (March 6, 2000 NWR) 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 durations of five minutes between the hours of 8:00 PM and 5:00 AM. These five-minute blockages shall be separated by an interval long enough to allow the delayed vehicles to clear. (March 7, 2005 NWR) Signal Turn-0n Signal turn-on for new or rebuilt contro{ equipment will be permitted Monday through Thursday, between 8:00 PM and 5:00 AM the same day. (March 7, 2005 NWR) During signal turn-on, the Contracting Agency will provide City of Federal Way palice o�cer(s) to manually, control interse�tions. 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 easemerrt 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 Enginesr. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Cantractor 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 City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 43 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 � 35 36 37 38 39 40 41 42 43 44 the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours' notice prior to entry by the Contractar. 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 properiy 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. Add the following new section: 1-07.28 Communication with Businesses and Property 4wners (January 19, 2013 ""*"*") 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 locations and activities for the upcoming two (2) months by distributing a monthly status/schedule memo to the businesses. The memo shall be approved by the Engineer prior to distribution. Payment for said meetings and communication shall be considered incidental to the unit cvntract price paid for Mobilization and no additional payment will be made. 1-08 Prosecution and Progress Add the following new section: 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts 44 �i U ;i �' ,I ' ;i !� J � LJ ' Special Provisions to the Standard Specifications � February 2013 LJ i� t � � � u ' � ' � ;�� ' ' i] ' � � , 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 45 46 47 48 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 wili be he{d 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 fhe 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 foilowing: 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. Add the following new section: 1-08.0(2) Hours of Work (January 9 9, 2013 ***""`*} 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 wark outside of the agreed normal straight time working period on holidays, Saturdays, or Sundays; before 7:00 a.m. or after 6:00 p.m. on any day; or longer than an 8-haur 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 8:00 p.m. and 7:00 a.m. Monday through Friday, 8:00 PM Friday to 9:00 AM Saturday and 9:00 AM to 8:00 PM Sundays 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. The Contractor is advised that the nearest noise-sensitive property is the Clarion Hotel, which is adjacent to the water quality vault site on 20�' Ave S, but is 1,000 feet from S 320�' St. ' City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts � Special Provisions to the Starxlard Specfications 45 February 2013 1 Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal 2 straight time working hours Monday through Friday may be given subject to certain other 3 cortditions set forth by the Contracfing Agency or Engineer. These conditions may include 4 but are not limited to: 5 • The Engineer may Fequire designated representatives to be present during the work. 6 Representatives who may be deemed necessary by the Engineer include, but are 7 not limited to: survey crews; personnel from the Contracting Agency's material 8 testing lab; inspectors; and other Contracting Agency employees when in the opinion 9 of the Engineer, such work necessitates their presence. 10 • The Contractor may be required to reimburse the Contracting Agency for the costs in 11 excess of straight-time costs for Contracting Agency representatives who worked 12 outside of the 8 hour shift agreed to at the preconstruction conference. 13 • Considering the work performed on Saturdays, Sundays, and holidays as working 14 days with regard to the contract time. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 47 48 • Considering multiple work shifts as multiple working days with respect to contract time, even though fhe multiple shifts occur in a single 24-hour period. • Public notice shall be provided 7 calendar days in advance. Add the following new section: 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees (May 25, 2006 APWA GSP; may not be used on FHWA-funded projects) Where the Contractor elects to work on a Saturday, Sunday, or holiday, or longer than an 8- hour work shift on a regular working day, as defined in the Standard Specifications, such work shall be considered as overtime work. On all such ovectime work an inspector will be present, and a survey crew may be required at the discretion of the Engineer. In such case, the Contracting Agency maydedu�t from amounts due or fo become due to the Contractor for the costs in excess of the straight-time costs for employees of the Contracting Agency required to work overtime hours. The Contractor by these spec'rfications does hereby authorize the Engineer to deduct such costs from the amount due or to become due to the Contractor. 1-08.1 Subcontracting 1-08.1(1) Subcontract Completion and Return of Retainage Withheld Section 1-08.1(1) is revised to read: {June 27, 2011 WSDOT GSP) The following procedures shall apply to all subcontracts entered into as a part of this Contract: Requirements 1. The Prime Contractor or Subcontractor shall make payment to the Subcontractor not later than ten (10) days after receipt of payment from the City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts 46 �i �� il ,I �) �I �i � � , � L� , � � � Special Provisions to the Standard Specifications � Febroary 2013 � ' ' ' �� �J ' ' � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 44 45 46 47 48 49 50 51 Contracting Agency for work satisfactorily completed by the Subcontracfor, 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 compty 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 subcontracto� 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 befinreen the Contracting Agency and the Contractor. Payment The Contractor will be solely responsible for any additional costs involved in paying retainage to the Subcontractors. Those costs shall be incidental to the respective Bid items. 1-08.3(2)B Type B Progress Schedule (March 13, 2012 APWA GSP) Revise the first paragraph to read: The Contractor shall submit a preliminary Type B Progress Schedufe at or prior to the preconstruction conference. The preliminary Type B Progress Schedule shall comply with all of these requirements and the requirements of Sectian 1-08_3(1), except that it may be timited 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 6 copies of a Type B Progress Schedule depicting the entire project no later than 21-calendar days after the preconstruction cor�ference. City of Federal Way Special Provisiores to the Standard Specifications S 320th St at 20th Ave S Irrtersection Imprtnnts 47 February 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2$ 29 30 31 32 33 5 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1-08.4 Prosecution of Work Delete this section in its entirety, and replace it with the follawing: 1-08.4 Notice to Proceed and Prosecution of Work (June 27, 2011 APWA GSP) Notice to Proceed will be given after the Contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time spec�ed 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 ar restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has aecepted the instalfation of high visibility fencing, as described in the Contract_ 1-08.5 Time for Completion Section 1-08.5 is supplemented with the following: (March 13, 1995 WSDOT GSP) This project shall be physically completed within 140 working days. 1-08.9 Liquidated Damages (March 13, 2012 APWA GSP) Revise the faurth paragraph to read: When the Contract Work has progressed to Substantiat 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 Substantia! Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physica! 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 s�hedule for cornpleting the physical Work on the Contract. 1-09 Measurement and Payment City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts 48 C � � � � , Special Provisions to the Standard Specifications , February 2013 � i� c� � � �_ ' � ' LJ ' ' ��' � �, u � , ' � 3 4 5 7 8 i0 11 12 13 14 15 16 17 18 19 20 21 � 24 25 26 27 28 29 30 31 32 33 5 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1-09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1-09.7 Mobilization (January ? 9, 2013 ""*""**) Section 1-09.7 is supplemented with the following: Obtaining a site for the Contractor's mobilization, field office(s), storage of materials, and other general operations shall be the responsibility of the Contractor. All costs associated with securing sites shall be included in the other bid items on the project and no other compensation will be made for this item. The Contractor will provide City with copy(s} of agreement(s). Payment is made under the following bid item: "Mobilization" per lump sum. The lump sum bid price for'Mobilization" shall include, but not limited to, the following items: the movement af the Contractor's personnel, equipment, supplies and incidentals to the project site; the establishment of the Contractor's office, buildings, and other facilities necessary for work on the project; providing sanitary facilities for the Contractor's personnel; obtaining permits or licenses required to complete the project not furnished by the Owner; and other work and operations which must be performed or costs that must be incurred. 1-09.8 Payment For Material On Hand The tast paragraph of Section 1-09.8 is revised to read: (August 3, 2009 WSDOT GSP) The Contracting Agency will not pay for material an 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 la#er than the estimate due date, the Contracior 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. ff 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. ' City of Federat Way S 320th St at 20th Ave S Iniersection Imprmnts ' Special Provisions to the Standard Specifications 49 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 1-09.9 Payments (March i3, 2012 APWA GSP) Delete the first four paragraphs and replace them with the following: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference, to enable the Project Engineer to determine the Work performed on a monthly basis. A breakdown is not required for lump sum items that include a basis for incremenfal 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 payments for completed work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown, based on the Engineer's determination. 3. Materials on Hand —100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 40 1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 41 2. The amount of progress payments previously made; and 42 3. Funds withheld by the Contracting Agency for disbursement in accordance with the 43 Contract Documents. 44 45 Progress payments for work performed shall not be evidence of acceptable performance a� 46 an admission by the Contracting Agency that any work has been satisfactorily completed. City of Federal Way Speciat Provisions to the Sta�dard Specifications S 320th St at 20th Ave S Intersection Imprmnts 50 February 2013 ��� �� i� , � ' � � � , I 1 II I' I� ' � ' ' ' � L� I� � � Ll C� ' � , 1 3 4 5 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The determination of payments under the contract will be final in accordance with Section 1-05.1. 1-10 Temporary Traffic Control (January 11, 2013 "�""*) 1-10.1 General Section 1-10.1 is supplemented with the following: 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 shalt supplement Construction Staging Plans. The plans as provided by the Contractor shatl include and not be limited to the following information: • Stop bar locations with station and offset to verify safety of intersection tuming radius for vehicles. • Minimum lane widths provided for vehicular travel. • Tum 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 othervvise specified as being fumished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or paths. No wark shall be done on or adjaceryt to any traveled way until all necessary signs and traffic control devices are in place. Business Open During Construction Signs Business Open During Construction Signs shall be considered Construction Signs Class A. The Contractor shall provide a minimum of six {6) for the project. The Business Open During Construction signs shall be field located by the Engineer. 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 Appendix X. 1-10.2 1-10.2(1) Traffic Control Management Generai Section 1-10.2(1 } is supplemented with the following: (December 1, 2008 WSDOT GSP) Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the foilowing: The Northwest Laborers-Employers Training Trust City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 51 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 27055 Ohio Ave. Kingston, WA 98346 (360} 297-3035 Evergreen Safety Council 401 Pontius Ave. N. Seattie, WA 98109 1-800-521-0778 or (206) 382-4090 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Vrginia 22406-1022 Training Dep#. Toll Free (877) 642-4637 Phone: (540) 368-1701 1-10.2(2) Traffic Control Plans Section 1-10.2(2) is supplemented with the following: The fol(owing minimum Traffic Control requirements shall be maintained during the construction of the project: • The Contractor shall maintain continuous two-way tra�c along streets throughout the project site. The Contractor shall have the option, with the approval of the Engineer, of momentarily interrupting the continuous twaway traffic to allow one-way traffic. Such inteRUptions 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. • The Contractor shall be responsible for notifying all aifected property owners prior to commencing the barricading of streets, sidewalks and driveways. • 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 shalf �emain 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. • Signs and barricades shall be supplemented by lanterns or flasher units during the hours of darkness. • 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. • Detours will not be allowed except as noted herein or Section 1-07.23(2) as amended. City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts 52 � -, J ' ' !J � ' Special Provisions to the Standard Specifications � February 2013 � i� �� ( ' I ' � � � � ' ' � �J � � ' � ' 1 3 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4�4� 45 46 • Drivers of motor vehicles used in connection with the construction shall obey traffic rules posted for such location in the same manner and under the same restrictions as provided for the drivers of private vehicles. • 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 shalf not open up secEions of the work and leave them in an unfinished condition. See Section 1-07.23(1) for additional driveway closure requirements. • 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 witl 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. • Temporary paint striping, reflective marking tape, andlor retroreflective tubular markers shall be required for each shift of traffic control. The Contractor shall provide temporary striping, reflective marking tape, and/or retroreflective tubular markers as required at the direction of the Engineer. Paint, reflective marking tape, and/or retroreflective tubular markers used for temporary striping shall meet the requirement of Section 8-23 of these Special Provisions. • The Contractor provided Traffic Control Plans shall lay out traffic control device spacing, tapers, etc., to scale, shall contain accurate dimensions and {egends and shall be signed by the preparer. Special Conditions South 32E� Stree# Traffic Requirements • One lane of traffic may be closed at a time between the hours of 9:00 AM #0 4:00 PM eastbound, or 8:00 AM to 3:00 PM westbound. • Except as noted above, no lane closures are allowed between the hours of 6:Q0 AM to 8:00 AM and 3:00 PM to 8:00 PM on weekdays. • One lane of traffic in each direction may be closed between the hours of 8:00 PM and 6:00 AM. • Left turn lanes shall remain open at all times. • All business accesses will remain open during business hours. • No more than one shift may be worked per day without approval of the Engineer. • Pedestrians must have access to pedestrian push buttons at all times. • The Contractor shall maintain at least one continuous ADA accessible pedestrian walkway throughout the project at alt times. • Bus stops shall remain ADA accessible to pedestrians at al! times throughout the project. ' Ciry of Federal Way S 320th St at 20th Ave S Intersection Imprmnts ' Special P�ovisions to the Standard Specifications 53 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 � 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1-10.3 Traffic Control Labor, Procedures, and Devices (January 11, 2013 ******) 1-10.3(1) Traffic Control �abor Section 1-10.3(1) is supplemented with the following: The City shall reimburse the Contractor for the use of off duty uniformed police officers at the invoiced cost with no mar{c-up for thase services. The Contractor shall request uniformed off-duty police officers from the City of Federal Way Police Department, (253) 661-4600. The request shall be made forty-eight (48) hours before the use of the off-ciuty police officers on the project site. A minimum three (3) hours call out time shall be paid by the Contractor for each request for off-duty police o�cers. It shall be the Contractor's responsibility to arrange a work schedule to minimize any additional costs incurred by the minimum three (3) hour call out requirement. No reimbursement of any portion of the minimum callout will be allowed where Contractor- made schedule revisions occur after an off duty officer has been procured. The estimated 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 Iisted in the proposal, no readjustment in the unit contract price for uniformed off-duty police officer will be atlowed. 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: (January 11, 2013 *"****) The following devices are deemed compliant with the crashwo�thiness requirements of NCHRP 350 and are approved for use on the project: Approved Category II Devices Type f 8 II Barricades Manufacturer WLI Industries Bent Manufacturing Bent Manufacturing Bent Manufacturing Eastern Metal Plasticade Products Plasticade Products Dicke Tool Company City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts 54 Model Number Safety Cade Type II Unicade Waffle Barricade Type II Plywood or Plastic Panel Type t & I! Barricades Fibercade Type II Plasticade Type II Type I Plastic Barricade Special Provisions to the Standard Specifications February 2M3 i� �, ' � ' ' LJ � t '� ' ' ' ' Ll ' ' 1 ' ' 1 2 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 TrafFix Devices, Inc. The Roadmaker Company Three D Traffic Works, Inc. Protection Seniices, 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, Ir�c. Davidson Plastics Corp. Plastic Folding Type I Barricade Type II Plastic Barricade TD2000 Works Barricade Type ! & II Barricades Type I Barricade Type 1 & tl Barricades Penn. Type III Barricade Type I Plastic Barricades Model Number Type III Barricade Hollow Core Plastic Barricade Yodock 2001m Type {II Barricade EZ-UP Type I11 Barricade T3B Type I11 Barricade Approved Portable Signs and Stands Manufacturer Model Number IUlontana DOT DWG# 618-02 (Plywood) WLt SafetyCor Sign System (Plastic) Texas DOT Skid Mounted Sign Support (Plywood) Reflexite/Eastern Metals DF 400 & DF 4700 TX (Endurance plastic) (Aluminum signs are not approved for use with the abave listed stands at this time Wood Sign Posts Use the below charts to determine post size for Class A construction signs. One Post fnstallation Post Size Min. Siqn Sq. Ft. Max. Sian Sa. Ft. 4x4 - 16.0 4x6 17.0 20.0 6x6 21.0 25.0 6x8 26.0 31.0 4x4 4x6 6x6 fix8 Two Post Installation (For signs 5 feet or greater in width) 17.0 37.0 47.Q 16.0 36.0 46.0 75.0 " " The Engineer shall determine post size for signs greater than 75 square feet. (January 11, 2013 "*****) Section 1-10.3(3) of the Standard Specifications are revised to read as follows: City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 55 February 2013 1 2 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 All signs required by the approved traffic control plan(s) as well as any other appropriate signs prescribed by the Engineer shall be furnished by the Contractor. The Contractor shall provide the posts or supports and erect and maintain the signs in a clean, neat, and presentable condition until the necessity for them has ceased. All non-applicable signs shall be removed or completely covered with metal, plywood, or an Engineer approved product specifically manufactured for sign covering during periods when they are not needed. When the need for these signs has ceased, the Contractor upon approval of the Engineer, shall remove all signs, posts, and supports from the project and they shall remain the property of the Contractor. All orange background signs shall utilize materials, and be fabricated in accordance with, Section 9-28. All new orange background signs and all W20-7a "Flagger Ahead" signs shall be fabricated with Type IV or Type VII fluorescent orange sign sheeting. All post mounted signs with Type tV or VII sheeting shall use a nylon washer between the twist fasteners (screw heads, bolts, or nuts) and the reflective sheeting. There shall be no intermixing of signs with non-fluorescent orange reflective sign sheeting and signs with fluorescent orange reflective sign sheeting on the same sign post. Construction signs will be divided into two classes. Class A construction signs are those signs that remain in service throughout the construction or during a major phase of the work. They are mounted on posts, existing fixed structures, or substantial supports of a semi-permanent nature. Sign and support installation for Class A signs shall be in accordance with the Contract Plans or the Standard Plans. Class B construction signs are those signs that are placed and removed daily, or are used for short durations which may extend for one or more days. They are maunted 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. ff it is necessary to add weight to signs for stability, only a bag of sand that will rupture on impact shall be used. The bag of sand shall: (1) be furnished by the Contractor, (2} have a maximum weight of 40 pounds, and (3) be suspended no more than 1 foot from the ground. Payment for setup and take down of Class B signs will be limited to the labor cost to do the work described in Section 1-10.3(1), and for transportation described in Section 1- 10.3(2). Signs, posts, or supports that are lost, stolen, .damaged, destroyed, or which the Engineer deems to be unacceptable while their use is required on the project, shall be replaced by the Contractor without additional compensation. Traffic Safety Drums shall be used to delineate driveways and access locations to private properties within the work zone. 47 1-10.3(3)A Construction Signs 48 Section 1-10.3(3)A is supplemented with the following: - 49 50 (January 11, 2013 """*"") City of Federal Way Special Provisions to the Standard Specificafions S 320th St at 20th Ave S IMersection Imprmnts 56 February 2013 �i �� �I 'I ��, ' , , � � ' �J ' ' ' LJ t J �li L� ' ' ' �'� ' ' ' �� ��� ' ' ' J ' ' ' ' 1 2 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 44 45 46 47 48 4S �a 51 Construction Signs Class A includes "Business Open During Construction" and City of Federal Way Project Signs as described in Secfion 1-10.1 of these Special Provisions and as detailed in the Plans. (January 11, 2013 **'`***) 1-10.3(7) Temporary Pavement Marking Section 1-10.3(7) is a new section: All costs in connection with the use of reflective traffic tape as temporary pavement markings shall be incidental to other bid items. All costs for paint lines and reflective pavement markers used for temporary traffic control shall be paid under other bid items. Description The Contractor shall install and remove approved 4-inch-wide reflective traffic tape, paint line, RPMs and pavement markings per City of Federal Way Standard Details DWG - 3- 17, DWG - 3-18, and DWG - 3-19, as shown on the Plans, specified in the Special Provisions for this Contract, or as directed by the Engineer. Temporary pavement markings shall be removed after the installation of permanent lane marking is approved in writing by the Engineer. Materials Materials for temporary pavement markings shall be selected from approved materiais listed in the Special Provisions of this Contract. Preliminary Spotting The Contractor is responsible for preliminary spotting (layout work) of the lines before marking begins. The City mav provide pavement marking layout work for the Contractor if existing work loads permit, but all costs incurred by the City in providing fayout work at the Contractor's request shall be charged to the Contractor. Temporary Pavement Markings Temporary pavement markings shall be installed, and maintained by the Contractor whenever permanent pavement markings are included in the Contract and traffic is released onto public streets or roadways prior to installation of permanent pavement markings. The Contractor shall perform preliminary layout work to the satisfaction of the Engineer prior to installation of the temporary pavement markings. The temporary pavement markings shall be installed and maintained to the satisfaction of the Engineer until the permanent pavement markings are installed and approved in writing by the Engineer. After approval of permanent lane markings, the Contractor shall remove the temporary lane markings to the satisfaction of the Engineer. Appropriately colored 4-inch-wide reflective traffic tape shall be installed with a skip pattern based on a 10-foot unit consisting of a 1-foot line of tape and a 9-foot gap, unless otherwise specified on the Plans or in the Special Provisions for this Contract. Reflective traffic tape markings shall generally follow the alignment for the permanent pavement markings and double lines shall be used when specified for the permanent City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 57 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 1-10.4 13 14 15 16 17 18 19 2Q 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 pavement markings. Reflective tape shali 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 provide paint lines per sections 8-22 and 9-34, and RPMs per sections 8-09 and 9-21, at the direction of the Engineer for temporary pavement markings for construction staging. Paint lines shall be provided for temporary pavement markings for any conditions not applicable for reflective tape. Paint lines for temporary pavement markings shall be paid under "Paint Line", "Raised Pavement Marker Type 1", and "Raised Pavement Marker Type 2". Measurement 1-10.4(2) Item Bids With Lump Sum for Incidentals (January 19, 2013 '`*"'"'*) Section 1-10.4(2) is supplemented with the following: "Flaggers and Spotters" wiEl be measured by the hour. Hours will be measured for each hour that active flagging and/or spotiing is required on site, with a minimum of four hours each shift. "Traffic Control Superviso�' will be measured by the hour. Hours will be measured for each hour that is required to set up and take down temporary traffic control elements. "Off Duty Uniformed Police Officer" will not be measured. "Other Traffic Control Labor" will be measured by the haur. No specific unit of ineasurement will apply to the lump sum item of "Other Temporary Traffic Control — Pedestrian". "Construction Signs, Class A" will be measured by the square foot of panel area for each sign designated on an approved Traffic Control Plan as Class A or for each construction sign installed as ordered by the Engineer and designated as Class A at the time of the order. Class A signs may be used in more than one location and will be measured for each new installation. 1-10.5 Payment Section 1-10.5 is supplemented with the following: 1-10.5(2) Item Bids with Lump Sum for Incidentals "Flaggers and Spotters°,_per hour. "Other Traffic Control Labor", per hour. "Traffic Controf Supervisor", per hour. �i ti C� �I �� ' ' ' t � ' � �� City of Federal Way Special Provisions to the Standard Specifications , S 320th St at 20th Ave S Intersection Imprmnts 58 February 2013 � 1 2 3 4 5 6 7 8 9 10 11 � ' "Off Duty Uniformed Police Officer", by force account. "Other Temporary Traffic Cont�ol — Pedestrian", lump sum "Construction Signs, Ciass A", per square foot. The unit Contract price, when applied to the number of units measured for this item in accordance with Section 1-10.4(2), shall be full compensation for al) costs of labor, materials, and equipment incurred by the Contractor in performing the Contract Work described in Section 1-10.3(3)A. END OF DIVISION 1 City of Federal Way Special Provisiores to the Standard Specifications S 320th St at 20tF� Ave S Intersection Imprmnts 59 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 2-01 2-01.3 Division 2 Earthwork Clearing, Grubbing, and Roadside Cleanup Construction Requirements 2-01.3(4) Roadside Cleanup Section 2-01.3(4) is supplemented with the following: (January 5, 1998 WSDOT GSP) Clearing and grubbing shall be performed within the limits shown on the plans. 2-01.4 Measurement Section 2-01.4 is supplemented with the following: (January 11, 2013 "*** ") No specific unit of ineasurement will apply to the force account item of "Roadside Cleanup". 2-01.5 Payment Section 2-01.5 is supplemented with the following: (January 11, 2013 ""`***) "Roadside Cleanup", by force account as provided in Section 1-09.6. 2-02 Removal of Structures and Obstructions 2-02.1 Description Section 2-02.1 is supplemented with the following: (January 99, 2013 **"***) Removal of Strucfures and Obstructions The Contractor shall remove and dispose of all items shown on the site preparation plans and other minor items necessary to complete the work. The following partial list of items to be removed and disposed of is provided for the convenience of the contractor. The contractor shall review the plans, specifications and project site to verify ather items to be removed: Sheet Station/Offset Structure/Obstruction Quanti SP1-3 M 15+00 to 24+50 45' RT Decorative Lighting wl Junction 10 EA Boxes SP1-3 M 15+Q0 to 24+50 45' RT Irrigation Systems LUMP - SUM SP1-3 M 15+00 to 24+50 45' RT Street Trees 17 EA SP1-3 M 15+00 to 24+50 45' RT Festival Outlets 17 EA ' I ' I City of Federal Way Special Provisions to the Standard Specifications , S 320th St at 20th Ave S Intersection Imprmnts 60 February 2013 � 1 2 3 5 6 7 8 9 10 11 12 SP1-3 M 15+00 to 24+50 45 'RT irrigation Systems LUMP SUM SP1-3 M 15+10, 17+37, 22+25, & 24+43 Street Lighting w/ Junciion Boxes 4 EA 55' RT SP-2 M 20+60 to 21+50 Modular Block Wall 88 LF SP-2 M 21+00 to 21+30 Concrete Wall 28 LF SP-3 M 21+67 to 22+00 Concrete Wail 28 LF SP-3 M 22+55 to 22+80 Concrete Wall 23 LF Removing Drainage Structures and Pipes The Contractor shall remove and dispose of all drainage structures and pipes shown on the site preparation plans and other minor items necessary to complete the work. The following partial list of items to be removed and disposed of is provided for the convenience of the contractor. The contractor shall review the plans, specifications and project site to verify other items to be removed: Removing Drainage Pipe Sheet Station/Offset StructurelObstruction Quantity SP-1 M 14+85, 42' RT to 14+94, 42' RT 12" CONC 9 LF SP-1 �2 M 17+42, 43' RT to 18+75, 42' RT 12" CONC 132 LF SP-2 M 19+40, 41' RT to 19+46, 64' RT 12" CONC �4 LF SP-2 M 19+17, 28' LT to M 19+46, 28' LT 24" CMP 13 LF SP-2 M 19+62, 27' RT to M 19+71, 59' RT 24" CMP 32 LF SP-2 P 10+78, 21' LT to 10+55, 16' RT 12" CONC 42 LF SP-3 M 22+43, 42' RT to 22+58, 42' RT 12° CONC 15 LF SP-3 M 24+30, 56' RT to 24+42, 42' RT 12" CONC 15 LF 13 14 Removi Sheet SP-1 SP-1 iraina e Structures Station Offset M 14+g4 41.5' RT M 17+42 43' RT City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 61 February 20'13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 36 37 38 39 40 � SP-3 � M 22+43 I 42' RT I (March 13, 1995 WSDOT GSP) This work shall consist of removing miscelianeous tra�c items. (September 30, 1996 WSDOT GSP) The Contractor is advised that asbestos may be present on this project. 2-02.3 Construction Requirements Section 2-02.3 is supplemented with the following: (March 13, 9995 WSDOT GSP) Removing Miscellaneous Tra�c /tems The following miscellaneous traffic items shall be removed and disposed of: Approximately 260 LF of Type "C" Traffic Curb from Sta "M" 20+56 to Sta "M" 23+15 Sheet Station/Offset Structure/Obstruction Quantity SP-2 19+45 / 41' Lt Signal Pole 1 SP-2 19+62 / 64' Rt Signal Pole � SP-2 20+42 ! 42' Lt Signal Pole � SP-2 20+50 / 59' Rt Signal Pole 1 When a traffic signal is annotated for removal, the new signal system shall be installed and functioning properly prior to the existing signal being removed from service, unless approved otherwise by the Engineer. In this case, the Contractor shafl provide flaggers and signage as necessary for the control of traffic until the new signal system is fully functional and operationaL The Contractor shall remove those traffic items annotated on the plans related to the traffic signal system. If adjacent items are not annotated for removal, but associated with an item that is, and it would be reasonable to assume that the item should be removed, then the Contractor shall include the removal of the items in the cost of the annotated removal item. For example, if traffic signal poles are annotated for removal, then it would be reasonable to assume that the poles, mast arms, pedestrian poles, push buttons, signal heads, traffic contro{ cabinet(s) and other appurtenances would also be removed, even if not specifically annotated on the plans. The Contractor shall coordinate the removal of all items with the Engineer before they are removed. The Contractor shall coordinate with the City of Federal Way for items removed that the City may want to retain for salvage. These items shall be provided and delivered to the City at a location to be determined by the Engineer. All other items shall be disposed by the Contractor, including all concrete or asphalt bases. The Contractor shall remove all conduits leading to removal items to a minimum of one foot below the finished grade, City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts 62 ,I 'I ,I ' I ' I ' I Special Provisions to the Standard Specifications ' February 2013 �I , ' ' � � , � ' ' ' ' ' � � , lJ ' 1 3 4 5 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 44 45 46 47 including capping all conduit, and then re-grade the disturbed area to match the surrounding area in accordance with industry standards, or as directed by the Engineer. 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters Section 2-02.3(3) is supplemented with the following: (January 11, 2013 **"'`'`*) 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 shafl 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. (January 11, 2093 *""*'*) 2-02.3(4)Removat of Drainage Structures Section 2-02.3(4) is a new section: Where shown in the Plans or where designated by the Engineer, the Contractor shall remove existing catch basins, manholes, pipes, and other drainage features in accordance with Section 2-02 of the Standard Specifications. Removal shall be conducted in such a manner as to prevent damage to surrounding facilities including any existing storm sewers, sanitary sewers, electrical conduits or other facilities to remain. All remaining facilities including but not limited to storm sewers, sanitary sewers, monuments, valves, vaults, and electrical conduits damaged due to the Contracfor's operations shall be replaced by the Contractor to the satisfaction of the Engineer at no additional cost to the Contracting Agency. Catch basins, manholes, and other drainage structures designated for removat, including all debris, shall be completely removed. All removed catch basins, manholes, and other drainage structures shall become the property of the Contractor and shall be disposed of in accordance with Section 2-02 of the Standard Specifications. All undamaged frames, grates, and solid covers in a re-useable condition shall become the property of the City of Federa! Way and shall be delivered to a location specified by the Engineer. Sawcutting (full depth) of existing asphalt concrete pavement and cement concrete curb and gutter surrounding the structure required for removat will be considered incidental to the removal of the catch basin, manhole, or other drainage structures. Sawcuts shall be in accordance with Section 2-02 of these Special Provisions. Backfilling of catch basins, manholes, pipes and other drainage structures to be removed and replaced shall not be performed until the new structure is installed and shall be in accordance with Section 7-05. Backfilling of a structure to be replaced shall be considered incidental to the construction and installation of the new catch basin, manhole, or other drainage structure. Backfilling of catch basins, manholes, pipes and other drainage structures to be completely removed shall be performed using gravel borrow paid in accordance with "Gravel Borrow for Trench Backfill fncl. Haul° per section 2-09 and the Bid Schedule. ' City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts I , Special Provisions to the Standard Specificatiw�s 63 February 2013 ��� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 95 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Prior to backfilling any voids, the Contractor shall remove pipe as noted in the plans. Pipe shown to be abandoned or ordered by the Engineer to be abandoned shafl be filled with CDF in accordance with Section 2-09.3(1)E of the Standard Specifications. Material, labor, tools, and equipment necessary to remove and/or fill any abandoned pipe shall be paid in accordance with the Bid Schedule. The Contractor shall maintain existing drainage, where designated by the Engineer, until the new drainage system is completely installed and functioning. � (January 11, 2013 **"**') 2-02.3(5) Removal and Relocation of Existing Private lmprovements Section 2-02.3(5) is a 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 fhis bid item include: 1. Storm drainage structure 2. Storrn drainage piping 3. Private utility poles and luminaires 4. Parking lot asphalt pavement restoration 5. Cement concrete sidewalks Removal of improvements which are incidental to the bid items for "Clearing and Grubbing" and "Removal of Structures and Obstructionsn shall not be paid for separately under this bid item. 33 34 2-02.4 Measurement 35 36 Section 2-02.4 is supplemented with the following: 37 38 39 40 41 42 43 44 45 46 47 (December 4, 2006 WSDOT GSP) Hazardous material excavation including haul will be measured by the cubic yard. All excavated material will be measured in the position it occupied before the excavation was performed. An original ground measurement will be taken using cross-section or digital terrain modeling survey techniques. The original ground will be compared with a survey of the excavation area taken after the work is completed. (Ocfober 25, 1999 WSDOT GSP) Sidewalk removal will be measured by the square yard. 48 (September 8, 1997 WSDOT GSP) 49 Curb and gutter removal will be measured by the linear foot. City of Federal Way Special Provisions to the Standard SpecificaGons S 320th St at 20th Ave S Intersedion Imprmnts 64 February 2013 1 2 3 4 5 6 7 8 9 10 41 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 (January 91, 2013 *"***"') No specific unit of ineasurement will apply to the lump sum item of "Removal of Structure and Obstruction". No specific unit af ineasurement will apply to the lump sum item of "Removing Drainage Pipe". Removing Drainage Structures will be measured per each. Plastic line removal will be measured by the linear foot. Plastic traffic marking removal will be measured per each. Temporary pavement marking removal will be measured by the linear foot. No specific unit of ineasurement will apply to the lump sum item of "Remove and Relocate Bus Shelter". "Removal and Relocation af Existing Private Improvements" will not be measured. 2-02.5 Payment Section 2-02.5 is supplemented with the following: (September 30, 1996 WSDOT GSP) "Removing Miscellaneous Traffic Item", lump sum. (November 3, 1999 WSDOT GSP) "Removing Cement Conc. Sidewalk", per square yard. (September 8, 1997 WSDOT GSP) "Removing Cement Concrete Curb and Gutter", per linear foot. (January 11, 2013 """""*) "Removal of Structure and Obstruction", lump sum. "Removing Drainage Structures", per each "Removing Drainage Pipe", per lump sum "Removing Plastic Line", per linear foot. "Removing Plas#ic Traffc Marking", per each. "Removing Temporary Pavement Marking", per tinear foot. "Removal and Relocation of Existing Private Improvements", by force account as provided in Section 1-09.6. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 65 Febnlary 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 All costs associated the removal and relocation of certain specified existing private improvements, when directed by the Engineer, will be paid by force account under the item "Removal and Relocation of Existing Private Improvements". 2-03 Roadway Excavation and Embankment 2-03.2 Pavement Removal Section 2-03.2 is replaced with the following: (January 11, 2093 "***"*) Where shown in the Plans or where designated by the Engineer, the Contractor shall remove asphalt, concrete, and/or Porttand cement concrete pavement_ The a�proximate thickness of the pavement is 9 inches along S 320`h St and 6 inches along 20` Ave S and within the Commons parking lot Prior to removal, the Contractor shall make a full-depth sawcut to delineate the areas of pavement removal from those areas of pavement to remain. The Engineer shall approve the equipment and procedures used to make the full-depth sawcut. No wastewater from the sawcutting operation shall be released directly to any sfream or storm sewer system. The removed pavement shall become the property of the Contractor and shall be removed ftom the project. Damage caused to portions of the pavement to remain, due to the Contractor's operation, shall be repaired by the Contractor at the Contractor's expense and to the satisfaction of the Engineer. 2-03.4 Measurement Section 2-03.4 is supplemented with the following: (March 13, 1995 WSDOT GSP) Only one determination of the original graund elevation will be made on this project. Measurement for roadway excavation and embankment will be based on the original ground elevations recorded previous to the award of this contract. tf discrepancies are discovered in the ground elevations which will materially affect the quantities of earthwork, the original computations of earthwork quantities will be adjusted accordingly. Earthwork quantities will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method or by the finite element analysis method utilizing digital terrain modeling techniques. Copies of the ground cross-section notes will be available for the bidder's inspection, before the opening of bids, at the Project Engineer's office and at the Region office. Upon award of the coniract, copies of the original ground cross-sections will be furnished to the successful bidder on request to the Project Engineer. (January 19, 2013 ****"*) City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 66 February 2013 �__.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Roadway excavation will be measured by the cubic yard. All excavated material will be measured in the position it occupied before the excavation was performed. An original ground measurement witl be taken using cross-section or digital terrain modeling survey techniques. The original ground will be compared with the planned finished section shown in the Plans. Slopelground intercept points defining the limits of the measurement will be as staked. Sawcutting will be measured by the square foot. The area for payment will be one vertical plane measured along the centerline of the cut. Measurement will be made from the top of existing asphalt to the bottam of the asphalt cut. 2-03.5 Payment Section 2-03.5 is supplemented with the following: (March 93, 9995 WSDOT GSP) All costs in connection with the preparation of waste sites and waste deposits shall be included in the excavation including haul items. (January 11, 20?3 **'`*"*) °Roadway Excavation Including Haul", per cubic yard. "Sawcutting", per linear foot. 2-07.5 Payment Section 2-07.5 is supplemented with the following: (January 19, 2013 "***"*) When the Contract does not include water as a pay item, providing and applying the water shalt be incidental to construction. All costs shalt be included in the other Contract pay items. 2-09 2-09.3 Structure Excavation Construction Requirements 2-09.3(1)E Backfilling (January 19, 2013 ******) The first paragraph of Section 2-09.3(1)E is replaced with the following: Backfill for Structure Excavation Class B shall be "Gravel Borrow for Trench Backfill Incl Haul." Backfill subsequent to the removal of s#ructures and obstructions sha(I be "Gravel Borrow for Trench Backfill Incl Haul°. Native material may be useci for back�ll with approval of the Engineer. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 67 February 2013 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 2-09.3(5) Removal of Contaminated Soil (January 11, 2013 ""***") New Section 2-09.3(5) is added: If contaminated soils are found at locations on the project, the Contractor shall follow the procedures described below. To determine whether the soils are contaminated, the Contractor shall excavate one test pit at each potential contamination site along the proposed excavafion at a location determined by the Engineer. Prior to excavating the test pit, the Contractor shall prepare a health and safety program for approval by ihe Engineer. The program shall address the worker qualifications and training, safety precautions including but not limited to skin protection, air filtration, and equipment. The Contractor shall place the excavated material on site in separate stock piles with weather protection to ensure the soils do not migrate from the stockpile. The test pit shall be excavated to the depth of the boftom of the trench. Upon completion of the test pit, the Contractor shalt notify the City. The Contractor will cease trenching in this section until the City has completed the testing of soils for contamination. Potential locations of contaminated soils have not been identified. Quantities of contaminated soils to be removed have not been estimated. For the purpose of providing a common proposal for all bidders, 100 cubic yards has been entered for the item "Removal of Contaminafed Soil° in the bid proposal to become part of the total bid by the Contracto�. 2-09.4 Measurement (January 11, 2013 """`*") Excavated materials wilf be measured in their original position by the cubic yard. The Contracting Agency will measure and pay for only the material excavated from inside the limits this section defines. If the Gontractor excavates outside these limits or performs extra excavation as described in Section 2-09.3(3)B, it shall be considered for the Contractor's benefit and shall be included in the cost of other Bid items. Shoring or extra excavation Class B witl be measured by the square foot as follows. The area for payment will be one ve�tical plane measured along the centerline of the trench, including Structures. Measurement will be made from the existing ground line to the bottom of the excavation and for the length of the Work actually pertormed. "Gravel Borrow for Trench Backfill Incl. Haul" wil( be measured per the "Structure Excavation Class B Incl. Haul° neat lines, less volume for structure and bedding. 2-09.5 Payment Section 2-09.5 is supplemented with the follawing: (January 91, 2013 **'`*""} "Structure Excavation Class B Incl. Haul", per cubic yard. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 68 . February 2013 ' ' 1 2 "Shoring or Extra Excavation Class B incl. Haul", per square foot. 3 4 "Removal of Contaminated Soil", per cubic yard. 5 The unit contract price per cubic yard for removal of contaminated soils shall be full pay for 6 all work to excavate, haul, and dispose of the contaminated soils, including excavating the 7 test pits. 8 9 "Gravel Borrow for Trench Backfiil Incl Haul", per cubic yard. 10 11 "Controlled Density Fill", per cubic yard: 12 13 2-12 Construction Geosynthetic 14 15 2-12.4 Measurement 16 17 (January 11, 2013 '***"*) 18 Construction geotextile for underground drainage wi�l be measured by the square yard for 19 the ground surface area actually covered. 20 21 2-12.5 Payment 22 23 (January 11, 2013 "�""**) 24 "Construction Geotextile for Underground Drainage", per square yard. 25 26 27 END OF DIVISION 2 28 29 City of Federal Way Special Provisions to the SYandard Specificafwns S 320th St at 20th Ave S Intersedion Imprmnts 69 February 2013 1 Division 4 2 Bases 3 4 4-04.4 Measurement 5 6 (January 91, 2013 **�'*"'`j 7 Permeable ballast will be measured by the ton. 8 9 Crushed surFacing base course will be measured by the ton. 10 11 4-04.5 Payment 12 13 (January 11, 2013 *"''*""`} 14 "Permeable Ballast", per ton. 15 16 "Crushed Surfacing Base Course", per ton. 17 18 19 END OF DIVISION 4 20 21 City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 70 February 2013 Ii ' i ' � ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4�4 45 46 47 48 49 Division 5 Surface Treatments and Pavements 5-04 Hot Mix Asphait 5-04.2 Materials Section 5-04.2 is supplemented with the following: (January 3, 2011 WSDOT GSP) ESAL's The number of ESAL's for the design and acceptance of the HMA shall be 10 million. 5-04.3 Construction Requirements 5-04.3(7) Preparation of Aggregates 5-04.3(7)A Mix Design (March 10, 2010 APWA GSP) Delete this section and replace it with the following; General. Prior to the production of HMA, the Contractor shall determine a design aggregate structure and asphalt binder content in accordance with WSDOT Standard Operating Procedure 732. . Once the design aggregate structure and asphalt binder content have been determined, the Contractor shall submit the HMA mix design on DOT form 350-042 demonstrating the design meets the requirements of Sections 9- 03.8(2) and 9-03.8(6). HMA accepted by nonstatistical evaluation requires a mix design verification. For HMA accepted by commercial evaluation only the first page of DOT form 350-042 and the percent of asphalt binder is required. In no case shatl the paving begin before the determination of anti-strip requirements has been made. Anti- strip requirements will be determined by: a. Testing by WSDOT in accordance with TM 718. b. Testing by Contractor in accordance with WSDOT TM 718. c. Historical aggregate source ant-strip use provided by WDOT. The mix design will be the initial Job Mix Formula (JMF) far the HMA being produced. Any additional adjus#ments to the JMF will require the approval of the Project Engineer and may be made per Section 9-03.8(7). 2. Mix Design Verification. Verification shall be accomplished by one of the following processes: a. Submit samples to WSDOT State Materials Lab for WSDOT verification testing in accordance with WSDOT Standard Specifications. b. The contracting agency will perform tests to verify the mix design in accordance with the Field Verification Testing Process. City of federal Way Special Provisions to the Sta�ard Specificatio�s S 320th St at 20th Ave S Intersection Imprmnts 71 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1� 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 c. Reference a mix design that has been previousfy verified by the Field Verification Testing Process or verified by WSDOT State Materials Lab on a previous project. d. Perform Field Verification Testing on a sample of HMA provided by the Contractor prior to paving. Mix design verification is valid for one year from the date of ver�cation. At the discretion of the Engineer, agencies may accept mix designs ver�ed beyond the verification year with cert�cation from the Contractor that the materials and sources are the same as those shown on the original mix design. 3. Field Verification Testing Process. The Contracting agency will callect three Production Samples of HMA on the first day of paving per AASHTO T 168 sampling procedures. a. The Contracting agency will test one Production Sample in accordance with section 5-04.3(8�4 for field verification per the requirements of Section 9-03.8(7). b. If the test results from the first Production Sample are within the tolerances of section 9-03.8(7), the mix design will be considered verified and the test results will be used as acceptance sample number one. c. If the test results from the first Production Sample are outside the tolerances of section 9-03.8(7), the other two samples will be tested and the results of all three tests will be used for acceptance in accordance with Section 5-04.5(1) and will be used in the calculation of the CPF the maximum CPF shall be 1.00. 4. Prior to the first day of paving, six Ignition Furnace Calibration Samples shall be obtained to calibrate the Ignition Furnaces used for acceptance testing of the HMA. Calibration samples shall be provided by the Contractor when directed by the Engineer. Calibration samples shall be prepared in accordance with WSDOT SOP 728. 5-04.3(8) Mixing 5-04.3(8)A Acceptance Sampling and Testing — HMA Mixture 5-04.3(8jA1 General (March 10, 2010 APWA GSP) Delete these sections and replace them with the following: Acceptance of HMA shail be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the cantract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted City of Federal Way Special Provisions to the Standard 5pecifications S 320th St at 20th Ave S Intersection Imprmnts 72 February 2013 , '�J ,� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 44 45 46 47 48 49 50 51 by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. Commercial HMA can be accepted by a contractor certification letter stating the material meets the HMA requirements defined in the contract. 5-04.3(8)A4, Definition of Sampling Lot and Sublot (March 10, 2010 APWA GSP) Delete this section and replace it with the following: For the purpose of acceptance sampling and testing, a lot is defined as the total guantity of material or work produced for each job mix formula (JMF) placed. Only one lot per mix design will be expected to occur. The initial JMF is defined in Section 5-04.3(7)A Mix Design. The Contractor may request a change in the JMF in accordance with Section 9-03.8(7). If the request is approved, all of the material produced up to the time of the change will be evaluated on the basis of tests on samples taken from that material and a new lot will begin. For proposal quantities less than 2500 tons sampling and testing for evaluation shall be performed as described in 5-04.3(7)A, item 3, Field Verification Testing Process. The verification sample referenced in item 3b may be used as an acceptance sample, additional testing will be at the discretion of the Engineer. When using a previously verified mix design, testing for volumetric properties may be waived at the engineer's discretion. At least one acceptance sample is required when using this method of acceptance. For proposal quantities greater than 2500 tons sampling and testing for evaluation shall be performed as described in 5-04.3(7)A, item 3, Field Verification Testing Process, for the first 2500 tons of mix placed. The verification sample referenced in item 3b may be used as an acceptance sample for the first 2500 tons of mix placed. Additional testing will be at the rate of one sample per 800 tons of mix placed or as directed by the Engineer. When using a previously verified mix design, testing for volumetric praperties may be waived at the engineer's discretion. 5-04.3(8)A5, Test Results (March 90, 2010 APWA GSP) Delete this section and replace it with the following: The Engineer will fumish the Contractor with a copy of the results of all acceptance testing perFormed in the field at the beginning of the next paving shift. The Engineer will also provide the Camposite Pay Factor (CPF} of the completed sublots after three sublots have been produced. The CPF will be provided by the midpoint of the next paving shift after sampting. Sublot sample test results (gradation and asphalt binder content) may be challenged by the Contractor. For HMA mixture accepted by statistical evaluation with a mix design that did not meet the verification tolerances, the test results in the test section including the percent air voids (Va) may be challenged. To chaltenge test results, the Contractor shall submit a written challenge within 7-calendar days after receipt of the specific test results. A split of the original acceptance sample will be sent for testing to either the Region Materials Laboratory or the State Materials Laboratory as determined by the Project Engineer. The split of the sample with challenged results will , City of Federal Way S 320th St at 20th Ave S Intersection tmprmnts , Specia� Provisions to the Standard Specifications 73 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 not be tested with the same equipment or by the same tester that ran the original acceptance test. The challenge sample will be tested for a complete gradation anafysis and for asphalt binder content. The results of the challenge sample will be compared to the original results of the acceptance sample test and evaluated according to the following criteria: Deviation U.S. No. 4 sieve and larger Percent passing t4.0 U.S. No. 8 sieve Percent passing t2.0 U.S. No. 200 sieve Percent passing t0.4 Asphalt binder Percent binder content t0.3 Va Percent Va t0.7 If the results of the challenge sample testing are within the allowable deviation established above for each parameter, the acceptance sample test results will be used for acceptance of the HMA. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $250 per challenge sample. If the results of the challenge sample testing are outside of any one parameter established above, the challenge sample will be used for acceptance of the HMA and the cost of testing will be the Contracting Agency's responsibility. 5-04.3(8)A7 Test Section — HMA Mixtures (Marci► 10, 2010 APWA GSP) Delete this section. 5-04.3(12) Joints Section 5-04.3(12) is supplemented with the following: (January 5, 2004 WSDOT GSP} The HMA overlay shall be feathered to produce a smooth riding connection to the existing pavement. HMA utilized in the construction of the feathered connections 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) Surtace Smoothness The second sentence of Section 5-04.3(13) is revised to read: (January 5, 2004 WSDOT GSP) The completed surface of the wearing course shatl nof vary more than 1!4 inch from the lower edge of a 10-foot straightedge placed on the surface parallel to centerline. 5-04.3(14) Planing Bituminous Pavement Section 5-04.3(14) is supplemented with the following: City of Federal Way Special Provisiorts to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 74 Febnxary 2013 � � , � L_J 1 2 3 4 5 6 7 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 (January 5, 2004 WSDOT GSP) The Contractor shail perform the pianing operations no more than 5 calendar days ahead of the time the planed area is to be paved with HMA, unless otherwise allowed by the Engineer in writing. (August 3, 2009 WSDOT GSP) Beveled Edge Planing A beveled edge shall be constructed in areas that wili not be paved during the same work shift. The Contractor shall use a beveled cutter on the mandrel of the planing equipment, a- other approved method(s), to eliminate the vertical edge(s}. The beveled edge(s) shall be constructed at a 4:1 slope. - 5-04.3(16) Weather Limitations The first sentence of Section 5-04.3(16) is revised to read: (August 3, 2009 WSDOT GSP) HMA for wearing course shall not be placed on any travelled way from October 15"' and through March 31S' of the following year without written approval from the Engineec (January 99, 2013 '**""") 5-04.3(22) Temporary Pavement Section 5-04.3(22) is added: Temporary pavement is required to open areas to traffic during construction. These areas include the voids created by the remoual of existing traffic islands and curbing, paving over excavated roadway and utility trenches to provide paved access to privafe properties, and ramps for property access during cement concrete approach construction. Temporary pavement shall be hot mix asphalt concrete pavement. All temporary paving shall be placed with a minimum thickness of 2 inches. All temporary paving shall be approved by the Engineer befare placement. Any areas of temporary pavement to be removed and replaced shall be approved by the Engineer before placement. This work shall also include the removal of the temporary pavement prior to paving of final asphalt concrete pavement. Temporary Pavement, Hot mix asphalt will be used for any trench restoration within the traveled way. Whether temporary or permanent, saw cut and treat edges with CSS-1 asphalt emulsion and apply a minimum 3-inch pavement depth or match existing, whichever is greater. Also, fitl voids created by the removal of existing traffic islands and curbing, paving over excavated roadway to temporary access to adjacent properties, and ramps for property access during concrete approach construction. Temporary Pavement, cold mix asphalt is allowed for any temporary paving outside the traveled way. The cold mix shall be approved by the Engineer and placed in a 2-inch minimum thickness. Placement of temporary pavement without prior approval of the City of Federal Way Special Provisions to the Standard Specifica6ons S 320th St at 20th Ave S Intersection Imprmnts 75 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Engineer shall be considered as a benefit of the Contractor and no cost to the owner. Any areas of temporary pavement to be removed and replaced require prior approval by the Engineer_ This work shall include the removal of the temporary pavement prior to paving of final asphalt concrete pavement. 5-04.4 Measurement Section 5-04.4 is supplemented with the following: (September 5, 2006 WSDOT GSP) No specific unit of ineasurement will apply to the calculated item of asphalt cost price adjustment. (January 11, 2013 **""*") Temporary pavement will be measured by the ton of material actually placed, with no deduction being made for the weight of liquid asphalt, blending sand, mineral filler, or any other component of the mixture. Planing Bituminous Pavement will be measured by the square yard. HMA CI. '/2 In. PG 64-22 will be measured by the ton. HMA CI. 1 In. PG 64-22 will be measured by the ton. 5-04.5 Payment Sectior� 5-04.5 is supplemented with the following: (September 8, 2008 WSDOT GSP) Asphalt Cost Price Adjustment The Contracting Agency will make an Asphalt Cost Price Adjustment, either a credit or a payment, for qualifying changes in the reference cost of asphalt bindec The adjustment will be apptied to partial payments made according to Section 1-09.9 for the following bid items when they are included in the proposal: "HMA CI. PG " "HMA for Approach CI. PG " °HMAfor Preleveling CI. _ PG " "HMA for Pavement Repair CI. _ PG _" "Commercial HMA" The adjustment is not a guararrtee of full compensation for changes in the cost of asphalt binder. The Contracting Agency does not guarantee that asphalt binder will be available at the reference cost. The Contracting P�qency will establish the asphalt binder reference cost twice each month and post the information on the Agency website at: http://www.wsdot.wa.caov/biz/construction/Asphalt{ndex. cfm City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S IMersection Imprmnts 76 February 2013 ' I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2i 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 The reference cost will be determined using posted prices furnished by Poten & Partners, Inc. If the selected price source ceases to be available for any reason, then the Contracting Agency will select a substitute price source to establish the reference cost. The base cost established for this contract is the reference cost posted on the /�qency website for the period immediately preceding the bid opening date. Adjustments will be based on the most current reference cost for Western Washington or Eastern Washington as posted on the Agency website, depending on where the work is performed. For work completed after alf authorized working days are used, the adjustment will be based on the posted reference cost during which contract time was exhausted. The adjustment will be calculated as follows: No adjustment will be made if the reference cosf is within 5% of the base cost. lf the reference cost is greater than or equal to 105% of the base cost, then Adjustment =(Current Reference Cost —(1.05 x Base Cost)) x(Q x 0.056). If the reference cost is less than or equal to 95% of the base cost, then Adjustment =(Current Reference Cost —(0.95 x Base Cost)) x(Q x 0.056). Where Q= tota! tons of all classes of HMA paid in the current month's progress payment. "Asphalt Cost Price Adjustment", by calculation. °Asphalt Cost Price Adjustment" will be calculated and paid for as described in this section. For the purpose of providing a common proposal for all bidders, fhe Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. (January 11, 2013 ""*'**) "Temporary Pavement", per ton. "Planing Bituminous Pavement°, per square yard. "HMA CI. 1/2 In. PG 64-22", per ton. "HMA CI. 1 In. PG 64-22°, per ton. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Impm►nts 77 Febn�ary 2d13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 5-04.5(1)A Price Adjustments for Quatity of HMA Mixture (March 10, 2010 APWA GSP) Delete the first paragraph and fable and replaced them with the foilowing: Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1-062 using the following price adjustment factors: Table of Price Adjustment Factors Constituerrt All aggregate passing: 1 ��2n� 1�, 3/<", 'h", 3/8" and No. 4 sieves All aggregate passing No. 8 All aggregate passing No. 200 �sieve Asphalt binder Factor "f' 2 15 20 52 Delete ifems 1-3 in Paragraph two and replaced with the following: A pay factor will be calculated for sieves listed in Section 9-03.8(7) for the class of HMA and for the asphalt binder. 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatisical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the nonstatistical acceptance tolerance limits in Section 9-03.8(7)i the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF_ The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. 2. Commercial Evaluation. tf sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the commercial acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated to determine the appropriate CPF. The commerciat tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samptes of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA produced under Nonstatis#ical or Cammercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of the mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor witl be considered 1.00 in calculating the composite pay factor. 5-04.5(1)B Price Adjustments for Quality of HMA Compaction C'tty of Federal Way Special Provisions to the Standard Specificafions S 320th St at 20th Ave S Intersection Imprmnts 78 Febnaary 2013 1 (March 10, 2010APWA GSP) 2 3 Delete this section and replace it with the following: 4 5 The maximum CPF of a compaction lot is 1.00 6 7 For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming 8 Compaction Factor (NCCF) will be determined. THE NCCF equals the algebraic 9 difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment 10 will be calculated as the product of the NCCF, the quantity of HMA in the lot in tons and the 11 unit contract price per ton of the mix. 12 13 END OF DIVISlON 5 14 City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 79 February 2013 1 2 3 4 5 7-01 Drains 6 7 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Division 7 Drainage Structu�es, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits 7-01.1 Description Section 7-01.1 is supplemented with the following: (January 19, 2013 ****"") This work consists of reconnecting existing roof leaders, underdrains and footing drains from adjacent development or buildings to the nearest catch basin or suitable outFall point. 7-01.4 Measurement Section 7-01.4 is supplemenfed with the following: (January 11, 2013 "*"*'*) No specific unit of ineasurement applies to the bid item "Reconnect Existing Misc. Drain". 7-01.5 Payment Section 7-01.5 is supplemented with the following: (January 19, 2013 "'""""`) "Reconnect Existing Misc. Drain" shall be paid per force account and shall include all labor, tools, equipment, and materials necessary to re-establish miscellaneous drainage connections from existing roof leaders, underdrains and footing drains to suitable outfall point. Connections shall be made to the nearest catch basin as indicated on the plans or as approved by the Engineer. "Underdrain Pipe 6 In. Diam.", per linear foot. 7-04 Storm Sewers 7-04.2 Materials Section 7-04.2 is supplemented with the following: (January 91, 2013 **"*"') Storm sewer used in this project includes reinforced concrete storm sewer pipe, polyvinyl chloride (PVC) storm sewer pipe, and ductile iron storm sewer pipe as called for in the Contract Plans. Pipe material, gaskets, and couplings shall be in accardance with applicable sections of the Standard Specifications and as modified in these special provisions. The Contractor shall require the pipe supptiers to furnish certificates signed by their authorized representatives stating the specifications to which the materials or products were manufactured. Certificates indicating non-conformance with these Specifications shall be sufficient evidence for rejection. Approval of certificates shall be considered only as tentative acceptance of the materials or products, and such action by the Engineer will not relieve the Contractor of its responsibility to perform field tests and to replace or repair faulty materials, equipment, and/or workmanship. City of Federal Way Special Provisions to the Standard Specifications S 320th St ai 20th Ave S Intersection Imprmnts 80 February 2013 it �t J ' I ' � � �� � ' � ' ' L�'' L1 �I � 2 3 4 5 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Ductile iron storm sewer pipe shall conform to the requirements of 9-05.13 7-04.3 Construction Requirements Section 7-04.3 is supplemented with the following: (January 11, 2013 '`***''*) Pipe Fittings: All fittings shall be of the same material and class as the pipe. Pipe Joints: All concrete pipe joints shall be rubber gasketed. Existing storm sewer facilities: The Contractor shall field verify the iocation of existing storm sewer facilities. 7-04.3(1) Cleaning and Testing Section 7-04.3(1) is supplemented with the following: (January 11, 2093 *"***") 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, the storm sewers will be inspected by the Engineer. 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. Should high groundwater conditions be encountered, the completed storm sewers may be required to be infiltration tested. lnfiltration testing shall be utilized only when ordered by the Engineer. 7-04.3(2) Coordination with Utilify Companies Section 7-04.3(2} is added: (January 11, 2013 *"****) It is anticipated that minor ve�tical adjustments wili need to be made by the utility companies to avoid the proposed storm drainage system. Known relocations have been shown on the Plans to be performed "by others". The Contractor shall idenfify any additional utility crossings that may conflict with the storm drainage system. 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 Se�tion 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 c�ews. � City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts ' Special Provisions to the Standard Specifications g1 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 � 35 36 37 38 39 40 41 42 44 45 46 47 48 49 50 Coordination with utility companies shall be considered incidental to the Contract and no additional compensation will be made. 7-04.4 Measurement Section 7-04.4 is supplemented with the following: (January 91, 2093 "*****) CI. V Reinf. Conc. Storm Sewer Pipe 121n. Diam. will be measured per linear foai. CI. IV Reinf. Conc. Storm Sewer Pipe 15 In. Diam. will be measured per linear f�t. CI. IV Reinf. Conc. Storm Sewer Pipe 18 In. Diam. will be measured per linear foot. Ductile Iron Storm Sewer Pipe 12 In. Diam. will be measured per linear foot. Testing Storm Sewer Pipe will be measured per linear foot. Pipe zone bedding and compaction of the pipe trench backfill wilt not be measured. 7-04.5 Payment Section 7-04.5 is supplemented with the following: (January 91, 2013 *""***) "CI. V Reinf. Conc. Storrn Sewer Pipe 12 In. Diam.", per linear foot. "CI. !V Reinf. Conc. Storm Sewer Pipe 15 In. Diam.", per linear foot. "CI. IV Reinf. Conc. Storm Sewer Pipe 18 In. Diam.", per linear foot. "Ductile Iron Storm Sewer Pipe 12 In. Diam.", per linear foot. "Testing Storm Sewer Pipe", per linear foot. Pipe bedding and compaction of the trench shall not be measured or paid for separately, but will be considerecf incidental to the pipe. The unit contract price per (inear foot of storm sewer pipe of the kind and size specified shall be full pay for fumishing all labor, tools, equipment, and materials necessary for its complete installation, including removal of existing storm sewer pipe, dewatering (if required), laying pipe, pipe bedding, backfill (with native material), compaction, locating tracer wire, connection to new or existing storm sewers or drainage structures, appurtenances such as tees, pipe coflars, and other items, or structures, surtace 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. The cost of adjusting location, inverts, securing new and existing storm sewers or structures, where shown an the Plans, shall be incidental to the other various bid items in the Contract and no further compensation will be made. Gravel Borrow for Trench Backfill Including Haul shall be used and paid for under Section 2-09 in these Special Provisions. 7-05 Manholes, Inlets, Catch Basins, and Dryweils 7-05.1 Description Section 7-05.1 is supplemented with the following: (January 11, 2013 *"*""`*) !n the first paragraph, replace "Standard Plans" with "City of Federal Way Standard Drawings". City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 82 February 2013 J l__J ' ' �I ' � I � � � ��I ' � � 1 u 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Manholes 48-1n Diameter Type 3, 60-In Diameter Type 3, and 72-in Diameter Ty{se 3 shall be constructed in conformance with City of Federal Way Standard Drawing 4-3 except the size shall be as indicated. Where shown on the plans and as detailed, or as designated by the Engineer, the Contractor shall adjust catch basins to grade, install solid cover and frame on existing catch basin, install round locking solid cover on existing catch basins, install heavy duty manhole frame and lids, and install through curb inlets with vertical curb. Vaned grates and associated frame (Federal Way Drawings No. 4-10 and 4-6) shall be used for all catch basins located along curb lines unless otherwise noted in the plans. Where Through Curb inlets are identified, Federal Way Drawings No. 4-8 and 4-9 and 4-10, with bi-directional vaned grates shall be used 7-05.3 Construction Requirements Section 7-05.3 is supplemented with the following: (January 11, 2013 *""'*"") 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 shalt be plastered to a depth of 3/4 inch on the outer surface. Catch basin covers shall be adjusted to the elevation shown in the plans or as designated by the Engineer. A locking vaned grate and associated frame shall be installed on manholes and catch basins focated where they wilf accept runoff. Bi-directional locking vaned grates shall be installed at a{I roadway sag locations and at low points along curb returns. (Reference City of Federal Way Standard Drawings No. 4-10 for standard vaned grate and 4-6 for standard frame). All structures not receiving surface runoff shall include round solid locking lids; except rectangular solid locking lids shall be used where directed by the Engineer. Catch basins shall include conversion risers per plan detail to accommodate round lids where indicated in the plans or directed by the Engineer. All structures, new or existing, located within the proposed wheel path shall utilize heavy duty round solid locking lids. A solid locking manhole cover and associated frame shall be installed on manholes and catch basins where they will not accept concentrated runoff and are not located where a heavy duty lid is specified. (Reference City of Federal Way Standard Drawings No. 4-12 for solid cover and 4-13 for standard frame). 7-05.3(1) Adjusfing Manholes, Valves and Cafch Basins to Grade Section 7-05.3(1) is supplemented with the following: (January 11, 2013 ""�"*") Manholes, vafves, 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 a neat rectangular shape for catch basins in accordance with City City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 83 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 44 45 46 47 48 49 50 59 Standard Drawing 3-55. The edge of the cut shail be 1.5 feet from the outside edge of the cast iron frame of the structure. The base materials and crushed rock shali be removed. The manhole and catch basin frames shall be lifted and reset to the final grade, plumb to the roadway, and shall remain operational and accessible. Pavement shalf be Commercial HMA placed in accordance with City Standard Drawing 3-55. The Contractor shall adjust the manholes and catch basins with pre-cast grade rings and mortar, or with rubber adjustment riser 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 secured to structure permanently. The edges of the removed asphalt pavement, and the outer edge of the reset frame shall be painted with asphalt for tack coat. Commercial Hot Mix Asphalt top course shall then be placed and properly compacted to finished grade. The Hot Mix Asphalt (HMA) top course shall meet the requirements of Section 5-04 of the Standard Specifications. The joint between the patch and existing pavement shall then be painted with asphalt for tack coat and immediately covered with dry paving sand before the asphalt for tack coat solidifies. Junction boxes shalf be adjusted to the final grade of surrounding finished surface. Conduits and wiring entering the junction box shall be sufficiently exposed to allow the box to be adjusted. 7-05.3(2) Abandon Existing Manholes Section 7-05.3(2) is supplemented with the following: The requirements of this section shall also apply to abandoning existing catch basins. Abandonment of existing catch basins shall be conducted in such a manner to prevent damage to surrounding facilities including any existing storm drainage, sanitary sewer, electrical conduits or other facilities to remain_ All remaining facilities including storrn drainage, sanitary sewer and electrical conduits damaged due to the Contractors operations shall be replaced by the Contractor to the satisfaction of the Engineer at no additional cost to the Contracting Agency. Backfilling of catch basins to be abandoned and replaced shall not be performed until the new catch basin is installed in accordance with Section 7-05 of the Standard Spec�cations as modified by amendment or special provision. All labor and equipment required to backfill the catch basins shall be considered incidental to the construction and installation of the stoRn drain and catch basin. Backfilling of catch basins to be abandoned shall be done with Gravel Borrow for Trench Backfill tncl Haul and paid for per the unit contract price. 7-05.3(3) Connections to Existing Manholes Section 7-05.3(3) is supplemented with the following: (January 11, 2093 "*""""') The requirements of this section shall also apply to connections to existing catch basins. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 84 February 2013 �r �� , r ' i ' ' � � � LJ ' � � I� ' 1 2 3 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 (January 11, 2013 "**�`*") 7-05.3(6) Round Locking Solid Cover Section 7-05.3(6) is added: Remove existing frame and grate and provide new frame with round solid locking cover in accordance with the requirements of Section 7-05.3, Federal Way Standard Drawing 4-12 Locking Manhole Cover, 4-13 Locking Manhole Frame, and the detail shown in the plans. (January 11, 2093 "**"*") 7-05.3(7) Through Curb fnlet Frame and Grate with Verfical Curb Section 7-05.3(7) is added: Provide th�ough curb inlet frame and grate with vertical curb on new catch basin in accordance with the requirements of section 7-05.3 and Federal Way Standard Drawings 4- 8 and 4-9. Through curb inlet frame and grates located at low points along the curb shall be installed with a bidirectional vaned grate. 7-05.3(9) Connection to Existing Pipe Section 7-05.3(9) is added: The contractor shall connect (or reconnect) existing pipes to the new manholes or catch basins without disturbing flow from upstream or downstream locations. All costs associated with this wrork shall be inc{uded in the unit contract prices for the related items of work, where the related items of work are defined as the closest drainage item for which a pay item is provided. 7-05.3(10) Heavy Dufy Manhole Frame and Cover Section 7-05.3(10) is added: Provide "Heavy Duty Manhole Frame and Cover", in accordance with the requirements of Section 7-05.3 and manufacturer installation instructions, for drainage structures in the traveled roadway as identified in the plans. Provide a rectangular to round conversion riser where required. The Heavy Duty Manhole Frame and Cover shall be manufactured from ductile iron. Covers shall be hinged and incorporate a 90-degree blacking system to prevent accidental closure and come camplete with hinge infiltration piug. The lid shall be operable by one person using standard tools and capable of withstanding a test load of 80,00� 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 ftame 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. (Local distributor: HD Fowler located at 13440 S.E. 30th Street Bellevue, WA 98005, Email sales@hdfowler.com or phone at: 425-746-8400. 46 Rectangutar to round conversion risers shall be considered incidental to "Heavy Duty 47 Manhole Frame and Cover" and will not be measured for separate payment. City of Federal Way Special Provisions to the Standard 5pecifications S 320th St at 20th Ave S Intersection Imprmnts 85 February 2013 2 3 4 b 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 7-05.4 Measurement Section 7-05.4 is supplemented with the following: (January 11, 2013 "**""*) Catch Basin Type 1 wili be measured per each. Catch Basin Type 2 481n. Diam. will be measured per each. Connections to existing drainage Structures wilt be measured per each. Adjust Catch Basin to Grade will be measured per each. Adjusf Utility Manhole to Grade will be measured per each. Round Locking Solid Cover, will be measured per each. "Heavy Duty Manhole Frame and Cover" will be measured per each. Thraugh Curb Inlet Frame and Grate with Vertical Curb will be measured per each. "Replace Existing Grate with Vaned Grate" will be measured per each. 7-05.5 Payment Section 7-05.5 is supplemented with the following: (January 19, 2093 *****") "Catch Basin Type 1", per each. "Catch Basin Type 2 48 In. Diam.", per each. "Connection to Existing Drainage Structure", per each. °Adjust Catch Basin to Grade", per each "Adjust Utility Manhole to Grade", per each "Round Lodcing Solid Cover", per each �Heavy Duty Manhole Frame and Cover" per each. "Through Curb Inlet Frame and Grate with Vertical Curb", per each "Replace Existing Grate with Vaned Grate" per each. The unit contract price per each for the items listed shall be full pay for furnishing all labor, tools, equipment, and materials necessary to complete each unit according to the Plans and Specifications. This includes all pavement removal and disposal, excavation, dewatering (if required), connections to existing pipe, foundation material, bedding, backfill, compaction, surface restoration, testing, and fumishing and placing of all accessories such as cast iron rings, traps, steps, grating, or�ce plates, gate valves, flanges, structure conversion risers, and other items. 7-07 Cleaning Existing Drainage Structures 7-07.4 Measurement Section 7-07.4 is supplemented with the following: (January 11, 2013 "`*""") No specific unit of ineasurement will apply for the lump sum item of cleaning existing drainage structures. 7-07.5 Payment Section 7-07.5 is supplemented with the following: City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 86 February 2013 i� i� li � �i , ,�� �I `J r-, �I i� � ' ' ' � � 1 , ' , 2 4 5 6 7 8 9 10 11 12 13 14 15 16 't 7 18 19 2D 21 22 23 24 25 26 27 28 29 30 32 34 35 36 37 38 39 40 41 42 44 45 46 47 48 49 (January 11, 2Q93 ***""*) "Cieaning Existing Drainage Structuren, lump sum. 7-08 General Pipe Instailation Requirements 7-08.3 Construction Requirements Section 7-08.3 is supplemented with the following: (January 91, 2013 "*****) The Contractor may encounter groundwater in trench excavation depending on trench depth. The Contractor shall not dewater the excavation with wells or well points but shall keep the excavated trench free of water during pipe installation. This may be done with sheet piling and pumping within the excavation. The Contractor shall assess the situation and develop a plan to accommodate construction in groundwater. The Contractor shall be solely responsible for this groundwater/trench excavation control plan. All costs related to trench dewatering shall be included in the related items of work. 7-08.3(3} Backirlling Section 7-08.3(3) is supplemented with the following: (January 99, 2013 *"`**"*) 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 shall not be damaged by impact or overloading. All backfill for pipe trenches shall be mechanically compacted by a power operateci mechanical tamper(s} as specified in Sections 7-08.3(3) of the Standard Spec�cafions or other mechanical compaction device approved by the Engineer. If there is an excess of acceptable backfill material obtained from trench excavation at one location on the project, it shall be used at other locations on the project as directed by the Engineer. The cost of transporting the excess backfill material shall be considered incidental to Structure Excavatian Class B Incl Haul. Controlled Density Fill (CDF), per Special Provision 2-09.3(1)E, shall be placed where depicted in the plans, and where authorized by the Engineer, as described in these specifications. When CDF is to be placed within a pipe to be abandoned in place, the pipe interior shafl be uniformly pre-wet to allow for uniform placement. Placement within pipes shall be performed from the lowest point when practicable, otherwise sufficient vent holes shall be constructed by the Contractor, at no additional cost, to ensu�e void- free placement. Prior to filling the pipe, the downstream end of pipe shall pumped dry and fitted with a temporary plug that does not move and fully contains the CDF during placement, when necessary. The temporary plug shall be removed after adequate CDF strength has been attained. Pipes shall not be abandoned and filled where they are needed to convey offsite or project stormwater until after the permanent drainage system has been completed and sediment generating project a�tivities have been completed. City ot Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 87 February 2093 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 7-08.4 Measurement Section 7-08.4 is supplemented with the following: (January 11, 2013 **"*''*) Gravel backfill for pipe zone bedding shall be measured by the cubic yard, including haul, as specified in Section 2-09. 7-08.5 Payment Section 7-08.5 is supplemented with the following: (January 19, 2013 """*'"`) "Gravel Backfill for Pipe Zone Bedding", per cubic yard. (January 11, 2013 *"""*") 7-20 Catch Basin Insert Section 7-20 is added: 7 20.1 Description This work shall consist of providing and installing Catch Basin Inserts for Spill Control within Catch Basins in accordance with these specifications and the contract plans. 7-20.2 Materials Materials shall meet the following requirements: Catch Basin Inserts for Spi�l Control shall be delivered to the project site prepackaged in new condition and shall meet the requirements of section 6.6.1 of the King County Surface Water Design Manual. One complete replacement filter media assembly shall be provided for each unit installed and delivered to the Contracting Agencies maintenance facility. Contact 253-835-2755 to provide a minimum of two working days advance notice to coordinate delivery. Catch Basin Inserts for Spill Control snall be manufactured by the following, or equal, as approved by the Engineer: 1 2 3. FlexstormT'" Catch Basin Insert with PCP filter bag and MyCelx Skimmer pouch by tnlet 8� Pipe Protection, Ine., distributed by Hancor, Inc. : www inletfilters.com, 253.255.6302; Fax 866.867.7856. AbTechT"" Filtration System by AbTech Industries, distributed by AbTech lndustries Inc., www. AbTechlndustries.com, 1.800.545.8999. FloGard +Plus by Kristar Enterprises, Inc., distributed by HD Fowler, www.Kristar.com, 1.800.579.8619, Fax 707.524.8186. 7-20.3 Construction Requirements Catch Basin Inserts shall be installed per manufacturer's instructions after contributing drainage areas has been paved and surrounding areas have been stabilized. If any City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 88 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Catch Basin Insert is significantly contaminated prior to achieving project Substantial Completion, it shall be replaced at no cost to the Contracting Agency. The same brand of Catch Basin Insert shall be installed at any one intersection. 7-20.4 Measurement "Catch Basin Inserts for Spill ControlH shall be measured per each. 7-20.5 Payment Payment for "Catch Basin Inserts for Spill Control" shal! be per each in accordance with the bid proposal for furnishing all labor, tools, equipment and materials necessary to complete each unit according to the Plans and Specifications, including submittals. END OF DIViSION 7 City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection fmprmnts 89 February 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 8-01 8-01.3 8-01.3(9) Division 8 Misceilaneous Construction Erosion Control and Water Pollution Control Construction Requirements Generai Section &01.3(1) is supplemented with the following: (January 11, 2013 *""""'') Offsite Stormwater Stormwater is known to enter the project site at the following locations: From the northwest on S 320"' St at STA `M' 14+00, 41' LT From the north at STA `P' 10+77, 21' LT From the north at STA'M' 21+00, 40' LT From the north at STA `M' 22+64, 41' LT From the north at STA `M' 23+71, 41' LT From the South at STA'M' 19+46, 64' RT From the South at STA `M' 20+g0, 62.5' RT From the East at STA `M' 24+55, 60' RT The Contractor shall, prior to disruption of the normal water course, intercept the offsite stormwater and pipe it either through or around the project site in such a manner that it is not combined with onsite stormwater and it is discharged at its pre-construction outfall point in such a manner that there is no increase in erosion below the site. The method for perForming this work shall be included in the Contractor's temporary erosion control plan. (January 19, 2013 **�"") 8-01.3(1)A Submittals Section 8-01.3(1)A is supplemented with the foAowing: Prior ta beginning any concrete or grinding work, the Contractor shall submit a plan, for the Engineer's review and approval, outlining the procedures to be used to prevent high pH stormwater or dewatering water from entering surtace waters. The plan shall include how the pH of the water will be maintained befinreen pH 6.5 and pH 8.5 prior to being discharged from the project or entering surface waters. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 90 February 2013 �J , i � ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 8-01.4 Measurement Section 8-01.4 is supplemented with the following: (January 99, 2013 *"***") Inlet protection will be measured per each for each initial installation at a drainage structure. 8-01.5 Payment Section 8-01.5 is supplemented with the following: (January 11, 2013 """***) "Inlet Protection", per each. (April 3, 2006 WSDOT GSP) 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 8-02.1 Description Section 8-02.1 is supplemented with the following: (January 19, 2093 *'"""`*") This work also consists of furnishing and placing topsoil, compost mulch, and soil amendments, and furnishing and planting container plants, balled and burlapped plants, seeded lawn installation, controlling weeds, and performing plant establishment maintenance in accordance with these Specifications and as shown in the Plans or as directed by the Engineer. Trees, shrubs, and seeded lawn will hereinafter be referred to be referred to collectively as "plants" or "plani material". Plant material quantity, size and condition, and spacing shall be as indicated in the Plans or these Special Provisions. All landscape work shall be performed by a licensed Landscaping Contractor registered in the State of Washington. Landscaping shalt be performed as shown on the Plans, in accordance with the 2012 Standard Specifications, the latest edition of the American Association of Nurseryman (the A.A.N. Standard) and these Special Provisions. The Contractor must be experienced in landscape work of the highest quality and have facilities and personnel adequate far the work specifed. The Contractor shall be acquainted with all other �work related to site improvements and other work which might affect preparation for or installation of planting. The Contractor must be familiar with the A.A.N. Standard. This work also includes furnishing and installing root barriers and tree grates. City of Federal Way Special Provisions to the Standard Specifica6ons S 320th St at 20th Ave S IMersection Imprmnts 91 February 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 8-02.2 8-02.3 Materiats Section 8-02.2 is also supplemented with the following: (January 11, 2013 *"`�*') Cast Iron Tree Grate: The Contractor shall provide 4-foot x 6-foot Kiva tree grate as indicated in the City Standard Details, and as manufactured by Urban Accessories, Tacoma, Washington, 877-487-0488, www.urbanaccessories.com, or approved equal. Root Barrier: 18-inch hiqh, minimum thickness 0.090-inch. interlockinq root barrier panels constructed of hiqh-impact polvpropylene with'/�-inch reinforcinq ribs. Construction Requirements 8-02.3(5) Planting Area Preparation Section 8-02.3(5) is suppfemented with the following: (January 91, 2013 ******) Topsoil shall not be placed when the ground or topsoil is frozen, excessively wet or, in the opinion of the Engineer, in a condition detrimental to the work. Subqrades: Contractor shall establish subgrades at a depth sufficient for the specified depth of topsoil. Establish subgrades during dry soil conditions immediately prior to topsoil placement to avoid construction activity compaction. Rem�ve and dispose of vegetation, crushed rock, excess asphalt, surface irrigation components not to remain, excess material, construction waste debris, and rock as required to create subgrades. Eradicate any surface vegetation rooted in the subgrade. Thoroughly scarify and rip all compacted subgrades during dry conditions prior to topsoil placement to a depth of 6 inches. Remove all surface rocks, vegetation and/or debris larger than 3 inches. Upon approval of subgrades by the Engineer, place a minimum of 4 inches of Topsoil A over subgrades in all on-grade new planting areas and cultivate into top 6 inches of subgrade. Remove all rock, roots, vegetation and debris farger than 1 inch and lightly compact with a roller. Place an additional minimum of 6 inches of Topsoil A as a top dressing over amended subgrade. Cultivate in amendments. Lightly compact with a roller and then add additional topsoil if required to meet finish elevations. All new grades shall produce positive drainage. Rake and compact with a roller to create smooth grade transitions. Finish Gradinq: Finish elevation shall be defined as 2 inches below curbs, walls, walks, and/or other adjacent hardscape for all planting beds and 1 inch below curbs, walks and/or other adjacent hardscape for all lawn areas. Finish elevation refers to grades prior to installation of mulch or lawn. For planting areas that become compacted due to construction use, such as staging areas and access roads, the Contractor shall loosen and cultivate to a minimum depth of 12 inches prior to planting operations. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 92 February 2013 ' � � , � ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 44 45 46 No cultivation shall occur in areas within the drip line of existing vegetation scheduled to remain. Landscape areas shall be brought to a uniform finished grade with the root zone flush with the top of curbs and sidewalks in lawn areas, and the top of the mulch flush with the top of curbs and sidewalk in planting areas. Topsoil shall not be placed until the Engineer has approved the planting area subgrade. 8-02.3(8j Planting Section 8-02.3(8) is supplemented with the following: (January 11, 2013 **"**") Use loosened and reptaced compacted mineral native soil without organics under tree rootball. Use topsoi! on sides of tree rootball only. Use full depth of topsoil for shrubs and groundcovers. Trees shal{ 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 and shrubs 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 plarrt tablets and stakes 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) backfil{ed, 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. Root Barrier: The Contractor shall assemble and install root barrier in accordance with manufacturer's requirements and per CityStandard Detail 3-29 and Detail3- 31. Tree Grate: The Contractor shafl assemb(e and install tree grate in accordance with manufacturer's requirements and per City Standard Detail 3-31. The Contractor shall apply 3 inches of pea gravel flush with bottom of tree grates in tree wells per City Standard Detail 3-31. 47 48 8-02.3(10) Fertilizers 49 � Section 8-02.3(10) is supplemented with the following: 50 City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S{ntersection Imprmnts 93 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 (January 11, 2013 �***"*) Trees and shrubs shall be fertitized at a rate according to manufa�turer's recommendations. The Contractor shall use (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: (January 11, 2093 "*""*") The Contractor shall apply 3 inches of barlc mulch in all new planting a�eas indicated in the P{ans not indicated as seeded lawn. Bark or wood chip mulch shall not be placed in areas of standing or flowing water. 8-02.3(13) Plant Establishment Section 8-02.3(13) is supplemented with the following: (January 11, 2013 **'`*"") Plant establishment shall consist of insuring resumption and continued growth of al{ planted material including trees, shrubs, ground cover, lawn sod 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. 8-02.3(16) Lawn Installation Section 8-02.3(16) is supplemented with the following: (January 91, 2013 """""'*) The Cantractor shall furnish and install a seeded lawn mix (or approved equal) and rate of application as follows: Mixture Composition Percent of Mix Perennial Ryegrass 70.0% Creeainq Red Fescue 30.0% 100% Furnish and install at a rate of 7 Ibs of seed mix per 1,000 square feet Lawn shall be fertilized at a rate according to manufacturer's recommendations. The Contractor shall appty fertilizer at a rate of 1.5 pounds of nitrogen per 1,000 square feet. 8-02.4 Measurement The first paragraph of Section &02.4 is revised as follows: (January 11, 2013 "**'""') Topsoil, bark or wood chip mulch, and soil amendments will be measured by the cubic yard in the haul conveyance at the point of delivery. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 94 February 2013 1 2 3 4 5 6 7 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Section 8-02.4 is supplemented with the following: (January 19, 2013 "*****) Tree grates, including frame, anchors, and pea gravel mulch, will be measured per each. Root barrier will be measured per linear foot_ Topsoil, mulch, and soil amendments will be measured by the cubic yard in the haul conveyance at the point of delivery. Seeded lawn will be measured along the ground slope and computed in square yards of actual lawn completed, established, and accepted. 8-02.5 Payment Section 8-02.5 is supplemented with the following: (January 11, 2013 '`'`**'`*) "Tree grates", per each. The unit price per each shall be full pay for furnishing and installing tree grates "Root barrier", per linear foot. The unit price per linear foot shall be full pay for furnishing and installing root barrier. "PSIPE Acer Rubrum "Red Sunset" Maple 2'/2" Cal", per each "PSfPE Prunus Laurocerasus "Otto Luyken" 5 gallon container", per each The unit contract price per each for "PSIPE shall also include all, fertilizer, tree stakes, and establishment as shown in the plans and called for in the Cantract specifications. "Seeded �awn Installation", per square yard The unit contract price per each "Seeded Lawn Installation" shall also include all soil preparation, fertilizer, establishment, and mowing as called for in the Contract specifications. "Topsoil Type A", per cubic yard. The unit contract price per cubic yard for "Topsoil Type A" shall be full pay for providing the source of material for topsoil Type A, for pre-excavation weed control, excavating, loading, hauling, intermediaie windrowing, siockpiling, weed control on stockpiles or windows, and removal, placing, spreading, processing, cultivating, and compacting topsoil Type A. "Bark or Wood Chip Mulch°, per cubic yard. The unit Contract price per cubic yard for "Bark or Wood Chip Mulch" shall be full pay for fumishing and spreading the mulch onto the existing soil. 8-03 Irrigation Systems 8-03.3 Construction Requirements Se�tion 8-Q3.3 is supplemented with the following: City of Federal Way Special Provisions to the Standard Specificafrons S 320th St at 20th Ave S Intersection Imprmnts 95 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 (January 19, 2013 "*"*''"`) Contractor shall modify and extend existing public roadway irrigation system to provide irrigation coverage to newly planted trees and shrubs per plans. Contractor shall review as-built drawings prior to start of work and coordinate irrigation modifications and internaptions with Engineer. Provide working irrigation per plans and City standards. Public irrigation systems that have been damaged during construction activities shall be repaired within 5 working days. The Contractor shall be liable for any damage due to irrigation facilities damaged by his operations and shall repair such damaged facilities to an "equal or better than" original condition. Private sprinkler irrigation systems found to encroach within the limits of improvements shall be modified as necessary to remove the encroachment and to ensure satisfactory operation of the remaining system. The Contractor shall ensure that existing private systems remain in operation during the construction of this project. The Contractor shalt furnish temporary water to disconnected existing irrigation systems. Private irrigation systems that have been damaged during construction activities shall be repaired within 5 working days. The Contractor shall be liable for any damage due to irrigation facilities damaged by his operations and shall repair such damaged facilities to an "equal or better than" original condition. This work will include, but not be limited to, cutting and capping existing pipe, relocating existing risers and sprinkler heads new pipe heads and connections, and testing of the system. Payment will be included in the unit bid item price for Repair Existing Irrigation Sysfem per Section 8-03 these Standard Specifications. 8-03.4 Measurement (January 11, 2013 '`*'"**") No unit of ineasure shall apply to the lump sum price for irrigation system. No measurement will be made for repair and restoration of private irrigation. 8-03.5 Payment (January 19, 2093 **"**") "Irrigation System„, lump sum. "Repair and Restoration of Private Irrigation, force account. 8-04 Curbs, Gutters, And Spi{Iways (January 19, 2013 ****"") 8-04.3 Construction Requirements Section &04.3 is supplemented with the following: 8-04.3(3) Painting of Curbs Section 8-04.3(3} is added as follows: When shown on the plans, concrete curbing shall be painted with two full coats of Paint formula No. H-2-83 or H-3-83 as shown on the plans or directed by the Engineer. The paint can be applied by brush or spray. 8-04.4 Measurement - Section 8-04.4 is supplemented with the following: City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 96 February 2013 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 (January 11, 2013 "****'`) All curbs and curb and gutter wiil be measured by the linear foat along the line and slope of the completed curb and gutter. Painting of curbs will not be measured and is considered incidental to the unit price of the type of curb. 8-04.5 Payment Section 8-04.5 is supplemented with the following: (January 91, 2093 "*"'`''") "Cement Conc. Traffic Curb and Gutter", per linear foot. "Cement Conc. Traffic Curb", per linear foot. 8-Q7 Precast Traffic Curb and Block Traffic Curb 8-07.1 Description Section 8-07.1 is deleted and replaced with the following: (December 92, 2012 *"*'"**) This Work consists of furnishing and installing precast traffic curb, block tr�c 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 P/ans 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: (December 92, 2012 ***"**) Materials shal! meet the requirements of the following sections: Paint 9-08.1Precast Traffic Curb 9-18_161ock Traffic Curb 9-18.3Water Repellent Compound 9-18.4Sodium Metasilicate 9-18.5Mortar 9-20.4 8-07.3(1) Installing Curbs Section 8-07.3(1) is deleted and replaced with the following: (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 af 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 constnacted 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 10Q square feet of pavement surface. , City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts ' Special Provisions to the Standard Specifications 97 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 3. The sodium metasilicate shall remain on the pavement for at least 15 minutes. Where patches of oit, tar, or grease occur, these areas shall be scrubbed with a brush or broom. 4. The pavement surface shall then be thoroughly rinsed. All 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'i`16 inch. For both types of curb, nosing pieces, connecting dividers, and radial sections, as detaited 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 Sfandard Plans to conform to the specified radii. 8-07.4 Measurement Section 8-07.4 is deleted and replaced with the following: (December 12, 2012 ""*"*') Type A precast traffic curb and Type A block 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 installed. Only one face of dual faced curb will be measured. 8-07.5 Paymer�t Section 8-07.5 is deleted and replaced with the following: (December 12, 2012 *'`**"") 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 Pavement Markers 8-09.3 Construction Requirements Section 8-09.3 is supplemented with the following: (December 12, 2012 �""`***) RPMs shall be installed per City of Federal Way Standard Details. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 98 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 RPMs shall not be ceramic. 8-12 Chain Link Fence and Wire Fence 8-12.2 Materiais Section 8-12.2 is supplemented with the following: (August 3, 20Q9 WSDOT GSP) Coafed Chain Link Fence Chain link fence fabric shall be hot-dip galvanized with a minimum of 0.8 ounce per square foot of surface area. Fencing materials shall be coated with an ultraviolet-insensitive plastic or other inert material at least 2 mils in thickness. Any pretreatment or coating shall be applied in accordance with the manufacturer's written instructions. The Contractor shall provide the Engineer with the manufacturer's written specifications detailing the product and method of fabrication. The color shall match Fede�a! Standard 595 color number''*" 37038 "*", or be as approved by the Engineer. Samples of the coated fencing materials shall be approved by the Engineer prior to installation on the project. The Contractor shall supply the Engineer with 10 aerosol spray cans containing a minimum of 14 ounces each of paint of the color specified above. The touch-up paint shall be compatible with the coating system used. 8-12.5 Payment Section 8-12.5 is supplemented with the following: (January 11, 2013 *"****) "Black Vnyl Coated Chain Link Fence Type 4", per linear foot. 8-14 8-14.3 Cement Concrete Sidewalks Construction Requirements Section 8-14.3 is supplemented with the following: (April 4, 2011 WSDOT GSP) The Contractor shatl request a pre-meeting with the Engineer to be held 2 to 5 working days before any work can start an 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. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 99 February 2013 1 2 3 4 5 6 7 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Items to be discussed in this meeting shall include, at a minimum, the following: T. 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 wa�ning surfaces Sectian 8-14.3 is supplemented with the following: (January 11, 2013*'`**"*) 8-14.3(6) Bus Shelter Footing The sidewalk will be modified to accommodate the new bus shelter as shown in the P(ans. The bus shelter footing will be constructed as shown in the Plans and as described in Section 8-14 of these Special Provisions. 8-14.4 Measurement Section 8-14.4 is supplemented with the following: . (January 19, 2013 "*"'`**) Cement concrete curb ramp will be measured per each for the complete curb ramp installed and includes the installation of the detectable waming surface. Cement concrete sidewalks will be measured by the square yard of finished surface and will not include the surface area of the curb ramps No specific unit of ineasurement will apply to the lump sum item of "Bus Shelter Footing". 8-14.5 Payment Section 8-14.4 is supplemented with the following: (January 91, 2013 **"**') "Cement Conc. Curb Ramp", per each. "Cement "Conc. Sidewalk", per square yard "Bus Shelter Footing", per lump sum. Payment for excavation of material not related to the construction of the bus shetter footing shall be included in the unit Contract price per City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 100 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 8-20 lump sum for "Bus Sheiter Footing". All hardware, appurtenances, and other necessary materials, labor, or equipment to construct the bus shelter footing shall be included in the unit Contract price per lump sum for "Bus Shelter Footing". Illumination, Traffic Signal Systems, and Electrical 8-20.1 Description Section 8-20.1 is replaced with the following: (December 12, 2092 '`"**"") Work includes fumishing and installing all materials necessary to provide: 1. A fully functional traffic signal system at the intersection of S. 320"' Street with 20th Ave. S. including removal of the existing signal system. 2. Relocation and modification to the existing street light systems on the south side of S. 320�' Street from West Commons Access to East Commons Access. 3. Relocation and modification to the festival electrical outlet system on the south side of S. 320th Street from West Commons Access to East Commons Access. 4. Relocation and reconnection of the existing fiber optic and copper interconnect systems between the intersections of Pacific Highway S& S 320�' Street, 20�' Avenue S& S 320"' Street and 23`d Avenue S& S 320"' Street. 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 interconnect fiber system 5. Signal poles 6. Signal and pedestrian heads 7. Emergency Pre-emption equipment 8. Video detection 9. Junction boxes 10. Loop detection 11. Conduit and wire 12. Luminaires 13. Illumination poles and bases 14. Electrical service, enclosures, connections, and bases Work shall include the supply, testing and installation of all traffic signa( hardware including the communication cable and interface system, and when specified, the modification of such an existing system. 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. City of Federat Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 101 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4�4 45 46 47 48 This work will also include the modification to the existing illumination system and festival electrical outlet system. 8-20.1(1) Regulations and Code The first and second sentences of the first paragraph are deleted and replaced with the following: (March 13, 2012 ''*''*"*) All electrical equipment shall conform to the standards of the National Electrical Manufacturers Association (NEMA), Federal Highway Administration (FHWA} and the Radio Manufacturers Association. Traffic signal control equipment shall conform to the Contract and these Standard Specifications: EIA Electronics lndustries 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: (March 93, 2012 *""""') Where applicable, materials shall conform to the latesf requirements of the Washington State Departrnerrt 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: (March 13, 2012 """*"*) 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: (March 13, 2012 �"****) Control density fill shall meet the requirements of Washington Aggregates and Concrete Association. Crushed surfacing top course and crushed surfacing base course shall meet the requirements of Section 9-03.9(3) of the Standard Specifications. Bedding material shall consist of 5/8-inch minus crushed rock free of any deleterious substances (Section 9-03.1(5)Aof the Standard Specifications). Requirements for signal equipment and materials are contained in Section 9-29 of the Standard Specifications and Sectian 9-29 of these Specifications. City of Federal Way Speciat Provisions to the Standard Specifica6ons S 320th St at 20th Ave S Intersection Imprmnts 102 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 8-20.2(1) Equipment List And Drawings The first paragraph is deleted and replaced with the foliowing: (January 26, 2012 *""'**) 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 fu�ll the Plans and Specifications. Manufacturer's technical information shall be submitted for signal, etectrical 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 wilt 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, 9995 WSDOT GSP) If traffic signa{ 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 �le mounted appurtenances will be furnished by the Engineer as part of the final approved shop drawings prior to fabrication. 8-20.3 Construction Requirements 8-20.3(1) General Section 8-20.3(1) is supplemented with the following: (January 26, 2012 *"****) Signaf 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 City of Federal Way Special Provisions to the Standard Specificatiorrs S 320th St at 20th Ave S Intersection Imprmnts 103 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 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, traific contro! 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. 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 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:Q0 p.m. Monday through Friday. Material will not be accepted without the required advance natice. Equipment damaged during removal ar deiivery 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 shal! be removed to the nearest outlets or as directed by the Engineer. 4. Remove foundations entirely, unless the Plans state otherwise. 5. Bac�ll voids created by removal of foundatians 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 S 320th St at 20th Ave S Intersection Imprmnts 104 Special Provisions to the Standard Specifications � February 2013 ' I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Signal displays shail be instailed no more than 30 days prior to scheduled signal turn on or changeover. Signal displays and reflectorized backplates when installed prior to signal tum- on or changeover shall be covered and not visible to vehicular traffic at any time. Section 8-20.3(1} is supplemented with the following: (May 15, 2000 WSDOT NWR) Energized Equipment Work shafl be coordinated so that electrical equipment, with the exception of the service cabinet, is energized within 72 hours of installation. (June 20, 9995 WSDOT NWR) Pole Removal Poles designated for removal shall not be removed prior to approval of the Engineer. (October 31, 2005 WSDOT NWR) Construction Core Installation The Cantractor 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 WSDOT NWR) Electrical Equipment Removals Removals associated with the electrical system shall not be stockpiled within the job site without the Engineer's approvat. (December 97, 2012 '"`**"�`) Fiber Optic Cable Service Outage Duration and Notification The allowable interruption to the operation of the existing joint City/CountyM/SDOT fiber optic.cable service along S 320th Street from Pacific Highway S to 23`� Avenue S is three (3) days, including testing. King County Metro and King County Traffic shall be notified two (2) weeks in advance of the proposed outage. Notification shall be sent to the following: John Toone King County Metro Phone: 206-477-0507 Email: John.TaoneCa�kinqcountv.aov Jeffery Barnett King County Metro Phone: 206-263-7826 Email: Jefferv.BarneftCc�kinqcountv.qov King County Signal Shop Attn: Mark Parrett 155 Monroe Avenue NE Ren�on, Washington 98056 Phone: 206-396-3763 City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 105 Febn�ary 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 8-20.3(2) Excavating and Backfilling Section 8-20.3(2) is supplemented with the following: (January 8, 2093 """***) The Contractor shall supply all trenching necessary for the complete and proper instaliation of the tra�c signal system, interconnect conduit and wiring, and illumination system. Trenching shall conform to the following: 1. In paved areas, ec�es 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 arxi 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 1/2n 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. fmmediaiely 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 requiremenfs of Sectian 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 trench bac�lled 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 (ocated within the right-of-way and outside the traveled way shall have a minimum of finrenty-four inches (24") cover over conduits. Such trenches shall be backfitled 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. 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 shal{ 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 Spec�cations. 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 specif'red elsewhere in these Specifications. City of Federal Way Special Provisions to the Standard Specifications S 32Qth St at 20th Ave S Intersection Imprmnts 106 February 2013 1 2 3 4 5 6 7 8 9 10 41 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 All conduits installed by boring shall use a surface launched steerable driiling tool. Drilling shall be accomplished using a high-pressure fluid jet toolhead. The drilling fluid shalt be used to maintain the stability of the tunnel, reduce drag on the conduit, and provide backfill befinreen 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 sha{I be disposed of of� site at a legal disposal site obtained and paid for by the Contractor. Drilling fluid retums (caused by fracturing of formation) at locations other than the entry and exit points shall be minimized. Any drilling fluid that surfaces through fracturing shall be cleaned up immediately. Mobile spoils removal equipment capable of quickly removing spoils from entry or exit pits and areas with returns caused by fracturing shall be used as necessary during drilling operations. 8-20.3(4) Foundations Section 8-20.3(4) is supplemented with the fol�owing: (December 18, 2009 ******) The foundafion for the controller and service cabinets shall coriform to the detail on the Plans. Conduits shall be centered horizontally except service conduit, which shall be placed at the side of the power panel. Foundations far the Type f traffic signal poles shall canform ta Standard Plan J-21.10-01. Foundations for the Type II and Type III tra�c signal poles shall conform to details on the Signal Standard Sheet in the Plans. Foundations fo� the streetlight poles shall conform to City of Federal Way Drawing Number 3-39 except that foundation depth shall be as noted on the Illumination Pole Schedule. Foundations for the decorative streetlight poles shal! conform to City of Federal Way Drawing Number 3-43 except that foundation depth shall be as noted on the Illumination Pole Schedule. Pole foundations within the sidewalk area shafl 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. The following new section is added: (November 5, 2012 *"****) 8-20.3(4)A Controller Foundations The contcoller foundation shall conform to the City of Federal Way's_Drawings No. 3-45B and 3-45C included in the Appendix of these Specifications. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 107 February 2013 1 2 3 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Additionally, the pad mount shall conform to the foilowing: 1. The concrete pedestal height shall be 20 inches. 2. The spare two-inch conduif shall run to the 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 Detai(s. 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. Mod�cation of the three (3} inch cabinet mounting flange will not be accepted. The service cabinet and UPS cabinet foundations shall also be constructed on the larger cement concrete pad noted on tMe Plans and shall conform to the City of Federal Way's Drawing No. 3-45, 3-45A and 3-45C included in the Appendix of these Specifications. 8-20.3(5) Conduit Section 8-20.3(5) is supplemented with the following: (March 16, 2011 '*"""`) 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. All conduits for signal cable raceways under roadways or driveways shall be rigid galvanized steel or Schedule 80 polyvinyl 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 shall 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 af the ownerJtype 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 CLINK — CenturyLink COMCAST/C — Cable COMCAST/F — Fiber SIC — City Signal Interconnect City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S IMersection Impnnnts 108 February 2013 ' ❑ � �� � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 City Spare — City spares Cobra — COBRA luminaire system Section 8-20.3(5} is supplemented with the following: (August 1 q 2009 WSDOT NWR) 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. tnstallation 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 alt spare conduits. Detectable underground warning tape shall be placed 12-inches above all innerduct installeci 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 instalfatians. Location wire routed into pull boxes or cable vaufts 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. (October 16, 20Q6 WSDOT NWR) Boring in addition to the requirements for boring with casing, the Contractor shall submit to the Engineer for approval a pit plan and a proposed method of boring that includes, but is not limited to, the following: 1) A pit plan depicting: a) Protection of traffic and pedestrians. b) The dimension of the pit. c) Shoring, bracing, struts, walers or sheet piles. d} Type of casing. 2) The proposed method of boring, including: a) The boring system. b) The support system. c) The support system under and at the bottom of the pit. The shoring and baring 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. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 109 February 2013 � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 5 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 8-20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes Section 8-20.3(6) is supplemented with the following: (Mar�h 13, 2012 *"**'*) 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 wifhin the traveled way or paved shoulders shall be heavy-duty. Junction boxes shall not be located within the traveled way, wheefchair 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 requirements of Americans with Disabilities Act (ADA) and Public Right-of-Way Accessibility Guideline (PROWAG). Approved products are: 1.) Mebac1 (their most aggressive surface) manufactured by IKG Industries 2.) SIipNOT Grade 3-coarse manufactured by W.S. Molnar Company. Rpproved slip resistant surfaces shall have coefficient of friction of no less than 0.6 and have a proven track record of outdoor application which lasts for at least 10 years. Wiring shal! not be pulled adjusted to, or installed in, maintain system operation. allow for future adjustment. into any conduit until all associated junction boxes have been ' their final grade and location, unless installation is necessary to If wire is installed for this reason, su�cient slack shall be feft to Adjustments involving raising or lowering the junction boxes shall require conduit mod�cation if the resultant clearance befinreen 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 �equirements of WSDOT Standard Plan J- 40.30.01. Junction boxes shall be inscribed based upon system per WSDOT Standard Plan J-40.30.01. Junction box lids and frames shall be grounded per Section 8-20.3(9). Junction boxes shall be located at the station and offset indicated on the Plans except that field adjustments may be made at the time of construction by the Engineer to better fit existing field conditions. Junction boxes for copper and/or fiber 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: City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Irrtersection Imprmnts 170 February 2013 � � � 'I ' I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 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 shal{ 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 Iidlcover, 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 shal{ 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 allow the lid to open 180 degrees. Fiber vaults shall be installed in accordance with the following: 1. All openings around conduits shall be sealed and filled with grout to prevent water and debris from entering the vaults or pull boxes. The grout shall meet the specifications of the fiber vault manufacturers. 2. Backfilling around the work shall not be allowed until the concrete or mortar has set. 3. Upon acceptance of work, fiber vaults shall be free of debris and ready for cable installation. All grounding requirements shatl be met prior to cable installation. 4. Fiber vaults shall be adjusted to final grade using risers or rings manufactured by the fiber vault and pull box manufacturer. Fiber vaults with traffic bearing lids shall be raised to final grade using ring risers to raise the cover only. 5. Fiber vaults shall be installed at the approximate location shown in the Drawings. Final location to be approved by the Engineer. 6. All existing conduits will need to be open and exposed for access within the vault. Care shall be taken to identify which conduits have existing cables. All conduits will extend 2 inches within the vault walls. At the 2-inch mark the excess conduit on the existing structure will need to be remaved and all cables exposed. 7. Once the conduits are located, excavate a hole large enough to install the fiber vault. The vault shall have a concrete floor as indicated on the Drawings. The floor shall be installed on 6 inches of crushed surfacing top course. If a fiber vault is installed outside a paved area, an asphalt pad shall be constructed surrounding the junction box. Ensure that the existing conduits are at a minimum of 4 inches above the top of the floor. 8-20.3(8) Wiring Section 8-20.3(8) is modified as follows: (March 6, 2092 **�`***) (January 11, 2013 "**"**)Loop wires will be spliced to lead in wires at the junction box with an approved mastik tape, 3-M 06147 or equal, , 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 City of Federal Way Special Provisions to the Standard Specifications , S 320th St at 20tl1 Ave S Intersection Imprmnts 111 February 2013 1 from the center outward to #he ends. The ends will be visible and fully sealed around the 2 wire. The end of the lead-in cables shall have the sheathing removed 8 inches and shall be 3 dressed external to the splice. 4 5 (March 6, 2012 *'`*"**) 6 7 The 9th paragraph of this section is deleted and replaced with the following: 8 9 Fused quick disconnect kits shall be of the SEC type or equivalent. Underground 10 illumination splices shall be epoxy or underground service buss/lighting connector kits. 11 Installation shall conform to details in the Standa�d Plans. 12 13 (March 6, 2092 ""***'') 14 15 The 14th paragraph, items 1-4, of this section are deleted and replaced with the following: 16 17 19 Phases 1 2 3 4 5 6 7 8 A B Emergency Orange (B+) 581 584 587 590 Vehicle Yellow (Call) 582 585 588 594 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 fi13 623 633 643 653 663 673 683 693 603 Black 614 624 634 644 654 664 674 684 694 604 White 616 626 636 646 656 666 676 686 696 606 (Common) Pedestrian Red(Hand) 711 721 731 741 751 761 771 781 791 701 Heads and Green(Man) 712 722 732 742 752 762 772 782 792 702 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 Loop 1 811 821 831 841 851 861 871 881 891 801 Detectors Loop 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 Eity of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 112 February 2013 C Ii � � Ii 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Phases 1 2 3 4 5 6 7 8 A B Loop 4 818 828 838 848 858 868 878 888 898 808 Vehicie Loop 1 911 921 931 941 951 961 971 981 991 901 Detectors/ Loop 1 912 922 932 942 952 962 972 982 992 902 CountLoops Loop 2 913 923 933 943 953 963 973 983 993 903 Loop 2 914 924 934 944 954 964 974 984 994 9d4 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 Section 8-20.3(8) is supplemented with the following: (March 13, 2012 **�`***) 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 shatl 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 shafl be standard copper wire in all conduit runs with size spec�ed on the Plans. Conductors from luminaire bases to the luminaire fixture shall be mirnmum No. 14 AWG pole and bracket cable. Section &20.3(8) is supplemented with the following: (April 94, 2003 WSDOT NWR} 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.". City of Federal Way Special Provisions to the Standard Specificafions S 320th St at 20th Ave S Intersection Imprmnts 113 February 2013 1 2 3 4 5 6 7 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 (March 13, 1995 WSDOT NWR) Wire Splices All splices shall be made in the presence of the Engineer. (May 1, 2006 WSDOT NWR) fllumination Circuit Splices Temporary splices shall be the heat shrink type. Add the following new section: (June 6, 2012 '`"*"�') 8-20.3(8)A Copper Interconnect Cable Installation Copper interconnect cable shall be 12 pair No. 19 AWG communications cable meeting IMSA Spec�cation No. 40-20-1984. A 12 position terminal block shall be mounted on a panel on the rack on the interior side of the controlfer cabinet. Interconnect 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 finro working days' notice. Add the following new section: (March �4, 2012 ****"*) 8-20.3(8)B Fiber Optic Cable Installation Fiber optic cable conduit shalt be reinstalled to the intersection of South 320th Street & 20th Avenue S along South 320th Street between the (existing/proposed} underground interconnect conduit which terminates at South 320th Street 8� Pacific Highway S intersection and the (existing/proposed) underground interconnect conduit which terminates at the South 320th Street & 23rd Avenue South intersection. The fiber optic cable shall be singlemode cable conforming to the requirements of Section 9- 29.3(1) Fiber Optic Cable and Section 9-29.3(1)A Singlemode Fiber Optic Cable. Fiber Optic Cable shall be Corning ALTOS All-Dielectric Cable or approved equal. Fiber Optic Cable Submittals Within a minimum of five (5) calendar days prior to anticipated construction, the Contractor shall provide ail documentation pertaining to the materials and method of execution proposed to satisfy the requirements on this section. The Engineer's approval is required prior to the committing of any materials or the commencement of any work. The Engineer shall either approve or disapprove each submitted item within five (5) calendar days of submittal subject to the completeness of the Contractor's submittal. Actual elapsed time for the Engineer's review is dependent upon the completeness and appropriateness of the documentation being submitted. Any deficiencies in the Contractor's submittals shall require additional time for approval. Any delays caused by such deficiencies shall not be grounds for extension of project consideration dates. The Contractor shall anticipate review intervals and schedule submittals accordingly to ensure project progress. The Engineer's approval of any submitted documentation shall in no way relieve the Contractor from compliance with the safety and performance requirements as specified herein. City of Federal Way Special Provisions to the Standard Specifications S 32Qth St at 20th Ave S Intersection imprmnts 114 Febcuary 2013 1 2 3 4 5 6 7 8 9 10 11 12 'I 3 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Submittals required by this item shall include, but not be limited to, the following: 1. A material staging plan, should the Contractor propose City owned property as a staging area. 2. Manufacturer's complete specifications for all communication system cables and associated electronics and hardware components. 3. Manufacturer's complete specifications for optical fiber and twisted-pair cable splice enclosures. 4. A detailed fiber optic installation procedure including the following: a. Fiber optic cable cutting lengths reflecting the cable order and reel allocations. b. Cable pulfing plan which shall state the exact operational procedures to be utilized and which identifies the physical locations for equipment placement, proposed equipment setup at each location, pulling tension on all cables for each pull, staffing, and the pulling methodology for each type of cable. c. Exact splice points as provided for herein. d. Workforce proposed for all equipment, safety, and manual assist operations. 5. Factory test data sheets for each reel of cable delivered. Fiber Optic Cable Installation The Contractor shall determine a suitable cable installation method to ensure that all cable installation requirements shall be met in all conduit sections. All work shall be carried out in accordance and consistent with the highest standards of quality and craftsmanship in the communication industry with regard to the electrical and mechanical integrity of the connections; the finished appearance of the installation; as well as the accuracy and completeness of the documentation. The Contractor shall make a physical survey of the project site for the purpose of establishing the exact cable routing and cutting lengths prior to the commencement of any fiber optic work or committing any fiber optic materials. Unless otherwise directed by the Engineer, underground splicing of fiber aptic cable in junction boxes or vaults will not be permitted. All termination splicing wil{ take place in the traffic signal controller cabinets. Alf work areas shall be clean and orderly at the completion of work and at times required by the Engineer during the progress of work. Fiber Optic Cables shall be installed in continuous lengths without intermediate splices throughout the project, except at the location(s) specified in the Pians. The Contractor shall comply with the cable manufacturer's specifications and recommended procedures including, but not limited to the following: 1. Installation. 2. Proper attachment to the cable strength elements for pulling during installation. 3. Bi-directional pulling. 4. Cable tensile limitations and the tension monitoring procedure. 5. Cable bending radius limitations. The Contractor shall protect the loops from tangling or kinking. At no time during the length of the project shal! the cable's minimum bending radius specifications be violated. In all cable vaults andlor junction boxes designated in the plans, minimum cable slack of 15 yards shall be left by the Contractor, unless otherwise specified in the plans. The cable slack City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprnrnts 115 February 2013 1 2 4 5 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 length of fiber optic cable shall be coiled and secured with tie wraps to racking hardware or as specified in the plans. The pulling eye/ sheath termination hardware on the fiber optic cables shall not be pulled over any sheave blocks. When power equipment is used to install fiber optic cabling, the pulling speed shal{ not exceed 3Q yards per minute. The pulling tension limitation for fiber optic cables shall not be exceeded under any circumstances. Large diameter wheels, pulling sheaves and cable guides shall be used to maintain the appropriate bending radius. Tension monitoring shall be accomplished using commercial dynamometers or load-cell instruments. Patch cords, placed between pad mounted cabinets, shall be protected by plastic spiral wrapping. Spiral wrap shall cover the entire length of the patch cord(s) to within 12 inches of end. The spiral wrap shall be ins#alled before the patch cords are pulled into the conduit(s) and be rated for use in electrical installations. Fiber Optic Cable Splicing This section describes the minimum requirements for splicing and connecting of the specified fiber optic cables. Unless otherwise directed by the Engineer, underground splicing of fiber optic cable in junction boxes or vaults will not be permitted. AII termination splicing will take place in the traffic signal controller cabinets. The Contractor shall provide all required brackets and other racking hardware required for the fiber optic cable racking operations as spec�ed. Ali fusion splicing equipment shall be in good working order, properly calibrated, and meeting all industry standards and safety regulations. Splices shall utilize two haff shells bolted together with stainless steel bolts and be fitted neoprene gasket. Selected splices shall not require a re- entry kit. Cable preparation, closure installation and splicing shall be accomplished in accordance with accepted and approved industry standards. Upon completion of the splicing operation, all waste material shall be deposited in suitable containers far fiber optic disposal, removed from fhe job site, and disposed of in an environmentally acceptable mannec The Confractor shall use the fusion method with local injection and detection for all fiber optic splicing. The average splice loss of each fiber shall be 0.15 dB or less per splice. The average splice loss is defined as the summation of the attenuation as measured in both directions through the fusion splice, divided in half. No individual splice loss measured in a single direction shall exceed 0.2Q d6. The Contractor shall seal all cables where the cable jacket is removed. The cable shall be sealed per the cable manufacturer's recommendation with an approved blocking material. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 116 February 2013 � � ❑ !� �I �I 1 2 3 4 5 6 7 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 if approved, all below ground splices shall be contained in waterproof splice enclosures. All splices shall be contained in splice trays utilizing strain relief, such as heatshrink wraps, as recommended by the splice tray manufacturer. Upon sealing the splice closure, the Contractor shall show that the closure maintains 68.4 kPa of pressure for a 24-hour period. Fiber Optic Cable Terminations Fiber optic cable shall be terminated utilizing factory manufactured pigtails with LC type connectors and UPC type polishing. Pigtails shall be fusion spliced to fiber optic cable. Fiber Optic Cable Patch Panels Terminated fiber optic cable shall be installed in the signal controller cabinet utilizing patch panels. Patch panel(s) shall be Corning model Single-Panel Housing (SPH-01 P) or approvect equal. Panel(s) shall be wall mountable. Maunting location shall be as directed by the Engineer. Fiber Optic Cable Labeling Permanent cable labels shall be used to identify fibers and patch cords at each termination point. The cable labels shall consist of white colored heat shrink wraps with identification. Fiber Optic As-Built Records The Contractor shall provide the Engineer with a cable route diagram indicating the actual cable route and "meter marks" for all intersections, directional change points in the cable mounting, and all termination points. The Contractor shall record these points during cable installation. The Contractor shall provide Cable system "as-built" drawings showing the exact cable route to the Engineer. fnformation such as the location of slack cable and its quantity shall also be recorded in the cable route diagram. Fiber Optic Cable Testing The installed optical fiber cable shall be tested for compliance with the transmission requirements of this specification, the cable and hardware manufacturer's specifications, and prescribed industry standards and practices. Type of Testing The types or acceptance testing for optical fiber cable system certification are: 1. Attenuation testing 2. Optical Time Domain Reflectometer (OTDR) testing Attenuation Testing Insertion Ioss #esting shatl be used to measure end-to-end attenuation on each new fiber installed between a�ield device and a fiber termination cabinet. Insertion loss testing shall be performed at the 1310 nanometer wavelength in both directions. Prior to commencing testing, the Contractor shall submit the manufacturer and model number of the test equipment along with certification that is has been calibrated within 6 months of the proposed test dates. The following information shall be documented for each fiber test measurement: 1. Wavelength 2. Fiber type 3. Cable, tube and fiber IDs 4. Near end and far end test locations City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 117 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 5. End-taend attenuation 6. Date, time and operator Optical Time Domain Reflectometer (OTDR Tes#ing) An opticaf time domain reflectometer (OTDR) with recording capability �hall be utilized to test the end-taend transmission quality of each optical fiber. Quality tests shall consider both attenuation and discontinuities. The OTDR shall be equipped with 1310 nanometer and 1550 nanometer light sources for singlemode optical fibers. The OTDR shall be capable of providing electronic and hard copy records of each test measurement. The OTDR shall be equipped with sufficient intemal masking to allow the entire cable section to be tested. This may be achieved by using an optical fiber pigtai( of sufficient length to display the required cable section or by using an ODTR with sufficient normalization to display the required cable section. Prior to commencing testing, the Contractor shall submit the manufacturer and model number of the OTDR test unit along with certification that it has been calibrated within the 6 months of the proposed test dates. Each new mainline and lateral fiber shall be tested in both directions at the 1310 and 1550 nanometer wavelengths. Existing mainline and latera! fibers that are spliced to or re-spliced as part of this contract shall also be tested in both directions and at both wavelengths. The foflowing information shall be documented for each fiber test measurement: 1. X-Y scatter plot for fiber length 2. Wavelength 3. Refraction index 4. Fiber type 5. Averaging time 6. Pulse width 7. Cable and fiber IDs 8. Near end and far end test locations 9. Date, time, and operator 10. Event table that includes: event ID, type, iocation, loss and reflection Fiber Optic Cable Testing Documentation The Contractor shall submit on hard copy and one electronic copy of the fiber test results to the Engineer for approval. The Contractor shall take corrective actions on portions of the fiber installation determined to be out of compliance with these specifications. Upon accep#ance of the cable installation and test results, the Contractor shall submit three (3) hard copies and one electronic copy of the fiber test results to the Engineer. Hard copy submittals shall be bound in 3-ring binders. The electronic submittal shatl be on a compact disk and include one licensed copy of the applicable OTDR reader program. The following irtformation shall be included in each test result submittal: 1. Contract number, contract name, Contraetor name and address. 2. Dates of cable manufacture, installation and testing. 3. Cable specifications. 4. Locations of all splices. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 118 February 2013 ' '' ' 'I 'I � I ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 5. OTDR test results. 6. Attenuation test results. Racking in Fiber Vaults The Contractor shall rack the cable in vertical figure eight loops, which shall permit pulling slack from the vault without introducing twist to the cable. The splice closures shall also be racked. Cables shall be racked and secured with nylon ties. Nylon ties shall not be over-tightened. Identification or warning tags shall be securely attached to the cables in at least two locations in each fiber vault. All coiled cable shall be protected to prevent damage to the cable and fibers. Racking shall include securing cables to brackets (racking hardware) that extend from the sidewalls of the fiber vault. 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 senrice 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. !n 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. Warranty The Data Distribution and Transmission Systems and components shall be provided with a one- year minimum, on-site parts and labor warranty from the date that the system successfully compteted testing. This quality assurance shall cover each piece of equipment and shall be provided by the manufacturer or agent of said equipment. Add the following new section: (January 26, 2012 '�""`*} 8-20.3(8}C Video, Voice, and Data Distribution and Transmission Systems 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. 43 Documentation 44 Documentation for each system element shall consist of the manufacturer's name and model 45 number, serial number when available, materials and operating specifications, wiring schematic 46 and parts list, owner's manuals, factory service manuals, and procedures for factory testing and 47 system acceptance testing specified elsewhere herein. The Contractor shall submi# three (3) 48 copies of the documentation spec�ed above prior to installation of the cable or components 49 described in the submittal. In addition, the Contractor shall submit three (3) copies of an overall 50 system wiring schematic and termination cha�t for the installed elements (operation and 51 maintenance manuals). All documentation for each individual element shall be neatly bound in a 52 way for the ir�formation is secured together and is totally legible without removing the information City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S IMersection Imprmnts 119 February 2013 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 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. Warranty The Data Distribution and Transmission Systems and components shall be provided with a one- year, on-site parEs and labor warranty from the date that the system successfully completed testing. This quality assurance shall cover each piece of equipment and shall be provided by the manufacturer or agent of said equipment. ()anuary 11, 2013 ******) 8-20.3(9) Bonding and Grounding Section 8-20.3(9) is supplemented with the following: (March ?3, 2092 *""""') 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 juncfion boxes. Ground rods shall be copper clad steel, 3/-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. Section &20.3(9) is supplemented with the following: (August 21, 2006 WSDOT NWR) � 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(1Q) Services, Transformer, Intelligent Transportation System Cabinet Section 8-20.3(10) is supplemented with the following: (March 13, 2012 "'"'"""'') Power source shown in the Plans is approximate only; exact location will be determined in the field. The Contractor shall apply for an electrical service connection with Puget Sound Energy and make arrangements for a new electrical service connection. The Engineer will approve Electrical Service Installations. The Cor�tractor 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. Cityr of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 120 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 A twacircuit electrical service shall be used at 240/120 volts, 60 Hz AC. The underground electrical service shall be brought to the load center in minimum 2-inch conduit. Wire sizes and conduit terminations between the load center and the connection location shall meet the �equirements of PSE. 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 conduit from the electrical senrice to ten feet up the power pole from which service is provided. Stand-off brackets 14 inches long shall be installed on the pole every ten feet. In addition, the Contractor shall provide service conductors from the electrical service to the top of the conduit on the power pole with 30 feet of service wire coiled at top and provide the local electrical utility with 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 foilowing: (March 6, 2092 �`*****) 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 Courrty 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 hofiday. Before final acceptance, a field test of the installation shal! be performed for continuity and ground of each circuit; insulation resistance (megger test between each circuit and ground); and function, to ensure operation as specified or intended. Any faults in the system shall be corrected and re-tested. Costs for performing these tests and correcting the faults shall be paid by the Contractor. 8-20.3(13} illumination Systems Section 8-20.3(13) is supplemented with fhe foflowing: (March 13, 2012 **"***) As shown on the Plans, the Contractor shall remove and replace portions of the illumination system on the south side of S. 320"' Street. The existing poles are owned by the City and shall be removed by the Contractor as shown on the Plans. The existing lighting 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 The 8th paragraph of this section is deleted and replaced with the following: (March 95, 2012 **"""") All new and relocated metai light standards shal{ be numbered per City of Federal Way Development Standard Drawing number 3-39B. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 121 February 2013 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 � 23 24 25 26 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Section 8-20.3(13)A is supplemented with the following: (May 1, 2006 WSDOT NWR) Slip Base When slip bases are installed, the conduit, anchor bolts, and other obstructions shall terminate at a height below the elevation of the top of the bottom slip plate. (March 15, 2012 **""**) 8-20.3(13)B Vacant Section 8-20.3(13)B is deleted and replaced with the following: 8-20.3(13)B Decorative Light Standards Decorative light standards shall be per City of Federal Way Development Standard Drawing number 3-43. Standards shall be manufactured by Phillips Lumec, Cyclone Lighting or approved equaL Phiilips Lumec order shal! include: 1. Philips Lumec fixture product number CANDI-PCC-RACE3D-240-CN1-1a 2. Philips Lumec pole product number LUMEC SM6N-19-FS(2)-PH7-DR-GN8-TX-LMS- 12511A including pole, lighting bracket, access door, plant support, decorative cover, baflast module, ballast tray, weld cover, base cover and GFl receptacle. Cvclone Liqhtina order shall include: 1. Cyclone Lighting Bracket product number CP1450-3'6"-C1-T40-RAL6012TX-CA2-GFI including lighting bracket, GFI receptacle and fixture. 2. Cyclone, Lighting Pole product number PM49-19-SA-BM11-RAL6012TX-BH03416AP/S1 including pole, banner arm access door, plant support, decorative cover, ballast module, ballast tray, weld cover and base cover. 3. Cyclone Lighting Marina fixture product number CN11 P1-GCPC-RT3-150HPS-S-23-240- EQ1-GCN08 All standards shall: 1.) Be installed with breakaway bolts per the standard plans included in these Specifications. 2.) Be of the color GN&TX, textured dark green and shall have powder coating. 3.) Have 120V built in duplex receptacle installed at the top of the pole. 4.) Have a handhole for access to the tray-mounted ballasts. 5.) Include an Anchor Plate with 11-1/2" bolt circle diameter. 8-20.3(14) Signal Systems Section 8-20.3(14) is supplemented with the following: (August 1 D, 2009 WSDOT NWR) Temporary Video Detection System Temporary video detection systems shall be completely installed and made operational prior to any associated induction loop being disabled. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 122 February 2013 � , I 'I �) i� 1 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 8-20.3(14)A Signal Controllers Section 8-20.3(14)A is supplemented with the following: (December 18, 2009 ***'`**) 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 shalt 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(14jB Signal Heads Section 8-20.3(14)B is modified as follows: The first paragraph is deleted and replaced with the following: (March ?3, 2012 "*''*"'`) 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 entire{y cover the display. The covering shall extend over all edges of the signal housing and shall be securely fastened at the back. Signal heads shall be installed with back plates. A two (2) inch wide strip of Type IX yellow retro reflective sheeting shall be applied to the outside border of the back plates in accordance with the manufa�turer's recommendations. The application surface of the back plate shall be cleaned, degreased Section 8-20.3(14)B is supplemented with the following: (March 13, 2012 '"""***) Alignment of vehicular and pedestrian signal heads shall be approved by the Engineer prior to system turn-on. RII new vehicular and pedestrian signal heads shall be covered (sacked) completely with a 6 mif black polyethylene sheeting until placed into initiat 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 different from that specified on the Plans shall be provided and installed by the Contractor if necessary to achieve the following 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. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 123 February 2013 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Section 8-20.3(14)B is supplemented with the following: (April 3, 1993 WSDOT NWR) 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 Section 8-20.3(14)C is modified as follows: (December 98, 2009 *"""'`*) ttems 2 and the last fi+vo sentences of Item 4 are deleted. (December 18, 2009 ****�*) Item no. 5 of this section is deleted and replaced with the following: 5.) Each loop shall have 3 turns of loop wire. (December 18, 2009 "*"*"") Item no. 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 tra�c within 3Q minutes at 75 degrees F. and campletely 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 oil, 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: (January 31, 2012 ***''**) 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 finristed 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 will be within 3 feet of any manhole or utility risers located in the street. Loops and lead-ins will not be instalted 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 full panels, a minimum 18 inches from any expansion joint. Existing Tra�c Loops The Contractor shall notify the City of Federal Way Tr�c Engineer a minimum of five working days in advance of pavement removal in the laop areas. The Contrac�tor shall install City of Federal Way Special Provisions !o the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 124 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 and maintain interim video detection until the permanent systems are in place. The interim video detection shal( be operational simultaneously with decommission of the existing pavement loops. If the Engineer suspects 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 Contra�tor 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 accardance with current Cify 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 reptacement loops are operational. The type of interim video detection furnished shall be approved by the Engirreer 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 fo{lowing: (March 13, 2012 ''**'"**� An inductance level below 75 microhenries is considered a failure for a round loop. Test A- The resistance shall not exceed values calculated using the given formula. Resistance per 1000 ft of 14 RWG, R= 3.26 ohms / 1000 ft R= 3.26 x distance of lead-in cable (ft) 1000 ft Test B and Test G in this section are deleted and replaced with the following: Meggar readings af 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. � Section 8-20.3(14)D is supplemented with the following: (October 5, 2009 WSDOT NWR) Existing Lead-in Cable Test When new Induction foops 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 af the loop splice. 2. Megger test both detector lead-in cable conductors. A resistance reading of less than 100-megohms is considered a failure. - 3. Detectar lead-in cables that fail the test shall be replaced and then retested. City of Federal Way Special Provisions to the Standard Specifica600s S 320th St at 20th Ave S IMersection Imprmnts 125 February 2013 1 2 4 5 6 8 10 11 12 13 14 15 16 17 18 49 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 4. After final testing of the detector lead-in cabfe, the loop instaliation shall be completed and the loop system tested according to Tests A, C and D. 5. Connect the detector lead-in cables in the controller cabinet. (October 5, 2009 WSDOT NWR) Existing Loop Test When twaconductor shielded detector lead-in cable is scheduled to be installed and spliced to an existing loop, the Contractor shafl perform the following: 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: {December 18, 2009 *"'*''*) 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 signat 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. Add the following new section: (December 18, 2009 *'"`***) 8-20.3(14)F Opticom Detectors Opticom detectors shall be installed in a drilled and tapped hole 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. Add the following new section: (December 98, 2009 *"*""'`) 8-20.3(14)G Video Camera Detectors 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. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 126 February 2013 � ' 'I �I �I ,) 1 2 3 5 6 7 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 8-20.3(17) "As Built" Pians Section 8-21.3(17) is deleted and replaced with the following: (December 18, 2009 *""**") Upon completion of the project, the Contractor shall furnish an "as-built" drawing of the intersection showing all signal heads, pole locations, detectors, junction boxes, Illumination system showing luminaire locations, miscellaneous equipment, conductors, cable wires up to the signal controller cabinet, and with a special symbol identifying those items that have been changed from the original contract drawings. All items shall be located to within one foot (1') horizontally and six inches (6") vertically above or below the finished surface grade. Add the following new section: (March 6, 2012 *****'') 8-20.3(18) Removal of Existing Signal Equipment 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 intersection of 20�' Avenue S and S 320"' Street and all contents shall be delivered to the King County Signal Shop at 155 Monroe Avenue NE, Renton, Washington 98056. All other material removed shatl 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 shalf 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 Section 8-20.4 is modified as follows: Paragraphs two, three and four are deleted and replaced with the following: (January 8, 2013 *****�) "Traffic Signal System - S 32d"' Street & 2Q`� Avenue S, Complete" shall be measured per lum� sum for the total of all items for complete tra�c signal system at the intersection of S 320 Street and 20�' Avenue S. 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 ta make a complete traffic signal system shall be included within the lump sum measurement. Luminaires and luminaire arms positioned on City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 127 February 2013 1 2 3 4 5 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34. 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 signai poles will be considered a part of the traffic signai 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, retocate, 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 fumished and installed. "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. "Decorative Illumination System, Complete" will be measured per lump sum for the total of all items for complete decorative illumination system. All items and labor necessary to suppfy, install, and test the conduit, junction boxes, service circuit breaker and connections, electrical connections, connections with existing conduit and junction boxes, 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 decorative illumination system to be furnished and installed. "Festival Uutlet System, Complete" will be measured per lump sum for the total of all items for comp{ete festival outlet system. All items and labor necessary to supply, install, and test the conduit, junction boxes, electrical connections, connections with existing conduit and junction boxes, GFI outlets, boxes and covers, 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 spec�c unit of ineasurement shall apply, but measurement will be made for the sum total of all items of the decorative illumination system to be fumished and installed. "Interconnect System, Complete" shall be measured per lump sum for the totat of a!1 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 corrtrollers, cannections with existing conduit, junction boxes and fiber optic vaults, connections with existing interconnect systems, pull rope, plugs, restoring facilities destroyed or damaged during construction, satvaging existing materials, and all other components necessary to make a complete interconnect communication system as well as a system ready for the future installation of fiber optic cable shall be included within the lump sum measurement. Interconneci cable installed in existing conduit wil( 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. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 128 February 2013 ' ' I �� 'I , I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Excavation, trenching and bedding, backfili of trenches, pavement restoration of trenches and conduit/junction box installations containing traffic signal system elements as well as illumination system, decorative illumination system, festival outlet system and/or interconnect system elements will be included in the tump sum measurement for "Traffic Signal System - S 320�' Street & 20"' Avenue S, Complete". Excavation, trenching and bedding, backfill of trenches, pavement restoration of trenches and condui�unction box installations containing illumination system elements as well as decorative illumination system, festival outlet system or interconnect system elements will be included in the lump sum measurement for "Illumination System Complete". Excavation, trenching and bedding, backfill of trenches, pavement restoration of trenches and conduit/junction box installations containing decorative illumination system elements as well as festival outlet system or interconnect system elements will be included in the lump sum measurement for °Decorative Illumination System Complete". Excavation, trenching and bedding, backfill of trenches, pavement restoration of trenches and conduiUjunction box installations containing festival outlet system elements as wetl as interconnect system elements will be included in the lump sum measurement for "Festival Outlet System, Complete". Measurement for labor, materials, tools and equipment necessary to the construction of any shared conduits and trenches with fhe "Traffic Signal System - S 320t'' Street & 20�' Avenue S, Complete°, "Illumination System, Complete", "Decorative Illumination System, Complete", "Festival Outlet System, Complete" andlor "Interconnect System, Complete", necessary for the systems shall be measured only once. 8-20.5 Payment Section 8-20.5 is deleted and replaced with the following: (December 17, 2012 **"*"*) Payment will be made in accordance with Section 1-04.1 for each of the following Bid Items: "Traffic Signal System — S 320ih Street & 20th Avenue S, Complete", per lump sum. "Illumination System, Complete", per lump sum. "Decorative Illumination System, Complete", per lump sum. "Festival Outlet System, Complete", per lump sum. "Interconnect System, Complete", per lump sum. The lump sum price for "Traffic Signal System - S 320�' Street & 20"' Avenue S, 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 installation of the temporary video detection system, the installation of the temporary signal system, relocation of temporary signal equipment (vehicle heads, pre-emption, pedestrian heads, pedestrian push buttons, video detectian) fo accommodate construction phasing throughout the project. The lump sum bid price shalt 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 compe�saEion will be made. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 129 February 2073 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The lump sum price for "Illumination 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. The lump sum price shal{ include all costs associated with reconnecting the existing illumination system to the new service cabinet and for making modifications to the existing systems as noted. The lump sum price for "Decorative Illumination 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. The lump sum price shall include all costs associated with reconnecting the existing decorative illumination system to the new service cabinet and for making modifications to the existing systems as noted. The lump sum price for "Festival Outlet 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. The lump sum price shall include all costs associated with reconnecting the festival outlet system to the new service cabinet and for making mod�cations to the existing systems as noted. The lump sum price for "InterconnecE 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. The lump sum price shall include all costs associated with reconnecting the existing interconnect system to the existing and new signal cabinet(s) and for making modifications to the existing system(s) as nated. Coordination of service connections with Puget Sound Energy and any necessary permits and fees associated with the service connections shall be considered incidental to the bid items included in this section and no additional compensation will be made. Coardination with communication connections with Comcast, Qwest, or other communication provider affected by this project, and any necessary permits and fees associated with the communications connections shall be considered incidental to the bid items included in this section and no additional compensation will be made. All costs for installing junction boxes and conduit containing traffic signal system, illumination system, decorative illumination system, festival outlet system and/or interconnect system wiring shall be incidental to the one bid item per this section and Section 8-20.4 and no additional compensation will be made. All costs for painting sha11 be incidental and included in the bid items included in this section and no additional compensation will be made. Adjustment of junction boxes shall be incidental and included in the bid items included in this section and no additional compensation will be made. Restoration of facilities destroyed or damaged during construction shall be considered incidental to the bid items included in this section and no additional compensation will be made. 8-�1 Permanent Signing 8-21.1 Description Section 8-21.1 is deleted and replaced with the following: City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 130 February 2013 �i �i ,I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 (March 13, 2012 *"*"**) This work shall consist of furnishing and installing permanent signing, sign removal, sign relocation, and the project sign installation and removal, in accordance with the Plans, these Specifications, the Standard Plans, MUTCD, and the City of Federal Way Standard Details at the locations shown in the Plans or where designated by the Engineer. Signs to be removed as shown on the Plans, shall be returned to the Owner. 8-21.2 Materials Section 8-21.1 is modified as follows: Sentence three is deleted and replaced with the following: (March 13, 2012 *'�***") Materials for sign mounting shall conform to Section 9-28.11. Sentence three is deleted and replaced with the following: (January 11, 2013 '***''*) Materials for sign mounting shall conform to Section 9-28.11. 8-21.3 Gonstruction Requirements 8-2�.3(2) Placement of Signs Sectian 8-21.3(2) is supplemented with the following: (December 18. 2009 ****"") The City of Federal Way, 253-835-2700, shall be contacted within 2 working days of completion of the permanent signing installation to inspect, inventory, and log all new and relocated signs. Other Signs: Refer to the currently adopted version of the Manual on Uniform Traffic Contro) Devices (MUTCD) with Washington State Supplements. 8-21.3(5) Sign Re/ocation Section 8-21.3(5) is supplemented with the following: (December 18. 2009 *"**"") King County METRO and/or Pierce Transit personnel will remove and reinstall all existing bus stop signs and suppo�ts within the project limits. The Contractor shall contact King County METRO at 206-684-2732 and/or Pierce Transit at 253-581-8130 to coordinate sign work 2 weeks prior to the required sign removal or installation. A copy of the recard of communication shall be forwarded to the City of Federal Way. 8-21.4 Measurement Section &21.4 is deleted and replaced with the following: (December 18, 2009 "*****) Permanent signing will be measured per lump sum for the total of all items for comptete signage to be furnished and installed. Measurement will be for the sum total of all items inctuding labor, materials, tools, and equipment necessary to the furnishing and installing permanent signing, sign removal, and sign relocation. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20tfi Ave S Intersection Imprmnts 131 February 2013 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4�4 45 46 47 48 49 50 51 52 8-21.5 Payment Section 8-21.5 is deleted and replaced with the following: (December 13, 2012 "****") Payment will be made in accordance with Section 1-04.1 for each of the following Bid items: "Permanent Signing", per lump sum. The lump sum bid price in the Proposal will be fu{I compensation for the costs of all labor, tools, equipment, and materials necessary or incidental to installing and removing all types of signs as shown on the plans and returning to the Owner. All costs for furnishing and installing signs on traffic signal mast arm poles shall be included in the lump sum bid price for "Traffic Signal System, S 320th Street & 20th Avenue S, Complete". 8-22 Pavement Marking 8-22.1 Description Section 8-22.1 is supplemented with the following: (December 18, 2009 "*"'**) Pavement markings shall conform to City of Federa{ Way Standard "Details. However, paint lines shall be used in lieu of profiled plastic lines on S 320�' St. 8-22.3 Construction Requirements 8-22.3(6) Removal of Pavement Markings Section 8-22.3(6) is supplemented with the following: (December 13, 2012 """**"'") As indicated on the Plar�s the Contractor shall remove existing pavement markings consisting of paint, plastic and raised pavement markings. 8-22.4 Measurement Section 8-22.4 is supplemented with the following: (December 13, 2092 ****'"*) Measurement for the removal of all pavement markings will be by the lump sum. 8-22.5 Payment Section 8-22.5 is deleted and replaced with the following: (December 93, 2012 """**") Payment will be made in accordance with Section 1-04.1 for each of the following Bid Items: "Plastic Line", per linear foot. "Paint Line", per linear foot. °Plastic Crosswalk Line", per square foot. "Plastic Stop Line", per linear foot. "Ptastic Traffic Arrov�', per each. City of Federel Way S 320th St at 20th Ave S Intersection Imprmnts 132 Special Provisions to the Standard Specifications ' February 2013 � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 8-24 Rock and Gravity Block Wall and Gabion Cribbing 8-24.2 Materials Section &24.3(2) is supplemented with the following: (January 7, 2Q02 WSDOT GSP) Gravity B/ock Wall Gravity block wall blocks shall be rectangular prisms with dimensions 2'-51/2" by 2'-5 1/2° by 4'-11", except for special blocks which shall be as dimensioned in the Plans. All dimensions shall be t 1/2". Except as otherwise specified, gravity block wall blocks will be accepted by the Engineer based on visual inspection only, with no minimum compressive strength and no air content requirements for the concrete used in the block. Gravity block wall blocks for permanent walls of heights greater than six feet and less than 15 feet shall be cast with Class 3000 concrete, conforming to the air content requirements af Section 6-02.3(2)A. Commercial concrete shall not be used. Gravity block wall blocks for permanent walls of these heights will be accepted based on visual inspection, and conformance to Section 6-02.3(27) and the specified concrete strength and air content requirements. 8-24.3 Construction Requirements 8-24.3(2) Gravity Block Wall Section 8-24.3(2) is supplemented with the following: (January 7, 2002 WSDOT GSP) Definitions Temporary Gravity Black Wall: A gravity block wall that is constructed and removed under the same contract. Temporary gravity block walls shall not exceed ten feet in height, measured from the bottom of the bottom row of blocks to the top of the highest block. Permanent Gravity Block Wall: A gravity block wall that remains in place after the conclusion of the contract under which the gravity block wall was constructed. Permanent gravity block walls shall not exceed 15 feet in height, measured from the bottom of the bottom row of blocks to the top of the highest block. Submittals The Contractor shall submit working drawings of the gravity block wall to the Engineer for app'roval in accordance with Section 6-01.9. The working drawings shall include, but not be limited to, the following: 1. Plan, elevation, and section views of the wall, showing the layout, batter, and orientation of the blocks. City of Federal Way Special Provisions !o the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 133 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 44 45 46 47 � ❑ 2. Dimensions and details of the blocks, including details and locations of block erection lifting loops and inserts, and the features designed to interlock blocks together if the blocks have such features. 3. Method and equipment used to erect the blocks. 4. Erection sequence. The Contractor shall not begin fabricating gravity block wall blocks until receiving the EngineePs approval of the working drawing submittal. Gravity Block Wall Erection After excavating for the watl base, the Contractor shall grade the excavation for a width equal to or exceeding the width of the bottom row of blocks. The base shall be graded to the base elevation shown in the Plans and working drawings as approved by the Engineer, and shall accommodate the batter of the bottom row of blocks. The Contractor shall erect the gravity block wall and place the backfill in accordance with the erection sequence as approved by the Engineer. The top of the gravity block wall shall be within two inches of the line and grade shown in the Plans. The backfill shall be compacted in accordance with Section 2-03.3(14)C, Method C. The Contractor shall repair all large blemishes, honeycombed areas, and chipped surfaces, (25 square inches and larger•) on the exposed face of the erected wall using methods and materials as approved by the Engineer. 8-24.4 Measurement Section &24.4 is supplemented with the following: (January 11, 2013*"""`�`) Gravity block walt will be measured by the square foot of completed wall in place. The vertical timits for measurement are from the bottom of the bottom layer of blocks to the top of the top layer of blocks. The horizontal limits for measurement are from the end of the wall to the end of the wall. 8-24.5 Payment Section 8-24.5 is supplemented with the following: (January 99, 2013 *"***") Payment wil! be made in accordance with Section 1-04.1 for each of the following Bid Items: "Gravity Block Wall", per square foot. The unit Contract price per square foot for "Gravity Block Wall" shall be full pay for constructing the walls as shown in the Plans, including installation of all base course materials, geotextile fabric, backfill materials, and drain pipes. Add the following new section: 48 8-30 Pervious Concrete Sidewalks 49 8-30.1 Description 50 City of Pederal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 134 Febnaary 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 Section 8-30 applies to the construction of pervious concrete sidewalks, made of Portland cement, aggregate, water, and other approved admixtures. 8-30.2 Materials Materials shall meet the requirements of the following: Cement shall be Portland Cement Type I or II conforming to ASTM C150. Sand shall meet fhe requirements of 9-03.1(2) "Fine Aggregate for Portland Cement Concrete.° Water shall be potable. Perco-Crete additive shall be as supplied from: Michiels International Inc. Kenmore, Washington: Tel: 425-487-1151 / Fax: 425-487-1891 Frank Michiels Email: frankmichiels@miitrade.com or approved equal. Superplasticizers shall be conforming to ASTM C1017 Type 1, AASHTO M 194: Types F. Such as Master Builders Glenium� 3000 NS.pdf or approved equal (ASTM C 494 / AASHTO M 194: Types F& G; ASTM C1017: Type I) 8-30.3 Construction Requirements 8-30.3(A) Mix Design The pervious concrete mix design shall be: P�qgregate of 100% sand. The aggregate to cement ratio in (pound/paund} shall be 5.7 : 1 The water to cement ratio (pound/pound) shall be 0.41 Additive of PercaCrete at a rate of 33 pound per cubic yard of material. Superplasticizers shall be 18 oz per 100 pound of cement. The concrete shall be designed with 22°/a void content. The concrete supplier shalf verify that they are able to determine the free moisture of the sand aggregate to within 0_5% of the actual value of the sand moisture content. The procedure for moisture probe calibratian and determining the stock pile moisture content variation shall be submitted to the Engineer for approval. The concrete supplier shall submit a mix design and batching procedure for approval befare batching the pervious concrete. 8-30.3(B) Batching and Carting Concrete shall not be batched if the air temperature is above 87 degrees F. City of Federal Way Speciai Provisions to the Standard Specifications S 32Qth St at 20th Ave S Inteisection Imprmnts 135 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 There shall be no head water or residual water remaining in the truck before batching the materials. Batch sizes shall be limited to a maximum of 7 CY. There is no required minimum batch size. The pervious concrete material shall be batched in the following sequence: (1) All of the free water and the superptasticizer, (2) half af the aggregates plus the perco-crete; (3) mix for 1 minute, while continuing to rotate the drum add; (4) the cement; (5) the remaining half of the aggregates. Mix as fast as possible for 3 minutes. Stop the rotation of the drum. D� NOT CONTINUE TO MIX OR ROTATE THE DRUM. - NO ADDITIONAL WATER SHALL BE ADDED TO THE MATERIAL AFTER THE INITIAL BATCHING PROCESS UNLESS OTHERWISE APPROVED BY THE ENGINEER. NO WATER SHALL BE ADDED TO THE MIXTURE DURING HAULING OR DISCHARGING. !f balling of the mixture occurs, 2 lengths of plastic decking material 24-inches long shall be added into the drum for all subsequent mixes. This decking material sha{I not be incorporated into the concrete but shall be reused in the next batching operation. 8-30.3(C) Field Testing Before any pervious concrete material is incorporated into the work, the maferial shall be visually inspected for uniform mixing and the correct moisture content. Material which does not meet the visual inspection shall be rejected and shall not be included in the work. If the Engineer detetmines that the material has excessive balls it will be rejected. Material that is excessively wet or dry shafl be rejected. When the concrete is at the cotrect moisture content a small sample can be compressed by hand to form a shape which will remain after compression. With slight bouncing the compressed concrete will break in to several large pieces. No consideration for payment of any sort will be given for rejected material. 8-30.3(D) Placement and Curing Sidewalk forms shall be held in place by stakes or other approved methods that do not extend above the form work height. The pervious concrete material shall be finished by a plate compactor or roller that must be able to ride on top of the formwork uninhibited by formwork stakes. Before placing the pervious concrete material the forms and subgrade shall be surface wet. Any excess water standing in pools or flowing shall be removed prior to placing pervious concrete. The pervious concrete materiat shall be placed within one hour of the introduction of the mix water, unless otherwise approved by the Engineer. Any portions of the concrete mixture which shows evidence of balling shall be thinly cast over the prepared area. No mixture which has evidence of balling shall be placed in the concrete section. Any portions of completed concrete which has evidence of balling in the mixture shall be removed and replaced at the contractors expense. The pervious concrete shall be manually screed to 'h-inch higher than the forms finished elevation. Care shall be taken to not incorporate foreign material into the concrete when placing City of Federal Way Special Provisions to the Siandard Specifications S 320th St at 20th Ave S Intersection Imprmnts 136 Febn�ary 2013 1 � I ' I' � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48: 49 50 and leveling. Workers shall not walk in or compress the conc�ete material as they are placing and spreading the material. After screeding the Contractor shall finish the edges of the sidewalk by hand. The Contractor shall use an edging tool to compress and round the edge of the plastic concrete. At the same time the forms shall be cleaned of any loose concrete. After edge warking, the concrete will be compressed with a vibrator plate compactor ar roller or other approved finishing procedure. The vibrator plate compactor or roller shall span the entire width of the sidewalk and shall rest on the forms once the pervious concrete has compacted. Other procedures, if requested, shall be evaluated during the installation of the test panel(s). The Engineer shall be solely responsible for determining the suitability of other finishing techniques. The vibrator plate compactor shall be capable of exerting a base pressure of 5 psi. The plate shall span the entire width of the sidewalk. The plate shall be between 12 to 20 inches long. The front edge of the plate shall angle or curved upwards. Different combinations of plate weight and vibration frequency may be used to achieve the 5 psi. The roller sha{I have a weigh of 30 pounds per linear foot. The roller shall have a minimum diameter of 10 inches. The roller shall span the entire width of the sidewalk. Expansion Joints shall be placed 50 feet apart. Contraction joints shall be 8 feet (width of sidewalk) apart unless otherwise noted on the contract plans (specific joint placement as required per City of Federal way City Center Sidewalk Layouts). Contraction joints shall be '/< the depth of the sidewalk. Contraction joints shall be installed in plastic concrete. Immediately after finishing the concrete it shall be covered with 6-mm thick (min) white polyethylene sheet as per Section 5-05(13)C, White Polyethytene Sheeting. Prior to covering, a fog or light mist of water shall be sprayed above the surface. The sidewalk shall remain covered and be allowed to cure undisturbed for a minimum of 3 days. Barricades and markings shall be place about the newly placed concrete to keep pedestrian traffic from walking on it for the duration that it is covered. Weights shall be provided around the edges of the polysthylene sheeting to keep the sheeting in place_ 8-30.3(E) Test Panel The Contractor is to place one satisfactory test panel to demonstrate that they can place pervious concrete sidewalk before placing the pervious concrete sidewalk as required in the contract. The test panel is to be a minimum of 40 feet and a maximum of 80 feet long and to the dimensions, depth and location shown in the plans. The maximum size of the test panel shall be one ready-mix truckload. The test panel shall be placed at any {ocation specified to have pervious concrete sidewalk installed. The test panet shall be cured for 7 days and then inspected and tested for acceptance. The test panel shall be acceptable if the pervious concrete material is placed to the lines and grades shown in the plans and if the material has sufficient infiltration capacity and strength. The Engineer shall be solely responsible for determining the acceptability of the test panel. Upon acceptance of the test panel by the Engineer the rest of the remaining portions of work may be installed. If the test panel is determined to be unacceptable by the Engineer, the test City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 13T February 2013 1 panel shall be removed and disposed of in an appropriate manner. Payment for the removal, 2 haul and disposaf of the test shall be considered to be incidental to the bid item "Pervious 3 Concrete Sidewalk." 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 8-30.3(F) Quality Assurance Testirrg Before acceptance by the City, the Contractor shall pressure wash the pervious concrete sidewalk. The pressure washing shall be completed by a washer working at a minimum of 3000 psi and 1.0 gpm. The nozzle shall be held a maximum of 3 inches off the concrete. The Contractor shall wash the entire top surface of the pervious concrete sidewalk. Any sections of pervious concrete that breaks up, pits or does not irtfiltrate shall be removed and replaced with acceptable pervious concrete. The approximate minimum infiltration rate required is 10 inches per hour. The Engineer shall be solely responsible of determining the acceptability of the concrete after pressure washing. The Contractor may decide how soon after placing the penrious concrete that they perform the quality assurance testing for the City's acceptance. No consideration for payment of any sort will be given for rejected material. All costs to remove the defective work and replace it with acceptable material shall be responsibility of the Contractor. 8-30.3(G) Underdrain System The underdrain system shall be excavated into the native soils in the sidewatk location. !n preparation for the gravel backfill the native soil shall be excavated to the lines, grades, and depths shown in the plans. The depth of the underdrain gravel backfill shall vary with the slope of the final sidewalk. The subgrade materials shall NOT be compacted. The berms shall be compacted. If fill material is required to create the berms in the underdrain system, the Contractor shall use the native material excavated from other locations in the underdrain system. Payment for placing and compacting fill material shall be included in the bid item "Permeable Ballast." Construction geotextile shall be placed to the dimensions shown in the plans. All joints shall be ove�apped to the manufactures recommendations. Construction geotextile for underground drainage shall meet the requirements of Section 9-33 for permanent erosion control, high sunrivability, and Class B filtration. Gravel backfill shall consist of naturally occurring raund granular material. It shall be free of various types of wood or extraneous or objectionable material. It shat! meet the following test requirements: Stabilometer "R" Value 72 min Swell Pressure 0.3 psi max. The gravel shall meet the following gradation: Sieve Size '/2 inch square Percent Passing �� City of Federal Way Special Provisions to the Standard Specifica6ans S 320th St at 20th Ave S Intersection Imprmnts 138 Febnaary 2013 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 44 Sieve #4 0-5 max US No. 200 0-1.5 max 8-30.3{H) Other Relevant Sections The following sections of the Washington State Standard Specifications for Road, Bridge and Municipal Construction 2012 shall apply to the construction of pervious concrete sidewalk: 5-05.3(8) Joints 5-05(13) B White Polyethylene Sheeting 6-02.3{3) Admixtures 6-02.3(4) Ready-Mix Concrete 6-02.3(5)C Conformance to Mix Design 6-02.3(5)K Rejecting Concrete 6-02.3(6) Placing Concrete 6-02.3(17) Falsework and Formwork 8-30,4 Measurement "Pervious Concrete Sidewalkn will be measured in place by the square yard to the neat lines and depths as shown on the plans. "Pervious Concrete Testing" will be measured in place by the square yard to the neat lines and depths as shown on the plans. 8-30.5 Payment "Pervious Concrete Sidewalk", per square yard. Payment of the bid item "Pervious Concrete Sidewalk" shall be full payment to remove pavement, saw cut, excavate, grade, form, furnish, install, cover and protect the pervious concrete and to provide restoration of the adjacent areas disturbed. Payment shall also include alt cost to complete submittals, test panels and verification of batching procedures "Pervious Concrete Testingn' per square yard. Payment of the bid item "Pervious Concrete Testing" shall be full payment to perform the quality assurance testing required for acceptance of the pervious concrete by the Engineer. Add the following new section: 8-31 Resolution Of Utility Conflicts (January 11, 2013 ***""*) 8-31.1 Description This work involves the identification and resolution of utility conflicts not identified in the plans between proposed improvements and existing utilities. The Contracting Agency will pay these costs by force account if the work proves to be acceptable and the Contractor had performed the work with the authority of and due notice to the Engineer. 45 8-31.3 Construction Requirements , 46 The contracting agency may direct the Contractor to pothole existing utilities to verify the field 47 location and depth. Potholing shall include excavation and backfilling of the existing utility, 48 identification of the pipe or line size, material type and condition and the survey work to locate ' City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 139 February 2013 I ' I� � 1 the facility horizontally and vertically. Survey information to be obtained shall include station 2 and offset to center of utility and elevation at top of utility. Stations, offsets and elevations shatl 3 be to the nearest 0.1 foot unless greater accuracy is required. Potho{es shall be backfilled with 4 CSBC unless otherwise directed by the Engineer. In areas subject to public traffic, the upper 5 four inches of the pothole shall be backfilled with Temporary Pavement in accordance with 6 Section 5-04.3(22). , 7 In the event that a conflict arises between the proposed improvements and an existing utility, the 8 Resolution of Utility Coriflicts item will compensate the Contractor for standby time and 9 additional work in the following manner: 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 1. Standbv time resulting from existing utility conflicts a) Standbv time is defined as time the Cor�tractor is unable to proceed with progression of a spec�c work item (i.e. storm drainage, underground utility installation etc.) due to conflicts with existing facilities. However, payment for standby time shall be limited to: (1) For each agreed upon conflict, a maximum of four (4) hours af standby time will be paid for actual delay of labor and equipment due to a utility conflict. The Contractor shall be responsible to adjust his work schedule and/or reassign his work forces and equipment to other areas of work to minimize standby time. (2) If the conflict is resolved within one (1) hour of notification to the Engineer, no standby time will be paid. 2. Additional work required to resolve utility conflicts will be paid for at the bid unit prices for the associated work. Work that can be measured and paid for at the unit contract prices shall not be identfied as force account work. This work includes but is not limited to: (1) Storm drainage manhole, pipe, vault, and conduit realignments of line and/or grade for the storm drain and undergrounding of overhead utilities, to avoid existing utility conflicts. (2) Additional storm drainage manholes, pipe, vaults, and conduit required by a change in alignment, and/or grade, not exceeding the limits set in section 1-04.4 of the Standard Specifications. 35 8-31.4 Vacant 36 37 8-31.5 Payment 38 39 "Resolution of Utility Conflicts" will be paid by force account as provided in section 1-09.6. 4Q "Utility Potholing�, will be paid by force account as provided in Section 1-09.6. 41 All costs for resolving utility conflicts and potholing will be paid for by force account in 42 accordance with section 1-09.6. To provide a common proposal for all bidders, the Contracting 43 Agency has estimated the amount for "Resolution of Utility Conflicts" and "Utility Potholing" and 44 entered the amourrts in the proposal to become a part of the total bid by the Contractor. Utility 45 conflicts due to the Contractor's actions or operations shall be resolved by the Contractor at no 46 expense to the Contracting Agency. City of Federaf Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 140 February 2013 1 2 3 END OF DIVISION 8 City of Federal Way Special Provisions to the Standard Specifications S 320kh St at 20th Ave S Intersection Imprmnts 141 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Division 9 Materials 9-03 Aggregates 9-03.8 Aggregates for Hot Mix Asphalt 9-03.8(2) HMA Test Requirements (March 10, 2010 APWA GSP) Section 9-03.8(2) is supplemented with the following: ESAL's The number of ESAL's for the design and acceptance of the HMA shali be 10 million. 9-03.8(7) HMA Tolerances and Adjustments (March 10, 2090 APWA GSP) Delete item 1 and replace it with the following: 1. Job Mix Formula Tolerances. After the JMF is determined as required in 5-04.3(7�4, the constituents of the mixture at the time of acceptance shall conform to the following tolerances: Aggregate, percent passing 1", 3/", %z", and 3/8" sieves U.S. No. 4 sieve U.S. No. 8 sieve U.S. No. 200 sieve Asphalt Binder Evaluation ±6% ±6% ±6% ±2.0% ±0.5% Commercial Evaluation ±8% ±8% ±8% ±3.0°10 ±0.7% These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100% passing wiil be 99-100. The tolerance limits on sieves shall only apply to sieves with control points. 9-03.21 Recycled Material 9-03.21(1 } is supplemented with the following: (January 11, 2013 *'`****) No recycled glass shall be permitted in aggregate backfill or borrow products. City of Federal Way S 320th St at 20th Ave S IMersection Imprmnts 142 Special Provisions to the Standard Specifications � February 2013 , I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 9-06 Structural Steel and Related Materials 9-06.16 Roadside Sign Structures Section 9-06.16 is supplemented with the following: (January 3, 2011 WSDOT GSP) Perforated Steel Square Sign Post System Where noted in the Plans, steel sign post systems shall be square, pre-punched galvanized steel tubing, that are NCHRP 350 Test Level 3 Cert�ed and FHWA approved. The steel sign post system shall include all anchor sleeves, and other hardware required for a complete sign installation. System Acceptance Systems listed in the current QPL will be accepted per the QPL approval code. Systems not listed in the QPL will be accepted based on a Supplier's Certificate of Compliance. The Supplier's Certificate of Compliance will be a contract specific letter from the supplier stating the system is NCHRP 350 Test Level 3 compliant. (January 3, 2011 WSDOT GSP) Manufacturers for Steel Roadside Sign Supports The Standard Plans lists several steel sign support types. These supports are patented devices and many are sole-source. All of the sign suppart types listed below are acceptable when shown in the Plans. Steel Sipn Support Tvpe Type TP-A & TP-B Type PL, PL-T & PL-U Type AS Type AP Type ST 1, ST 2, ST 3, & ST 4 Type SB-1, SB-2, & SB-3 Manufacturer Transpo Industries, Inc. Northwest Pipe Co. Transpo Industries, Inc. Transpo Industries, Inc. Ultimate Highway Products, Allied Tube & Conduit, Inc., Northwest Pipe, Inc. Uftimate Highway Products, Xcessories Squared Development and Manufacturing Incorporated, Northwest Pipe, Inc. 9-14 Erosion Control and Roadside Planting s-�4.1(1) Topsoil Type A Section 9-14.1(1) is supplemented with the following: (January 11, 2093 "**"**) City of Federaf Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 143 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3Q 31 Topsoil Type A shall be a readily availab{e 3-way commercial mix. Submit one (1) cubic foot sample to Engineer for approval. 9-14.3 Fertilizer Section 9-14.3 is supplemented with the following: (January 99, 2013 '*"**'`) Fertilizer Plantinq Tablets: The Contractor shall provide fertilizer planting tablets consisfing of 21 gram slow release commercial grade fertilizer in tablet form in the following composition by weight plus micronutrients: 20 percent nitrogen 10 percent phosphorous 5 percent potassium Lawn Fertilizer: The Contractor shall provide fertilizer consisting of slaw release granular fertilizer consisting of water-insoluble nitrogen, phosphorous, and potassium in the following composition by weight: 16 percent nitrogen 4 percent phosphorous 4 percent potassium 3 percent iron 9-14.7 Stakes, Guys, and Wrapping Section 9-14.7 is supplemented with the following: (January 19, 2013 "*"***) Stakes shall be BVC round tree stakes with Chainlock guying or Engineer accepted product. No wrapping required. 32 9-18 Precast Traffic Curb and Block Traffic Curb 33 34 35 36 37 38 39 40 41 42 43 44 45 46 (December 12, 2012 **"***) 9-18.3 Vacant Section 9-18.3 is deleted and replaced with the following: 9-18.3 Block Traffic Curb !n construction of the block traffic curb, the Contractor shall have the option of using either length block shown in the plans, provided the same length block is used throughout the entire project. The curb units shall be made from portland cement and high quality sand and gravel, the proportions of which will be left to the discretion of the producer as long as the unit develops a minimum compressive strength of 1,600 psi at 28 days when tested for end loading. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 144 February 2013 1 2 3 4 5 6 7 8 9 The proportions of sand, gravel, and cement, the type of forms used, and the method of compacting the concrete in the forms shall ali be such that as dense, smooth, and uniform a surface as is practicable for a concrete masonry unit is obtained an the finished curb units. The faces that are to be exposed shall be free from chips, cracks, air holes, honeycomb, or other imperFections except that if not more than 5 percent of the curb units contain slight cracks, small chips not larger than '/z inch, or air holes not more than '/z inch in diameter or depth, this shall not be deemed grounds for rejection. The units used in any contiguous line af curb shall have approximately the same color and surface characteristics. 10 9-21 Raised Pavement Markers (RPM) 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 � 35 36 37 38 39 40 41 42 43 44 45 46 47 9-21.2(1) Physical Properties Section 9-21.2(1) is supplemented with the following: (March 13, 2092 ***'"`*) Type 2 raised pavement markers shall NOT be ceramic. 9-28 Signing Materials and Fabrication 9-28.1 General Section 9-21.2(1) is modified as follows: Paragraph three is deleted and replaced with the following: (January 8, 20?3 *'*""*) All regulatory (R series), school (S series), and warning (VII and X series) signs, except for parking regulation, parking prohibition signing and signs of fluorescent yellow color shall be constructed with Type III Glass Bead Retroreflective Efement Material sheeting in accordance with Section 9-28.12 af the Standard Specifications. This sheeting has a retro reflection rating of 250 candelas/foot candle/square foot for white-silver sheeting with a divergence angle of 0.2 degrees and an incidence angle of minus 4 degrees. This high intensity sheeting shall be Type III sheeting or greater. All street name (D-3) sign sheeting shall meet this specification. The reflecfivity standard of supplemental plaques shall match that of the primary sign. All overhead signing, all regulatory (R series) of ftuorescent yellow color and all school (S series) of florescent yellow color shall meet the specifications of Type IX Micro Prismatic Retroreflective Element Material sheeting in accordance with Section 9-28.12 of the Standard Specifications. This standard applies to all signs mounted above the roadway, on span wire or signal mast arms and all regulatory (R series) and school (S series) signs of fluorescent yeilow color. The reflectivity standard of suppfemental plaques shall match that of the primary sign. Motorist information and parking signing shall be constructed with Type I Glass Bead Retroreflective Element Material sheeting in accordance with Section 9-28.12 of the Standard Specifications. The reflectivity standard of supplemer�tal plaques shall match that of the primary sign. City of Federat Way Special Provisions to the Standard Specifications S 32Qth St at 20th Ave S Intersection Imprmnts 145 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 9-28.8 Sheet Aluminum Signs Section 9-28.8 is supplemented with the following: (January 8, 2093 "*"*"") Maximum Dimension Blank Thickness Less than 30 inches 0.080 inches Greater than 30 inches, less than 48 inches 0.100 inches Greater than 48 inches 0.125 inches Section 9-28.8 is supplemented with the following: (January 8, 2013 *"*""") All permanent signs shall be constructed from aluminum sign blanks unless otherwise approved by the Engineer. Sign-blank minimum thicknesses, based on maximum dimensions, shall be as follows: All D-3 street-name signs shall be constructed with 0.100-inch-thick blanks. The Contractor shall install permanent signs which meet or exceed the minimum reflectivity sfandards. All sign face sheeting shall be applied to sign blanks with pressure sensitive adhesives. 9-28.9 Fiberglass Reinforced Plastic Signs Section 9-28.9 is deleted in its entirety. (December 18, 2009 "***"*) 9-28.14 Sign Support Structures Section 9-28.14 is supplemented with the following: (December 18, 2009 "**""'") Unless otherwise noted on the plans or approved by the engineer, all sign posts shall be timber sign posts. 9-28.14(1) Timber Sign Posts Section 9-28.14(1) is supplemented with the following: (December 18, 2009 *""*"�') All ground-mounted signposts shall use pressure treated hem-fir wood posts unless approved otherwise by the Engineer. All wood posts shall be buried a minimum of 30 inches below the finished ground line. Post backfill shall be compacted at several levels to minimize settling. All posts shall be twaway plumb. 9-28.14(2) Steet Structures and Posts Section 9-28.14(2) is supplemented with the following: (December 18, 2009 """'*"*) City of Federal Way Special Provisions to the Standard Speciflcations S 320th St at 20th Ave S Intersection Imprmnts 146 Febnaary 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4Q 41 42 43 44 45 46 47 Unless otherwise noted on the plans or approved by the engineer, ail sign posts shall be timber sign posts. Approved Manufacturers for Stee! Sign Supports The Standard Plans lists severat steel sign support types. These supports are patented devices and many are sale-source. All of the sign support types listed below are acceptable when shown in the plans. Steel Siqn Support Type Type TP-A & TP-B Type PL, PL-T & PL-U Type AS Type AP Type ST 1, ST 2, ST 3, & ST 4 Type SB-1, SB-2, & SB-3 Manufacturer Transpo Industries, Inc. Northwest Pipe Co. Transpo Industries, Inc. Transpo Industries, Inc. Ultimate Highway Products, Allied Tube & Conduit, inc., Northwest Pipe, Inc. Ultimate Highway Products, Xcessories Squared Development and Manufacturing Incorporated„ Northwest Pipe, Inc. 9-29 Illumination, Signal, Electrical 9-29.1 Conduit, Innerduct, and Outerduct Section 9-29.1 is supplemented with the following: (June 5, 2000 WSDOT NWR) Conduit Coatings Conduit fittings for steel conduit shall be coated with galvanizing repair paint in the same manner as conduit couplings. Electroplated fittings are not allawed. Steel conduit entering concrete shall be wrapped in 2-inch-wide pipe wrap tape with a minimum 1-inch overlap for 12 inches on each side of the concrete face. Pipe wrap tape shall be installed per the manufacturer's recommendations. 9-29.1(1) Rigid Metal Conduit, Galvanized Steel Outerduct, and Fittings Section 9-29.1(1) is supplemented with the following: (August 90, 20Q9 WSDOT NWR) Conduit Sealing Mechanical ptugs for cabinet conduit sealing shail be one of the following: 1. Tyco Electronics - TDUX 2. Jackmoon — Triplex Duct Plugs 3. O-Z Gedney — Conduit Sealing Bushings The mechanical plug shali withstand a minimum of 5 psi of pressure. 48 9-29.1(2) Rigid Metal Conduit Fittings and Appurtenances 49 Section 9-29.1(2) is supplemented with the following: 50 City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 147 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 (August 10, 2009 WSDOT NWR) Conduit Coatings Electroplated couplings are not allowed. (March 4, 2009 WSDOT NWR) Surface Mounting Conduit Qttachment Components Channel supports and all fastening hardware components shall be Type 304 stainless steel. 9-29.2 Junction Boxes, Cable Vaults and Pul! Boxes 9-29.2(1) Standard Duty Junction Boxes Section 9-29.2(1) is supplemented with the following: (January 21, 2011 WSDOT NWR) Concrete Junction Boxes The Non-slip lid and frame shall be made of the following material: Non-slip lid ASTM A36 flat steel Non-slip frame ASTM A36 flat steel Both the non-slip lid and non-slip frame shall be treated with Mebac1 (their most aggressive surface) as manufactured by IKG industries, or SIipNOT Grade 3-coarse as manufactured by W.S. Molnar Co. The non-slip lid shall be identified with permanent marking on the underside indicating the type of surface treatment ("M1" for Mebac 1; or "S3" for SlipNot3) and the year of manufacturer. The permanent marking shall be 1/8 inch line thickness formed by engraving, siamping or with a stainless steel weld bead. 9-29.2(2)A Standard Duty Cabte Vaults and Pull Boxes Section 9-29.2(2�4 is supplemented with the following: (January 21, 2091 WSDOT GSP) Cable Vaults and Pull Boxes All Standard Duty Cable Vaults and Pull Boxes placed in sidewalks, walkways and shared use paths shall have slip resistant surfaces. The Standard Duty Cable Vaults and Pull Boxes steel frame, lid suppo�t and lid shall be hot-dip galvanized. The Non-slip lid and frame shall be made of the following material: Non-slip lid ASTM A36 flat steel Non-slip frame ASTM A36 flat steel Both the non-slip lid and non-slip frame shall be treated with Mebac1 (their most aggressive surface) as manufactured by IKG industries, or SIipNOT Grade 3-coarse as manufactured by W.S. Molnar Co. The non-slip lid shatl be identified with permanent marking on the underside indicating the type of surface treatment ("M1" for Mebac 1; or "S3" for SlipNot3) and the year of manufacturer. The permanent marking shall be 1/8 inch line thickness formed by engraving, stamping or with a stainless steel weld bead. Add the following new section: (March 95, 2012 ******) 9-29.2(5) Fiber Vaults Where fiber vaults are called for on the Drawings, the Contractor shall provide pre-cast utility vaults meeting ASTM C 478 with twenty-eight (28) day 5500 psi minimum compressive City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 148 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4�t 45 46 47 48 49 50 strength concrete and designed for H-20 loading unless othervvise indicated on the Drawings. The fiber vaults are to be provided with a racking hardware package for cable storage and mounting of the splice case. The vault cover shall have a bolt-down, non-skid surface and a ground strap. Fiber vaults shall contain a splice enclosure. Fiber Optic Splice Closure shall be a Coyote Closure manufactured by Preformed Line Products or equivalent, shall be suitable for both vault and aerial applications, and shall meet the following requirements: 1. Be made of twa injection-molded high-density thermoplastic shells, be 22 inches in length and 6 inches in diameter, and have capacity to store up to four splice trays. 2. Each splice case shall have two end plates; one end plate shall have no ports, the other endplate shall consist of a three section end plate with six ports - two 3/4-inch ports and four 7/8-inch ports. Each unused port shall have a grommet installed. The end plates shal{ be durable glass-filled high-density thermoplastic shells. 3. The splice enclosure shall be suitable for outdoor applications with a temperature range of -10°C to 60°C. 4. The splice enclosure shall provide sufficient space to allow entry of fiber optic cable without exceeding the cable minimum bending radius. 5. The enclosure shall protect the splices from moisture and mechanical damage and shall be resistant to corrosion. 6. The enclosure shalt be waterproof, re-enterable and shall have a neoprene gasket sealing system to prevent water from entering. 7. The enclosure shall permit selsctive sp{icing to allow one or more fibers to be cut and spliced without disrupting other fibers. 8. The enclosure shall have strain relief for the cable to prevent accidental tension from disturbing the splices. 9. Each splice tray will be able to store 36 splices securely. Each splice shall be individually mounted and mechanically protected on the splice tray. Vinyl markers shall be suppfied to identify each fiber spliced within the enclosure. 9-29.3 Fiber Optic Cab/e, Electrica! Conductors and Cable Section 9-29.3 is supplemented with the following: (December 13, 2092 *****") Video cable from the camera (sensor) to the controller cabinet will be either coax cable or twisted pair cable depending on the system selected. The cable used shall conform to the video detection manufactures recommendations. 9-29.3(1) Fiber Optic Cable Section 9-29.3(1} is supplemenfed with the following: (January 39, 2092 "**"**) Fiber optic cable conduit shall be supplied as a system from a single manufacturer providing all of the conduit, all required fittings, termination and other installation accessories; all in accordance with the Contract Documents_ City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Irrtersection Imprmnts 149 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 9-29.3(1)A Singlemode Fiber Optic Cabie Section 9-29.3(1)A is supplemented with the following: (January 31, 2012 "***"*) Optical fiber shall meet the requirements of ITU G652 and specifically meet ITU G652.D Attributes. The fibers shall support the transmission of wavelengths for Coarse Wavelength Division Multiplexing (CWDM) as defined in ITU G694.2. Products shall meet or exceed the applicable provisions of the latest edition of the following documents Document Title ANSI, C8.47-1983 merican National Standard for Polyolefin-insulated Thermoplastic Jacketed Communication Cables CFR 1755.900-RUS e of Federal Regu/ations - Rural Utilify Services Specification for Filled Fiber O tic Cables EIA-455-27A E/ectronic lndustries Alliance, Method of Measuring Uncoated Diameter of O tical Wave uide Fibers EiA�55-28B E/ectronic lndustries Alliance, Method For Measuring Tensi(e Failure Point of O tical Wav uide Fibers EIA-455-34 E/ectronic lndustries Alliance, Interconnection Device lnsertian Loss Test EIA-455-95 Electronic Industries A/liance, Absotute Optica( Power Test for O tical Fibers and Cables EIA-455-103 E/ecfronic Industries Alliance, Buffered Fiber Bend Test EIA-359-A-1 Electronic lndustries A/liance, S cial Colors 9-29.3(2)F Detector Loop Wire Section 9-29.3(2)F is deleted and replaced with the following: (October 5, 2009 WSDOT NWR) Detector Loop Wire Deteetor loop wire shall use 14 AWG stranded copper conductors, and shall conform to IMSA Speci�cation 51-7, with cross-linked polyethylene (XLPE) insulation encased in a polyethylene outer jacket (PE tube). 9-29.3(2jH Three-Conductor Shielded Cable Section 9-29.3(2)H is supplemented with the following: (March 93, 2012 ***"**) Lead-in cable back to the controller for Opticom units shall be 3-M detector 138 cable or equivalent. 9-29.5 Vacant Section 9-29.5 is deleted and replaced with the following: City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 150 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2'{ 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 (May 39, 2012 "****") 9-29.5 School Zone Beacon � Rectangular Rapid Flashing Beacon (RRFB) Standards (May 31, 2012 ""�"'*") Pole Foundations: Shall be as indicated on the plans. Sign Poles, Bases, and Caps: Sign poles shall be 4" — 8 NPT Schedule 40, galvanized steel meeting the following minimum requirements: Standard 4" Sch 40 .......... ASTM A53 Grade B ERW Tensile Strength, KSI .......................... 60 Yield Strength, KSI .............................. 35 Weight Per Foot ............................. 10.79 Ib. Standard Wall Thickness .................. 0237" Outside Diameter ............................... 4.5" Threading and deburring of the Pedestal Pole shall be in accordance with the basic dimensions of American National Standard Taper Pipe Threads, NPT (ANSI B1.2). The pole shall be pre-galvanized or galvanized after fabrication meeting the requirements below: 1. Pre-Galvanized: Pipe shall have clean square saw cuts and free of burrs. After threading threads shall be sprayed with a rust-protective zinc-rich coating. Galvanizing shall be a minimum of 1.6 oz./ft.z. 2. Galvanized After Fabrication: Pipe shall have clean square saw cuts and free of burrs. Pole shall be hot dipped galvanized to comply with ASTM A-123 with a minimum of 1.6 oz./ft2 after fabrication. Threads shall be heated and brushed to remove excess zinc. 3. MILL CERTIFICATION: Mill test reports to be maintained and supplied on request. PACKAGING: Threaded end shall have protective cap to prevent thread damage. Cardboard sleeve shall cover the entire length of shaft to protect surface finish during storage and shipment. Pole caps shall be Dome Type, aluminum, fitting a 4'/�-inch OD pole, with a stainless steel set screw, sq hd,'/4"-20 X'h ". The pole base shail be square aluminum pedestal base with aluminum door meeting the following minimum requirements: 1. Square cast aluminum with natural finish, minimum weight of 21 Ibs. with dimensions as shown in the Figure below. City of Federa! Way S 320th St at 20th Ave S Intersection Imprmnts � Q.�����3°�� Special Provisions to the Standard Specifications 151 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 2. Upper end shall be threaded to receive a 4" NPT pipe shaft. Base threads shall be tapped to allow full p�ote engagement w/o exposed threads on the pole. 3. Shall be of such design that it may be fastened to a foundation with four (4) 3!4" anchor bolts located 90 degrees apart on the bottom of the base. 4. There shall be slots in the bottom of the base 1'/2" wide and 2'/2" long measured along the circumference of the bolt circle, allowing a proper fit even if the bolts are placed slightly off center. 5. Shall accommodate bolt circles of a minimum of 12" through a maximum of 14'h" and anchor bolts with a minimum of 5/8" through 1" diameter. 6. Shall be equipped with a removable aluminum daar. Door opening shall be free of burrs and sharp edges and be no less than 8'/Z" square. The door shall be attached to the base using one stainless steel socket button head screw to prevent unauthorized entry. 7. Shall be fabricated free of voids, pits, dents, molding sand and excessive foundry grinding marks. All design radii shall be smooth and intact. Exterior surface finish shall be smooth and cosmetically acceptable by being free of molding fins, cracks and other exterior blemishes. 8. Shall be fabricated from new aluminum ingot. No scrap materials shall be used. Minimum requirements as fo{lows: a. Aluminum Alloy ...........319 Elongation (% in 2") .........2 b. Tensile Strength, KSI.......27 Brinell Hardness..........70-100 c. Yield Strength,KSl ...........18 FRANGIBILITY: The base shall meet or exceed 1985 AASHTO breakaway requirements. Test reports from an FHWA approved independent laboratory shall be provided certifying that the base has been tested and meets all applicable requirements. In addition, a statement of certification ftom the FHWA stating such tests have been accepted and approved shall be supplied. STRUCTURAL INTEGRITY: In order to prove structural soundness a certification from a recognized independent structurat laboratory shall be provided certifying that the base witl withstand a bending moment of 10,750 ft. Ibs. Such test shall be performed in the following manner: 1. A force shall be applied at a distance from the bottom of the base in order to produce a moment. All bases must reach a moment capacity of 10,750 ft. Ibs. without breaking, cracking or rupturing in any manner. 2. After force has been removed, the lever arm shall return to within .250" of its original rest position. 3. All tests shall be made using 4" schedule 40 Steel Pipe. A reinforcing collar shall be installed at the top of the pole base in accordance with manufacturers' instructions. The collar shall be a three segment assembly designed to retrofit onto an existing square cast aluminum or iron pedestal base. The collar shall meet the following minimum requirements: MATERIAL: Reinforcing collar shall be three-piece cast aluminum with the minimum requirements: Aluminum Alloy ............................713 Tensile Strength, KSI ....................32 Yield Strength, KSI ........................22 City of Federal Way S 320th St at 20th Ave S IMersection Impnnnts 152 Special Provisions to the Standard Specifications ' February 2013 , I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Elongation (% in 2") .......................3 Brinell Hardness ............................70 Minimum Wall Thickness .............5/8" Minimum Overall Height ............. 4-3/8" INSTALLATION: The collar shall be clamped around the top of a pedestal base by the use of two (2) 5/16" Socket Head Bolts per segment (Figure 1}. Each segment shall have a 5/16" pilot hole for drilling through base. A 5116" x 3/4" Roll Pin shall be driven through the collar into the base until flush to prevent the collar from walking up the base. HARDWARE: (6) 5/16"-18 x 1'/a" Socket Head Capscrews (3) 5/16" Dia. x 3/4" Roll Pins FINISH: Collar Segment: Alodine 1200 FASTENERS: Zinc w/ Yellow Di-Chromate In addition to meeting the above requirements, all poles, bases, collars, caps and related hardware shall be fully interchangeable with the following items manufactured by Pelco Products, Inc., Edmond, Oklahoma, such that any individual component can be replaced without requiring replacement of the entire system: • Pedestal pole, Model No PB-5200 • Square Base Assembly, Model No PB-5334 • Pole Cap, Model No PB-5402 • Pole & Base Collar Assembly, Model No PB-5325 9-29.6 Light and Signal Standards Section 9-29.6 is supplemented with the following: (December 18, 2009 "**""*) Light standards shall be tapered round aluminum tube C-wall alloy 6063 satin brushed finish with Davit bracket arm, as shown in Federal Way Standard Detail herein, except that luminaire mounting height shall be as shown on the Illumination Pole Schedule. Section 9-29.6 is supplemented with the following: (August 6, 2012 WSDOT GSP) Traffic Signal Standards Traffic signal standards shall be furnished and installed in accordance with the methais and materials noted in the applicable Standard Plans, pre-approved plans, or special design plans. All welds shall comply with the latest AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffc Signals. Welding inspection shall comply with Section 6-Q3.3(25)A Welding lnspection. Hardened washers shall be used with all signal arm connecting bolts instead of tockwashers. All signal arm AASHTO M 164 connecting bol#s tightening shall comply with Section 6-03.3(33). Traffic signal standard types and applicable characteristics are as follows: City of Federal Way Special Provisions to the Stand�d SpeciBcations S 320th St at 20th Ave S Intersection Imprtnnts 153 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Type PPB Pedestrian push button posts shall conform to Standard Plan J-20.10 or to one of the foilowing pre-approved pians: Fabricator Northwest Signal Supply Inc. Vafmont Ind. Inc. Ameron Pole Prod. Div. Union Metal Corp. West Coast Engineering Group KW Industries Drawina No. NWS 3540 Rev. 2 and NWS 3540B Rev. 2 DB00655 Rev. J Sheet's 1, 2& 3 WA10TR-1 & WAPPBPBA TA-10035 Rev. R6 Sht. 1 WSDOT-PP-01 Rev. 1 10-200-PED-1 Rev. 7, Sheets 1, 2 and 3 Type PS Pedestrian signal standards shall conform to Standard Plan J-20.16 or to one of the following pre-approved plans: Fabricator Northwest Signal Supply Inc. fnd. Inc. Ameron Pole Prod. Div. Union Metal Corp. West Coast Engineering Group American Pole Structures, Inc. KW {ndustries Drawinq No. NWS 3540 Rev. 2 and NWS 3540B Rev. 2Valmont DB00655 Rev.J Sht. 1, 2 8� 3 WA10TR-1 � WA10TR-2 TA-10025 Rev. R17 Sht. 1 8� 2 WSDOT-PP-02 Rev. 1 WS-PP-03 Rev. 1 D 10-200-PED-1 Rev. 7, Sheets 1, 2 and 3 Type { vehicle signal standards shall conform to Standard Plan J-21.15 or to one of the following pre-approved plans: Fabricator Northwest Signal Supply lnc. Valmont Ind. Inc. Ameron Pole Prod. Div Union Metal Corp. West Coast Engineering Group American Pole Structures, Inc. KW Industries Drawinq No. NWS 3540 Rev. 2 and NWS 354QB Rev. 2 D600655 Rev. J Sht. 1 2& 3 WA10TR-1 & WA10TR-2 TA-10025 Rev. R17 Sht. 1& 2 WSDOT-PP-02 Rev. 1 WS-PP-03 Rev 1 D 10-200-PED-1 Rev. 7, Sheets 1, 2 and 3 Type FB flashing beacon standard shall conforrn to Standard Plan J-21.16 or the following pre-approved plan: Fabricator Union Metal Corp Valmont Ind. Inc. Ameron Pole Prod. Div. Northwest Signal Supply, Inc. KW Industries Drawinq No. 50200-B58 Rev. R6 Sht. 1& 2 DB00655 Rev.J Sht 1 2& 3 WA10TR-1 & WA10TR-2 NWS 3540 Rev. 2 and NWS 35406 Rev. 2 10-200-PED-1 Rev. 7, Sheets 1, 2 and 3 Type RM ramp meter standard shall conform to Standard Plan J-22.15 or the following pre- approved plan: Fabricator Union Metal Corp Valmont Ind. lnc. City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts Drawinq No. 50200-B58 Rev. R6 Sht. 1& 2 DB00655 Rev. J Sht. 1 2& 3 Special Provisions to the Standard Specifications 154 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4�4� 45 46 47 48 49 50 51 Ameron Pole Prod. Div. WA10TR-1 & WA10TR-2 Idorthwest Signal Supply, Inc. NWS 3540 Rev. 2 and NWS 3540B Rev. 2 KW Industries 10-200-PED-1 Rev. 7, Sheets 1, 2 and 3 Type CCTV camera pole standards shall conform to one of the following pre-approved Plans: Fabricator Valmont Industries, Inc. Ameron Pole Product Div. West Coast Engineering Group American Pole Structures, LLC Union Metal Corporation Union Metal Corporation Northwest Signal Supply,lnc. KW Industries Type II Characteristics: Drawinc� No. DB 00759 Rev L W6CCN1 Rev F& W6CCTV2 Rev A AP-W SDOT-CP-01-Rev. 3 WS-CP-01 Rev. 1 C Sht. 1& 2 Drawing No. P33-B318, R10 Sheets 1, 2 of 2 Drawing No. P33-B323, Rev. 3 Sheets 1, 2 of 2 Drawing No. NWS 3545 (For Type CCN) Rev 1 Drawing No. 10-200-CAM-1 Rev. 6, Sheets 1 and 2 Luminaire mounting height N.A. Luminaire arms N.A. Luminaire arm length N.A. Signal arms One Only Type II standards shall conform to one of the following pre-approved plans, provided all other requirements noted herein have been satisfied. Maximum (x) (y) (z) signal arm loadings in cubic feet are noted after fabricator. Signal Arm Lenqth (max) Fabricator-(x} (y) (z) Drawinq No. 65 ft. Valmont Ind. Inc. (2894) DB00625-Rev R, 65 ft. 65 ft. C:��i# 45 ft. Union Metal Corp. (2900) Ameron Pole Prod. Div. (2900) Northwest Signal Supply Inc. (2802) American Pole Structures, Inc. (1875) Shts. 1, 2,3 & 4 71026-B86 Rev. R9 Shts. 1, 2, & 3 W3724-1 Rev. J 8� W3724-2 Rev.G NWS 3500 Rev. 4 or NWS 3500B Rev. 4 WS-T2-L Rev. 8 Sheet 1& 2 of 2 65 ft. American Pole Structures, Inc. (2913} WS-T2-H Reu 8 City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 155 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Sheets 1& 2 of 2 65 ft. KW Industries 1Q-200-TSP-4 Rev. Sheets 1, 2, and 3 65 ft West Coast Engineering Group WSDOT-TS-01 Rev. 3 Sheets 1, 2, and 3 65 ft. Maico Industries (2894) WSDOTMA Rev. 3 Sheets 1, 2 and 3 � Type III Characteristics: Luminaire mounting height 30 ft., 35 ft., 40 ft., ' or 50 ft. Luminaire arms One Only Luminaire arm type Type 1 Luminaire arm length (max.) 16 ft. Signal arms One Only Type 1[I standards shall conform to one of the following pre-approved plans, provided alf other requirements noted herein have been satisfied. Maximum (x) (y) (z) signal arm loadings in cubic feet are noted after fabricator. Signal Arm Lenqth (max) Fabricator-(x) (y) (z) Drawinq No. 65 ft. Valmont Ind. Inc. (2947) DB00625-Rev.R, 65 ft. 65 ft. 65 ft. 45 ft. 65 ft. 65 ft Shts. 1, 2, 3 8� 4 and"J" luminaire arm Union Metal Corp. (2900) 71026-B87 Rev. R11 Shts. 1, 2 � 3 Ameron Pole Prod. Div. (2900) W3724-1 Reu J 8� W3724-2 Rev. G and "J" luminaire arm Northwest Signal Supply lnc. (2802) NWS 3500 Rev. 4 or NWS 3500B Rev. 4 American Pole Structures, Inc. (1875) WS-T3J-L, Rev. 11 Sheefs 1& 2 of 2 American Pole Structures, Inc. (2913) WS-T3J-H, Rev. 10 Sheets1&2of2_ West Coast Engineering Group WSDOT-TS-01 Rev. 3 Sheets 1, 2, and 3 City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 156 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 65 ft. Maico Industries (2947} 65 ft. KVi/ industries WSDOTMA Rev. 3 Sheets 1, 2 and 3 and "J" luminaire arm 1 Q-20D-TSP-3 Rev. 5, Sheets 1, 2, and 3 Type IV strain pole standards shall be consistent with details in the plans and Standard Plan J-7c or one of the following pre-approved plans: Fabricator Northwest Signal Supply Inc. Valmont Industries, lnc. Ameran Pole Prod. Div. Union Metal Corp_ American Pole Structures, Inc. Maico Industries KW Industries KW Industries Drawinq No. NWS 3520 Rev. 2 or NWS 3520B Rev. 2, DB006885, Rev. A Sheets 1 and 2 M3650 Rev. G EA-10224 Rev. R13 Sheet 1 of 1 9000-12-Q37 Rev. A WA SP-4 Rev 2, Sheets 1 and 2 of 2 10-200-SP-1 Rev. 4, Sheets 1 and 2 1Q-2d0-SP-2 Rev. 5, Sheets 1 and 2 Type V combination strain pole and lighting standards shall be consistent with details in the plans and Standard Plan J-7c or one of the following pre-approved plans: Fabricator Northwest Signal Supply Inc. Valmont Industries, Inc_ Ameron Pole Prod. Div. Union Metal Corp. American Pole Structures, Inc. Maico Industries Drawinp No. NWS 3520 Rev. 2 or NWS 3520B Rev. 2 DB006885, Rev. A Sheets 1 and 2 M3650 Rev. G EA-10225, Rev. R13 Shts. 1& 2 9020-12-007 Rev. B WA SP-5 Rev. 2, Sheets 1, 2& 3 and "J" luminaire arm The luminaire arm shall be Type 1, 16 foot maximum and the luminaire mounting height shall be 40 feet or 50 feet as noted in the plans. Type SD standards require special design. All special design shall be based on the latest AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signa(s and pre-approved plans and as follows: 2 3. A 90 mph wind loading shali be used. The Design Life and Recurrence lnterval shall be 50 years for luminaire support structures. Fatigue design shalf conform toAASHTO Section 11,�Table 11-1 using fatigue category I11. Complete calculations for structural design, including anchor bolt detaifs, shall be prepared by a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 157 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 98 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 branch of Civif or Structural Engineering or by an individual holding valid registration in another state as a civil or sUuctural Engineer. All shop drawings and the cover page of all calculation submittals shall carry the Professional Engineer`s original sigr�ature, date of signature, original seal, registration number, and date of expiration. The cover page shall include the contract number, contract title, and sequential index to calculation page numbers. Two copies of the associated design calculations shall be submitted for approval along with shop drawings. Details for handholes and luminaire arm connections are available from the Bridges and Structures Office. Foundations for various types of standards shall be as follows: Type PPB Type PS Type I Type FB Type RM Type CCN Type I! Type III Type IV Type V Type SD As noted on Standard Plan J-20.10. As noted on Standard Plan J-21.10-02 As noted on Siandard Plan J-21_10-02 As noted on Standard Plan J-21.10-02 As noted on Standard Plan J-21.10-02 As noted on Standard Plan J-29.15-00 As noted in the Plans. As noted in the Plans. As noted in the Plans and Standard Plan J-7c. As noted in the Plans and Standard Plan J-7c. As noted in the Plans. 9-29.6(1) Stee! Light and Signal Standards Section 9-29.6(1) is supplemented with the following: (December 18, 2009 """""") Traffic signal standards and illumination standards shall be furnished and installed in accordance with the methods and materials noted in the applicable Standard Plans, pre- approved plans, or special design plans. All welds shall comply with the latest AASHTO Standard Specifications for Support of Highway Signs, Luminaires, and Traffic Signals. Welding inspection shall comply with Section 6-03.3(25)A, Welding lnspection. Ali traffic signal standards and arms shall be round tapered. Hardened washers shatl be used with all signal arm-connecting bofts instead of lock washers. Alf signal arm AASHTO M 164 connecting bolts shall be tightened to 40 percent of proaf load. Traffic signal standards shall conform to one of the following preapproved fabricator plans or approved equal: City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Irrtersection Imprmnts 158 February 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 Standard Valmont Drawin No. Ameron Drawin No. T e PPB, PS, and i DB00655 Rev. B M3723-1 Rev. E Type I! DB00625 Rev. B, Sheets W 3724-1 Rev. E and 1, 2, and 3 W 3724-1 Rev D Type I11 D600625 Rev. B, Sheets W 3724-1 Rev. E and 1, 2, and 3 W 3724-1 Rev D and "J" {uminaire arm and °J" luminaire arm T e IV and V 5000-4 3650-A Type SD Type SD standards require special design. All special design shall be based on the latest AASHTO Standard Specifications for Structural Supports for highway signs, luminaires and traffic signals, preapproved plans, and as follows: A 90 mph wirtd loading shall be used. The design life and recurrence interval shall be 50 years for luminaire support structures exceeding 50 feet in height, and 25 years for all other luminaire support structures. Fatigue design shall conform to AASHTO Section 11, Table 11-1 using fatigue Category II1. Complete calculations for structural design, including anchor bolt details, shall be prepared by a Professional Engineer, licensed under Ttle 18 RCW, State of Washington, in the branch of Civil or Structural Engineering or by an individual holding valid registration in another state as a civil or structural engineer. Traffic signal standards shall be engineered by pole manufacturer. Drawings shall be stamped by a licensed structural engineer with current valid State of Washington stamp. The foundation shall be engineered by a licensed structural engineer using pole manufacture data and project supptied soils testing report. Engineered/ stamped plans by a currently licensed structural engineer shall be submitted to the project engineer. Foundation work and pole manufacture shall not commence until engineered plans have been approved by the project engineer. All poles and mast arms shall be circular in cross-section. 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. Terminat cabinet(s) shalt be installed on all Type II and Type Ili 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 Spec�cations. Terminal cabinets shall be installed at a height not to impede pedesb-ians. Section 9-29.6(1) is supplemented with the following: (May 1, 2006 WSDOT NWR) Light and Signal Standard Painting Galvanized steel light and signal standards shall not be painted. 9-29.7(2) Fused Quick-Disconnect Kits Sectian 9-29.7(2) is supplemented with the following: City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 159 February 2013 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 (Manch 93,20?2 ***'"`*) � Fused quick-disconnect kits shall be of the SEC illumination splices shall be epoxy or underground Installation shall confo�m to details in the Standard Plans 9-29.10(1j Convenfiona/ Roadway Luminaires Section 9-29.10(1) is supplemented with the following: O 'I type or equivalent. Underground f service buss/light connector kits. (Mar�h 13 , 2012 *"*'""'J High-pressure sodium (HPS) vapor, 400 watts, flat glass luminaires shall be supplied and installed by the Contractor. They shall have an internal 240-volt regulator-type ballast (high pawer factor) prewired to the lamp socket and the terminal board. The terminal board shall have lugs of a 240-volt 3-wire power source. Terminals shall be labeled line-neutral-line. The neutral tenninal shall be grounded to the metal housing of the luminaire. The refractor shall be a flat sheet of heat and impact resistant glass_ The lamp socket shall be adjustable and factory set to produce IES pattern M-C-III. The lamps shall be 400 watt, HPS, and have a rated average life of not less than 24,000 hours. Conductors serving the luminaires shall be copper of the size shown on the Plans and shall run to the service pole in separate conduit from the signal conductors as shown in the plan view. Fused quick disconnect wye cable connector kits shall be installed at the handhole inside the base of each pole supporting a luminaire. Top conductors from the pole base to the luminaire shall be a minimum No. 12 stranded copper. The grounding conductor shall be connected to the neutral terminal in the luminaire fixture. Pole type and mounting heights shall be as specified in the Contract Plans and Standard Plans. 9-29.10(2) Decorative Luminaires Section 9-29.10(2) is supplemented with the following: (February 1, 2012 *****") High-pressure sodium vapor lamps shall have a 15,000-hour rated life and be rated at 15Q or 250 watts per The Plans and City of Federal Way Development Standard Drawing number 3-42. 9-29.11(2) Photoelectric Control Section 9-29.11(2) is supplemented with the following: (December 18, 2012 **""`*) One photocell shall be installed for all luminaires in the signal system. The photacell shall be located on the top of the luminaire closest to the electrical service. 9-29.13 Traffic Signal Controllers Section 9-29.13 is supplemented wifh the following: (May 31, 2012 """"'*"`) Equipment includes the following: • Quantity One (1) — NEMA TS2 Type 1 ar Type 2 cabinet with 16 position load bay. • Quantity One (1) — TS2 Controfler unit ASC/3-2100. • Quantity One (1) — Type 16 Malfunction Management Unit EDI 16LE. • Quantity One( 1) — TS2 Detector racks capable of 16 channels. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20ih Ave S Intersection Imprmnts 160 February 2013 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 • Quantity One (1) — TS2 Power Supply. • Auxiliary equipment so as to form completely functional eight phase traffic signal contral cabinets. • Video Detection Equipment and Advanced Loop Detection Equipment. . Fiber Optic Patch Panel • Fiber Optic Ethernet Switch(s) • Fiber Optic Patch Cords Documentation and Training Contractor to suppfy complete technical information, shop drawings, schematic diagrams, photographs, circuit diagrams, programming and operation instruction manuals, and any other necessary documents to fully describe the proposed equipment. Schematics & Manuals: The cabinet{s) shall have a waterproaf envelope with a side access attached to the inside of the door. At #he time of delivery the envelope shall have two complete sets of schematics and manuals for all assemblies and sub-assemblies. In addition, the cabinet shall arrive with two sets of cabinet prints and one disk copy of the cabinet print in AutoCAD format including circuit schematics for each model of the following: 1. Controller 2. Conflict Monitor 3. Opticom Equipment 4. Video Detection Equipment 5. Fiber Optic Communication Equipment The supplier shall p�ovide a minimum af a one-day (8 hour) training session, given by qualified technical representative(s) of the manufacturer's firm. The sessions shall be conducted at the County and the training sessions shall be coordinated with the City Traffic Engineer. The supplier shall contact the City Traffic Engineer approximately three weeks prior to delivery of the equipment for the purpose of discussing the format and scheduling of the training sessions. The sessions shall be conducted within five (5) working days AFTER delivery of the equipment. The training sessions shall as a minimum meet the following requirements: 1. Session 1: Basic operation, detector programming, special con�guration programming, and time of time of day operation. This would cover operator front panel instruction for each component (i.e., Controller, Malfunction Management Unit, and Detector). 2. Session 2: Preemption, teleme�y, diagnos6cs, cabinet operation, preveMative maintenance, computer software, and traubleshooting. Technical mair�tenance and troubleshooting instrudion shall be the main focus. 3. Presentations shall be made by "factory trained personnel". Supplie� shall provide all necessary equipmerrt needed for the training. The instructional materials provided with the training information: 1. Table of Contents 2. Operating Procedure 3. Theary of Operation 4. Maintenance and Troubleshooting Information 5. Circuit Wiring Diagrams 6. Pictorial Diagrams of Part Locations 7. Timing Sheet sessions shall include the following City of Federal Way Special Provisions to the Standard Specifications S 320th S! at 20th Ave S Intersection Imprmnts 161 February 2013 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 9-29.13(2) Flashing Operations Section 9-29.13(2) is modified as follows: Paragraph 2, ttem 2 is deleted and replaced with the following: (February 2, 2012 *''"***) Police Flash Switch - The switch shall have two positions, "Auto" and "Flash�. The up position shall be "Auto" and result in normal signal operaiion. The down position shall be "Flash° and will put the signal into flashing operation and apply stop time to the controller. When the flash switch is returned to the "Automatic" position, the controller shall restart except when the conflict monitor has commanded flash operation. The effect shall be to disable the police panel when the conflict monitor has detected a malfunction and alf controller and conflict monitor indications shall be available to the technician regardless of the position of the police panel flash. The controller shall resfart with all-flash for a preset period of time. Section 9-29.13(2) is supplemented with the following: (March 15, 2092 ******) All cabinets shall be wired to flash red for a!I phases. Flashing display shall alternate befinreen Phases 1, 2, 5, 6 and Phases 3, 4, 7, 8. 9-29.13(3) Emergency Preemption Section 9-29.13(3) is supplemented with the following: (March 13, 2012 ""*�`*") Emergency Preemption System (EPS) equipment shall be compatible with the operational requirements of the existing Opticom brand (GTT (formerly 3M)) emitters, detectors, phase discriminators and confirmation lights owned by the City. EPS equipment shall meet the following requirements: 1. Detector. The Contractor shall provide and install emergency preemption detectors at locations shown in the plans. The emergency preemption detectors shall be solid-state devices consisting of photoelectric cells and an amplifier mounted in weather-resistant housings. The detectors (GTT Model #711 or approved equal) shall be capable of detecting an optical signal generated by an Opticom brand emitter assembly (GTT). The detectors shall detect the optical signals from the emitter, amplify the signal, and transmit it to the phase discriminator. The detectors shall have a range contral capable of being adjusted up to a maximum of 1/3 mile. Detectors shall be installed in a drilled and tapped hole in the top of the mast-arm or street-light arm, unless shown otherwise in the Plans. They shall be tightly fitted to point in the direction shown in the plan view. 2. Detector Lead-in Cable. The detector lead-in cabte shall be GTT (formerly 3M) Opticom Model 138 shielded detector cable, or approved equal. No splicing will be allowed befinreen the detector and the controller cabinet. 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. 3. Confirmation Light. Mounted below the OPTICOM detectar there shall be placed a white, 100 watt (minimum), standard screw socket, flood light which shall indicate, by being on, when the preemption interval is in effect and the desired phase is -being held in a green display, unless othennrise noted in the plans. Indicator lights shall be actuated by utilizing the unused yellow output of pedestrian signal switch packs. City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts 162 Special Provisions to the Sta�dard Specifications ' February 2013 ' , I 1 2 3 4 5 6 7 8 9 90 11 12 13 14 15 16 17 18 19 2a 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 4. Multimode Phase Selector. The phase selector shall be GTT (formerly 3M} Opticom Model 764 capable of communication both IR and GPS based systems. Maintenance and operation manuals shall be furnished for alt emergency preemption equipment to the City of Federal Way or its designated agents by the Contractor. 9-29.13(7) Traffic-Actuated Controllers Section 9-29.13(7) is supplemented with the following: (November 5, 2012 *"*'""`) The controiler shall be a NEMA TS2 controller, specifically, an Econolite ASC/3 and be installed within a complete NEMA TS2 Type 1 eight phase signal cabinet 9-29.13(7)B Auxiliary Equipment for NEMA Controllers Section 9-29.13(7) is modified as follows: Paragraph 1, Item 1 is supplemented with the following: (February 2, 2012 *"*""*) All flasher units shall as a minimum meet NEMA TS-2 1992, Section 6 requirements and shall be ED! Model 810 or approved equal_ Paragraph 1, ltem 2 is supplemented with the following: (February 2, 2012 *"*"**) All load switches shall as a minimum meet NEMA TS-2 1992, Section 6 requirements and shall be EDI Model 510 or approved equa{. Paragraph 1, Item 3a is deleted and replaced with the following: (February 2, 2012 **"'`**) A 50-amp main breaker shall be supplied. This breaker shalt supply power to the controller, MMU, signals, cabinet power supply, and auxiliary panels. Paragraph 1, Item 3b is deleted and replaced with the following: (February 2, 2092 *"**"*) A 15-amp auxiliary breaker shall supply power to the fan, light, and GFt outlet. Paragraph 1, Item 3c is supplemented with the following: (Fe6ruary 2, 2012 '`**'`**) Spare neutral buss bars shall be provided on the bottom left and right of the cabinet. Paragraph 1, Item 3d is supplemented with the following: (February 2, 2012 **"""*) A 50-amp, 125-VAC radio interference line filter shall be provided. Paragraph 1, Item 3 is supplemented with the fallowing: (February 2, 2012 "*'"`*") City of Federal Way Special Provisions to the Sta�ulard Specifications S 320th St at 20th Ave S Irttersection Impm►nts 163 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 g. A normalty-open, 60-amp, solid-state device, "MANUFACTURER", "MODEL", or approved equivalent. f. The power panel shali be covered by an easily removab/e, c/ear P/exigias cover. Paragraph 1, Item 4 is supplemented with the following: (February 2, 2012 *"*""*) Inside the police door there shall be a flash switchT which shall be the only switch on that panel. The switch shall have finro positions, "Auto° and "Flash". The up position shall be "Auto" and result in normal signal operation. The down position shall be "Flash� and will put the signal into flashing operation and apply stop time to the controller. The switch shall be a general-purpose bat style toggle switch with 0.688-inch-long bat. The switch shall have a protective cover, which must be lifted to operate the switch. Paragraph 1, Item 6 is supplemented with the following: (February 2, 2092 *'`*"**) Cabinets shall be equipped with a NEMA TS2 Type 16 Malfunction Managemerrt Urrit. Paragraph 1, Item 7, sub-paragraph 1 is deleted and the section is supplemented with the following: (February 2, 2092 *�`*""`) The detector interface panel shall support up to 32 channels of detection and four channels of preemption devices. Detecfor Racks Two vehicle detector amplifier racks and two detector interface panels shall be provided in each cabinet. Each rack shall support up to 16 channels of loop detection, ane 4-channel preemption device, and one BIU. Paragraph 1, Item 8 is suppfemented with the following: (February 2, 2012 * ""*"") There shall be terminal strips for field wiring in the controller cabinet. The terminals shall be numbered in accordance to the �eld wiring chart included in these Speci�cations. A common buss bar with a minimum of 15 spare terminals shall be available after the cabinet is fully wired. In addition, a't5 terminal bar shall be provided for the pedestrian common and a terminal shall be provided for each signal head neutral. The buss bars shall be located on the left side wall of the cabinet. Only King County numbers shall be shown. Pedestrian Detector Field �ring All pedestrian detectors shall be connected between logic ground and their appropriate field terminal. The terminals shall be grouped together and located in the lower left side panel. Main Panel and �re Terminations All wires terminated behind the main panel and other panels shall be SOLDERED. No pressure or solderless connectors shall be used. Printed circuit boards shall NOT be used on main panels. City of Federa! Way Speciat Provisions to the Standard Specifications S 32ath St at 20tfi Ave S Intersection Imprmnts 164 February 2073 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 � 45 46 47 48 49 50 51 Field Terminal Locations Field terminals shall be located at the bottor�a of the backboard. Their order shall be left to right beginning with phase one and following the order of the {oad switches. Field terminals shall be of the Screw type per NEMA TS2 5.3.6. Paragraph 1, Item 9 is supplsmented with the following: (February 2, 2012 **"*"") The cabinet shall be provided with a thermostatically-controlled (adjustable between 80-150 degrees F) ventilation fan and shall be installed in the top of the cabinet plenum. Paragraph 1, (tem 10 is deleted and replaced with the following: (February 2, 2012 ***''**) The cabinet shall have an incandescent fighting fixture that shall be mounted on the inside top of the cabinet near the front edge. An on/off switch that is turned on when the cabinet door is opened and off when it is closed shall activate the incandescent light. The lamp socket shall be placed on the circuit with convenience outlets which shall be protected by a circuit breaker rated at 25 amps. An incandescent 150-watt bulb shall be provided. Paragraph 1, Item 11 is supplemented with the following: (February 2, 2012 *'`****) All Controller and Malfunction Management Unit cables shall be of sufficient length to access any shelf position. All cables shall be encased in a protective sleeve along their entire free length. Color Codi»g All cabinet wiring shall be color coded as follows: Purple = MMU Wiring Orange = Flash Color Programming Brown = Green Signal Wiring Yellow = Yellow Signal Wiring Red = Red Signal Wiring Blue = Controller wiring Gray = DC ground AC+ = Black AC- = White Chassis Ground = Green Paragraph 1 is supplemented with the following: (February 2, 2012 **"*"") 15. Main Panel Configuration - The main pane/ shal/ be fully wired in the following configuration: a) Sixteen (16) load sockets. b) Six (6) flash-transfer-relay sockets. c) One (1) flasher socket. d) Two (2) main panel rack slots for BIUs 1 and 2. Two rack slots for Terminal and Facilities BIU's 3 and 4 which shall be wired to numbered terminal strips. e) Wiring for 2 detector racks and 1 Type-16 MMU. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersedion Imprmnts 165 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 16. Lightning Suppression - The cabinet sha11 be equipped with an Innovative Technologies Mode! HS-P-SP-120A-60A-RJ or approved eguivalent surge arrester. 17. Convenience Outlets - One convenience outlet with a ground fau/t interrupter and a second convenience outlet wifhout ground fault interrupter shall be furnished in the cabinet(s). The ground fau/t outiet sha/l be mounted one on right side of the cabinet, near the top shelf, and the non-ground fault out/et shall be mounted on the left side of the cabinet, near the top shelf. No out/ets shail be mounted on the door. The convenience out/ets shall be placed on the circuif with the tamp socket which shait be protected by a circuit breaker rated at 25 amps. 18. Loop Detector Units: (a) Cabinets shall be supplied with eight 4-channel loop detectors minimum or sixteen 4-channel loop detectors maximum as shown on the Plans. Loop detectors shall meet TS2 Specifications. (b) Equipment and loop detection for advanced loops shall be as shown in the plans. (c) Cabinets shall also be supplied with video cameras and control. All stop bar detection will be via video detection and loop systems. Equipment and components shall be as shown in the plans. 19. Telemetry /nferface Panel - Atl cabinets sha/l be wired wifh a telemetry interface panet and telemetry cannecting cab/e so as to work with the master cabinet. In addition, every cabinet shall also be wired for transient suppression (Model # EDCO PC642C-00-AD or approved equivalent). 20. Preemption - The cabinet sha/l be comp/etely wired to accept and service cal/s from GTT (formerly 3M) Opticom, Mode1764, phase-se/ector modu/es and their related optical-detector units. 21. Buss lnterface Unit - Buss interface units (BIUs) shall meet a!l TS2-1992 Section 8 requirements. ln addition, a1/ B/Us shaU provide separate front panel indicafor light emitting diode (LEDs) for Valid Data. 22. Cabinet Power Supply - The cabinet power supp/y shalt as a minimum meef al! TS2- 1992, Section 5.3.5 requiremenfs. Alt power suppties shall a/so provide a separate front panel indicator LED for each of the four outputs. Fronf panel banana jack test points for 24 VDC and logic ground shal! also be provided. 23. Fiber Optic lnferconnect - The cabinet shall be fumished with equipment to accommodate fhe fiber optic interconnect cab/e inc/uding an /FS mode/ D9130 fiber to seria! modem or approved equal and RuggedCom brand Efhernef switch(s) including RuggedSwitch RS900G (�ber only), RuggedSwitch RS900� (fiber and copper) and/or RuggedSwitch RS930L (copper only) or approved equa!(s). 24. lnside Confrol Pane/ Switches - Service Panel Switches (a) Power Switches: There shall not be a main power switch inside the cabinet(s) that shall render al{ control equipment electrically dead when turned off. There shall be a controller power switch that shall render the controtler and load switching devices electrically dead while maintaining flashing operation for purposes of changing the controller or load switching devices. The switch shall be a general-purpose bat style toggle switch with .688-inch-long bat. The switch shatl have a protective cover, which must be lifted to operate the switch. (b) Stop Time Switch: There shall be a 3-position switch located inside the cabinet door identifieci as the Stop Time switch. Its positions shall be labeled "Norma(" (up), "Off" (center), and "On" (down). With the switch in its Normal position, a stop timing command may be applied to the controller by the police flash switch ar the conflict monitor unit. When the switch is in its "Off' position, stop-timing commands shall be removed from the controller. The "On" positi�n of the switch sh�ll cause the controller to stop timing. The switch shall be a general-purpose bat style toggle switch with .688-inch-long bat. The switch shall have a protective cover, which must be lifted to operate the switch. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 166 February 2013 � ' ' ' ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 44 45 46 47 48 (c) Technician Flash Switch: There shali be a switch inside the cabinet to place the signal in flashing operation while the controller continues to operate. This flash shall have no effect on the operation of the controllsr or conflict monitor. The switch shall be a general-purpose bat style toggle switch with .688-inch-long bat. The switch shall have a protective cover, which must be lifted to operate the switch. (d) Defector Test Switches: All eight controller phase inputs shall have push button momentary test switches. Each switch shall be connected to the first channel of each detector card input to the BIU. All eight pedestrian phases shall have push button momentary test switches by phase. These switches shall be located inside the cabinet door and labeled by associated phase number. A see-through Plexiglas cover shall cover all detector disconnect/test switches. (e) Preempt Test Switches: All Six preempt inputs shall have disconnect/test switches. These switches shall have three positions labeled "Normal" (up) which shall connect the controller to the Opticom output: "OfF" (center) which shall isolate the controller from the Opficom output: and "Test" (down) which shal! provide a momentary true input to the controller. (f) Switches shall be in groups of eight (8), matching the phase groupings of the intersection. 9-29.13(7)D NEMA Controller Cabinets Section 9-29.13(7)D is supplemented with the fotlowing: (August 23, 2099 '`**�*'') "Plug and Pta}�' Cabinets are not acceptabte. "Modular" Main Panels sha!l not be permitted. Section 9-29.13(7)D is modified as follows: Paragraph 1, Item 1 is deleted and replaced with the following: (February 2, 2012 *"***") Cabinef Construction A complete NEMA TS2 Type 1 eight-phase cabinet shall be supplied and installed by the Contractor. The size of the cabinet shall be Type 6(P 55"). Cabinets shall meet, as a minimum, all applicable sections of the NEMA Standard Publication No. TS2-1998. Where differences occur, this Specification shall govern. The cabinets shall meet the following criteria: 1. Material shall be 5052-H32 0.12�inch-thick aluminum. 2. The cabinet shall be supplied with a natural finish inside and out, unless otherwise spec�ed. 3. The daor hinge shall be of the continuous type with a stainless steel hinge pin. 4. All external fasteners shall be stainless steel. 5. The door handle shall be cast aluminum. 6. All seams shall be sealed with RTV sealant or equivalent material on the interior of the cabinet. Paragraph 1, Item 2 is deleted and replaced with the following: ' City of Federal Way S 320th St at 20th Ave S Intersection Imprmnts ' Special Provisions to the Standard Specificatio�s 167 February 2013 1 2 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 2a 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 (February 2, 2012 **""`*) The cabinef sha/l contain shelving, brackets, racks, efc., to support the controller and auxiliary equipment. A/l equipment shall set squarely on shelves or be mounted in racks and shall be removable wifhout turning, tilting, rotating or relocating one device to remove another. Shelf Height The cabinet shall be suppfied with two removable shelves manufactured from 5052-H32 aluminum. The shelves must have the ability of being removed and reinstalled WITHOUT the use of hand tools. Paragraph 1, Item 4 is supplemented with the following: (February 2, 2012 ***"*") Air Filter Assembly The cabinet air filter shall be a one-piece removable, noncorrosive, vermin- and insect-proof air filter and shall be secured to the air entrance of the cabinet. Paragraph 1, Item 5d is deleted and replaced with the following: (February 2, 1012 *'"`***) d. A two position door stop assembly. Paragraph 1 is supplemented with the following: (February 2, 20�2 *""""'`) 6. Additional Panel Space - Adequate space shall be /eft open for the addition of a master interface panel and an AVl interface panel. 9-29.16 Vehicular Signal Heads, Displays, and Housings Paragraph 2, is deleted and replaced with the following: (February 24, 2012 ""**"") All lenses shall meet f.T.E. specifications for light output with 12-inch-diameter faces. All vehicular signal heads shall be dark areen baked enamel and shall be equipped with 5" wide black-polycarbonate back plates and black-polycarbonate tunnel visors of a length equal to the lens diameter. Alf hardware for attaching viso�s and back plafes shail be non- corrosive stainless steel. Vehicle signal head polycarbonate materials shall not be painted. A 2-inch-wide strip of yellow retro-reflective, type IV prismatic sheeting, conforming to the requirements of Section 9-28.12, shall be applied around the perimeter of each backplate. 9-29.16(2) Conventional Traffic Signal Heads 9-29.16(2)A Optical Units Section 9-29.16(2)A is de(eted and replaced with the following: (December 18, 2009 **'`***) Lenses shall be of the color indicated, circular in shape, with a visible diameter of 12 inches, as specified in the contract, and of such design as to give an outward and downward distribution of light with a minimum above the horizontal. The lenses shall be standard red, amber, and green, prismed tra�c signal lenses and shall conform to the specifica#ions of ITE Standards (Standards for Adjustable Face Vehicle Traffic Control Signal Heads, 1977 City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 168 February 2013 � ' I ,I ' I �I ' I 'I ' I �I , I � ' I ' I � �^ �I � �I� ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2b 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 edition). The lenses shall fit into a red silicon gasket in a manner to render the interior of the lens and reflector weather and dust-tight. Signal heads shall have hinged aluminum reflector rings. The lens and gasket shall be secured to the door with four noncorrosive lens clips. LED Traffic Signal Modules All traffic signal displays shall be the Light Emitting Diode (LED) ty�e and shall be from one of the following manufacturers: Dialight Corporation 1913 AtlanticAvenue Manasquan, NJ 08736 Telephone: (732) 223-9400 FAX: (732) 223-8788 GELcore, LLC 6810 Halie Drive Valley View, OH 44125 Telephone: (216} 606-6555 FAX: (216) 606-6556 Precision Sofar Controls, fnc. 296d Market Street Garland, TX 75041 Telephone: (972) 278-0553 FAX: (972) 271-9583 Each LED signal module shall be designed to be installed in the doorframe of a standard traffic signal housing. The lamp socket, reflector, reflector holder, and lens used with an incandescent �lamp shall not be used in a signal section in which a LED signal module is installed. The installation of an LED signal module shall not require any modification to the housing. The LED signal module shall be a single, self-contained device, not requiring on- site assembly for installation into an existing traffic signal housing. - All red LED signal modules shall be manufactured with a matrix of AIInGaP LED light sources and, green LED signal modules shall be manufactured with a matrix of InGaN LED lighi sources. The LED traffic signal module shall be operationally compatible with controllers and conflict monitors on this Project. The LED lamp unit shall contain a disconnect that wilf show an open switch to the conflici monitor when less than 60 percent of the �EDs in the unit are operational. Each LED signal module shall conform to the current standards in Institute of Transportation Engineers ({TE) VTCSH Part 2 and a Certificate of Compliance with these standards shall be submitted by the manufacturer for each type of signal head. The certificate shall state that the lot of signal heads meets the current ITE specification. A tabel shall be placed on each LED signal module certifying conformance to this specification. The manufacturer's name, trademark, serial number and other necessary identification shall be permanently marked on the backside of the LED signal module. LED signal modules used on this Project shall be from the same manufacturer. A label shall be provided on the LED housing and the Contractor shall mark the label with a permanent marker ta note the installation date. LED signals shall show no evidence of illumination for input voltages below 35 volts. LED signals shall supply illumination current (unregulated) for all input voltages higher than 45 volts (and conform to appropriate intensity requirements specified above 80 volts}. The manufacturer shall provide a written warranty against defects in materials and workmanship for the LED signal modules for a period of 60 months after installation of the modu(es. All warranty documentation shall be given to the Engineer prior to installation. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 169 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 9-29.16(2)B Signal Housing Section 9-29.16(2)B is supplemented with the foll�wing: (December 18, 2009 **""*") The signal housing shall be designed to withstand winds of 80 miles per hour with a 025-gust factor without permanent distortion or failing (torque at attachment of 6,000 pound-feet). 9-29.17 Signal Head Mounting Brackets and Fittings Section 9-2�.17 is supplemented with the following: (�ecember 18, 2009 ""****) Mast arm mounting hardware for vehicle signal heads shall be clamp style plumbizer PELCO AB-3008, or approved equal, and shall be field installed by the Contractor. Fittings shall be painted with two (2) coats of factory-applied traffic-signal dark qreen baked enamel. A watertight seal shall be provided where the signal head mounting bracket attaches to the mast arm or signal pole. Components for type D and type K mounting hardware sha!{ be per Section 9-29.17 of the Standard Specifications. All components shall be painted with tra�c-signal dark areen baked enamel. 9-29.18(3) Vacant Section 9-29.18(3) is deleted and replaced with the following: (March 14, 2092 "****") 9-29.18(3} Video Detection System All video detection system items and materials furnished shall be new, unused, current production models installed and operational in a user environment and shall be items currently in distribution. The products shall have a proven record of field use at other installations for at least two (2) years of service not including prototype field trials prior to installation. Contractor shall provide Econolite AutoScope Solo Terra, Trafficon or approved equal video detection system. Approved egual video detection systems shall meet the following: General The detection of vehicles passing through the field-of-view of an image sensor shall be made available to a large variety of end user applications as simple contact closure outputs that reflect the current real-time detector or alarm state (on/off} or as summary traffic statistics that are reported locally or remotely. The contact closure outputs shall be provided to a traffic signal controller and comply with the National Electrical Manufacturers Association (NEMA) type C or D detector rack file standards. The system architecture shall fully support Ethernet nefinrorking of system components through a variety of industry standard and commercially available infrastru�tures that are used in the traffic industry. The data communications shall support direct connect, modem and multi-drop interconnects. Simple, standard Ethernet wiring shall be supported to minimize overall system cost and improve reliability, utilizing existing infrastructure and ease of system installation and maintenance. Both streaming video and data communications shall be capable of being interconnected over long distance through fiber optic, microwave or other commonly used digita( communications transport configurations. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 170 February 2013 ' I ' '� �� '� , 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2Q 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 In terms of the software applicatian side of the network, the system shall be integrated through a client-server relationship. A communications server application shall provide the data communications interface betwesn as few as one to as many as hundreds of Machine Vision Processors (MVP) sensors (otherwise referred to as video detection cameras with built in processors) and a number of client applications. The client applications shall either be hosted on the same PC as the communications server or may be distributed over a local area network of PC's using the industry standard TCP/IP network protocol. Multiple client applications sha{I execute simultaneously on the same host or multip(e hosts, depending on the network configuration. Additionally, a web-browser interface shall allow use of industry standard internet web browsers to connect to MVP sensors for setup, maintenance and playing digital streaming video. System Hardware The video detection system hardware shall consist of the following components: 1. A color, 22x zoom Machine �sion Processor (MVP) sensor. 2. A modular cabinet interface unit. 3. A communication interface panel. 4. Surge suppresser/ lightning protection. 5. A portable color monitor to be permanently placed within the signal controller cabinet. 6. All other necessary equipment for setup, maintenance and operation of the video detection system including but not limited to programming device and specialty tools. The real-time performance shall be observed by viewing the video output from the sensor with overlaid flashing detectors to indicate current detection state (oNoff}. The MVP sensor shall be capable of optionally storing cumulative traffc statistics internally in non-votatile memory for later retrieval and analysis. The MVP shall communicate to the modular cabinet interface unit via the communications interFace panel and the software applications using the industry standard TCP/IP network protocol. The MVP shall have a built-in, Ethernet-ready, Intemet Protocol (!P) address and shall be addressable with no plug in devices or converters required. The IVIVP shall provide standard MPEG-4 streaming digital video. Achievable frame rates vary from 5 to 30 frames per second as a function of video quality and available bandwidth. The modular cabinet interface unit shall communicate directly with up to eight (8) MVP sensors and shall comply with form factor and electrical characteristics to plug directly into a NEMA type C or D detector rack providing up to thirty-two (32) inputs and sixty-four (64) outputs to a traffic signal controller. The communications interface panel shall provide four (4) sets of three (3) electrical terminations for three wire power cables for up to eight (8) MVP sensors that may be mounted on a pole or mast arm with a traffic signal cabinet or junction box. The communication interface panel shall provide high-energy transient protection to electrically protect the modular cabinet interface unit and conneeted MVP sensors. The communications interface panel shall provide single-point Ethernet connectivity via RJ45 connector for communication to and between the modular cabinet interface module and the MVP sensors. System Software The MVP sensor embedded software shall incorporate multiple applications that perform a variety of diagnostic, installation, fault tolerant operations, data communications, digital video streaming and vehicle detection processing. The detection shall be reliable, consistent and perform under all weather, lighting and traffic congestion levels. An embedded web server shall permit standard internet browsers to connect and pe�#nrm _basic configuration, maintenance and video streaming services. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 171 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 There shali be a suite of client applications that reside on the host client/server PC. The applications shall execute under Microsoft Windows 7, Vista or XP. Client applications shall include: 1. Master network browser: Learn a nefinrork of connected madular cabinet interFace units and MVP sensors, display basic information and launch applications software to perform operations within that system of sensors. 2. Configuration setup: Create and modify dete�tor configurations to be executed on the MVP sensor and the modular cabinet interface unit. 3. Operation log: Retrieve, display and save field hardware run-time operation fogs of special events that have occurred. 4. Streaming video player: Play and record streaming video with flashing detector overlay. 5. Data retrieval: Fetch once or poll for traffic data and alarrns and store on PC storage media. 6. Communications server: Provide fault-toferant, real-time TCP/IP communications to/from all devices and client applications with full logging for systems integration. Machine Vision Processor (MVP) Sensor The MVP sensor shall be an integrated imaging color CCD array with zoom fens optics, high- speed, dual-core image processing hardware bundled into a sealed enclosure. The CCD array shall be directly controlled be the dual-core processor, thus providing high-quality video for detection that has virtually no noise to degrade detection performance. It shall be possible to zoom the lens as required fo� setup and operation. It shall provide JPEG video compression as well as standard MPEG-4 digital streaming video with flashing detector overlay. The MVP shall provide direct real-time iris and shutter speed control. The MVP image sensor shall be equipped with an infegrated 22x zoom lens that can be changed using configuration computer software. The digita! streaming video output and all data communications shall be transmitted over the three-wire power cable. The MVP sensor shall operate on 110/220 VAC, 50I60Hz at a maximum of 25 watts. The camera and processor electronics shall consume a maximum of 10 wa#ts and the remaining 15 watts shall support an enclosure heater. Placement of detection zones shall be by means of a PC with a Windows 7, Usta or XP operating system with a keyboard and mouse. The detection zones shall be superimposed on images of the traffic scenes and viewable as such on the PC monitor. The detection zones shall be created by using a mouse to draw the detection zones on the PC monitor. Using the mouse and keyboard it shall be possible to place, size and orient detection iones to provide optimal road coverage for vehicle detection. It shall be possible to download detector configurations from the PC to the MVP sensor and cabinet interface module, to retrieve the detector configuration that is currently running in the MVP sensor and to back up detector configurations by saving them to a PC storage device. The video detection system shall optimally detect vehicle passage and presence when the MVP sensor is mounted thirty (30) feet or higher above the roadway, when the image sensor is adjacent to the desired coverage area and when the distance ta the farthest detection zone locations are not greater than ten (10) times the mounting height of the MVP. The recommended deployment geometry for optimal detection also requires that there be an unobstructed view of each traveled lane where detection is required. Although optima{ detection may be obtained when the MVP is mounted directly above the traveled lanes, the MVP shall not be required to be dire�tly over the roadway. The MVP shall be able to view either approaching or receding tr�c or both in the same field of view. The preferred MVP sensor orientation shall be to view approaching traffic since there are more high contrast features on vehicles as viewed from the front rather than the rear. The MVP sensor placed at a mounting height that maximizes vehicle image occlusion snall be able to simultaneously monitor a maximum of six (6) traffic City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 172 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 �9 30 31 32 33 34 35 36 37 38 0 41 42 43 44 45 46 47 48 49 5Q 51 52 53 54 �� lanes when mounted at the road-side or up to eight (8) traffic lanes when mounted in the center with four lanes on each side. Modular Cabinet InterFace Unit The modular cabinet interface unit shall provide the hardware and software means for up to eight (8) MVP ser�sors to communicate real-time detection stafes and alarms to a local traffic signal controller. {t shall comply wifh the electrical and protocol specifications of the detector rack standards. The card shall have 1500 Vrms isolation between rack logic ground and street wiring. The modular cabinet interface unit shall be a simple interface card that plugs directly into a NEMA type C or D detector rack. The modular cabinet interface unit shalt occupy only two (2) slots of the detector rack. The modular cabinet interface unit shall accept up to sixteen (16) phase inputs and shall provide up to twenty-four (24) detector outputs. Communications Intertace Panel The communications interface panel shall support up to eight (8) MVP sensors and shall accept 110/220 VAC, 50/60 Hz Power. The communications interface panel shall provide predefined wire termination bladcs for MVP sensor power connections, a Broadband-over-Power-Line (BPL) transceiver to support up to 10Mb/s interdevice communications, electrical surge protectors to isolate the modular cabinet interface unit and MVP sensors and an interface connector to cable directly to the modular cabinet interface unit. The communications intertace panel shall provide power for up to eight (8) MVP sensors, taking local line voltage 110/220 VAC, 50/60 Hz and producing 110/220 VAC, 50/60 Hz, at about 30 watts to each MVP sensor. Two 1.25 amp SLO-BLO fuses shall protect the communications interface panel. Surge Suppresser An EDCO CX06-BNCY or approved equal transient surge suppresser shall be provided for each MVP sensor. Installation and Training The product supplier of the video detection system shall supervise the instal(ation and the testing of the video equipment. A factory certified representative from the manufacturer shall be on-site during installation. The factory representative shall install, make fully operational, and test the system as indicated on the intersection drawings and this specification. One day of training shall be provided to personnel of the City of Federal Way and King County in the operation, set-up and maintenance of the video detection system. Instruction and materials shall be produced for a maximum of 7 persons and shall be conducted at the City of Federal Way City Hall or King County signal shop. Warranty The video detection system shall be warranted against manufacturing defects in materials and workmanship for a period of no less than three (3) years from date of installation. The video detection supplier shall provide all documentation necessary to maintain and operate the system. The supplier shalt maintain a program for technical support and software updates following the expiration of the warranty period. 9-29.19 Pedestrian Push Buttons Section 9-29.19 is deleted and replaced with the following: (August 1, 2012 """*"*) City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 173 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The Contractor shall provide and install accessible pedestrian pushbuttons and signs, as shown on the Plans. The position of the pedestrian pushbuttons shall be located in a manner such that the tactile arrow is aligned parallel to the direction of travel for the crosswalk which the pushbutton is intended to serve; however final positioning for the optimum effectiveness shall be approved by the Engineer. Accessible Pedestrian Pushbutton units shall be Campbell Company Model Advisor Advanced Accessible Pedestrian Station (AAPS) or approved equal and shall meet the following requirements: Pushbuttons shall be mounted to the poles by means of stainless steel bolts. All mountings shall be securely fastened as approved by the Engineer. The network based centralized pushbutton station shall be installed in the controller cabinet. The centralized station shafl be in continuous communication with each pedestrian pushbutton station through direct Ethemet access or remote network connections allowing for real time system monitoring and control of operating parameters. Communication shall provide for the ability to upload files directly to each individual pedestrian station or download generated reports. All connections shall be made using factory produced cables with modular plugs. The sign legend to be used shall be sign designation R10-3e and shall be nine (9) inches by fifteen (15} inches. All mounting bolts shall be non-corrosive stainless steel. The pedestrian pushbutton housing shall be aluminum and shall be painted black. Unit(s) shall operate at a temperature range of -35C to 85C. Power requirements shall be 120 VAC, 60 Hz (100 ma, typical +l- 20%). Pedestrian indicators shall include an audible speaker, call confirmation LED and vibrotactile arrow. The audible speaker shall be programmable to have a button locator tone, acknowledgement tone/message, walk cycle tonelmessage and clearance tone/message. The unit(s) shall have automatic volume controls for message strength over ambient noise levels. The walk tone/message shall be programmable to stop with the walk signal or other user settable time. The unit(s) shall be user settable for Accessible Pedest�ian Signat (APS) message initiation with an extended press or on calL The call confirmation LED sha{! be red with 160 degree view ability and once activated shall remain illuminated until the corresponding walk indication is given. An audible acknowledgement message of "WAIT' shall accompany each activation of the call confirmation LED. The locator tone shall be acfive for a time of 0.15 seconds or less and shall repeat at 1 second intervals. The locator tone shall be intensity responsive to ambient sound and be audible from six (6) feet to twelve (12) feet from the pushbutton with a maximum of 5 dBA louder than ambient sound. A walk cycle audible message shall be set for each pushbutton unit and shall be patterned after the model: "Broadway. Walk sign is on to cross Broadway." The walk cycle message shall be intensity responsive to ambient sound with a volume 5 dBA above ambient sound up to a maximum volume of 100 dBA. The walk cycle message shall be audible ftom the beginning of the associated crosswalk during the walk interval only. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 174 February 2013 i� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Zs 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 The vibrotactile arrow shall be located on the pushbutton and shall have high visibility contrasf of either light on dark or dark on light. The pushbutton units shall be installed in a manner such that the vibrotactile arrow is aligned parallel to the direction of travel for the crosswalk which the pushbutton is intended to serve. The vibrotactile arrow shall activate with the walk cycle. 9-29.20 Pedestrian Signals Section 9-2920 is supplemented with the following: (December 12, 2011 **""`**) The symbol message modules shall plug directly into the transformer or be solid-state modules. Side mountings shall be clamshell mountings Type "E," as shown on WSDOT Standard Plan )-20.16-00 unless otherwise noted on The Plans. All terminal compartments shal! be painted in the same manner as specified for signal housings. All pedestrian head mounting bolts shall be noncorrosive stainless steel. Where pedestrian signal heads are to be fastened to the vehicle signal pole, the Contractor shall securely attach the clamshell mountmg to the pole using stainless steel Allen-head bolts. Pedestrian disp(ay housings shall have a minimum depth capable of accommadating a Campbell Advisor Pedestrian Pushbutton Controller in the rear of the housing. 9-29.20(1) LED Pedestrian Displays Section 9-29.20(1) is modified as follows: Section 9-29.20(1), Paragraph 1, Items 1a, 1b, lc, 1e, 1f, 1g and 1h are deleted. (March 6, 2012 "*"*"*) Section 9-29.2Q(1) is supplemented with the following: (December 18, 2009 "*****) Pedestrian signals shall be LED Countdown units as manufactured by Dialite Corporation or approved equal per the specifications included in the appendices of these Special Provisians. All pedestrian signal displays shall be the light emitting diode (LED) type with displays for "HAND", "MAN" and a countdown timer. Each LED pedestrian signal module shall not require special taols for installation. The installation of an LED pedestrian module shall not requi�e any modification to the housing. Each LED pedestrian module shall be a single, self-contained device, not requiring any on-site assembly for installation into any pedestrian signal housing. The power supply for the LED pedestrian module may be packaged as a separate module. All pedestrian "HAND" modules and countdown timer display modules shall be Portland Orange and shall conform to current ITE Standards for size, chromaticity, and intensity. LED pedestrian "HAND" modules shall be manufactured with a matrix of AIInGaP LED light sources. All pedestrian walking "MAN" modules shall be Lunar White and shall conform to current ITE Standards for size, chromaticity, and intensity. LED pedestrian walking "MAN° modules shall be manufactured with a matrix of InGaN LED light sources. The "HAND" and walking "MAN" message-bearing surfaces shall be filled (not outline) symbols. The LED City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 175 February 2013 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 pedestrian modules shall be operationally compatible with control4er and cor�flict monitors on this Project. The LED pedestrian module shall be rated for use in the ambient operating temperature range of minus 40 degrees C to 74 degrees C. Each LED pedestrian module shall be protected against dust and moisture intrusion per the NEMA Moisture Resistance STD 250- 1991 for Type 4 enctosures to protect all internal components. The assembly, manufacturing, and mounting af the LED pedestrian module shall be designed to assure all internal LED and electronic components are adequately supported to withstand mechanical shock and vibration from high winds and other sources. The manufacturer's name, trademark, serial number, and other necessary identification shall be permanently marked on the backside of the LED pedestrian module. LED signal pedestrian modules used an this Project shall be from the same manufacturer. A label shall be provided on the LED housing, and the Contractor shall mark the label with a permanent marker to note the installation date. LED pedestrian modules shall operate at a maximum power consumption of 15W. Eack� LED pedestrian module shall be operated from a 60 plus 3-Hz AC line over a range of 80 VAC to 135 VAC. Nominal operating voltage for all measurements shall be 120 plus 3 volts rms. The LED circuitry shall prevent flicker at less than 100 Hz over the voltage range specified above. Fluctuations in the line voltage specified above shall not affect luminous intensity by more than plus 10 percent. The signaf module on-board noise transients and low-repetition high-energy transients shall be as stated in Section 2.1.6, NEMA Standard TS-2, 1992. The individual LED light sources shall be wired so that catastrophic failure of any one LED light source will result in the loss of not more than 20 percent of the signal module light sources. LED pedestrian signal modules shall provide a power factor of 0.90, or greater, when operated at nominal operating voltage, and 25 degrees C. Total harmonic distortion induced into an AC power line by an �ED pedestrian module shall not exceed 20 percent. Each LED pedestrian module and associated onboard circuitry shall meet Federal Communications Commission (FCC) Title 47, Subpart B, Section 15 regulations conceming the emission of electrical noise. Two secured, color-coded, 600V, 20AWG minimum, jacketed wires, confo�ming to the National Electric Code, rated for service at 105 degrees C, are to be provided for electrical connection. LED signals shall show no evidence of illumination for input voltages below 35 vo(ts. LED signals shall supply illumination current (unregulated) for all input voltages higher than 45 vofts (and conform to appropriate intensity requirements specified above 80 volts). The manufacturer shall provide a written warranty against defects in materials and workmanship for the LED signal modules for a period of 60 months and against loss of intensity below 50 percent of original values for a period of 36 months after installation of the modules. All warranty documentation shall be given to the Engineer prior to installation. 44 9-29.20(2) Neon Grid Type 45 Section 9-29.20(2) is deleted. 46 (March 13, 2012 **'"�"''*) 47 48 9-29.22 Vacant 49 Section 9-29.22 is deleted and replaced with the following: City of Federat Way Special Provisions to the Standard Specificatio�s S 320th St at 20th Ave S Intersection Imprmnts 176 February 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 9-29.22 Battery Backup System (January 8, 2013 "''"'***) Tesco 22 or approved equivalent battery backup system shall be provided to meet the following requirements: Enclosure Specifications Anodized aluminum weatherproof enclosures shall house BBS and batteries. Enclosures shall be TfG welded c�onstruction with welding materials specifically designed for the material to be welded. Enclosures shall have fully framed side hinged outer doors with swaged close tolerance sides for flush fit with drip lip and closed celt neoprene flange compressed gaskets. Front door on each enclosure shall incorporate a full-length piano hinge, pad-lockable draw latch (center area on door-latch side), a keyed Core lock, and a pad lockable welded-in place vandal-proof tab rated at 2000 Ibs. There shall be no exposed nut, bolfs, screws, rivets or other fasteners on the exterior of the enclosure. Maximum cabinet dimensions shall be 46" H x 20" W x 21.5" D. Maximum weight of main cabinet shafl be 250 Ibs with batteries. Maximum weight of auxiliary cabinet shall be 425 Ibs with batteries. BBS shall be mounted in an interior tilt out housing with 800 Ib rated stops. Battery connectors shall be Anderson Connectors with silver plated cantacts. Batteries shall be installed in fixed position framed trays for seismic safety and be readily accessible for maintenance. Batteries shall be mounted allowing airflow front and back. Enclosure can include two transfer bypass switches, one for BBS bypass the second for auxiliary generator (optional). All switches must be panel mounted on interior dead front pane{ board. UV resistant plastic laminated nameplates shall identify all controls and major components. A plastic covered wiring diagram will be attached to the inside of the front door. All components shall be factory wired and conform to required NEMA, NEC, and UL standards. A chassis ground point shall be provided. Panel shall be UL 508 Industrial Controt Panef rated. BBS Panel Minimum Features: 1. System shall provide 700 watts of full control run time for four (4) hours. In addition the system shall provide six (6) to eight (8) hours of flash operation. 2. Auxiliary cabinet shall be provided and shall incorporate finrelve (12) additionally supplied batteries. 3. BBS bypass and BBS isolation switch. 4. Deadfront safety panel board with alI switches, indicating fuses, plugs, and isolation fuses for each battery pre-wired with phenolic nameplates. 5. All nameplates shall be screwed on phenolic engraved type. 6. All wire terminating lugs shall be full wrap around type. 7. All batteries shall be captive spaced from external captive sides in earthquake proof buckets. 8. Cabinet ventilation shall be by (qty. 2) 4" x'/4" louvers top and bottom with encapsulated bug screens, cleanable filters and a 100cfm fan fo completely exchange air 25 time minimum per minute. 9. All DC terminals and connections shall incorporate safety covers such that the safety covers are in place for every normal maintenance mode. 10. Event Counters & Total Run Time Counter. 11. A red LED indicator light shall be installed on the UPS-cabinet facing in the direction of the interse�tion and viewable from the roadway. The indicator light shall not be installed on the top of the cabinet so as to be visible even during a sign�cant snow City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 17� February 2013 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 event. The indicator light shall be installed in a manner to be activated only when the UPS units are operational and powering the intersection. BBS Unit Mininnum Specifications BBS unit shall provide a true sine-wave output with minimum 1400 Volt-Amp continuous capacity. BBS must provide for utility service isolation when in operation. The minimum rating for wattage output will be 950 watts. The BBS shall be capable of running an intersection witt� LED lights (for Run Time consult manufacturer). The unit shall operate off- line, with transfPr time of 2 ms or less, with battery condition indicator, with automatic test provisions, and with hot-swappable batteries (all batteries in system). BBS will automatically recharge batteries from full discharge to 95% capacity within 6 hours. BBS will provide on- line operation far a minimum input of 92 to 145 VAC, provide full load output of 120VAC — 10% /+4% at 60 Hz +/- 0.05% over a temperature range of -37° C(optional adder) to +74° C and be a UL Approved Design. For Safety and maintenance the BBS shall not exceed 28 pounds. The BBS unit will be delivered with maintenance manuals and schematic diagrams. BBS Unit Minimum Features 4. 1400VA 950 Watts, with quick make/break connectors and pfugs. (Systems requiring hard wiring termination to/from the inverter are unacceptable). 2. Surge energy withstand 480 Joules, 6.5kA 3. Common mode clamping 0 ns < 5ns typical UL 1449 4. Conditioned power — Computer quality 5. Transient lighting protection —160 Joules 6. Transfer to battery time — 2 ms 7. Retransfer to utility — 2 ms 8. Each battery shall be 24 volts @ 18 AH with heavy duty Anderson plugs and isolated fused (dead front panel mounted 30 amp) connections to the BBS for greater system reliability and ease of maintenance. Series wiring is unacceptable. 9. Fan cooling shall be fused for locked rotor current. 10. Cooling air shall be ducted to cool the front and back of each battery with air space on all four sides and top of battery. 11. BBS covers shall be 60% open on both sides to diminish the environmental effects of extreme temperatures. 12. Includes USB & RS232, DB9 Computer Interface Ports. 13. Low voltage safety design at 24v DC. (Higher voltage DC systems are unaccep#able}. BBS Communications Module All inverter connections shall be made without the use of tools. This includes: A/Glnput, A/C-Output, Normally-Open, and Normally-Closed programmable contacts. Smart Slot Relay I/O Module; Input #1 Turn the BBS an. Input #2 Turn the BBS off. Input #3 Start the BBS self-test. Input #4 Shut down the BBS (when on battery). Output #1 The BBS is on-battery (during a power failure, self-test or run time calibration). Output #2 BBS has a low battery — Programmable. Output #3 The protected load is not receiving power from the BBS. Output #4 Replace the BBS batteries. Output #5 The BBS is overloaded. City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20U� Ave S Irrtersection Imprmnts 178 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Output #6 Any BBS fauit or self-test failure. Batteries Batteries shall be maintenance-ftee, type AGM/VRLA (Absorbed Glass Mat / Valve Regulated Lead Acid), such as APC Smart-UPS RMXL or approved equai. Batteries shall be independently pre-wired and individually fused. Batteries shall be fumished with heavy-duty 50 amp rated silver-plated Anderson Connectors. 100 Amp internal fuse by Battery supplier. Batteries shall be lightweight for personnel safety and protection plus ease of installation and maintenance. Batteries with a weight of over 26 Ibs are not acceptable. Enclosure Temperature Compensation Operating temperature shall be a minimum -37° C to +74° C. Power System Anafyzer and Conflict Resolution Module The system shall incorporate an integrated Power System Analyzer and Conflict Resolution Module. The Analyzer wifl evaluate and make limited adjustments to the incoming utility power and will automatically transfer load to the battery back-up power if utility power is lost. When utility power becomes available, the BBS will analyze the power to verify stability and retum fo normal operation. The system provides automatic BBS failure detection and automatically isolates the failed BBS and locks the unit on to utility power. �nce the failure has been corrected, the system will return to the normal operation. Triple Bypass System For Off{ine BBS 1. Smart Power Analyzer with Conflict Monitor lsolation and Transfer Module (SPACT). 2. Power Conflict Monitor (PCM): The PCM monitors Ioad bus power available continuously. If I�ad bus power fails for 5ms the PCM will transfer and isolate the BBS and guarantee that commercial pawe� will be locked on. 3. Watchdog Timer — Redundant 5 ms delay and hard transfer to utility power. 4. The outboard Smart Transfer Switch shall not interrupt the normal controller function. Transfer time shall be 2ms. 5. Onboard Smart Il0 module will execute lockout of battery backup system upon Smart detection of any inverter BBS fault. If BBS resets itself, it will automatically be available for backup. 6. ON Inverter to timed relay for Full Time control of Output, 0 to 10 hours. Smart Battery Charger Shalt charge from shut off discharge ta 95% fully charged in less than 6 hours. Batteries shall be ambient enclosure compensated to less than 120°. The battery charger shall utilize Smart Cell Technology to extend battery life. Intelligent Battery Management The system shall regulate under and over voltages without switching to battery. A Battery Replacement Waming shall automatically perform a self-test every two weeks. This will issue an alert to the user if batteries are degrading before they wear out. Through soffinrare, or the push of a button, self-tests may be performed at anytime. The battery charging system shall be microprocessor controlled to precisely charge batteries in less time than legacy BBS systems. City of Federal Way Special Provisions to the S�tKlard Specifications S 320th St at 20th Ave S IMersection Imprmnts 1 T9 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 � 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Hot-swappable Battery Replacement � A 60 second, user friendly, hot-swappable battery replacement system shall be provided to save the time and expense of retuming the BBS to the factory for battery service and a{lows safe and easy replacement of batteries while the system is up and running. Replacement battery packs shall be shippable in a reusable box for convenient return of exhausted batteries to a recycling center. Testing Manufacturer shall provide a certified test letter for each UPS system certifying that the equipment passed all manufacturer performed testing per national codes and standards. Warrar�ty Manufacturers shall provide a two (2) year factory-replacement parts warranty on the BBS. Batteries shall k►e warranted for full replacement for two (2) years. The warranty shall be included in the total bid price of the BBS. Included Design Options 1. Automatic transfer switch (ATS) and Generator 30-amp external reverse service P�u9- 2. Keyed lock (Core or #2 Corbin) 3. Heater with thermostat 4. Two (2) Gonductor shielded cable to be installed between the signal controller cabinet and the IJPS unit to enable signal flash operation following depletion of batteries to established minimum. Ten (10) feet of slack shall be provided within both signal cabinet and UPS cabinet. 9-29.24 Service Cabinets Section 9-29.24 is supplemented with the following: (December 98, 2009 *''****} The service cabinet shall be aluminum, and shall conform to Federal Way Drawing Number 3�5 inrluded in the appendices of these Special Provisions. The unit shalf be modified as necessary to meet all current requirements of the Department of Labor and Industries and Puget Sound Energy. The service cabinet shall be equipped with a lockable stainless steel t�andle and a three-point locking system. The service cabinet shall contain one (1) ground fault receptacle. Main breaker, branch breakers, and contactors shall be rated per the Breaker Schedule on the Plans. The service cabNnet shall be equipped with a door-in-door, dead-front assembly, which shall prevent the expe�sure of circuit breakers and wiring. Wiring shall be arranged so that any piece of apparatus may be removed without disconnecting any wiring, except the lead to that piece of apparatus. All wiring shall be appropriately marked with a permanent, indelibly marked, clip-sleeve wire marker. All wiring shall conform to NEMA Class II C. The service cabinet shal! be aluminum, and shalt be a Skyline Electric Series 47700 or approved equal with Underwriters Laboratory label on the panel boards. A copy of the wiring diagram shall be provided in a plastic holder mounted conveniently inside the service cabinet. [Vameplates shall be provided for each control component and City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Irrtersection Imprmnts 180 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 �' I� �� shali be embossed phenolic with white letters on black badcground. Nameplates shafl be screw-fastened. 9-29.25 Ampiifier, Transformer, and Terminal Cabinets Section 9-29.25 is supplemented with the following: (February 24, 2012 "*""***) Where noted on the Plans, terminal cabinets shall be furnished and installed on mast arm poles. Nominal dimensions shall be 16 inches high by 12 inches wide by 5 inches deep. Terminal cabinets shall be mounted at a minimum height of seven (7) feet to maintain ADA accessible pathways. Numbered terminal strips shall be installed in each cabinet with sufficient connections to accommodate all necessary wires and specs as shown on the Wiring Diagram. The unit shall be fastened to the pole shaft with a minimum of three (3) self-tapping galvanized metal screws employing minimum 1-inch-diameter flat washers on the inside of the cabinet. Following installation, an epoxy sealant shall be used to provide a rain tight seal between the pole shaft and the cabinet back. END OF DIVISION 9 City of Federal Way Special Provisions to the SYandard Specifications S 320th St at 20th Ave S Intersection Imprmnts 181 February 2013 1 (January 7, 2013) 2 Standard Plans 3 The State of Washington Standard Pians for Road, Bridge and Municipal Construction M21-01 4 transmitted under Pubfications Transmittal No. PT 11-036, effective January 7, 2013 is made a 5 part of this contract. 6 7 The Standard Plans are revised as follows: 8 9 B-1020 and B10.40 10 Substitute "step" in lieu of "handhold" on plan 11 12 B-90.40 13 Offset & Bend details, add the subtitle, "Plan View" abave titles 14 15 G5 16 Deleted 17 18 G13 19 Deleted 20 21 C-13a 22 Deleted 23 24 C-13b 25 Deleted 26 27 C-13c 28 Deleted 29 30 C-14a 31 Deleteci 32 33 G14b 34 Deleted 35 36 C-14c 37 Deleted 38 39 C-14d 40 Deleted 41 42 C-14e 43 Deleted 44 45 C-15a 46 Deleted 47 48 C-15b 49 Deleted 50 City of Federal Way Special Provisions to tbe Staruiard Specifications S 320th St at 20th Ave S Intersestion Imprmnts 182 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 C-28.40 Deleted C-70.10-00 Elevation, and Barrier Connection Detail, callout for premolded joint filler, revise '/<" to 3/8" Note 1, revise'/4" to 3/8". The Welded Wire Reinforcing Substitution Option Table is deleted. The note, N*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specfication Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." C-75.10-00 Elevation, callout for premalded joint filler, revise'/." to 3/8", Note 1, revise'/." to 3/8". The Welded Wire Reinforcing Substitution Option Table is deleted. The note, ""Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07° is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3.° C-75.20-00 Elevation, callout for premolded joint filler, revise'/" to 3/8", Note 1, revise'/4" to 3/8". The Welded Wire Reinforcing Substitution Option Table is deleted. The note, ""Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3.° C-75.30-00 Elevation, and Plan views, callout for premolded joint filler, revise '/." to 3/8" ", Note 1, revise '/4n to 3/8n. The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specificatian Sections 6-10 and 9-07" is revised ta read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." C-80.10-00 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shatl conform to Standard Spec�cation Sections 6-10 and 9-07" is revised to read: °Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3.° C-80.20-00 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcemerrts shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." City of Federal Way Special Provisions to the Standard Specifica6ons S 320th St at 20th Ave S Intersection Imprmnts 183 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3Q 31 32 33 � 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 C-80.30-00 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, ""Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Spec�cation Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standa�d Specification 6-10.3." C-80.40-00 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "'Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07° is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3.° D-3 Deleted D-3.10 Key Note 7, reference to 1130.04(5).06 is revised to 730.05(5) G-24.50 Detail B, callout, "Nylon Washer � When sign face has Type 3 or 4 sheeting" is revised to read; Nylon Washer � When sign face has Type 3, 4, 8 or 9 sheeting" G-30.10 Sheet 2, "Sign Installation on Signal or Light Standard" detail, "7'-0° Min.„(2x) dimension(s) revised to read 7'-0" G-50.10 Sheet 2, Diamond-Shaped Sign detail, dimension, "More than 36° is revisecJ to read; More than 30" G-6020 Side View, callout, "Anchor Rod � 1-3/4" Diam. x 4'-4" Threaded 8" Min. Each End; W/ 2 Washers & 4 Heavy Hex Nuts � Galvanize Exposed Anchor Rod End for 4'-0" Min." is revised to read; "Anchor Rod � 1-3/4" Diam. x 4'-4" Threaded 8" Min. Each End; W/ 2 Washers &'6 Heavy Hex Nuts � Galvanize Exposed Anchor Rod End for 1'-0" Min." G-60.3Q End View, callout, "Anchor Rod � 1-3/4" Diam. x 4'-4° Threaded 8" Min. Each End; W/ 2 Washers & 4 Heavy Hex Nuts � Galvanize Exposed Anchor Rod End for 1'-0° Min.° is revised to read; "Anchor Rod � 1-3/4" Diam. x 4'-4° Threaded 8° Min. Each End; W/ 2 Washers & 6 Heavy Hex Nuts � Galvanize Exposed Anchor Rod End for 1'-0" Min." 1-60.40 Deleted I-60.20 Deleted City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersedion Imprmnts 184 February 2013 1 2 4 5 7 8 10 11 12 13 14 15 16 17 18 19 20 21 3 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 J-1f Deleted J-3b Sheet 2 of 2, Plan View of Service Cabinet, Boxed Note, °SEE STANDARD PLAN J-6C...° is revised to read: "SEE STANDARD PLAN J-10.10..." Sheet 2 of 2, Plan View of Service Cabinet Notes, references to Std. Plan J-9a are revised to J-60.05 (3 instances). J-7c Deleted J-12 Deleted J-15.10 Elevation View (3x), Depth dimension, reads; "Depth � See Std. Spec. 9-20.3(14)E and Contract", revised to read; "Depth � See Std. Spec. 8-20.3(13)A and Contract" J-16b Key Note 1, reference to J-16a is revised to J-40.36 J-16c Key Note 1, reference to J-16a is revised to J-40.36 J-20.10 Detail A, add callout� 3�4„ Thick Grout (Four sides) J-20.11 Section B, add callout, 3/4° Thidc Grout (Four sides) J-40.30 Section A, dimension, "18" Min. ftom tap of soil surface° is revised to read; 24" Min. from top of soil surface. Callout, "Gravel Pad" is revised to read; Crushed Surfacing � Per Standard Spec. Section 9-03.9(3) J-50.16 Deleted J-75.40 Monotube Sign Structure, elevation, callout — EQUIPMENT GROUNDING CONDUCTOR � SIZE PER NEC. MINIMUM SIZE # 8 Is revised to read; EQUIPMENT GROUNDING CONDUCTOR � SIZE PER NEC minimum size#4AWG Detail C, callout— EQUlPMENT GROUNDING CONDUCTOR � CLAMP TO STEEL REINFORCtNG BAR, SIZE PER NEC MIN. SIZE # 8 Is revised to read; EQUIPMENT GROUNDlNG CONDUCTOR � CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC minimum size # 4 AWG J-75.45 City of Federal Way Special Provisions to the Standard Specifications S 320th St at 20th Ave S Intersection Imprmnts 185 February 2013 ' ' I 'I ' I � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 elevation, callout — EQUIPMENT GROUNDING CONDUCTOR � SIZE PER NEC. MINIMUM SIZE # 8 Is revised to read: EQUIPMENT GROUNDING CONDUCTOR � SIZE PER NEC minimum size # 4 AWG Detail D, callout— EQUIPMENT GROUNDING CONDUCTOR � CLAMP TO STEEL REINFORClNG BAR, SIZE PER NEC. MIN. SIZE # 8 Is revised to read: J-90.10 Section B, callout, "Hardware Mounting Rack � S. S. 1-5/8° Slotted Channel" is revised to read: "Hardware Mounting Rack (Typ.) � Type 304 S. S. 1-5/8" Slotted Channel" J-90.2Q Section B, callout, "Hardware Mounting Rack (Typ.) � S. S. 1-5/8" Slotted Channel" is revised to read: "Hardware Mounting Rack (Typ.) � Type 304 S. S. 1-5/8" Slotted Channel° EQUIPWIENT GROUNDING CONDUCTOR � CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC minimum size # 4 AWG K-80.30 In the NARROW BASE, END view, the reference to Std. Plan G8e is revised to Std. Plan K-80.35 The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan number is the publication approval date shown in the lower right-hand corner of that plan. Standard Plans showing different dates shall not be used in this contract. A-10.10-00. . . . . . ..8/7/07 A-10.20-00......10/5/07 A-10.30-Q0......10/5/07 A-20.10-00......8/31 /07 A-30.10-00......11 /8l07 A-30.15-00......11 /8/07 A-3Q.30-01......6/ 16/ 11 B-5.20-01........6/ 16/ 11 B-5.40-01.........6/16/ 11 B-5.60-01.........6/ 16/11 B-10. 20-Q 1. ..... . .2/7! 12 B-10.40-00........6/1 /06 B-10. 60-00...... ..6/8/06 B-15. 20-01. . ... . . . 2/7! 12 B-15.40-01. .... . ..2/7/ 12 B=15. 60-01...... ..2/7/ 12 B-20.20-02.......3/16/12 B-20.40-03...... .3/ 16/12 A-30.35-00. .. . ...10/ 12/07 A-40.00-00. . .. . . . . . 8/ 11 /09 A-40.1 Q-02...........6l2/11 A-40.15-00.... .....8/ 11 /09 A-40.20-01.. .. . . .. . . .2J7/12 R-40 . 50-01. .. . . .. . .. .. 6/2l 11 A-50.10-00 . . . .. ..11 / 17/08 B-30. 50-01. . . . . . . . .4/26112 B-30.70-03.........4/26/12 B-30.80-00. ..... . ... .6/8l06 B-30.90-01. _......9/20/07 B-35. 20-00. . .. .. ... . 6/8/06 B-35.40-00. . . .. . . .. . 6/8/06 B-4 0. 2 0-00. . . . . . . . . . 6! 1 / O6 B-40.40-01. .......6/ 16/ 10 B-45.20-00. ..... ....6/ 1 /06 B-45.40-00..........611/06 B-50.20-00.......... 611 /06 City of Federal Way S 320th St at 20tl� Ave S Intersection Imprmnts 186 A-50 .20-01. . . .. . . . . 9/22/09 A-50. 30-00. . . ....11 / 17/08 A-50.40-00. . . ....11117/08 A-60 .10-01. . . . .. . .10/ 14/09 A-60.20-02............6/2/ 11 A-60.30-00..........11 /8/07 A-60.40-00..........8/31 /07 B-75.20-01..........6/10/08 B-75. 50-01. ..... .... 6/10/08 B-75.60-00. ..... .... ..6/8/06 B-80.20-00.........6/8/06 B-80.40-00.........6l1106 B-82.20-00.........6/1 /06 B-85.10-01.........6/10/08 B-85.20-00.... .. ....6/ 1 /06 B-85. 30-00..........6/ 1 /06 B-85.40-00..........6/8/06 B-85.50-01.........6/10/08 Special Provisions to the Standard Specifications . February 2013 F B-2 0. 60-03 ...... . 3/ 15/ 12 B-25.20-01........3/15/12 B-25.60-00.........6i 1 /06 B-30.10-01...... ...4126/ 12 B-30.20-02.........4l26112 B-30.30-01.........4/26/12 B-30.40-01.... . . . . . .4/26/ 12 C-1 ....................6/16/11 C-1 a ... . . . ... . .. . . .. .10/ 14/09 C-1 b ...................6/16/11 C-1 c.........••-•.....5/30/97 C-1 d ................10/31/03 C 2 ....................1 /6/00 C-2a ..................6/21 /06 C-2 b . . . . . . . . . . ... . .. . .6/21 /06 C-2c ..................6/21 /06 C-2d ..................6/21 /06 C-2e . . . . . . . . . . . . . . .. . .6121 /06 C-2f . .. .. .. . . . . . . . . .. . . 3/ 14/97 C-2g ..................7/27/01 C-2h ..... ..... ........3/28/97 C-2i ...................3/28/97 C-2j..... -•-...........6/12/98 C-2k ........ ........ ..7/27/01 G2 n .. .. . .. ... . ... .. . . 7/27/01 C-2o ..................7/13/01 C-2p ................10/31 /03 C-3 . . . . . . . . . . . . . . . . . . .6/27/ 11 C-3a . .. . . .. . . . . . . . .. .10/4/05 G-3b .......... .... ..6/27/ 11 C-3c . . . ... .. . . . . . ... 6/27/ 11 C-4b .............. .. ..6/8/O6 C-4e . . . . . . . . . . . .. . .. . .2/20/03 C-4f . . . .... .. . . . . . . .. . . 7/2/ 12 D-2.04-00........11 /10/05 D-2.06-01........1 /6i09 D-2.0&00........11 /10/05 D-2.1400........11 /10J05 D-2.16-00 . . . . . . . .11 { 10/05 D-2.1 &00........11 /1 Q/05 D-220-00........11 /10/05 D-2.32-OU........11 /10/05 D-2.34-01........1 !6/09 D-2.36-02........1 J6/09 D-2 . 42-00 . . . . . . . .11/10/05 D-2.44-00........11 /10/05 D-2. 60-00 . . . . . . . .11 / 10/05 D-2.62-00........11 /10/05 D-2.46-00 . . . . . . . .11 / 10/05 B-55 _ 20-OQ. ..... .... 6/ 1 /06 B-60.20-00...... .... 6/8/06 B-60.40-00. ..... .... 6J 1 /06 B-65.20-01. .........4/26/12 B-65.40-00. ......... 6/ 1 /06 B-70.20-00. .........6/ 1 /06 &70.60-00. ..... ....6/ 1 /06 C-6 ... .................5i30{97 C-6a ................10/14/09 C-6c .............. ..... .1 /6/00 C-6 d - - • • . . .. . . . . . . . . ... 5/30/97 C-6f . . . ... . ...... . . . . . . 7/25/97 C-7 ........ .......... ...6/16/ 11 C-7a ...................6/16/11 C-8 .....................2/10/09 C-8a . ........... .. .. ... 7/25/97 C-8b ....................6/27/11 C-8e..... ....... • • -. ....2/21 /07 C-8f ....... .. . ... .... .... 6/30/04 C-10 . . . .. .. . . . . . . .. . . . . . . . 6i3/ 10 C-16a .................6/3/10 C-16b ...... .... .... ...6/3/ 10 C-20.10-00... ......7/2l12 C-20.14-02.. . . . . . .. . .7/2/ 12 C-20.15-01... ........7/2/ 12 C-20.18-01---........7/2/12 G20.19-01...........7/2J 12 C-20.40-03... ........7/2/ 12 C-20.42-03 . .. . . ... . . .7/2/12 C-20.45.01. ......... .7/2/12 C-22.14-02........6/16/11 C-22.16-03. .. . . . . .4/ 18/ 12 C-22.40-02........6/16/10 C-22.45.00. . . . . . . .6/ 16/ 1.1 D-2.48-00. . . . . . . .11 / 10/05 D-2.64-01........1 /6/09 D-2.66-00._......11 /10/05 D-2. 68-00... .....11 / 10/05 D-2.80-00........11 /10l05 D-2.82-00... . ....11 /10/05 D-2.84-00........11 /10/05 D-2.86-00........11 /10/05 D-2.88-00........11 t10/05 D-2.92-00........11 /10/05 D-3. 09-00. . . . . . . . 5/ 17/ 12 D-3.10-00. . . . . . 6/16! 10 D-3.11-01. . . . . . 3/ 15/ 12 D-3.15=01. . . . . . 5/ 17/ 12 D-3.16-01. . . . . . 5/ 17/ 12 Cityr of Federal Way S 320th St at 20th Ave S Intersection Imprmnts 187 B-90.10-00. ......... 6/8/06 B-90.20-00. ..... ....6/8/06 B-90.30-00. ..... .... 6/8/06 B-90.40-00. ..... .... 6/8/06 B-90.50-00. ..... ....6/8/06 B-95.20.01...... .... 2/3/09 B-95.40-00..........6/8/06 C-23. 60-02......6/21 / 12 C.24.10-00......7/12/9 2 C-25.18-03... .....7/2/ 12 C-25.20-05... .....7/2/ 12 C-2 5. 22-04 ..... ...