Loading...
AG 13-102RETURN TO: t J > l e &t EXT: A -70 CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATINGDEPT/DIv: PUBLIC WORKS/ 2. ORIGINATING STAFF PERSON: �� G ' �'�, t l f' V �_ t, �. l { EXT: �r V r 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, )j; tr� ❑ INTERLOCAL ❑ OTHER .! A 5. PROJECT NAME: <- 6. NAME OF CONTRACTOR ADDRESS: 2=g 7%- 5 i Lkjh TELEPHONE: 2&- �,2A .2.- ck--33 E -MAIL: FAX: SIGNATURE NAME:Lr' 'Z�'(' (�' (� TITLE: 7. EXHIBITS AND ATTACHMENTS:)( SCOPE, WORK OR SERVICES ))COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORI Y TO SIGN ❑ REQUIRED LICENSE''S // ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE #G'jC 'lZ 1�l > BL, EXP. 12/31/ UBI # C Y `S� % , EXP. Ll3/ l l 8. TERM: COMMENCEMENT DATE: j /([ COMPLETION DATE: 1 &-L-. 1 vr l iL lY.l.( (S 0rA, 4 F () l'r -it .k� `tt'7 L 9. TOTAL COMPENSATION: $ -fI2, D 3q, I g) /#'3 7-4 , 9qa. 0-7 (INCLUDE EXPENSES AND SALES TAX, IF ANY (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ❑ NO IF YES, $ PAID BY: ❑ CONTRACTOR ❑ CITY PURCHASING: PLEASE CHARGE TO: 10. DOCUMENT/ CONTRACT REVIEW INITIAL / DATE REVIEWED INITIAL/ DATE APPROVED 6 PROJECT MANAGER P3 DIVISION MANAGER ❑ DEPUTY DIRECTOR I� ;( DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) �( LAW DEPT 141 Vi 11. COUNCIL APPROVAL (IF APPLICABLE) COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: g Iu `yk ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ LAW DEPT ❑ CHIEF OF STAFF 9 SIGNATORY (44AY-e'OR DIRECTOR Y CITY CLERK G✓)ASSIGNED AG # SIGNED COPY RETURNED ❑ RETURN ONE ORIGINAL COMMENTS: EXECUTE I " ORIGINALS INITIAL/ DATE SIGNED aasltj �_$ Z7 1�4- AG# 11 - W2- DATE SENT: COUNCIL APPROVAL DATE: DATE REC'D: 8 !a'a-11.1 1/9 AG #: 13 -102 PROJECT NUMBER CITY OF FEDERAL WAY RECEIVED AUG 2 2 2014 CONTRACT CHANGE ORDER AGREEMENT 2 CHANGE ORDER NUMBER 21St Avenue SW at SW 336th Street Intersection Improvements PROJECT TITLE SUMMARY OF PROPOSED CHANGES: This Change Order No. 2 covers the work changes summarized below: 1. Bank of America ADA Access (Field Order #5) 07/30/2014 EFFECTIVE DATE SCI Infrastructure, LLC CONTRACTOR Field Order #5 directed the Contractor to construct an ADA accessible path along the Bank of America driveway (Driveway #3) in order to satisfy the acquisition agreement with the property owner. Supplying and installation of handrail, and striping of the ADA path will paid at the lump sum price of $4,150.00. The concrete walkway will be paid for as "Cement Conc. Sidewalk ", pavement removal and grading will be paid through Force Account, retaining wall adjacent to the Bank of America sign will be paid for at the bid unit prices for "Conc. Class 4000 for Retaining Wall" and "St. Reinf. Bar for Retaining Wall ", resetting of previously installed catch basins, and extension of stormdrain pipe will be paid for at the bid unit prices for "Remove Existing Catch Basin ", "Catch Basin type 1", and "Connection of Drainage Structure ". Item 8760 "Bank of America ADA Access" per Lump Sum is created. 2. Bank of America ADA Access (Field Order #5) Pavement removal and grading necessary to complete the work associated with the Bank of America ADA Access will be paid through Force Account. Item 8765 "Bank of America ADA Accesss Grading" per Force Account is created. 3. Fence top Rail (Field Order #6) The City directed the Contractor to include a top rail on new 4 foot chain link fence(Item 8260) throughout the project under Field Order #6. The cost to provide and install the top rail is $3.13 per linear foot. Item 8770 "Chain Link Fence Top Rail' per Linear Foot is created. 4. Additional Stair Tread at Bank of America (Field Order #7) To better conform to the existing ground adjacent to the west stairs at Bank of America, the City directed the Contractor to construct one additional step, and tread. In addition one additional handrail was also directed to be installed. The agreed to cost for this change is $765.33. The LUMP SUM unit price for bid item # 6030 ( "STAIR AND HANDRAIL, STA A 334 +50 ") is therefore increased to $4,265.33. 5. Directional Boring Item Removal Item 8460 is deleted from the Contract. Change Order No. 2 continued 2 of 3 Changes to the Bid Schedule — 21st Avenue SW at SW 336th Street Intersection Improvements 1. Add New Bid Item No. 8760 — (New Item) Bank of America ADA Access. The new Bid Item Quantity for Bid Item No. 8760 is 1 LS. 2. Add New Bid Item No. 8765 -(New Item) Bank of America ADA Access Grading. The new Bid Item Quantity for Bid Item No. 8765 is 1 FA. 3. Add New Bid Item No. 8770 — (New Item) Chain Link Fence Top Rail. The new Bid Item Quantity for Bid Item No. 8770 is 557.3 LF. 4. The Lump Sum price for Item 6030 "Stair and Handrail, Sta A 334 +50" is increased to $4,265.33. 5. Bid Item 8460, "Directional Boring" is deleted from the Contract. Net Changes to the Bid Schedule — 21st Avenue SW at SW 336th Street Intersection Improvements Change Bid Existing Change Unit Item Item Description Quantity Quantity Unit Cost Total 8760 Bank of America ADA Access 0 1 LS $4,150.00 $4,150.00 8765 Bank of America ADA Access Grading 0 1 FA 8,808.14 8808.14 8770 Chain Link Fence Top Rail 0 557.3 LF $3.13 1744.35 6030 Stair and Handrail Sta A 334 +50 $3,500 $4,265.33 LS NA 765.33 8460 Directional Boring 500 0 LF $55.00 $27,500.00 Total this Change Order ($12,032.18) The time provided for completion in the Contract is ® unchanged ❑ Increased by 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. Change Order No. 2 continued 3 of 3 ORIGINAL CONTRACT AMOUNT $ 3,203,858.85 PREVIOUS CHANGE ORDERS $ 83,165.40 THIS CHANGE ORDER $ - 12,032.18 NEW CONTRACT AMOUNT $ 3,274,992.07 (9 IV RETURN TO: EXT: CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/Div: 2. ORIGINATING STAFF PERSON: -:Y v tI `' /At 4. EXT: ZZ �� 3. DATE REQ. BY:� TYPE OF DOCUMENT (CHECK ONE): ❑ CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) Cl PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT Cl PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT • GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES / CDBG • REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT (E.G. BOND RELATED DOCUMENTS) • ORDINANCE ❑ RESOLUTION CONTRACT AMENDMENT AG# :1 Z ❑ INTERLOCAL ❑ OTHER C �.C��.,i- /o 1. S. PROJECT NAME: Z .3� "- e c. 56-2 C SGU 33 6 �� 6. 7. 8. 9. NAME OF CONTRACTOR: ADDRESS: Z E -MAIL: SIGNATURE NAME: u� S GO CC OIL2 TELEPHONE: LD6 Z `I Z -06$3 FAX: TITLE: Ar.a -.G EXHIBITS AND ATTACHMENTS: I`} SCOPE, WORK OR SERVICES '!ir COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE #Z. 9-& Z- 10 ZS'/Fm/ BL, EXP. 12/31/ / 3 UBI # , EXP. � l , y� TERM: COMMENCEMENT DATE: /I "4 / �� �` COMPLETION DATE: 44L al-14 ' f �'�"�` ✓ G,4,°1 _ TOTAL COMPENSATION: $ 93,; l6S .i /� �Z 197 D1 ZL / o (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES [X.NO IF YES, MAXIMUM DOLLAR AMOUNT: S PAID BY. ❑ CONTRACTOR ❑ CITY IS SALES TAX OWED: ❑ YES Bl NO IF YES, $ ❑ PURCHASING: PLEASE CHARGE TO: � 0 6 - L/G/OD - o 0 - r5 T-.3 o -1510 10. DOCUMENT/ CONTRACT REVIEW N PROJECT MANAGER ❑ DIVISION MANAGER DEPUTY DIRECTOR DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) X LAW DEPT 11. COUNCIL APPROVAL (IF APPLICABLE) INITIAL / DATE REVIEWED d( COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING 12- ) -13 ❑ SENT TO VENDOR/CONTRACTOR DATE SENT: ` ❑ ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS ❑ LAW DEPT SIGNATORY (MAYOR O [RECTOR) ❑ CITY CLERK ❑ ASSIGNED AG # Cl SIGNED COPY RETURNED ❑ RETURN ONE ORIGINAL COMMENTS: EXECUTE" Z," ORIGINALS INITIAL/ DATE SIGNED DATE SENT: Z' A A -I INITIAL/ DATE APPROVED COUNCIL APPROVAL DATE: DATE REC' D: c11-j 1 �+ 11/1 AG #: 13 -102 PROJECT NUMBER CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT 1 CHANGE ORDER NUMBER 21St Avenue SW at SW 336th Street Intersection Improvements PROJECT TITLE SUMMARY OF PROPOSED CHANGES: This Change Order No. 1 covers the work changes summarized below: 1. Existing Irrigation System 12/18/2013 EFFECTIVE DATE SCI Infrastructure, LLC CONTRACTOR In response to RFQ 01 and Per Field Order 04, restoration of the City -owned irrigation system work shall include excavating, installing, and backfilling irrigation sleeves required at driveways; exporting displaced soil; and installation of the irrigation system. The work includes connection to the existing system and the nearest tree pit. Restoration of the City owned irrigation system will be paid for under a new force account item. Item 8690 "Restoration of City Owned Irrigation System" is created. Payment for this item will be made in accordance with section 1 -09.6 of the Standard Specifications. 2. Curb Covers Curb covers were not included in the bid item list of the Contract Document. Following discussions during coordination meetings, a request to SCI for installation of curb covers over two sanitary sewer manholes and one Century Link casting that falls within the curb line was made. The work includes all work associated with setting the frames to grade; adjusting the existing structure; and pouring a curb and gutter with slab around the casting. Item 8700 "Curb Covers" is created. The work will be paid for under unit bid as LS. Payment for this item will be made in accordance with section 1 -09.3 of the Standard Specifications. 3. Pavement Repair Excavation In response to City request to grind or "dig out" existing HMA, in accordance with Section 5- 04.3(5)E including haul and disposal, as noted on marked -up pavement plan sheets, provided to SCI, a negotiated resolution was reached. Item 8710 "Pavement Repair Excavation" is created. The work will be paid for under a new unit bid item as CY. Payment for this item will be made in accordance with section 1 -09.3 of the Standard Specifications. 4. Controlled Density Fill As agreed to by the City, controlled density fill (CDF) may be used as trench backfill, for storm drain, and /or joint utility trench crossings in select locations as agreed to by Project Site Representative and SCI's project superintendent. CDF will also be used to backfill under the new stairs at the Puerta Vallarta restaurant. Item 8720 "Controlled Density Fill" is created. The work will be paid for under a new unit bid item as CY. Payment for this item will be made in accordance with section 1 -09.3 of the Standard Specifications. Change Order No. 1 continued 2 of 4 5. Sidewalk Over Wall Footing Lowering of the footings for cast -in -place walls and constructing the sidewalk on top of the wall footing was accepted and approved to execute. The work includes lowering the wall footing 4- inches so the sidewalk will cover the footing concrete. Walls L -2, L -3, and L -5 are affected. The quantity for Item 6070 "Conc. Class 4000 for Retaining Wall" is increased to 218 CY. The quantity for Item 8400 "Cement Conc. Sidewalk" is increase to 2,783 SY. The quantity for item 2270 "Structure Excavation Class A Incl Haul" is increased to 690 CY. Additional vertical rebar in the retaining wall is required. The quantity for item 6060 "St. Reinf. Bar for Retaining Wall" is increased to 19,168 POUND. The additional rebar will be placed under a new bid item. Item 8730 "Wet Set Reinforcing Bar' is created. The work will be paid for under unit bid as LS. Payment for this item will be made in accordance with section 1 -09.3 of the Standard Specifications. 6. Interconnect Move to West Side of 21St Ave The interconnect, originally designed to be placed on the east side of 21St Ave SW, was determined to be better placed on the west side of the street. The work includes trenching and backfill, procurement and installation of 2 inch PVC conduit. Item 8740 "Interconnect Trenching and Backfill" is created. The work will be paid for Force Account. Payment for this item will be made in accordance with section 1 -09.3 of the Standard Specifications. Item 8750 "2 IN PVC Conduit for Interconnect" is created. Payment for this item will be made in accordance with section 1 -09.3 of the Standard Specifications. Changes to the Bid Schedule — 21st Avenue SW at SW 336th Street Intersection Improvements 1. Add New Bid Item No. 8690 — (New Item) Restoration of City Owned Irrigation System. The new Bid Item Quantity for Bid Item No. 8690 is 1 FA. 2. Add New Bid Item No. 8700 — (New Item) Curb Covers. The new Bid Item Quantity for Bid Item No. 8700 is 1 LS. 3. Add New Bid Item No. 8710 — (New Item) Pavement Repair Excavation. The new estimated Bid Item Quantity for Bid Item No. 8710 is 230 CY. 4. Add New Bid Item No. 8720 — (New Item) Controlled Density Fill (CDF). The new estimated Bid Item Quantity for Bid Item No. 8720 is 80 CY. 5. The quantity for Item 8400 "Cement Conc. Sidewalk" is increased to 2,783 SY. 6. The quantity for Item 2270 "Structure Excavation Class A Incl Haul" is increased to 690 CY. 7. The quantity for Item 6060 "St. Reinf. Bar for Retaining Wall" is increased to 19,168 POUND. 8. Add New Bid Item No. 8730 — (New Item) Wet Set Reinforcing Bar. The new Bid Item Quantity for Bid Item No. 8730 is 1 LS. 9. Add New Bid Item No. 8740 — (New Item) Interconnect Trenching and Backfill. The new Bid Item Quantity for Bid Item No. 8740 is 1 FA. 10. Add New Bid Item No. 8750 — (New Item) 2 IN PVC Conduit for Interconnect. The new Bid Item Quantity for Bid Item No. 8750 is 1 FA. Change Order No. 1 continued Net Changes to the Bid Schedule — 21st Avenue SW at SW 336th Street Intersection Improvements 3 of 4 Bid Item Description Existing uanti Change uanti Unit Unit Cost Change Item Total 2270 Structure Excavation Class A Ind Haul 650 690 CY $18.00 $720.00 6060 St. Reinf. Bar for Retaining Wall 18878 19168 POUND 2.00 580.00 8400 Cement Conc. Sidewalk 2513 2783 SY 25.00 $6,750.00 8690 Restoration of City Owned Irrigation System 0 1 FA $21,506.00 $21,506.00 8700 Curb Covers 0 1 LS $11,462.00 $11,462.00 8710 Pavement Repair Excavation 0 230 CY $97.55 $22,436.50 8720 Controlled Density Fill 0 80 CY $69.93 $5,594.40 8730 Wet Set Reinforcing Bar 0 1 LS $1,116.47 $1,116.47 8740 Interconnect Trenching and Backfill 0 1 FA $12,000.00 $12,000.00 8750 2 IN PVC Conduit for Interconnect 0 1 FA $1,000-00 $1,000.00 Total this Change Order $83,165.37 The time provided for completion in the Contract is ® Unchanged ❑ Increased by 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. Change Order No. 1 continued 4 of 4 DEPARTMENT RECAP TO DATE: ORIGINAL CONTRACT AMOUNT $ 3,203,858.85 PREVIOUS CHANGE ORDERS $ 0 THIS CHANGE ORDER $ 83,165.37 NEW CONTRACT AMOUNT $ 3,287,024.22 'S SIGNATURE DA CARY M. ROE P.E., SIGNATURE DATE DIRECTOR OF PARKS PUBLIC WORKS AND EMERGENCY MANAGEMENT REQUEST FOR QUOTATION CH2MHILL QUOTATION NO: 001 TO: SCI Infrastructure, LLC DATE: 6/11/2013 FROM: George Chang PROJECT: 21St Ave SW at SW 336th Intersection Improvements KEYWORD DESCRIPTION: Irrigation System Modifications DATE QUOTATION REQUIRED: 6/18/13 The following modification to the contract has been identified. Pursuant to the General Conditions, please provide a quotation for the alteration as described in Item 1. The quotation should include an itemized breakdown of contractor and subcontractor costs, including labor, materials, rentals, approved services, overhead, and profit. This request shall not be considered authorization to proceed with the work herein described. 1. Scope of Work: (include list of attachments) Irrigation system modifications Removal 190 LF 1 %" to be removed (327 +40 to 329 +30 LT). Remove existing sprinklers at tree wells. 580 LF 1" to be removed (329 +30 to 335 +10 LT). Remove existing sprinklers at tree wells. 300 LF 1 %" to be removed (327 +00 to 330 +00 RT). Remove existing sprinklers at tree wells. New Irrigation 190 LF 1 %" new irrigation (327 +40 to 329 +30 LT). No new sprinklers in this run. 580 LF 1" new irrigation (329 +30 to 335 +10 LT). Install 12 new sprinklers at new tree wells. 305 LF 1 %4" new irrigation (327 +00 to 330 +00 RT). Install 2 new sprinklers at new tree wells. Attachments include: Existing Irrigation, Dwgs CH -1 thru CH -6, dated 25- Jun -1997 Remove Irrigation, Dwgs CS -2 and CS -5, with mark -ups, dated Feb 2013 New Irrigation, Dwgs PV -1 and PV -2, with mark -ups, dated Feb 2013. 2. Reason(s) for Modification: ® Owner ❑ Unforseen Conditions(site, weather, etc) ❑Other To re- establish the irrigation in the widened areas. 3. Approval of Request: Owner: John Mulkey, City of Federal Way Engineer: Craig Jackson Date: 6/11/13 Date: 6/11/13 REV 2/01 FORM 411 4. Total cost of modification (attach detailed breakdown) $ 5. Will a modification to the contract time be required? If so, trade(s) No. of personnel Duration 6. Attachment identification: (list) 7. Quotation is in effect until: (date) 8. Approval of Quotation Contractor ❑ Yes ❑No (calendar days) Date REV 2/01 FORM 411 ti LIJ Cis O cr C� CD CD t I I 0 E-- CD CD, <E (-D I I I CD L-Li cn --i LIJ Cis Ol CD CD O Cr C� CD C) + S CD r� CD, L-n (-D I I I -<c cn Ol CD CD O CD C) - Fl >< O LiJ + N CL Z: L.Li CL Cli i. z CD U� 3: C--) CD CD CD CD co rn CD CD CD C-) CNJ rl-) L.Li LLJ LLJ Cl- Cl- a- F— F-- CD Cr rr, Ln CD W CD CD CD to L.Li CD 9<� - 0 CD 1 w J J 0 0 CD CD CD CD co rn CD CD CD C-) CNJ rl-) L.Li LLJ LLJ Cl- Cl- a- F— F-- CD Cr rr, Ln CD W CD CD CD to L.Li CD 9<� - 0 w ME-1 , I [ 3: c Li 0 0 V- r + ) Q0 19 /9 RN -0-- CD � F-- -Ilk Lid d 6t C2 + -0 CD Lip m �' o N Z Ln t CD CD CD LLJ CL 0 0 CL 0 0 V- r + ) Q0 19 /9 RN -0-- CD � F-- -Ilk Lid d 6t C2 + -0 CD Lip m �' o N Z Ln t CD CD CD Cl- O 0 0 + CD + m Q0 a I � n I , CD CD :2n L-Li rr- �w LLJ CD �� C=) >< C/� n CD -r LLJ L-Li CD ww n >< CD CD CL LLJ C=) Cron I >:�F or wz Cl- 0 0 CD + m Q0 CD >< C-) LLJ L-Li n CD CD cr- :2n L-Li rr- Cl- 0 0 CD + m Q0 CD >< C-) LLJ i- , i � �- �/ I;�� I l —cc M ` n Do M f.' FR m INV 4LID j i I l —cc M ` n Do M f.' FR m INV J� O, 0 Q moo AMC U. U. III o I 60 A 0 z ' 6 2 p i 9 i e 1 119229 I bp it <LULUI ra 9 t ot3l H w rw' it - ff 2 R FU do z sggvz , z z z u a- RZ z r 9 r- 0 W s d 0 r-8HO < to; 2 U) DW 2 xu Sg LL 9L W 1p 0 LL 4 0 9 CA 'd 19 Z3 . 4 9 Ed °0 *coo 0000 a' d El lira J8, 3NITO oo+ 00 MS Id HllrZ 7= zoi H e da t. K All uj 9 13 a CO) j_g g M uj L 410 lo I I cf) b 0 01.1 6 1 11 1 6 b vs U. w -1 1 2 z pa cc , I, IF 6 1 MAn A'v ~:. IE oo +ttz U - — --,- -- -- — f- rc g W 3 00 601C 1 3 Ms end is z Q m L I m b LU U. .♦ , •J 7 r. � OZL :! '•o0 00 �! A d ��a ° 0 L M. pp cc ° � �y' ,p y Egg N -Z 2 mm WW �y� Z yW } 4 24 LL o 5 ~ _� ' W w0 z loll J W i � 7., ..t•I O W ---- a° O m • i., 1 � � i7 L a ° ku a� W � ° • t � • Aaz Lu o°o °0 000 °0° i W K $ ~ ? D W Z � L �m W 7 �WWJ 1� y ! m U W m z'c F � o 131 a �Z�JlM2ia oz w COQp� W X00 W Z m <UGI ww J o rc rc m N 7 elm is 4 st R /�Iri ._ _ •d +,� yW O FIELD ORDER CH2MHILL TO CONTRACTOR: SCI Infrastructure, LLC FIELD ORDER NO PROJECT: 21St Ave SW at SW 336 " Intersection Imprvmnts PROJECT NO: OWNER: City of Federal Way ENGINEER: Matt Johnson The following minor changes in the work have been ordered and authorized: 04 AG #13 -102 Restoration of the City owned irrigation system will be paid for under a new force account item. Item 8690 "Restoration of City Owned Irrigation System" is created. Payment for this item will be made in accordance with section 1 -09.6 of the Standard Specifications. Reason for Field Order: This field order establishes the method of payment for restoration of City owned irrigation systems. Reference Drawing sheets and section(s) or detail(s): No change to drawings. The intent of this Field Order is to authorize minor variations to the Contract Documents not involving a change in Contract Price or Contract Times and which are compatible with the design concept of the completed Project. This Field Order is binding upon OWNER and also on CONTRACTOR who will perform the work promptly. If OWNER or CONTRACTOR believes an adjustment to the Contract Price or Contract Times is necessary, the party may make a claim therefore in accordance with the General Conditions. Issued by Engineer: By: Matt Johnson, PE/CH2M HILL Authorized Representative Date: 10 -16 -2013 Copy: 1. Owner 2. Field File Contractor Receipt Acknowledgement: By: Title: Date: B-4 REV 10/95 FORM 275 10/08/2013 George Chang CH2M Hill PO Box 91500 Bellevue, WA 98009 Re: Pricing revision for RFQ001 Job 1310 -: 21st Ave SW at SW 336th Street, Federal Way Serial Letter 25 Dear George: SCI Infrastructure LLC, has reviewed the scope outlined in RFQ 001 and the revisions emailed on 10 -4 -2013. Attached you will find a lump sum breakdown for work associated with excavating, installing, backfilling 4" Irrigation sleeves at driveway crossings, exporting of displaced soil, and the installation of the irrigation system. The price includes connection to the existing system at the nearest tree pit. The price does not include trouble shooting potential issues or work associated with modifying the existing controller or meter. The price excludes maintenance, and all warranty items work associated with the system. All work associated with system modifications for proper function outside of the project limits will be tracked under bid item 8180 and paid accordingly. The total cost to install the irrigation system per RFQ 001 is $21,506.00. If this price is acceptable please issue SCI a change order in the amount of $21,506.00 so we may proceed with the work If you have questions or need additional information please contact our office at 206 - 242 -0633 Sincerely, SCI INFRASS/TRUCTURE, LLC Tyson Lashbrook Project Manager cc: 1508 Valentine Avenue Southeast, Pacific, WA 98047 Phone: 253 - 218 -0444, Fax: 253 - 218 -0454 SCIInfrastructure, LLC Lump Sum Pricing for Irrigation Install Item Total Cost 5 Irrigation Total Lump Sum Price The price shown includes all work outside of original contract scope. LS Summary: Install 225 LF of irrigation sleeving through Driveways. Trench for Irrigation Placement Export excess soil. Estimate 225x.32x..32x3.14/27 of displacement for materials Price Includes Subcontractor for irrigation install lA Labor: Rate /MH No. Hours / Day Days Subtotal: Operator 60.50 2 8.00 2.50 2,420.00 Pipelayer 49.42 1 8.00 2.50 988.40 Foreman 63.34 1 4.00 2.50 633.40 Laborer 48.54 1 8.00 2.50 970.80 Teamster 54.75 1 2.00 1.00 109.50 Subtotal Labor: 4,041.80 Markup 29% 1,172.12 1 B Equipment: Rate /Hr No. Hours / Day Days Subtotal: Komatsu PC 138 80.40 1 8.00 2.50 1,608.00 Foreman Pickup#335 -120 20.00 1 4.00 2.50 200.00 One Ton Fiat Bed 28.73 1 8.00 2.50 574.60 Truck and Trailer 94.84 1 2.00 1.00 189.68 Yanmar Compactor 24.62 1 8.00 2.50 492.40 Subtotal Equipment: 2,572.28 Markup 29% 540.18 1C Subcontractors Quantity UM Cost /Unit Days Subtotal: Terra Dynamics 1.00 LS 12,025.00 1.00 12,025.00 Subtotal Subcontractors 12,025.00 Markuup 12% 144.30 1 D Materials Quantity UM Cost /Unit Subtotal: Dump Fees 5 CY $ 8.00 1.00 40.00 Pipe Materials 1 LS 795.00 1.00 795.00 Subtotal Materials: 835.00 Markup 21% 175.35 Subtotal Items lA -1D 21,506.03 Ub /14/2013 U9: 01J 111AA a Toad Wood 10 001 /001 TERRA DYNAMICS,.. PO Box 2479 • Auburn.WA 98071 253 -880 -3100 - Fax: 253 - 880 -3109 D/WBE: D2F2402897 PRICING FOR: 21st Ave SW at SW 336th RFQ 001 OWNER: City of Federal Way BID DATE: 7 -29 -2013 EXCLUSIONS Standard Exclusions already included In Subcontract plus the following scope specific exclusions. Existing Irrigation System Removal New Sleeving Survey /Layout All associated 'restoration' including private system repair. This work to be directed by Engineer and accomplished via FA, BI 8180 21ST AVE SW at 336TH RFQ 001 Pricing to install NEW irrigation components as outlined in 6/18/13 RFQ description and drawings PV -1 and PV -2 LUMP SUM PRICE: $12,025 Note: No specific details were included for the tree pit sprinklers. Two low volume pop-up heads were included to each pit. Locations will need to be coordinated with 'festival lighting' N included in pits. Thank you, and please let us know of the City's decision and direction as soon as known. Todd M. Wood Project Mgr. PS Bid #: JGA302839 Job Name: QUICK PVC PIPE QUOTE Location: Customer: SCI INFRASTRUCTURE LLC Engineer: Bid date: 10/08/13 @ 1:00PM Seq# Qty Description SCH 40 PVC PIPE & CEMENT 20 240 4X20' PVC SCH40 PIPE SWB BE SOLVENT WELD BELL 30 1 CEMENT- 725 AQUA - QUART WET OR DRY PVC CEMENT 50 1 DELIVERY CHARGE Bid Totals Salesman: JEFF ANDERSON Branch: HDSUPPLY PUYALLUP Phone: (253) 840 -8558 Fax: (253) 840 -1141 Units Price Ext. Price FT 2.18 523.20 EA 21.82 21.82 EA 250.00 250.00 END PACKAGE 795.02 Sub Total $795.02 Bid Total $795.02 Date Printed: 10/08/13 - Page No. 3 10/03/2013 George Chang CH2M Hill PO Box 91500 Bellevue, WA 98009 Re: Pricing for Curb Cover Job 1310 -: 21st Ave SW at SW 336th Street, Federal Way Serial Letter 23 Dear George: As requested in the weekly meeting on 10 -20 -2013 SCI Infrastructure LLC, is submitting pricing for work associated with installing curb covers over two sanitary sewer manholes, and one century link casting that fall within the curb line. Attached you will find a lump sum breakdown for work associated with setting the frames to grade, adjusting the existing structure, and pouring a curb and gutter with slab around the casting. The total lump sum price to install the curb covers is $11,192.00 If you agree to the attached pricing please issue SCI a change order so we can proceed with installing the covers If you have questions or need additional information please contact our office at 206 - 242 -0633 Sincerely, SCI INFRASTR TURF, LLC Tyson Lashbrook Project Manager cc: 1508 Valentine Avenue Southeast, Pacific, WA 98047 Phone: 253 - 218 -0444, Fax: 253 - 218 -0454 Lump Sum Pricing for Curb Cover and Fram Item Total Cost 5 Curb Cover and Frame Total Lump Sum Price The price shown includes all work outside of original contract scope. LS Summary: Install three curb covers. Provide Modified Curb and Gutter with slab around casting I Labor: Rate /MH No. Hours / Day Days Subtotal: Carpenter 58.44 2 8.00 1.15 1,075.30 Foreman 63.34 1 4.00 1.00 253.36 Subtotal Labor: Markup 29% 1B Equipment: Rate /Hr No. Hours / Day Days Subtotal: Foreman Pickup #335 -120 20.00 1 4.00 1.00 80.00 Subtotal Equipment: Markup 29% 1 C Subcontractors Quantity UM Cost /Unit Days Subtotal: Wilson Concrete 1.00 LS 2,500.00 1.00 2,500.00 Subtotal Subcontractors Markuup 12% 1 D Materials Quantity UM Cost /Unit Subtotal: Old Castle Curb Covers 3 EA S 1,750.00 1.00 5,250.00 Subtotal Materials: Tax On Materials 9.5% Markup 21% Subtotal Items 1 A -1 D 1,328.66 385.31 80.00 16.80 2,500.00 30.00 5,250.00 498.75 1,102.50 11,192.02 Summary: Install three curb covers. Provide Modified Curb and Gutter with slab around casting I Labor: Rate /MH No. Hours / Day Days Subtotal: Carpenter 58.44 2 8.00 1.15 1,075.30 Foreman 63.34 1 4.00 1.00 253.36 Subtotal Labor: Markup 29% 1B Equipment: Foreman Pickup #335 -120 1 C Subcontractors Wilson Concrete 1 D Materials Old Castle Curb Covers Rate /Hr No. Hours / Day Days Subtotal: 20.00 1 4.00 1.00 80.00 Subtotal Equipment: Markup 2;% Quantity UM Cost /Unit Days Subtotal: 1.00 LS 2,500.00 1.00 2,500.00 Quantity UM Cost /Unit 3 EA S 1,750.00 Oldcastle Quotes on Material Costs $1,552 per Each for Std Diamond Plate $1,944 per Each for Non -Skid Plate Subtotal Subcontractors Markuup 12% Subtotal: 1.00 5,250.00 Subtotal Materials: Tax On Materials 9.5% Markup 21% Subtotal Items lA -1D $3,821 per Each IVA74 1,318.66 385.31 80.00 16.80 2,500.00 30.00 300.00 5,150.00 498.75 1,102.50 11,192.01 $11,462.02 CH2M HILL 1100 1121" Ave NE Ste. 500 Bellevue, WA 98004 Tel 425.453.5000 October 3, 2013 AG 13 -102 Tyson Lashbrook 2825 S 154th Street Seattle, WA 98188 Subject: AG 13 -102 211t Ave SW @ SW 336th St Pavement Repair Excavation Costs Tyson: The City has determined that the price proposed by SCI for the pavement repair excavation is acceptable. The City will compensate SCI at the unit price of $97.55 per cubic yard. The unit Contract price per cubic yard for Pavement Repair Excavation shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3(5)E including haul and disposal with the exception, however, that all costs involved in the placement of HMA shall be included in the unit Contract price per ton for "HMA for Pavement Repair Cl. Y2" PG 64 -22 ", per ton. SCI is authorized to complete this work at the agreed to unit price. Sincerely, CH2M H Matthew John�bn, PE /CH2M HILL Project Manager \\ SIMBA\ Proj\ FederalWayWaCityOf \473694CMServices \02_G ENERAL _CM_SUPPORT\PavementRepairCosts _100313.docx c: Copies COPYRIGHT [INSERT DATE SET BY SYSTEM] BY [CH2M HILL ENTITY] • COMPANY CONFIDENTIAL 09/10/2013 George Chang CH2M Hill PO Box 91500 Bellevue, WA 98009 Re: CDF Backfill Job 1310 -: 21st Ave SW at SW 336th Street, Federal Way Serial Letter 19 Dear George: SCI Infrastructure LLC, is submitting pricing associated with CDF Trench Backfill for work associated with road crossings. As previously discussed in emails and weekly meetings SCI has agreed to charge the invoice price plus contract allowed markup for a cubic yard unit price change order. The direct price for CDF purchase from Corliss Resources is $57.80. With the contract allowed markup of 21 % SCI requests a unit price change order for $69.93 per every placed cubic yard of CDF. Please issue SCI a Unit Price Change Order for CDF Placement. Once SCI has received the change order SCI will supply the city a copy of all materials delivered to the project. If you have questions of need additional information please contact our office at 206 - 242 -0633 Sincerely, SCI IN URE, LLC Tyson Lashbrook Project Manager cc: 1508 Valentine Avenue Southeast, Pacific, WA 98047 Phone: 253- 218 -0444, Fax: 253 - 218 -0454 CORL /SS RESOURCES INVOICE Quality Concrete ' Washed Sand & Gravel ' Crushed Rock Great Service Since 1945" PO Sox 487 • Sumner, WA 98390 Phone: 253- 828.8010 10081 06/24/2013 375303 1 Fax: 2538288011 SCI INFRASTRUCTURE LLC 2825 SOUTH 154TH STREET SEATAC, WA 98188 RECD J U L - 9 2013 TERMS: DUE 10TH OF MONTH FOLLOWING DATE OF PURCHASE. FINANCE CHARGE OF 1.833% PER MONTH (22% PER ANNUM) WILL BE CHARGED ON ALL PAST DUE ACCOUNTS. 001000 PICK UP 06/24/13 25.50 CY WS DOT CDF FOR DUMP TRUC 57.800 0.00 TICKET DATE TOTALS: 0.00 TICKETS: 001 - 186042 001 - 186052 001 - 186054 JOB TOTALS 1473.90 0.00 lkh H # 4-431 oWlrb %Ap # pW lift GLWOUNT 1473.90 1473.90 1473.90 1st we will no IorgW send additional ticket copies with our invoices. Please keep Copies left at time of delivery or pick up. 1473.90 AMOUNT DUE Mirly, Angie /SEA From: Tyson Lashbrook [tyson @sciinfrastructure.com] Sent: Monday, July 29, 2013 7:52 AM To: Johnson, Matthew /SEA Subject: Re: Lowering of wall costs Matt I looked at all wall locations. Than the job as a whole using the areas in front of walls. I come up with close to proposal quantity. Can you run the job as a whole and confirm? Sent from my iPhone On Jul 29, 2013, at 7:49 AM, "Matthew.Johnson @CH2M.com" <Matthew.Johnson @CH2M.com> wrote: Tyson we're coming up with about 65 SY of sidewalk in front of the walls at B of A (-96 ft x 6 ft). Just want to make sure we are all looking at the same thing. Are you looking at both L -2A and L -213? Matt Johnson, PE Project Manager CH2M HILL 425 - 233 -3357 (Direct) 425 - 280 -5177 (Cell) From: Marwan Salloum ( mailto: Marwan .SalloumOcityoffederalway.com] Sent: Wednesday, July 24, 2013 3:48 PM To: 'Tyson Lashbrook'; Chang, George /SEA Cc: John Mulkey; Christine Mullen Subject: RE: Lowering of wall costs Thank you Tyson. If your calculation is correct we can approved your proposal to lower the wall and construct the sidewalk on top of the wall footing. From: Tyson Lashbrook [ mailto :tyson@sciinfrastructure.com] Sent: Wednesday, July 24, 2013 3:14 PM To: george.chang @CH2M.com; Marwan Salloum Subject: Lowering of wall costs George, Marwan We talked about lowering the walls 4" so the sidewalk will cover the footing concrete. I have completed my takeoff in regards to the unit overruns. From my takeoff the plans show approx 2491 SY's of sidewalk. The proposal quantity has 2513. My takeoff for the area directly in front of the wall is 25 SY's. By lowering the wall and covering the footing slab with sidewalk the units will overrun 3 sy's @$25.00. The Excavation for the walls totals 5.71 Cubic Yards @18.00 by lowering 1'. Given this information I do not see the proposal of lowering the wall a large cost impact to the contract. If this is acceptable please acknowledge this email. <image001.jpg> Tyson Lashbrook, Project Manager SCI Infrastructure,LLC 2825 South 154th Street Seattle Wa 98188 206 - 730 -1227 Cell 206 -242 -0633 206 - 242 -0792 Fax Contractor License SCIINL *993JA 09/10/2013 George Chang CH2M Hill PO Box 91500 Bellevue, WA 98009 Re: Added Vertical Rebar at Retaining Walls Job 1310 -: 21st Ave SW at SW 336th Street, Federal Way Serial Letter 21 Dear George: SCI Infrastructure LLC, is installing additional vertical rebar in the retaining walls per the direction of the CH2MHi11 field staff. Attached you will a lump sum breakdown for work associated with purchasing rebar, installing rebar on concrete pour days, additional time to tie the contract reflected curtain to the vertical rebar. The total cost for added rebar is $2,535.00. Please issue SCI a change order in the amount of $2,535.00 so we may include it in our monthly billing. If you have questions or need additional information please contact our office at 206 - 242 -0633. Sincerely, SCI INFRAST TURE, LLC Tyson Lashbrook Project Manager cc: 1508 Valentine Avenue Southeast, Pacific, WA 98047 Phone: 253 - 218 -0444, Fax: 253- 218 -0454 SCIInfrastructure, LLC M t y P I Lump Sum Pricing for Rebar Install Item Total Cost 5 Added Rebar Total Lump Sum Price The price shown includes all work outside of original contract scope. LS ., �. x ",r ., ,1§ �, � .,. ,x„ f• l 1i' /�rj�'�,',rJ, r,`�i��,,''` r, ./''!`,'ir���"j, `j'x`�.�`l, /� �!!r``f / /`'f � `` f% f � r � �' { : G�/ '`'� `'` %i f 1. %;`�9'j 1�f' ±1 �.,�+" 'F Summary: Install # 4 Vertical Rebar in Retaining wall Footing 1 A Labor: Carpenter Foreman 1 B Equipment: Foreman Pickup #335 -120 IC Subcontractors 1 D Materials Addison Supply Rebar Rate /MH No. Hours / Day Days Subtotal: 58.44 2 6.00 1.00 701.28 63.34 1 2.00 1.00 126.68 Subtotal Labor: Markup 29% Rate /Hr No. Hours/ Day Days Subtotal: 20.00 1 2.00 1.00 40.00 Subtotal Equipment: Markup 29% Quantity UM Cost /Unit Days Subtotal: 1.00 - Quantity UM Cost /Unit 1 LS $ 1,173.00 Subtotal Subcontractors Markuup 12% Subtotal: 1.00 1,173.00 Subtotal Materials: Markup 21% Subtotal items lA -1D 827.96 240.11 40.00 8.40 1,173.00 246.33 2,535.80 Addison Construction Supply P.O. Box 9066 Tacoma, WA 98490 (253) 474 -0711 Bill To: SCI INFRASTRUCTURE, LLC 2825 SOUTH 154TH ST SEATTLE, WA 98188 Sales Order and Bill of Lading Customer No.: 4341 Order No.: 131399 Ship To: SCI INFRASTRUCTURE, LLC 2825 SOUTH 154TH ST SEATTLE, WA 98188 Date Ship Via F.O.B. Terms 09/03/13 Origin Net 10th Purchase Order Number Delivered Date Sales Person Our Order Number nneeis Delivered Date [of I'm Vul Val is UHN 131399 Quantity ty Item Number Description Unit Price Amount [Required : -Shipped ; B.O. i tu4 K4 REBAR #4 60 GRADE 0.6000 1022.40 .668LBS. /FT. #13MM 300 @7 -8 251 R4 REBAR #4 60 GRADE 0.6000 150.60 .668LBS. /FT #13MM 60 @4 -0 Order subtotal 1173.00 Order total 1173.00 ALL RETURNS ARE SUBJECT TO A 15% RESTOCKING FEE w ' r C) C?'V CO3 Received By: Date: Thank You RETURN TO: '� EXT: CITY OF FEDERAL WAY LAW DEPARTMEN i RO 1. ORIGINATING DEPT /DIV: PUBLIC WORKS / 51�r e-dr 2. ORIGINATING STAFF PERSON: - S PLi, (R4, 4&7 EXT: 2? Z> 3. DATE REQ. BY: 4�// / 3 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 ( G #): 2 ❑ INTERLOCAL 6 OTHER '51 cc W 41/ "vlr. -s-Z 5. PROJECT NAME: Z/ 'I f h we SA l ^ f ,S W -37 `' $ 6 Z - k,, G -14- /y c.f� 6. NAME OF CONTRACTOR: S C l r• �i►. S / vcftre (.l, G ADDRESS: �- g L S i /S�� /M S�na�.r �tn G d�u"'4 9�/ TELEPHONE: LD� -Z t'?-GW 33 �� E -MAIL: FAX: SIGNATURE NAME: Ma- N <r�pn O TITLE: A4, 7. EXHIBITS AND ATTACHMENTS: ❑ SCOPE, WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS /CERTIFICATE OJ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ❑ PRIOR CONTRACT /AMENDMENTS CFW LICENSE # BL, EXP. 12/31/ UBI # , EXP. H. TERM: COMMENCEMENT DATE: 513 I r'? COMPLETION DATE: 9. p ���a1t. nfi5 TOTAL COMPENSATION: $ S e� Cpliw» t T Fa Lv�� pw aGGD ✓rv% (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY LABOR CHARGE - ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES 5rNO IF YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ❑ NO IF YES, $ ❑ PURCHASING: PLEASE CHARGE TO: 10. DOCUMENT/ CONTRACT REVIEW MrPROJECT MANAGER ❑ DIVISION MANAGER it DEPUTY DIRECTOR it DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) ;e LAW DEPT 11. COUNCIL APPROVAL (IF APPLICABLE) INITIAL / DATE REVIEWED > c r <3 COMMITTEE APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING • SENT TO VENDOR/CONTRACTOR DATE SENT: III • ATTACH: SIGNATURE AUTHORITY, INSURANCE CERTIFICATE, LICENSES, EXHIBITS INITIAL/ DATE, SIGNED ❑ LAW DEPT JI SIGNATORY ( OR • CITY CLERK • ASSIGNED AG # AG# • SIGNED COPY RETURNED DATE SENT: ❑ RETURN ONE ORIGINAL COMMENTS: EXECUTE "'3 ORIGINALS ��u Z L L � eP.W� P•v� _ G,f�► S�`yNs lsr. PAID BY' ❑ CONTRACTOR ❑ CITY INITIAL / DATE APPROVED COUNCIL APPROVAL DATE: DATE REC'D: -_� V 11/9 � Escrow Agreement Escrow Account Number:7 0 0 0 7�3Z �6 Agency: City of Federal Way Contract: 21S` Ave SW at SW 336�' Street Intersection Improvements Project Number: 13-103 To: Columbia State Bank Address: 1301 A Street M5:6115, P.O. Box 2156, Tacoma, WA 98401 Attention: David Stiffler The undersigned, SCI Infrastructure. LLC hereinafter referred to as the Contractor, has directed the Ci of Federal Wav, hereinafter referred to as the Agency, to deliver to you its warrants or checks which shall be payable to you for the Contractor. Such warrants or checks are to be held and disposed of by you in accordance with the following instructions and upon the terms and conditions hereinafter set forth. 1. The Agency shall deliver to you from time to time checks or warrants payable to you for the Contractor. You are hereby authorized by the Contractor to endorse any such check or warrant so that you may receive the proceeds thereof and invest the same. The power of endorsement hereby granted to you by the Contractor shall be deemed a power coupled with an interest and shall be irrevocable during the term of this escrow. Although you may be a payee named in such warrants or checks as shall be delivered to you, your duties and responsibilities with respect to the same shall be only those duties and responsibilities which a depository bank would have pursuant to Article 4 of the Uniform Commercial Code of the State of Washington for an item deposited with it for collection as of the date such check or warrant shall be delivered to you. The proceeds from collections shall be used by you to purchase, as directed by the Contractor, bonds or other securities chosen by the Contractor and approved by you, and the Agency. For the purpose of each such purchase, you may follow the last written direction received by you from the Contractor, provided such direction otherwise conforms with the restrictions on investments recited herein. Attached is a list of such bonds, or other securities approved by the Agency. No further approval is necessary if any of these bonds or securities are selected by the Contractor, subject to express written approval of you and the Agency. Purchase of such bonds or other securities shall be in a form which shall allow you alone to reconvert such bonds or other securities into money if you are required to do so by the Agency as provided in paragraph 4 of this Escrow Agreement. The investments selected by the Contractor, approved by the Agency and purchased by you must mature on or prior to the date set for the completion of the contract, including extensions thereof or thirty days following the final acceptance of said improvement or work. 2. When and as interest on the securities held by you pursuant to this ageement accrues and is paid, you shall collect such interest and forward it to the Contractor at its address designated below unless with your written consent you are otherwise directed in writing by the Contractor. 3. You are not authorized to deliver to the Contractor all or any part of the securities held by you pursuant to this agreement (or any monies derived from the sale of such securities, or the negotiation of the Agency s warrants or checks) except in accordance with written instructions from the Agency. The Agency shall inform you and keep you informed in writing of the name of the person or persons with authority to give you such written instructions. Compliance with such instructions shall relieve you of any further liability related thereto. The estimated completion date on the contract underlying this Escrow Agreement is November, 2013. Upon request by you, the Agency shall advise you in writing of any change in the estimated completion date. If the estimated completion date is changed you are authorized to reinvest the monies held hereunder in accordance with the new estimated completion date. 4. In the event the Agency orders you to do so in writing, and not withstanding any other provisions of this agreement, you shall, within thirty-five (35) days of receipt of such order, reconvert into money the securities held by you pursuant to this agreement and return such money together with any other monies, including accrued interest on such securities, held by you hereunder, to the Agency. 5. The Contractor agrees to pay you as compensation for your services hereunder as follows: Payment of all fees shall be the sole responsibility of the Contractor and shall not be deducted from any property placed with you pursuant to this agreement until and unless the Agency directs the release to the Contractor of the securities and monies held hereunder whereupon you shall be granted a first lien upon such property released and shall be entitled to reimburse yourself from such property for the entire amount of your fees and any unanticipated amounts which might be owing as provided for herein. In the event that you are made a party to any litigation with respect to the property held by you hereunder, or in the event that the conditions of this escrow are not promptly fulfilled or that you are required to render any services not provided for in these instructions, or that there is any assignment of the interests of this escrow or any modification hereof, you shall be entitled to reasonable compensation for such extraordinary services from the Contractor and reimbursement from the Contractor for all costs and expenses, including attorney fees occasioned by such default, delay, controversy or litigation. 6. Should you at any time and for any reason desire to be relieved of your obligations as escrow holder hereunder, you shall give written notice to the Agency and Contractor. The Agency and Contractor sha11, within 20 days of the receipt of such notice, jointly appoint a successor escrow holder and instruct you to deliver all securities and funds held hereunder to said successor. If you are not notified of the appointment of the successor escrow holder within 20 days, you may return the subject matter hereof to the Agency and upon so doing, it absolves you from all further charges and obligations in connection with this escrow. 7. This agreement shall not be binding until executed by you, the Contractor, and accepted by the Agency. 8. This instrument contains the entire agreement between you, the Contractor and the Agency with respect to this escrow and you are not a party to nor bound by any instrument or agreement other than this; you shall not be required to take notice of any default or any other matter, nor be bound by nor required to give notice or demand, nor required to take any action whatever except as herein expressly provided; you shall not be liable for any loss or damage not caused by your own negligence or willful misconduct. 9.The foregoing provisions shall be binding upon the assigns, successors, personal representatives and heirs of the parties hereto. The undersigned have read and hereby approve the instructions as given above �overning the administration of this escrow and do hereby execute this agreement this 2 5� day of .> ✓ Ke , �Q�. ' ��---• C o/v/ri � i t�c.. ��` � %�.c Yi � Authorized Signature Bank or Trust Company SCI Infrastructure, LLC 70 U O 7�� Z� D Contractor � Manager Title 2825 S 154�' Street Address SeaTac, WA 98188 City, State, Zip Code 7� �Escrow ccount Number Authorized Signature �,�v��7 e, S r/F���� Contact Nam� z�3 - 3�s --�90 Contact Phone Number � The above escrow agreement received and accepted by Bank or Trust Company, this Z� � day of v n -c , ��'�3 . , c��� Authorized Signature C.�,fiu aE �dr�r�c�Q �� Agency 3 3 3 Zs g'�' /ty� So u,�, Address �� � , w � 9�vo� City, State, Zip ode The above escrow agreement received and accepted by Agency, this �U�1Q , D� 13 t3� � day of . � y � List of Type of Bonds or Securities that are Approved l. Bills, certificates, notes or bonds of the United States. 2. Other obligations of the United States or its agencies. 3. Obligations of any corporation wholly-owned by the government of the United Sta.tes. 4. Indebtedness of the Federal National Mortgage Association. 5. Time deposits in Commercial Banks, Mutual Savings Banks or Savings and Loan Associations. 6. Interest Bearing Accounts When an election is made to deposit amounts reserved in an interest bearing account in a bank, mutual savings bank, or savings and loan association, the contractor is to select an institution. Any bank selected must be a qualified public depository under RCW 39.58.010. Deposits in an interest bearing account are to be in the name of the City and are not to be allowed to be withdrawn without the City's written authorization. The amounts deposited are not to be subject to withdrawal until after final acceptance of said improvement or work as completed, or until agreed to by both parties. Interest earned on deposits is to be paid to the contractor as said interest becomes payable under the terms of the deposit. The account is to be appropriately noted by the bank, savings bank, or savings and loan association to enable that institution to report interest payments made to the contractor to the Internal Revenue Service in the proper format. In no event shall the City approve investments in stock of any company, association or corporation. In all cases, the investments selected must mature on or prior to the date set for completion of the contract, including extensions thereof. July l, 2013 John Mulkey City of Federal Way-Public Wks Dept 33325 8th Ave S Federal Way, WA 98063-9718 Re: Escrow Authorization Job 1310-: 21st Ave SW at SW 336th Street, Federal Way Serial Letter 14 Dear John: Please accept this letter as authorization for the City to execute the escrow agreement and date said agreement on June 25, 2013. The date was inadvertently left off the form. You are authorized to fill in the date on the form to read, June 25, 2013. If you have any questions, I can be reached at 206-242-0633. Sincerely, SCI INFRASTRUCTURE, LLC ' ,�y,��: _. Mark Scoccolo Manager 2825 South 154th Street, Seattle, WA 98188 Office 206-242-0633 / Toll Free 800-255-0633 Fax 206-242-0792 www.sciinfrastrutture.com Contractor License# SCIINL*993JA ,�Is�v�fsl�d �/ �xv�e�olbr� oI wasn;.�qhxr RETURN TO: f�'� r�� EXT: �� r� � CITY �F FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. �RIGINATIIYG DEPT/DIV: PUBLIC WORKS / ��� 2. ORIGINATING STAFF PERSOI�i: � v�i,� ►"�r % EXT: �� �°� 3. DATE REQ. BY: /'/ �!'/ TYPE OF DOCUMENT (CHECK ONE): t� CONTRACTOR SELECTION DOCUMENT (E.G., RFB, RFP, RFQ) ❑ PUBLIC WORKS CONTRACT �7 SMALL OR LIMITED PUBL[C WORKS CONIRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE ACrREEN[ENT ❑ HUMAN SERVICES / CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUME�IT (E.G. BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION ❑ CONTRACT AMENDN[ENT (AG#):—�� ❑ INTERLOCAL ❑ O'['HER ILF � � 5 L V 7 PROJECT NAME: Z ��= f�✓G �i Ll//G SW -�'�d � h dts� `�`'t p'v `"G NAME OF CONTRACTOR: �`�� � 1 i l. '� l,i.�L� � ADDRESS: ST TELEPHONE: � ' C� E-Matz,: Fax: SIGNATURE NAME' � ,U �.PiU � TtTLE: EXH[BITS AND ATTACHMENTS: �SCOPE, WORK OR SERVICES�COMPENSATION �INSURANCE REQUIREMENTS/CERTIFICATE �ALL OTHER REFERENCED EXHIB[TS � PROOF OF AUTHORITY TO S[GI�I ❑ REQUI D LICENSES ❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE #�41�� 1 ua51 �- n 1 sL, EXP. 12/3l /� UBI #�ODo�_ G'��' � 5� , EXP. �/�3 l�t f TERM: COMMENCEMENT DATE: COMPLETZON DATE: "�'I 1%� 4' �'�Y�� lY'I�" 1 S TOTAL COMPENSATION: $ � ��� � 0�� p��� (INCLUDE EXPENSES AND SALES TAX, IF ANY) (IF CALCULATED ON HOURLY tiABOR CHARGE - ATTACF-1 SCHEDULES OF EMPLOYEES i'ITLES AND HOLIDAY RATES) REIMBURSABLE EXPENSE: ❑ YES ❑ NO [F YES, MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑ YES ❑ NO [F YES, � PAID BY: ❑ CONTRACTOR ❑ CITY ❑ PURCHASING: PLEASECHARGETO: �lr "�'D f I Ci�`'�r���" 10. DOCUMENT / CONTRACT REVIE�Y �PROJECT MANAGER ❑ DIVISION MANAGER t� DEPUTY DIRECTOR ❑ DIRECTOR � Law DE�r 11. COUNC[L APPROVAL (IF APPLICABLE) INITtAL / DATE REVIE 'D s�� 3 l3 �_��„ �— - i� INITIAL / DATE APPROVED . �� I ry '���� CON[MTTTEE APPROVAL DATE: / l� COUNCIL APPROVAL DATE:_� ' 12. COIYT CT SIGtYATURE ROUTING � ayn � SENT TO VENDOR/CONTRACTOR DATE SENT: ` .� DATE REC'D: ���(/ AT7ACH: SIGNATURE AUTHORITY, INSiJRANCE CERTIF[CATE, LICENSES, XHIBITS LAw DEr�r J�2��U� S�IGNATORY (MAYOR OR DIRECTOR) CITY CLERK 5I3I�O�� ASSIGNED AG # SIGNED COPY RETtfRNED � RETURN�''ORIGINAL �� � COMMENTS: EXECUTE " " ORIGINALS INITIAL / DATE StGNED �� ��2 • �3 .3•1 a�# 3 _ DATE SENT: ,�,•c3 • �o,�_ QR IG I NAL C�NTRACT 1 ' +���y �T`:�e . � e� '� '` `�,r ��. # m {'' .. F 4�`", , . � „!� 't t `"� � � "� � ii" �<�'�" �'�, ; ' � *Rii h �� �°#� � . ��� �.�n � �' �r':t � h, .� �; � .n �*�;�Sy �.y,��'�..r +p?^°'^, � s,��tx�,�*'� #� -+� i���. r . � ,� � > `r k ��, ��. � "'? i'.. ° - h. � ��-0�' :. '`�' ..t�+'#� :i"r.�.,# +�ti - �s �1.���. � ax Jn' � i � � ., . � � .. '� - y 7�= � � '^°; . � � � ry:. r � �- �,�, �r .. , . . . -` ., ,. , > �. � BID �/!lD CO/VTRACT QQCIlME1 N'1'�' -� � AND �� SPECII�ICATIONS � ( � , .� i� I� � �. I1 FOR 21st Avenue SW at SW 336t" Street Intersection Improvements � RFB # 13-103 City of Federa/ Way Pub/ic Works Department 33325 Eighth Avenue South Federa/ Way, WA 98003-6325 13 � ' 21St Avenue SW at SW 336t" Street Intersection Improvements Project RFB 13-103 Addendum No. 4 March 21, 2013 � ATTENTION: Ali Bidders and Planholders You are hereby notified that in Addendum No. 4, the Bid and Contract Documents are amended as follows: � A. ' � B. ' , C. ' BID FORM RepIace Attachment "B" Bid Form (pages 23 to 24) with the attached revised Bid Form. The bid from was revised to allow room for an additional addendum: SPECIAL PROVISIOINS Delete paragaph 6 from Section 8-20.1 in its entirety. Pan-tilt zoom tra�c surveillance cameras will not be used. BID OPENING The bid opening date has not changed. All bidders are required to acknowledge receipt of this addendum on page 24 of the Bid Form. Failwe to do so may cause rejection of the bid. I' iCI�'� OF F�ERAL WAY � Jo . Mulkey P.E. Street Systems Project Engineer ' I ' I ' I ' ( � � � • ' ' ' ' Bidder: ' ' ' ' ' Attachment B BID FORM CITI( OF FEDERAL WAY ADDENDUM No. 4 21� Avenue SW at SW 336"' Street Intersection Improvements BID FORM Date: ITEM BID AMOUNT A Schedule A $ B Schedule B C Schedule C $ D Schedute D $ TOTAL BID AMOUNT (A+B+C+D) $ (including Washington State sales tax, all other overnment taxes assessments and char es To City Council Members City of Federat Way 33325 8th Ave South Federal Way, Washington 98003-6325 , Pursuant to and in compliance with your advertisement for bids for construction of 21� Avenue SW at SW 336"' Street Intersection Improvements, and other documents relating thereto, the undersigned has carefutty examined alt of the bid and contract documents as the premises and ' conditions affecting the delivery, supply and maintenance of 21�` Avenue SW at SW 336�` Street Intersection Improvements, and hereby proposes to furnish all labor, materials and perform atl work as required in strict accordance with the contract documents, for the above-referenced ' amount, inclusive of Washington State sales tax and ali other govemment taxes, assessments and charges as required by law. ' The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (5%) of the total amount bid is attached hereto, which it is agreed shall be cotlected and retained by the City as liquidated damages in the event this bid is accepted ' by the City within forty-five (45} calendar days af�er the day of the bid opening and the undersigned fails to execute the 21� Avenue SW at SW 336"' Street Intersection Improvements Pubfic Works Contract and to provide the required certificate of insurance to the City, under the ' conditions thereof, within ten (10} calendar days after the Notice of Award; otherwise said Bid Security will be retumed to the undersigned. ' Bond or Certified Check DoNars ($ ) The Bidder shall complete this entire Bid Farm or this bid may be considered non-responsive. The City may correct obvious mathematical errors. ' ' City of Federal Way 21�` Avenue SW at SW 336`h Street Intersecrion Improvements Addendum 4 Page 23 RFB # 13-103 February 2013 RFB ver. l-08 The City of Federal Way reserves the right to reject any and all bids, waive any informalities or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. Receipt of the following Addendums is hereby acknowledged: Addendum No. Date Issued: Addendum No. Date Issued: Addendum No. Date Issued: Addendum No. Date Issued: Corporation/Partnership/Individual (De%te Two) Bidder's State License No. Bidder's State Tax No. City of Federat Way 21�' Avenue SW at SW 336�' Street Intersection Improvements Addendum 4 Firm Name Signature I�r Page 24 RFB # 13-103 February 2U13 RFB ver. �-08 , � 1 ' 21S` Avenue SW at SW 336t'' Street Intersection Improvements Project RFB 13-103 Addendum No. 3 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. BID SCHEDULE Replace Attacliment "C" Bid Schedule with the attached revised Bid Schedule. The bid schedu2e was revised to reflect the following: • The quantity for Bid Item 8460 Directional Boring was reduced to 500 LF. B. 1 BID OPENING The bid opening date has not changed. AlI bidders aze required to acknowledge receipt of this addendum on page 24 of the Bid Form. Failure to do so may cause rejection of the bid. ' CITY O DERAL WAY Z��� -� ����G�, ' . John R. Mulkey P.E. Street Systems Project Engineer ' I ' I ' I � I ' I ' Attachment C BID SCHEDULE CITY OF FEDERAL WAY 21�` Avenue SW at SW 336`" Street Intersection Improvements RFB # 13-103 ADDENDUM No. 3 BID SCHEDUlE A-2ist Avenue SW at SW 336th Street All unit rices in Bid Schedule A shall include a icable sales tax. ITEM ITEM DESCRIPTION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITIf ��� ��� CENTS NiS 1000 STRUCTURE SURVEYING LS 1 7070 AS-BUILT SURVEY AND RECORD DRAWINGS LS 7 1020 LICENSED SURVEYING FA 1 52.000-00 52.000 1030 ROADWAY SURVEYING LS 1 1040 NEAITH AND SAFETY PLAN LS 1 1050 FA-SfTE CLEANUP OF BIO. AND PHYSICAL HAZARDS FA f 52.500.00 52.500 7060 TYPE B PROGRESS SCHEDULE LS t 1070 MOBILIZATION LS t 1080 OFF-DUTY UNIFORMED POLICE OFFICER FA t 511.000•W 511.000 1090 TRAFFIC COKfROL SUPERVISOR HRS 1.800 1100 OTHER TEMPORARY TRAFFIC CONTROL lS 1 1110 SEQk1ENTfAL ARROW SIGN HRS 17.520 1120 OTHER TRAFFIC CONTRa. IABOR HRS 720 113U PORTABIE CHANGEABLE MESSAGE SIGN HRS 6.20E1 1 f40 CONSTRUCTIOIV SIGNS CLASS A SF 478 1750 FLAGGERS /tND SPOTTERS HRS 4,800 200p ROADSIDE CLEANUP FA t 55.000.00 55.000 2010 CLEARMG AND GRUBBING AC 0.93 2pZ0 HAZARDOUS MATERIAL HANDLING AND DISPOSAL FA 1 52,000•00 52.000 2030 HAZARDOUS MATERlAL EXCAVAT�N INCL. HAUL CY 100 2040 SAWCt1TTMlG(ACP) SF 2,864 2p5p REMOVAL AND RELOCATIOPk OF FXISTMIG PRNATE IMPROVEMENTS FA 1 55,000•OU 55.000 2060 REMOVAL � STRUCTURE AND OBSTRUCTION LS t Y zist avenue sw az sw �sm saeec Fenn,ary zois �ersecppn pnprove� RFB 813103 Addend�n No. 3 Page 25 ve►:1-0B ' ' I7EM ITEM DESCRIP'TION UNIT APPROX. UNIT PRICE AMOUNT NO. - UNIT PRICE IN WORDS QUANTITY ���RS DO�LARS CENTS CENTS 2070 REMOVE AND RESET BLACK IRON FENCE LF 80 2080 REMOVE AND RESE7 CHAIN UNK FENCE LF 80 2090 REMOVE CHAMLINK FENCE FABRIC lF 175 2100 REMOVE AND RESET OIL WATER SEPARATOR LS t 2110 REMOVE EXiSTING CATCH BASIN EA 20 2120 REMOVE EXISTING STORM SEWER PIPE LF 160 2130 REMOVE, SALVAGE, AND RELOCATE TREE GRATE EA 14 2140 REMOVING CEMENT CONC. CURB LF 715 2t50 REMOVING CEMENT CONG CURB AND GUTTER LF 2,839 2160 REMOVING CEMENT CONC. SIDEWALK SY 3,t08 2170 REMOVING PAVEMENT MARKING LS 1 2t80 REMOVINGTRAFFICCURB LF 1,297 2190 ROADWAY EXCAVATION INCL. HAUC CY 4,765 2200 GRAVEL BORROW MCL HAUL TON 60 2210 GRAVEL BORROW tNCt. HAUL FOR JOINT TRENCH CY 269 2220 GRAVEL BORROW INCt. HAUI FOR TRENCH BACKFILL CY 768 2230 SHORING OR EXTRA EXCAVATION CLASS A LS 1 2240 SHORING OR EXTRA EXCAVATqN ClASS B SF 9,135 2250 SHORING OR EXTRA EXCAVATfOPt CLASS B F�i JOINT TRENCH SF 4,340 2260 SHORING OR EXTRA EXCAVATION ClASS B FOR STORMWATER SYSTEM A SF 399 2270 STRUCTURE EXCAVATlON CLASS A INCL HAUL CY 650 2280 STRUCTURE EXCAVATION CLASS 8 INCL HAUL CY 285 2290 STRUCTURE EXCAVATION CLASS B FOR UNDERGROUND UT�ITIES CY 350 4000 CRUSHED SURFACING TOP COURSE (OR BASE CWRSE) 70N t.815 4010 GRAVEL BASE CY 20 5000 TEMPORARY PAVEMENT 7N 300 501Q PLANING BITUMINOUS PAVEMENT SY 21,822 Ciry of Federal Way 215t Averwe SW ffi SW 33fith Street February 2013 IMersection knprovemerMs Addendum No. 3 Page 26 �B# 13-103 ver. 1-0B � ITEM ITEM DESCRIPTION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY ���� ��� CENTS CENTS 5020 ASPHALT COST PRICE ADJUSTMEt3T CALC 1 $2,000.00 52.000 5030 COAAMERCFAL FfMA TN 152 5040 HMA CL. 1 IN. PG 64-22 TN t.174 5p50 HMA CL. 7f21N. PG 64-22 TN 3,452 5p6p HMA Cl. 1/21N. PG 64-22 FOR PRE LEVEUNG TN 3t4 5070 HMA FOR PAVEMENT REPAIR Cl. 1/21N. PG 64-22 TN 500 6000 GRA4EL BRC!(FILL FOR WALL CY 95 6010 STAIR AND FiANDRAIL, STA A 331+g2 LS t 602Q STAIR ANO HANDRAIL, STA A 332+48 LS i 6030 STAIR AND HANDRAIL, STA A 334+5p LS 1 6040 STAH2 AND HANDRAII, STA A 334+90 LS 7 6050 STAIR AND HANDRAIL, STA A 339+25 LS 1 6060 ST. REINF. BAR FOR RETAINING WAII POUND 18,878 6p�Q CONC. CLASS 4000 FOR RETAINING WALL CY 274 7000 RECONNECT EXISTMG MISC. DRAINAGE FA 7 55.000.00 E5,000 7010 UNDERDRAIN PIPE 41N. DIAM. CF 775 7045 DRAIN PI� 4!N. DIAM. LF 80 7026 UNDERDRAM PIPE 6 IN. DIAM. lF 95 7030 DRAIN PIPE 6 IN. DIAM. LF 125 7040 GRAVEL BACKFILLfOR DRAIN CY 18 7050 FLARED END SECTION 24 IN. DIAM. EA 1 7060 SOLID WALL PVC STORM SEWER PIPE t01N. DtAM. LF 35 7070 SOL� WALL PVC STORM SEWER PIPE SIN. DU1M. LF 75 7080 Cl. V REMF. CONC. STORM SEWER PIPE 721N. DIAM. LF 752 7096 CL. V REINF. CONC. STORM SEWER PIPE 18 NJ. DIAM. LF 623 7100 CL. V REINF. CONC. ST�2M SEWER PIPE 24 IN. DIAM. LF i57 71t0 DUCTIEE IRON STORM SEWER PIPE 12 IN. DIAM. LF 165 City of Federal Way 21st Averwe SW � SW 336th SVeet FeWuary 2013 ��o� ���� RFB It t3-703 A�endun No. 3 Page 27 v�. 1-0B ITEM ITEM DESCRIP'TION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY ���� ��� CENTS CENTS 712p DUCTILE IRON STORM SEWER PiPE 8 IN. DIAM. LF 28 7130 TESTING ST�2M SEWER PIPE LF 1.900 7300 MANHOLE 48 IN. DIAM. TYPE 3 EA 1 7140 MANHOlE 601N. DIAM. TYPE 3 EA 3 7150 MANHOIE 72 IN. QIAM. TYPE 3 EA 7 716Q ROUND LOCKING SOLID COVER EA 2 7170 RUBBER ADJUSTMENT RISER EA 2 7t80 THROUGH CURB INLET FRAME AND GRATE WfTH VERTICAL CURB EA 5 7190 VANED GRATE EA 17 7200 ADJUST CATCH BASIN TO GRADE EA 13 72t0 ADJUST JUNCTION BOX TO GRADE EA 14 7220 ADJUST STORM DRRIN MANHOLE TO GRADE EA 9 7230 CAiCH BASMI TYPE 1 EA 20 7240 AREA DRAIN EA 1 725p CATCH BASIN TYPE 2 481N. OIAM. EA 9 7260 CONNECTION TO DRAINAGE STRUCTURE EA 6 7270 CONSTRUCTION GEOTEMILE FOR SEPARATION SY 3.747 7280 FRAME AND VANED GRATE EA 5 7290 HEAVY DUTY MANWOLE FRAME AND COVER EA 3 73f0 CONCRETE WLET EA 2 7320 GRAVEL BACKFILt FOR PIPE ZONE BEDDING CY 285 7330 CATCH BASIN INSERT EA 7 7340 STORMWATER FILTER A LS t 7350 PRETREATMENT UNlT A LS 1 7360 PRETREATMENT UNIT B LS t 7370 LEVEL SPREADER EA 3 800Q SEEDING AND FERTILfZMG BY HAND SY 640 c,ay os Federa� way z�se n�e� sw a� sw �sm sv�� F�ry zo�s k�yrsecUO� pmprrn,emer�s RFB X f3-f03 AdderWum No. 3 Pa� 28 �. 1� ITEM ITEM DESCRIP'TION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY ���� ��u� CENTS CENTS 8010 ON-SITE AND OFF-SRE WATER MANAGEMENT LS 1 8020 SEEDING. FERTlLIZING, AND MULCHING AC 0.40 8030 SH.T FENCE LF 89 8040 STORMWATER POLLUTION PREVENTION PLAN AND PERMR COMPLIANCE LS 1 8050 UNSUIFABLE FOUNDATION EXCAVATION, INCL. HAUL CY 500 806d STABItiZED CONSTRUCTION ENTRANCE SY 83 8070 STORMWATER POND EXCAVATION INCL. HAUL CY 280 8080 BIOSWALE SEEDIPIG AC 0.10 8090 EROSIONNVATER POLLUTION CONTROL FA 1 $7,000.00 57,000 8100 ESC LEAD DAY 200 8t10 HIGHVISIBILITYFENCE LF 2,875 8f20 INLET PROTECTION EA 40 $13p TOP SO� TYPE A CY 13 8140 PSIPE PYRUS CALLERYANA'CHANTICLEER' 2-tf2' CAL EA 44 8150 SOD LAWN, INCLUDES 4" TOPSOIL SF 18,419 8160 BARK OR WOOD CHIP MULCH CY 40 8170 COMPOST AMENDED SOR CY 210 $180 REPAIR EXISTING IRRIGATION SYSTEMS fA 1 55,000•00 35.000 8190 WHEEL STOP, PRECAST EA 1 8200 PRECAST DUAL FACED SLOPED MOUNTABLE CURB LF 1,923 8216 PRECAST SLOPED MOUNTABIE CURB LF 242 8220 CEMENT CONC. TRAFFIC CURB AND GUTTER LF 2.818 823p EXTRUDED CURB, TYPE 6 LF `.�00 8240 CEMENT CONC PAVEMEPIT APPROACH 3-DAY SY 352 8250 RAISED PAVEMENT MARKER TYPE 2 HUN 32 8260 BLACK VINYL COATED CHAIN UNK FENCE TYPE 4 lP 464 8270 REPLACE CHAIN lINK FENCE FABRIG-6FT LF 175 C�y d Feder� W ay 21� Ave�we SW at SW 336th Street Febniary 2tl73 kqersection IrtiprovemeMs RFB J113-103 Addend�m No. 3 Page 29 �. 1� ITEM ITEM DESCRIP'TION UNIT APPROX. UNIT PRICE AMOUNT NO. UNiT PRICE IN WORDS QUANTITY ���� ��� CENTS CENTS 8280 DOUBLE 14 FL CHAIN LINK GATE EA 7 8290 END, GATE, CORNER, AND PULL POST FOR CNAIIJ LINK FENCE EA 25 8300 MONUMENT CASE. COVER, AND PtPE EA 1 8310 CEMENT CONC CURB RAMP TVPE MODIFIED A SY t5 8320 CEMENT CONC CURB RAMP TYPE MODIF�D B SY 34 8330 CEMENT CONC CURB RAMP TYPE MODIFIED C SY 25 8340 CEMENT CONC CURB RAMP TYPE MODIFIED D SY t4 5350 CEMENT C�VC CURB RAMP TYPE PARALLEL A EA 14 8360 CEMENT CONC CURB RAMP TYPE PARALLEL B EA 2 8370 CEMENT CONG CURB RAMP TYPE A EA 11 8380 CEMENT CONC. CURB RAMP TYPE B EA 2 8390 CEMENT CONC. CURB RAMP TYPE C � 4 8400 CEMENT CONC. SIDEWALK SY 2.5t3 8410 WARRY SPAIIS TN 72 842Q TRAFFIC SIGNAL SYSTEM -19TH AVE SW AT SW CAMPUS DRNE. COMPLETE LS 1 8430 TRAFFIC SIGNAL SYSTEM - 21 ST AVENUE SW AT SW 336TH ST, COMPLETE LS 7 8440 TRAFEIC SIGNAL SYSTEM - 21ST AVE SW AT SW 334TH ST AND MID-BLOCK FLASHING LS 7 CROSSWAIK, COMPLETE 8450 TRAFFtC SlGNAL SYSTEM - 24TFt PLACE SW AT SW 336TH ST, COMPLETE LS 1 8460 DIRECTIONAL BORING LF 500 8470 N.IUMINAFtON SYSTEM, COMPLETE LS t 8480 NJTERCONIJECT SYSTEM, COMPLETE LS t $4yp PERMANENT SIGNING LS 1 850Q PROFILED PLASTIC WIDE LANE LINE LF 2.711 8570 PAINT LIPIE LF 56.946 8520 PtASTiCCR0.SSWALKLWE SF 1,886 g53p PLASTIC STOP lMIE LF 3�2 g$4p PLASTIG TRAFF[C ARROVI+ EA 60 Cily of Federat Way 21St Avernie SW at SW 3�th Street Febn�y 2013 �� �y� RFB # t3-103 Adde�rn No. 3 Page 30 ver. t-06 ITEM ITEM DESCRIPTION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY ���� ��� CENTS CENTS 8550 PtASTIC TRAFFIC LETTER EA 7 8560 PLASTIC YIELD LINE SYMBOL EA 14 8570 PROFILED PLASTIC LINE LF 13,220 8580 PLASTIC ACCESS PARKING SPACE SYMBOL EA t 8590 PLASTIC D0T7ED EXTENSION LINE LF 6f6 860p REMOVING TEMPORARY PAVEMENT M/4RKING LF 56,700 8610 BACKFILL FOR ROCKWALL TON 12 8620 ROCK Fa2 ROCK WALL TON 30 8630 MODULAR BLOCK WALL SF 960 8640 UTILITY POTHOLING FA t 55.0�.00 E5.000 8650 RESOLUTION OF UTILITY CONFLICTS FA 7 325,000.00 525,000 8660 POROUS CONCRETE GRID PAVEMENF SYSTEM SY 125 86T0 PRRUN SAND TN 65 868p FFXED BOLLARD EA 2 TO'TAL SCHEDULE A (bid items inctude sales tax) cny or F� way 21stAvenue SW aCSW 33fithStreet Febnrary 2073 g� �y� RFB # 13103 Adder�an No. 3 Page 31 ver. t-08 Attacfiment C BID SCHEDULE CTTY OF FEDERAL WAY 21`� Avenue SW at SW 336tl' Street Intersection Improvements RFB # 13-103 ADDENDUM No.3 BID SCHEDULE B-Puget Sound Energy All unit prices in Bid Schedule B shall indude appliwble sales tax. ITEM ITEM DESCRIP'TION UNTf APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QVANTm CE�NTS� � 9W0 RETRAINING PSE CONDUR FA 1.00 S5.OU0.00 SS.00D 9010 REMOVAL � STRUCTURES AND OBSTRUCTIONS - PSE DUCT AND VAULTS LS 1.00 9020 MSTALL 2' DB120 Conduit LF 40.00 9030 INSTALL 3' DBt20 Conduit LF 210.00 9040 INS7ALL 4' D6120 Cond�ut LF f.63Q.00 9050 INSTALL 6" DB120 CaMuit LF 40.00 9060 INSTALL 5'x7'x6' Adjustabie AntiSkid Lid Vaults (JOt & J05) � 2�� 9070 BJSTALI 5k7'x6' AcYtstabie Std. Plate Lid Vauds (.1� 8 Jt7) E/► 2.00 9080 INSTALL 42'x48' Miri-pad Transformer Va�i[ (V03) � �� 9090 IIJSTALL 4'-8'x4'8' 3-Ph. Mini-pad Vault (VOt) EA 1.00 9100 INS7ALL 2'�8'x3'-8' Concrete HarWhde (H1A) EA 1.00 9110 IN3TALL 2'�'x2'�6° CorKxete Han�wle (H3A) fA 1.00 Tora� scke�u� s (bid ibems include sales tau) City of Federat Way 21st Averrie SW � SW 3361tt Skeet Febuary 2013 �� ��� RFB # 13-103 Addend�xn No. 3 Page 32 v�r. 7-0B Attachment C BID SCHEDULE CITY OF FEDERAL WAY 21'� Avenue SW at SW 336`" Street Intersection Improvements RFB # 13-103 ADDENDUM No. 3 BID SCHEDULE C -CenturyUnk All uniE prices in Bid Schedule C shall include appliwble sales tax. Cily of Fedet� Way 21s[ Avenue SW at SW 336th Street Febuary 20t3 ��� �,� RFB N 73103 Addendurte No. 3 Page 33 ver. t-08 NO. 9210 9220 Attachment C BID SCHEDULE CITY OF FEDERAL WAY 21" Avenue SW at SW 336`" Street Intersection Improvements RFB # 13-103 ADDENDUM No. 3 BID SCHEDULE D -Comcast All unit prices in Bid Schedule D sl�atl indude applicable sales tax. PRIC� IN WORDS �AL OF STRUC7URES AND OBSTRUCTIONS - COMCAST L 2" SCHEDULE 40 PVC CONDUR L 4" SCFFEDULE 40 PVC CONDUfT cay or F� way 21� AverMie SW x SW 336� Street Februery 2Q13 k�section Mnprovert�ents Addendum No.3 Page 34 QUANTTiY !S 7.00 LF 1,062.00 LF 531.00 EA 7.00 EA 1.00 TO'iAL SCHEDULE t (bid iEe�r�s include sales tax RFB M 13103 ver. 1-OS , . I ��a + 21St Avenue SW at SW 336th Street ' Intersectioa Improvements Project RFB 13-103 Addendum No. 2 ' March 19, 2013 I , ' I ' I ' ' I � I � I ' ATTENTION: Alt Bidders and Planholders You are hereby notified that in Addendum No. 2, the Bid and Contract Documents are atnended as follows: A. BID SCHEDULE Replace Attachment "C" Bid Schedule with the attached revised Bid Schedule. The bid schedule was revised to reflect the following: • A new Bid Item 7015 was added for 4" PVC Drain Pipe • The quantity for Bid Item 7020 was reduced. B. SPECIAL PROVISIONS Add new Special Provision for section 5-04.3(3)A 5-04.3(3)A Material Transfer Device/Vehicle Delete this Section in its Entirety Revise Section 8-20.5 of the Special provision to add the following paragraph: All costs associated with installation of the 4" City Spare conduits as shown on the Illumination and Joint Trench Plans are incidental to the cost of "Illumination System Complete". IC. WSDOT STANDARD PLANS (APPENDIX B) Add the attached WSDOT Standard Plan H-60.20-01, Bollard Type 2 D. FEDERAL WAY STANDARD DRAWINGS (APPENDIX C) Delete Drawing number 3-35Bollards E. PLANS Replace Sheet PV-3 (Sheet 34 of 92) with the attached revised Sheet PV-3. This sheet was revised to change note 2 to reference WSDOT Standard Plan H-60.20-01, Sollazd Type 2. . Replace Sheet TS-6 (Sheet 75 of 92) with the attached revised Sheet TS-6 This sheet was revised to show the removal of the existing signal pole on the northwest comer of the intersection. Replace Sheet TS-9 (Sheet 78 of 92) with the attached Sheet TS-9. �� � � I ' � I � 'This sheet was revised to eliminate erroneous callouts for note 2 to install junction boxes. Replace Sheet TS-i3 (Sheet 82 of 92) with the attached Sheet TS-13 This sheet was revised to show corrected areas that require directional boring and corrected callouts for interconnect cable installation. Replace Sheet TS-14 (Sheet 83 of 92) with the attached Sheet TS-14 This sheet was revised to show corrected callouts for urterconnect cable installation. � Replace Sheet WRD-1 (Sheet 87 of 92) with the attached Sheet WRD-1. This sheet was revised to describe the location for 6" Drain pipe to connect the wall drains to catch ' basins. Replace Sheet WRD-2 (Sheet 88 of 92) with the attached Sheet WRD-2. ' This sheet was revised to describe the location for 6" Drain pipe to connect the wa11 drains to catch basins. � � I � F. BID OPENING The bid opening date has not changed. All bidders aze required to acknowledge receipt of this addendum on page 24 of the Bid Form. Failure to do so may cause rejection of the bid. CITY OF FEDERAL WAY � ohn R. Mulkey P.E. ' Street Systems Project Engineer , , �I ' , � � 1 Attachment C BID SCHEDULE CITY OF FEDERAL WAY 21" Avenue SW at SW 336"' Street IMersecdon Improvements RFB # 13-103 AD�ENDUM No. 2 BID SCHEDULE A-21st Avenue SW at SW 336th Street All uni in Bid Schedule A shal! in ud a icable sa ITEM ITEM DESCRIP'TION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS �wNnTM �uRS DO�uRS CE CE 1000 STRUCTURE SURVEYING � � 1010 AS-BUILT SURVEY ANO RECORD ORAW INGS LS 1 1020 LICENSED SURVEYqVG FA 1 52.000.00 j2.ppp 1030 ROADWAY SURVEYtNG � � 1040 HEALTH AND SAFETY PIAN LS 1 1050 fA-SITE CLEANUP OF BIO. AND PHYSICAI HAZAROS FA 1 , s2.500.00 52.500 1060 TYPE 8 PROGRESS SCHEOULE �g � 1070 MOBILIZATION LS 7 1080 OFF-0UTY UNIFORMED POLICE OFF�CER FA 1 511.000.00 St 1.000 1090 TRAFFIC CONTROL SUPERVISOR HRS 1,800 1100 OTHER TEMPORARY TRAFFIC CONTROL LS 1 1110 SE(]UENTUIL ARROW SIGN HRS 11,520 1120 OTHER TRAFFIC CONTROL LABOR HRS 720 1130 PORTABLE CHANGEABLE MESSAGE SIGN HRS 6,200 1140 CONSTRUCTION SIGNS CIASS A SF 478 1150 FIAGGERS AND SPOTTERS HRS 1,800 2000 ROADSIDE CLEANUP FA t 55,000.00 i5,00p 2010 CLEARiNG AND GRUBBING AC 0.93 2020 HAZAROOUS MATERIAL HANDLING ANO DISPOSAL FA 1 =2.000.00 52.000 2p30 HAZARDOUS MATERIAL EXCAVATION INCL. HAUL CY 100 2040 SAWCUTTING (ACP) SF 2,864 2050 REMOVAL AND RELOCATION OF EXISTING PRNATE IMPROVEMENTS FA t 55,000.00 s5,000 2060 REMOVAL OF STRUCTURE AND OBSTRUCTION LS 1 21� Avenue SW at SW 336th SVeet February 2013 ��t��� ���� RFB A 13-103 AdderWum No. 2 Page 25 ver. 1-0S ITEM ITEM DESCRIP'TION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY ��a� ��� CENTS CENTS 2070 REMOVE ANO RESET BLACK IRON FENCE LF 80 2080 REMOVE ANO RESET CHAIN LINK FENCE LF 80 2090 REMOVE CHAINLINK FENCE FABRIC LF 175 2100 REMOVE AND RESET OIL WATER SEPARATOR LS 1 2110 REMOVE EXISTING CATCH BASIN EA N1 2120 REMOVE EXISTING STORM SEWER PIPE � �� 2130 REMOVE. SALVAGE, AND RELOCATE TREE GRATE EA 14 2140 REMOVING CEMENT CONC. CURB LF 715 2150 REMOVING CEMENT CONC. CURB AND GUTTER LF 2.839 2160 REMOVWG CEMENT CONC. SIDEWALIC SY 3.108 2170 REMOVING PAVEMENT MARKING LS t 2180 REMOVMIG TRAFFIC CURB LF 1.297 2190 ROADWAY EXCAVATION INCL. HAUL CY 4,185 2200 GRAVEL BORROW INCL. HAUL TON 60 2210 GRAVEL BORROW INCI. HAUL FOR JOINT TRENCH CY 269 � 2220 GRAVEL BORROW INCI. HAUL FOR TRENCH BACKFILL CY 768 2230 SHORING OR EXTRA EXCAVATION CLASS A LS t 2240 SHORING OR EXTRA EXCAVATION CLASS B SF 9,735 2250 SHORING OR EXTRA EXCAVATION CLASS B FOR JOINT TRENCH SF 4,340 2260 SH�ING OR EXTRA EXCAVATIOM CIASS B FOR STORMWATER SYSTEM A SF 3�J 2270 STRUCTURE EXCAVATION CLASS A INCL HAUL CY 650 2280 STRUCTURE EXCAVATION CLASS B INCL HAUI CY 285 2290 STRUCTURE EXCAVATION CIASS B FOR UNOERGROUND UTIIITIES CY 350 4000 CRUSHED SIiRFAGING TOP COURSE (OR BASE COURSE) TON 1,815 4010 GRAVEI BASE CY 20 5000 TEMPORARYPAVEMENT � � 5010 PLANING $ITUMINOUS PAVEMENT SY 21,822 City of Federal Way 27st Avera� SW at SW 3381h Street FeWuary 2013 MiOersecUon ImprovemerKS RFB # 13-103 Addendum No. 2 Page 26 '�. 1-� ITElN ITEM DESCRIP'TION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY ��u� ���� CENTS CENTS 5020 ASP!-IALT COST PRICE ADJUSTMENT CALC 1 $2.000•00 52.000 5030 COAAMERCIAL HMA TN �52 5p40 HMA CL 1 IN. PG 64-22 TN 3.774 5050 HMA CL. 1I21N. PG 64-22 TN 3,452 5060 HMA Cl. 1/2 IN. PG 6422 FOR PRE LEVELINC� TN 314 5070 HMA FOR PAVEMENT REPAIR CL. 1/2 IN. PG 64-22 Ttd 500 6000 GRAVEL BACKFILL FOR WAII CY 95 6010 STAIR AND HANORAIL, STA A 337+82 LS 1 6020 STAIR AND HANORAtI. STA A 332+� LS 1 8030 STAIR AND HANDRAIL. STA A 334+5p LS 1 6040 STAIR AND HANORAIL. STA A 334rgp LS 1 ' 6050 S7A�2 AND HANDRAIL. STA A 339+25 LS 1 6060 ST. REINF. BAR FOR RETAINING WAIL POUND 78,878 6070 CONC. CLASS 4000 FOR RETAINING WAII CY 274 7(p0 RECONNECT EXISTING MISC. DRAINAGE FA 1 55.000•00 SS•000 T070 UNDERDRAIN PIPE 41N. DIAM. � ��5 7015 DRAIN PIPE 4 IN. DIAM. LF 80 7020 UNDERDRAIN PIPE 6 IN. DIAM. �F � 7030 DRAIN PIPE 61N. DU1M. LF �25 7040 GRAVEL BACKFILL FOR �RAIN CY 18 7050 FLARED ENO SECTION 241N. DIAM. � � 7060 SOLIO WALI PVC STORM SEWER PIPE 101N. DIAM. LF 35 7070 SQLIO WAII PVC STORM SEWER PIPE 81N. DIAM. lf 75 7080 CL. V RE1NF. CONC. STORM SEWER PIPE 12 IN. DIAM. Lf 752 7090 CL_ V REINF. CONC. STORM SEWER PIPE i81N. DIAM. LF 623 7t00 CL. V REWF. CONC. STORM SEWER PIPE 24 W. DIAM. LF 157 7110 DUC7ILE IRON STORM SEWER PIPE 12 IN. DIAM. � �� City of Federal Way 21st Averxie SW at SW 336th Stree[ February 2013 IMerse�a� �mpro�eme�ts RFB # 13-103 Addendum No. 2 Page 27 ver. 1�8 ITfM ITEM DESCRIP'iION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY ��� ���� CENTS CENTS 7120 DUCTILE IRON STORM SEWER PIPE 81N. DIAM. LF 28 7130 TESTiNG STORM SEWER PIPE LF 1,900 7300 MANHOLE 48 IN. DU4M. TYPE 3 EA 1 7140 MANHOIE 60 W. DIAM. TYPE 3 EA 3 7750 MANHOLE 721N. DIAM. TYPE 3 EA 1 7160 RWND LOCKING S�ID COVER EA 2 7170 RUBBER ADJUSTMENT RlSER EA 2 7180 THROUGH CURB INLET FRAME AND GRATE WITH VERTICAL CURB EA 5 7190 VANED GRATE EA 17 72(p ADJUST CATCH BAS1N TO GRAOE EA 13 7210 ADJUST JUNCTION BOX TO GRADE EA 14 7220 ADJUST STORM ORAIN MANHOIE TO GRADE EA 9 7230 CATCH BASIN TYPE 1 EA 20 7240 AREADRAW EA 1 7250 CATCH BASIN TYPE 2 481N. DIAM. EA 9 7260 CONNECTION TO DRAINAGE STRUCTURE EA 6 7270 CONSTRUCTION GEOTEXTILE FOR SEPARATION SY 3,747 728p FRAME ANO VANED GRATE EA 5 7290 HEAW DUTY MANHOLE FRAME AND COVER EA 3 7310 CONCRETE iNLET EA 2 7320 f3RAVEL BACKFIIL FOR PIPE 20NE BED�ING CY 285 7330 CATCH BASIN INSERT EA 7 7340 STORMWATER FILTER A LS 1 7350. PRE'fREATMENT UNff A LS 1 7360 PRETREATMENT UNR B LS 1 7370 LEVEI SPREADER EA 3 8000 SEEOING ANO FERTILIZING BY HAND SY 640 City of Federal Way 21st Avenue SW at SW 336th Street February 2013 Intersecti� knprovements RfB k 13-103 Addendum No. 2 Page 28 �. 1� � ITEM ITEM DESCRIP'TION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QVANnTY ��� ��� CENTS CENTS 8010 ONSITE ANO OFF-SITE WATER MANAGEMENT LS 7 8020 SEEDING, FERTIIIZING, AND MULCHMG AC 0.40 �30 SILT FENCE � 89 8040 STORMWATER POLIUTION PREVENTI�tl PIAN AND PERMIT COMPLIANCE LS 7 8050 UNSUITABIE FOUNOATION EXCAVATION, INCL. HAUL CY 500 8060 STABILIZED CONSTRUCTION ENTRANCE SY 83 8070 STORMWATER POND EXCAVATIOW INCL. HAUL CY 280 8080 BIOSWALE SEEDING AC OJO 8090 EROSIONNVATER POLLUTION CONTROL FA 1 57.000•00 57.000 8100 ESC IEAD DAY 200 8110 MIGH VISIBILITY FENCE LF 2,875 8120 WIETPROTECTION � � 8130 TOP SOIL TYPE A CY 73 8140 PSIPE PYRUS CALLERYANA'CHANTICLEER' 2-1/2" CAL � �4 8150 50D IAWN, INCLUDES 4' TOPSOIL SF 18,419 8160 BARK OR WOOD CHIP MULCH CY 40 8170 COMPOST AMENDED SOIL CY 210 8180 REPAIR EXISTING IRRIGATION SYSTEMS FA 1 55.000•00 55.000 8190 WHEEL STOP, PRECAST � � 8200 PRECAST DUAL FACED SLOPED MOUNTABLE CURB LF 1,923 8210 PRECAST SLOPED MOUNTABLE CURB LF 242 8220 CEMENT C�1C. TRAFFIC CURB AND GUTTER LF 2,818 8230 EXTRUDED CURB, TYPE 6 LF 500 8240 CEMENT CONC PAVEMENT APPROACH 3-0AY SY 352 8250 RAISED PAVEMENT MARKER TYPE 2 HUN 32 826p BLACK VINYI COATED CHAIN �INK FENCE 7YPE 4 LF 464 8270 REPLACE CHAIN lMK FENCE FABRIC-6fT � ��5 Cdy oF Federal Way 21st Avenue SW � SW 336th Street February 2013 RFB # 1&103 IrKersecdon improvements ver. 7-08 Addendim No. 2 Page 29 ITEM ITEM DESCRIPTION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY ��� ���� CENTS CENTS 8280 OOUBLE 14 Ft. CHAIN LINK GATE EA 1 8290 END, GATE. CORNER, AND PULL POST FOR CHAIN UNK FENCE EA 25 8300 MONUMENT CASE. COVER, AND PIPE EA 1 8310 CEMENT CONC CURB RAMP TYPE MODIFIED A SY 15 8320 CEMEN7 CONC CURB RAMP 7YPE MODIFIED B SY 34 8330 CEMENT CONC CURB RAMP TYPE MODIFIED C SY 25 8,340 CEMENT CONC CURB RAMP TYPE MODIFIED D SY 14 8350 CEMENT CONC CURB RAMP TYPE PARAILEL A EA 14 8360 CEMENT CONC CURB RAMP TYPE PARALLEL 8 EA 2 8370 CEMENT CONC. CURB RAMP TYPE A EA 11 8380 CEMENT CONC. CURB RAMP TYPE B EA 2 8390 CEMENT CONC. CURB RAMP TYPE C EA 4 8400 CEMENT CONC. SIDEWALK SY 2.513 8410 QUARRY SPALLS TN 72 8420 TRAFFIC SIGNAL SYSTEM -19TH AVE SW AT SW CAMPUS DRNE. COMPLETE LS 1 8430 TRAFFIC SIGNAL SYSTEM - 21 S7 AVENUE SW AT SW 336TH ST, COMPLETE LS 1 8440 TRAFFIC SIGNAL SYSTEM - 21ST AVE SW AT SW 334TH ST AND MID-BLOCK FLASHING LS 1 CROSSWAIK. COMPLETE 8450 TRAFFIC SIGNAL SYSTEM - 24TH PLACE SW AT SW 336TH ST, COMPLETE LS 1 8460 DIRECTIONAL BORING LF 1.639 8470 tLLUMINATION SYSTEM, COMPLETE LS t 8480 MTERCONNECT SYSTEM, COMPLETE LS 1 8490 PERMANENT SIGNING LS 1 8500 PROFIlEO PLASTIC WIDE IANE LINE LF 2.711 8i1d PAlNT LINE LF 58,946 8520 PLASTIC CROSSWALK LINE SF 7.886 8530 PLASTIC STOP LINE LF 372 8540 PLASTIC TRAFFIC ARROW EA 60 Cily of Federal Way 21st Av�ue SW at SW 336th SUreet February 2013 Intersection Improvemen4s RFB # 13-193 Adder�xn No. 2 Page 30 ver. 1-0S ITEM ITEM DESCRIP'TION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY ��� ��� CENTS CENTS 6550 PLASTIC TRAFFIC LE7TER EA 7 8560 PLASTIC YIELD iINE SYMBOL EA 14 8570 PROFlLED PLASTIC LWE LF 13,220 8560 PLASTIC ACCESS PARKING SPACE SYMBOL EA 1 8590 PLASTIC DOTTED EXTENSION LINE lF 616 8600 REMOVING TEMPORARY PAVEMENT MARKING LF 58.700 8610 BACKFILL FOR ROCKWAII TON 12 8620 ROCK FOR ROCK WAII T�I 30 8630 MOOULAR BLOCK WALL SF 960 8640 UTILITY POTHOLING FA 1 55.000•00 55.000 8650 RESOLUTION OF UTILITY CONFLICTS FA 1 Z25.000.00 525.000 8660 PORWS CaNCRETE GRiD PAVEMENT SYSTEM SY 125 8670 PffRUN SAND TN 65 8680 FIXED BOLLARD EA 2 TOTAL SCHEDULE A (bid iEems include sales tax) City of Federal W ay 21st Avenue SW at SW 336th Street February 2013 Inteisestion qnproveme�NS RFB # 13403 Addendun No. 2 Page 31 ver. 1-08 Attachment C BID SCHEDULE CITY OF FEDERAL WAY 21" Avenue SW at SW 336'" Street Intersection Improvements RFB # 13-103 ADDENDUM Na 2 BID SCHEDULE B-Puyet Sound Eneryy All unit pri�s in Bid Schedule B shali iadude applicable sales tax. ITEM ITEM DESCRIP'TION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY ���u� � 9000 RE7RAWING PSE CONOUIT FA 1.00 55.000•00 55.000 9010 REMOVAL OF S?RUC7URES AND OBSTRUCTIONS - PSE OUCT ANO VAULTS LS 1.00 9020 INS7ALL Z' D6120 Conduit LF 40.00 9030 INSTALL 3' DB720 Condut lF 210.00 9040 INSTALL 4' DB120 Caiduit LF 1.630.00 9050 INSTALL 8' DB120 CaMuit LF 40.00 9060 INSTALI 5'xTx6' Adjustable Arqi-Sldd Lid VaWts (JOt 8 J05) EA 2.00 9070 INSTALL 5'z7'x6' Adjustable S�. Plate Lid Vauks (.H16 & J 11) EA 2.00 �J080 INSTALL 42'x48' Mirri-pad Transfortner VaWt (V03) EA 1•00 9090 INSTALL 4'-8'x4'8' 3-Ph. Mitr�pad VaWt (VOt ) EA 1•00 9100 IMSTALL 2'-S'x3'$' COncrete Handhoie (H 1 A) EA 1.00 9110 INSTALI 2'-6'x2'-6' Concrete Handhole (H3A) EA 1.00 TOTAL SCHEDULE B (bid i6ems include sales tax) Ciry of Federal Way 21St Avenue SW at SW 336tlt SVeet February 2013 �e�o� �pro���� RFB # 13-103 Add�dum No. 2 Page 32 ver. 1-08 Atbchment C BID SCHEOULE CITY OF FEDERAL WAY 21" Avenue SW at SW 336"' Street Intersection Impraveme� RPB # 13-103 ADDENDUM No. 2 BID SCHEDULE C -CenturyLink All unit pri�s in Bid Schedule C shall indude applipWe aal� tax. CAy of Federal Way 21st Avenue SW at SW 336th Street Februaty 2013 Irro�rsection Improvemenffi RFB # 13-103 Addendum 1�. 2 Page 33 ver. i-08 Attadiment C BID SCHEDULE CITY OF FEDERAL WAY 21" Avenue SW at SW 336'" Street Intersection Impwvements RFB !F 13-103 ADDENDUM No. 2 BID SCHEDULE D -Comcast Ail unit prices in Bid Schedule D shaN indude applicable sales tax. NO. ,UNIT PRICE IN WORDS 9190 REMOVAI OF STRUCTURES AND OBSTRUCTIONS - 40 PVC CONDUIT VAUIT SGLB 3048 VAULT SGLB 2436 �� too 1.00 TOTALSCHEDULE (bid iEems indude sales ta cay ot Feae� way 21st Averwie SW at SW 336� Street February 2013 MtersecUOn knprovements RFB 813-103 AdderWum No. 2 Page 34 ver. 1-0S a� a� � � � � � � � r � rr r � � � � � � � � � S FINISHED ORAD CONCRETE fO0iN10 <.'O►YAERCN COMCRET E' K iM' DIAM. STEEL BA fECT10N AO ,,.z,�.�. 4 � . � aouNU Fooru�o � c�r Pure iLECTIVE TAPE ('tYP.) fEEI PIPE - ABTN A W, PB 0 (=" NOAA.)� :FEDULE !0 �LEC7IVE TAPE (TYP.) FIiONT VIlIN 610E VIlYU 7Q PNNT ASSEMBLY NA7H A 4110Mt.Y VI&BLE• COLOR. (SAfETY YELLOW IB ACCEPTABLQ P08T ,..�„z. �.. � . J sau�ReFOOnNo PLAN VIEW NOTE Thb bodard dat not have an eftedNre brsakaway desipn featuro and cannot be k�tmNsd within the Dstipn Cbar Zone. 6HC DRILLED MOLE i6 �,��CH� P9sc ����� ��,4' �� OP M'1,4///,�, 0 � � tl 4 � �� ���y�! �¢ A ` � � F{�� , AO� ,9 2�557 �O �V� !�s�6 ����ONAL ���`� � f Y I! QE ExPwES �uNE i9, 2a0 i S a� F sowu�� rYPe s sTANDARD PLAN H-60.20-01 SMEE71 OF 16NEET APPROVED FOR PUBLICATION Pasco BikoUch lll 07-09-08 wnoawrwwru un �w�hMM«� trr ar.n..+.rt�.�rr.n.N.n 1 A 937+78.34. 10 iT Et�D TFqCKENED EDC� sroErvN.K s�Q P4D-t FLOWLIt� EL340.32 a 2a�+74.w?. 1D1.11' L7 8E6MI SIDEWALK BEt�N TF tlCKEP1E0 EOfa'E SIDEWALK SEE Q PVD-1 BH'aIN EItlD SEE BEfiIN TFMqCENED EDf�E SIDEWALK � Q PVD-1 \WALL L4 SEE DWG WRD-2 -i ' �E1.943.30 � BACIC � WALL N uM�r oF w�u � ap FOOTNPa Z,•,, •s. � :1S � + . � w� �a, s� � ~' � owcs w�to-i _' APU WRD 2 V p 33T�.51. 8225 LT QEND EXTRUDED dJRB. TYPE 8 � y 1 0 � + � A �4 � M 9 M QI S� 7YPE3�IP��Ai. � LEGEND I � PAVING UMIfTS � �� 4 � FUl DEPiH PAYMNi 1' X 8' TiiEE PfT VYITH GRATE 3EE GTY OF F� WAY STANOARD PLAN NO. 33/ Fqi STREET if�E PLAN7DJd FOR C�iV �MT'EER TREE VMF.L1.8 Q�sror� �nr�vwo wrn+r ruurrr� so�n�c uww s�oron soo ae �vo REBTORE 1111�D8C11PIN0 YYITFI7' BARK 1�tR1*1 �aESro� oisnx+�n u�wini r ����� �. • ���aw�vnuac : �. � P�EWRIISCALI.ERYAPYI'CFUWTIpF� 2-1@' GL ORNEWAY. SEE CRY OF �RAL WAY �9TAI�ARD fM.AN NO. SA FOR (X1R8 At� c�urr� sECitoN nq�uew�►r I�aa�.) 2 STAIRS �, SEE DYYfi WR�5 3 ROCI�RY WALL, SEE GTY OF ,3B' LT FEOERAL WAY STAt�DARD EL 34a.8S PUIN DYYG NO. 3-Zi FOR RaCK FAGNG AND FILL SECTION j-�EPD EKfRUDED cur u� ; aH:tvs�o� i I i � I { A 3�+17.43. �.7 � : � ' END EXTRUOED i °o •4•1 ! � �* • . EL 334.98 �� ' � i A 339+1243. i M �� � � 6 ' � A��+1245. 6021' LT aH:,v s�o� LT WALKWAY WITH STAIRS 3, SEE D1NG WRD-5 0.59G NNN Cpg •'- ! 8E61� EXTRUDEO CURB. 7YPE 6 1 0 P� EASEMENT C + ; BEGIN EXTRUD D a1R8, 7YPE 8 EL 343.97 eCP2 gqG( pF Wq(y : WALL Ld -- •: . � � - � SEE OWG WRD 2 . n.• t �� • 1 C e. � _ _ '�'_l _ _ _ -- 4.y.r,�� a . - `.�..�';.:' . V �. A �DRWY 4 4WOROD 74 33�00 _ � — . y 3 f �w-�, ri� � � EPD � 4 T.21 N. R.3E. W.M. - FILL UPE 4H:iV $OPE : 400F80.OQ. 13.45 LT :t� SIDEWALK (MATCH E� C 400+7280. iQST LT Et� CUiB AND GUTTER (N END FL�L DEPTH P VEMEI MAl'CFI DO5rIIPMa VEMD r'� �/ � �, �/� I` � t� V�. . ,/� =:. '. '3.d vi / S�Q PVD-1 �.n B� RT BEGCd CURB ANO I�JT'fER (MA' BEGIN SIDElNALK (MATCH DOS BEGMI FIXL DEPTH PANEMENT MATpI DOSTINK`, PAVEMENT l � EPD PAVEMEN7 ONERUIY SEE i� �f�'►'i� �. � we�s' r� �? - � � ��� - �� � � -�'- �� �� �1 .��■ _ .. . _ _. ��� . cs.: �r. . � �� - � � � � cur u� 4H:1V SLOPE � � � _��_ ��� :. _ _ ,.i_.T.:--. _.�t : ?� . .... . . .. `T S i � � { ! -- � t- :�_. � � � WALL l$ .'-� SEE WRD1 i -- - � - -- '� -'� � . i� '.+.._"T_�� s � V Z ��i. � � � _1. y J4�� 1 . �O A-LINE y H- A 1+ LT I = \A 5/0+20.OD.1.9B' LT S W 336TH ST 9 v 9 l�41+�.7A 27.90' RT BEGIN G1RB AND QUl'TER (AIATCH 8�1 StDEWALK QJATCH E103� PAVING CONSTRUCTION NOTES: Q����a� � Trre e. � �. sr�naa na� o�ser ❑� OONSTRUCT CURB RAt+o S� IxTY OF � WAY STMIQIIRD PIJW t�. &11 FOR q�8 RAMP qi VERT�GLL CUI�. STATION /UD OFFSET GLLOUT TO Tt� a CONSiRUCT � p1RB RAMP TYPE C. SEE Q. 8TAT10N MID OFFSET c�R aF rw� inr�o. cn��aur �ro n� c�tat oF wu�. � ❑2 COIi3TRUCT W�ffi RAt+P. 8� CRY OF FEDERAL WAY STA1OAItD PLAN NO. 9 PROVIDE 1' OAP MI TYPE C TRAFFIC CURB. 310A FOR &DEWIHJC WdYP WRH PIANiER STttIP. BTATION MID OFFSET CAl10UT 707FIE (�T� OF RAMP l�ViONi�i. 10 AD.lI�T EXIST�Ifi UT1�I��( q_�T� FMIBH ORADE oCONBTfNlCT WRB RAAP � pTY OF FE�AL WAY STMOARD PLAN N0. 310 » M�TALL CURB CWEH r•�. ������.���,�� �., rx►.our,o �� oF wu�w w�oaro. ,s �►� �o � Hrow►irt �sr on�a� ❑' rro.�i� � nNO �TP c��u�ur�fo�i►+E � oF � � �a �aca� rvn�at �rat. lsv am�tsl CONSTRUC� tXl(� RAMP 7YPE PARMlELg, �E M�OT 8TANOi/� PLAN NO. u R�ULD MANHOLE TOP 8EG710N. a F�0.12-01. STATION MD OFFSET CAllOUf TO THE CB1TBt OF RAIW LANDINCa. 15 ��ACE OF � a1Fi� T'PE 6. 8T0.TIOH MIO OFf3ET CJUlOUT a CAI.LOUTTO TF� CENTSt� R/11Yi+ lA�q�i.�E � 3TATION NA OFFSET �RUCT MODIRED CURB RAA� TYPE D. S� 9 STATION AND OFFSET 18 CAl10UTTOTFE(�IiBtOFRAIAP. �� r=a VHBF1f .�rG1tF ,„�„ „�,,,� �� CH�H f LL. -- ----- - -- °'r �� •'3� � - 3� � .. � �x�l•',� �- I�� ��, r � s END CUR6 AND GUTTER (IAA1 END �1MALK END FUI.L DEFrH PAVB�AFM MAT Q PAVEMEM � 1 PVD-0 ,� dIY■ �M�� W� 8 CURVE DATA CINiVE # D6.TA R T L CURVE C14 83'�8'�" 35.OU 31.39 51.18 CURVE C15 129'43'BO" 35.00' 74.98' 79.2T CURVE C18 &f'49'37' 24.00' 15.53' 27.ST NOTES: 7. WFEB. ST�. SEE DETNL � PVD-1 STATION APD OFFSET CALLOU7 TD THE CENTER OF WFEEL STd+ 2 FIXED BOLLARD. PER WSDOT STAPDARD PLAN M-002601. STATION AND OFFSET CALLOUT TO T11E CENTER OF BOI.LARD. 0 N O 20 a0 80 �� aw....c�....� � w��n�c..�n�n SHEET 34 of 92 AO it11-119 DWG PV3 ALIGNMENT AND PAVING PLAN o�rE FEe. zo+s � w mk a ¢ � x i e I 7 � � _ � _ �I � � ,; �i � Q 0 � � - -- -- _-- � __ o __ o- ' --- i� iI —_—____,��____ ^. �� � aC - �N� 333±�0 .w 6 ---r- �% —�- � O.^ � � _� �� ` � � Y/ + N — M M Q �- � T.21 N. R.3E. W.M.BR ;� i _ �: � - SW 336TH ST _1 �y �. I� y�: � . . 1J • _ • . . . . _. . .. .. ' .. ' . ' . . .::: _:_ . . . ,_ . . ,... . . � � � � - _ _' 8 � _. . ._,,_. ., - .... _. __ _ / CONSTRUCTION NOTES Q t ir�sr�u �ux� c�sr�r �rn r-ouronraN aeR r-�oEr� w�r sn►wwRn nw�NnNCS ra. aas AW 315C. SEE SPECW. PKOVISiOl6 SECTION 9 2&7A FOR SHtVICE GBMIETS. COORDMIATE Wfl'H PIX;ET 90U1� 9rERGY FOR ELECTAICNL SERVICE OONNECTiON. �E SPECIAL PRONI3101L4 SECTION6�3(10) 2 MISTALL NBrA 7S2 P14 CANTROLLER CJ1&PET AND fOl�11T�ON PER FEDERAL WAY STMIW�tD ORAVNNf�S NO. 3i38 AND 3i5C. INSTALI SIGNAL ()ONTiaOUER AND IAUOIWtY CANTROLLER AW CA9INET ECwP1iENi PER �EqAL PROVIS10tr8 �CnON 9-?9.73. 9. INSTAII lAil�IiB�tllPfIBLE POWER SUPPLY/BATTERY BAqCUP SYSTEM CABMET AND FOIN�DAT10h PER FEDENAL Mb1Y STANDAAD IXiA1MNG3 !q. 3�S11111� 3�SC. BATIERY &4qQ1P svs� � sw�u ee r�soo rnn��c Nao�. u aes as �araoveo r�uu. s� sa�cu� Pfi0111S10NS SECTION 949.�2 FOR 8A7T6tY 811CINP SllSTEM REOUIREMENfS. ♦. INSTALL.RINCTION B�7C OF T?f TYPE SIiOYYN ON T!E PLAN. PER W�OT STANDAF� PIAN J�O.tOd� JJ0.9D02. OR./80.1001. ' 5. REMONE F70STING CdNTROLLER G81NET. FOIpiDAT10M. MD ALL HARDWARE RHAOVE E)OSTN�Cs OODDIAT AtO 11NPotiG. a R�o✓e a�nNC s� PaF. r-0u�►naa, N+o �u w►aowu�. r�►� �asnNc CONDUT AfAMARMiG. �. �ov� aasnr� �rs.uwcnan ewc. vxwwG. � ooroour �os. B. EIOSTING TS.AAiCfION BOX TO R9iNN RBiAOVE DGSTING LOOP 1MRES AND LOOP LEAD�ti c�. ciwu�re�woonv�cw�o oo►+ours. 8. £]OSl'lllCs.lU61CT10119�(TO(iENAN�L , GENERAL NOTES 1, /WY MEA pIST71�ED OUT$tpE OF TWE CONiRACT YNLL BE tiEPA1RED MD RESTOREO MI KII� AT r!f CABT OF T1E OONiRACTOR CONTRACTOR TO APPLY ALL NECESSARY NEI�SURES TO PHOTECT E7aSTMG GTiCH BI\4N5. � SIGNAL POLE NOTES Q t msrui Fourn�r�on� iwn Tvr� ix coM�w�non s�cwu �wo upmr�c sr�NOUSO nnn+� IO-FT MAST ARM. NOUNT VEHICLE MEADS N0. 31. 3Z 81. MID BZ EMERGENCY PREEMPTION DETECTOR'O' AND CONFIRNATION UGhR. AND SIGNS NO. 1 MID � ON MAST ARM. MOIM� VEHICLE tiEAO NO. 83. PEDE5TPoAN NEAD N0. 9B. PUSH BUTTON. SIGN N0. 8 AND TERhNN11L CABNrET ON SIG'NAL POLE II�STALL LED RMOWAY LUMINNRE AND VIDEO OETECTION CAN6tA 'D' ON ARM ATfACIM1ENr. 2 INSTALL FOUPDATION AND iYPE 1 SIGWLL STANWIRD. MOUMT VEHCLE MEAD NO. 5?/OI.B, PEDESTRYW HEAD NQ B8. AND PUSN BUTfON ON SIGNN. POLE 3. INSTALL FOUPOATION IVm 11/PE IN COA1&NATION S16NAL AND IJGHTING STANDARD YNTH A �O�FT MASTARN. MdUNT VEM�IE MEADS NO. StlOLB, 21, AND 22, EMERGENCY PRE9JFTION DETECTOR A' AND COPFIRIMTION LIGHT. MID SIGNS N0. 2 AND 5 ON MAST ARN. NOUNi VEIYCLE f�AD N0. ?3. PEOESTRUW HEAD NO. BD. PU&1 BUTTON� AND TERMNAL CABINET ON SIGWIL POLE. Ni3TALL LED fiQ/�DWAY LUMWURE Afm VIDEO DETECTION GRNERA'A' ON MN ATTACMIENT. ♦. IIiSTALL FOUPDATbN AND TYPE 1 S16NAl STANOVIRD. IAOUMT VEMCLE F1EAD N0. 73. PEDESTRUIN tIEl1D NQ 2a. AtrD P�1 BU7'fON ON �GPULL Pd.E S. IWSTALL FOU4DATION ANO TYPE III CdJ&NAT10N SIGWIL AN� 11GHTINCi STMDARD VNTH A IO�T NAST ARIA. MOUHi VEf9CLE NEADS NO. 41, 42, 71, AND 72 ENEiiGENCY P(�EMPTION o�croR s� �rm ca+Fx�w►nar ucrrr. �wo s�c,�s ra. ��wo a or� Mnsr �a. ►eour�r ve�c� r+�o ra. w�. �oesrauw r�o No. �s. PusM stmoN. aro rEr�iwu c+�n�r a� SNsNAI POLE_ MISTALI tED RO/�N�Y WNt WURE AND VIDEO DETECTION GMERA'8' ON ARN ATTAQNBiT. a. irsr�u Fa�nonTaN,wo 1v� i sir�u srnr�o�ao. �r verncxe n�o ra. �aau, �oESnwn r�o No. sa �u+o �sn eurrar� oN s�c� �. 7. IN3TALL FOlNDJ1T�ON AND TYPE IB COAABINATiON SM�W1L AND UGHTING STANDARD VNTN A 4GFT NAST ARM. MOUHf VEHICLE FIEADB 1�.1 VOIA. 61� APD 82 ENEIifeENCY PREEMPTION DETECTOR �C' AlID CONFIRWTION LKiHl. AND SIGNS N0. 3 M� 5 ON MI18T ARN. MOUtiT VEMCLE FEAO N0.89. PEDESTFMAN MEAD N0. �6. PUSM BUTTON, APID TERNIWl1l CABaETON S161WLPOLE.INSTN.LLED�YlJJMIWIIRE AlDVIDEODETEC110NCAMERA'CONARAA ATTACFNENT. & II�TALL FOUpDA710N MrD TYPE I SKiNAI STANOARD. NOUNT VEHICLE FIEAD NO. 33, PEDESiR1AN FEAD NO. 68. Al�q PUBM BUTTON ON SYGNAL POLE. ; ���v: � � 7 LINE TO D � z I ; J Q �m � H ,� !� 9 N gl �� � i l�� � �� . dG TS-10 \ \\ ;' ' ; ' � � II II il ; ,11 ����� � Z s ' 1 '' , ; � - � j \! i `� � . :� „ !\ ��� � / /\,\ 1 / � \ / � � � 4 �s I � ! ,_ S �Z : � ��� ���. � � � � _ �, Z �� 0 _ ::o � U � —� �----�}� � ____� 1 33 Q __-�_�_ -.-._�_�,._.. , ' � 7� - ____ _:__...-- _ _._ ____ __ _. _ 3 O � — + � � � FO - --- --- FO ---- Fp .: Q 1.:% . . � _.._ : �.� � � C-BUR C�U i v r v Q `' � � 9 �� � 6 „ ! ,s , ' � 4 : .., - _ �____ �: . 4 10 7 I." 7 c � ' . ' p - 8 � . ��. i p n '- + % � , , � �I_ ' 8 � � B 208+80 MATCH TO DRAWING TS-14 � . 1 VIDEO CAMERA EMERGENCY VEHICLE DETECTION SCHEDULE PREEMPTION SCHEDULE CHANNQ PHASE CHANI�EL PHASE A 02, �i A 02, 05 B 04.07 B 04.07 C 01. H6 C 01. 06 - D 03, 08 D 03, 08 SIGNAL DISPLAYS R e �r �.Fo RQ�r�o Ye�r�o Re�r�o Y p�r tFO � e�r �o v e�r �o � nLL �o ap�r�o cg�r�o �e�r�o VEFNCIE HEAD NO. VEFMCLE HEAD NO. VEFNCLE HEAD NO. �� 21. 22, 23, 41, 42, �3 11/OLA, 12/OLA 31, 32, 33 2a �. �. � 61. 62, 63. 81. 82, 83 51lOLB, S1/OLB 71, 72, 73 68, 6a �. � OISPLAY NOTES 1. ALL YEMICLE HEADS SFNLL BE 1NNCF1 LED WITH 8ACl6�lATE3 VNTH 2aNCF1 REFLECTIVE � 80RDERS AND TUNI�I VISORS. INSTALL VEHICLE ►1EA03 N0.1?IOU4 33, 5?lOLH, AND 7S YYITIi TYPE O MOUNf. MSTN.L VEWCLE FEADS NO. 23. �3� 83� MtD ffi WITM 7YPE K MOUNTS.II�TALL ALL OTHER VEMICLE HEA03 WITH TYPE N MOUNTS. SEE 3TM�ARD PLANS J-75.10-01 AND J-75.2Q00. 2 ALL PEDESTRUIN FiEADS SFUILL � LED MANDIMAN COUPITDdWN. INSTALL ALL PEDESiRU1N FiEADS WITH TYPE E MOUNTS. SEE STANOARD PLAN 120.780Q SIGNAL PHASING a. = e2 ae = as * 03 ANO 07 SHALL OI�A.Y RUN LEAD1qG -� PROTECTED MOVEMEIYr N - s PERMITTED MOVEMENT O f.► PEDE3TRIAN MOVEIY�M 0 20 a0 60 1•=�0" ��L . /vJ'�J � �.��.uwV rWl M�IG JI�dWN rWl IIMC: �I:JOAM � � � � � � 0 0 � � I.... . . .. . 2 3 � 4 T.21 N. R.3E. W.M. � � � ,% '. CV +�... � / � \ a � • ..... , . � �— _......_ � " ° � _ __ . _ . : _ i/i ----"'— H Z I i-_. . ... � � ^• . 3 f � y —�- 3T1 � y � 42 1 y ?43� � t � ' _ — U = F.. — Fo - _ � � F� �---�- c _ _ _.._ ... , -- Fo , ... � C�UR C : 8:. . _; : :, ,. M ,_ ,s8 7 y __.. _: Q I . , , ... _... �-, � � ' . � _ �3ii s ' w F Q yL r � r GENERAL NOTES LEGEND 1. SEE DRAWINGS NO. TS-12 TO TS15 FOR SIGNAL INTERCONPECT PLANS. -- CANDUIT AND WIPoNG �j W�MIG MO(E 2 SEE ORIIWINGS NO. CH-1 TO CH-7 FOR CFMWMEUZAiION MID SICW WG PLANS. �►W � O CONSTfUJCiION N07E 3. 3EE ORAWINf�.i NO. Il-1 TO IL3 FOR IUIM�IATION PLANS. O&FT ROIN� LOOP DETECTOR � JUNCTION BOX 7YPE�1 t. CONSRACTOR SWLL.L NOTIFY Tf�E GTY OF FEDERK WAY TRAFFIC ENC,�RA MIPMNUM OF FNE NIOW(MiG DAYS MI AOVANCE OF PAVEMENT RENONAL OR JUNCTION BQ1C 1NORK CONTRACTOR SIiALL I�EP EJOSTM�G s� srsrer m oPEw►raN occ�r ouaiNC a�a�ov� ro � wEw hnwNC nno rw�F�c �ooPS. wwcH sw�u oocuR wr�� � uwFOauEO Paace oFFCeR �s ou�cnroo rw��c. nn� Fai � cru►►�c�RS sw+u se cooROiww��o vwni r►� ciTr oF Fm�u w�r �►ro Ka+c co�wn ro wu�� p13kUPT10N TO 7RAFfIC. �E SPECIAI �IONS SECTON &2R3 FOR OONSiRUCT10N RC4UREMENT3 AND SECTION &20.3(14� RE6AROMIG EXISTNG TRAFFIC LOOP3. S. ANY AREA qSTIAIBED OUTSIDE OF TFE CONTRACT YYILL BE tiEPAYtEO /U�D RESTOflED IN IO�D AT TFE cosr aF rr� ca+rn�crott ooHrw�croR ro,�a�r �u necess�r a�wsur�s ro r�aorecr �asnric CATCM BASpi3. a. ca+rrucroR ro v�r � rr�r� ��asr� �Fic .x�NCnar e�s,�w caaouirs wESr oF een+ �ve sw. iF ousnNC rru��c conwurr nrm ruNCrar� eox oasr: x�atrE nov�o �.00P vv��. sPUC.� IN JUNCTION BODC C. ST01� K WHITENOUSE N.2t1A�0 �nana r�..wr�+ wo. owrE �000�ouaa R�ns� er 1'=� VERIFY BGUE BM �s ae �on awa�o+�c. o��,- S 8 N � � �� Z 1 � �—�T45f00 y � �� � ------ —• ___ I2 CONSTRUCTION NOTES � INSTALL 6-FT DIAMETER ROUND LOOP DETECTOR PER CITY OF FEDERAL WAY DRAWING NO. 3�4. � INSTALL JUNCTION BOX OF THE TYPE SHOWN ON THE PLAN, PER WSDOT STANDARD PLAN J-40.10-02 OR J�0.30-02. Q REMOVE EXISTING'TS' JUNCTION BOX, WIRING, AND CONDUIT ENDS. Q REMOVE EXISTING'TS' JUNCTION BOX AND LOOP WIRES. DISCONNECT EXISTING LOOP LEAO-IN CABLES AND PROTECT. CAP AND ABANDON VACATED CONDUITS. Q EXISTING TS' JUNCTION BOX TO REMAIN. REMOVE AND REPLACE EXISTING LOOP WIRES AND IOOP LEAD-IN CABLE. CAP AND ABANDON VACATED CONDUITS. Q EXISTING TS' JUNCTIOtV BOX TO REIIAAIN. DISCONNECT IXISTING LOOP LEAD-IN CABLE(S_j AND REMOVE EXISTING LOOP WIRES. SPUCE NEW LOOP WIRES WITH EXIST�NG LOOP LEAD-IN CABLE(S). Q EXISTING JUNCTION BOX TO REMAIN. Q EXISTING CONTROLLER CABINET TO REMAIN. Q EXISTING SIGNAL POLE TO REMAW. - U _, �Q Fo , , � — — — -�rRUR�. � + � __ Cri _ ' � � WIRING NOTES �INSTALL 24 COUNT SINGLE MODE FIBER ANO GROUND WIRE IN NEW 2-INCH CONDUIT. RELOCATE EXISTING 6�AIR INTERCONNECT TO NEW CONDUIT Y , � :, .•.'. .'� � 21ST AVE SW AT SW 3367N ST INTERSECTION S�ET �B of gZ �� � ACa r11-119 CH2MHILL. T� �� � W� TRAFFIC SIGNAL MODIFICATION DATE FEB.2013 SW 336TH ST AT 19TH AVE SW P�+.2.,5, � � _ � � � �' _ � U 0 �Z3 `w �� em �° 00 �_ _< OZ f rU _ ' __J N � O 0 50 100 150 ��too• � � N ( f1I `; W I-�- ( Q Z i-=- � "" � -- = = T.21 N. R.4E. W.M. 5 LEGEND Q WIRE NOTE Q CONSTRUCTION NOTE � TYPE 1 J-BOX � EXISTING J�OX ---- PROPOSED CONDUR - - EXISTING CONDUIT ` CONTINUE CONDUIT � C�ITROLLER CABINET -- — RIGHT OF WAY -- -- -- � --�' -- SW 336TH ST � _. FO I ,�, A-LINE � � ,, — ''�'" � - � � _ � '��. �° \ U � , . � _ -- �r-- — \ Q '" � '-' — — — — — ..._ _ _ -��: � ------- —���- -.�`_ � .F � + , , , �\- � \ �� J M � ' `�. � ,`\�//O Q + �(/� � WtT � � � -�� -- •- -- __ _ g�� �i ' SW CAMPUS ST ��\_� �� � ��—� � � A—LINE � � � � � �� � O - cn _ . _ _ . _ _ _ . •--,T-,�,,.,._ �.... _ - ��Q_ _ _ � - — -- /� � 0 so ,y,00• REFER TO 10TH AVE SW INTERSECTION DETAIL FOR DETAILS � S �+ �� , ,o,,.;a,�� G1` ���P� �X�O ��� Q' � � � � � N � � � � q --� Q � F- Z U Q �� ( I 4 g z 3 t � ; � , 3 3 � /''� i /Z'l �► s WIRING NOTES QINSTALL 24 COUNT SINGLE MODE FIBER AND ' GROUNO WIRE IN NEW 2-INCH CONDUIT QINSTALL 24 COUNT SINGLE MODE FIBER z IN EXISTING 2-INCH CONDUIT QINSTALL TWO 24 COUNT SINGLE MODE FIBER 3 IN NEW 2-INCH CONDUR QINSTALL TWO 24 COUNT SINGIE MODE FIBER ° IN EXISTING 2-INCH CONDUIT CONSTRUCTION NOTES O, INSTALL TYPE 1 JUNCTION BOX; SEE WSDOT STANOARD PLAN J-40.10-02. O INSTALL NEW 2-INCH PVC CONDUIT INTO EXISTING JUNCTION BOX Oa INSTALL CONDUIT BY BORING INSTALL FIBER CABLE THOUGH EXISTING 0 JUNCTION BOX REMOVE EXISTING'TS' JUNCTION BOX, OO WIRING, AND CONDUIT ENDS. INSTALL FIBER PATCH PANEL AND SWITCH IN OO EXISTING CABINET, TERMINATE FIBER IN PATCH PANEL. GENERAL NOTES 1. UTILITY LOCATIONS ARE NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL LOCATE UTILITIES PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE WORK TO AVOID CONFLICT. 3. CONTRACTOR TO PROVIDE FIBER PATCH CORDS TO CITY MAINTENANCE STAFF TO CONNECT TO CONTROLLER FIBER MODEM. 4. JUNCTION BOX LOCATIONS ARE APPROXIMATE ONLY AND SHALL BE APPROVED BY ENGINEER BEFORE CONSTRUCTION. MINIMUM SPACING BETWEEN JUNCTION BOXES SHALL BE LESS THAN 300 FEET. 5. ANY AREA DISTURBED OUTSIDE OF THE CONTRACT WILL BE REPAIRED AND RESTORED AT THE COST OF THE CONTRACTOR. CONTRACTOR TO APPLY ALL NECESSARY MEASURES TO PROTECT EXISTING CATCH BASINS. 6. ALL JUNCTION BOXES NEW OR MAINTAINED SHALL BE PLACED AT FINAL GRADE 10TH AVE SW INTERSECTION DETAILS NO7 TO 9CJLLE hIIENAME: APS-iS102 424151.W+p PLOT DATE: 3/19/2013 PLOT TIME: 12:32 PM 0 rc � � < � � � e � -r ��< � ��- .; s � � � h�� � �/� '��'��, � �.`� ��" � f � � � � �''� �a:'� � �;�'�' � �, / � � .°` , � ' -. �. � � � -z � ��� � � � �� ;� � �� �. . r :: � � : � (,.' ` .. � � � � � � � �'� "�..< , � I— . � a, . � � � :�� � �/ � � I �� c O j ��,. � � �� � MP�� � � �� � c.=� ° 5�1`� GP �- � � � � � , � � � � � �_ ��� �<� � z - -� _y , , sr _ _ � , , � _ �:: F . . _ � � , � �: : � � ` r� �, I'° °�" � - . � # ( `LI� 4 4 � �_ � �'��� -� :� �<�� , ��' � _ 2 o so �oo iso , �=,00.. ( I_ W � � p0 Z m o a U � � � _ oU o~ Q � � D 3� T,21 N. R.4E. W.M. � � W � m Z O��U � 2� U o ~ O � � ' � C/) � � a I O �---9 2 H � � SW CAMPUS DR / ' � '; a - �'-- ---- - �----- a�---� j � --- � � 6TH AVE SW INTERSECTION DETAILS NOT TO SCALc � i z i i �_"_J"— �' � z � � a I � � /'� � � � - k �= �:. :a��:. - � ,. LEGEND I WIRING NOTES � WIRE NOTE Q INSTALL 24 COUNT SINGLE MODE FIBER AND ' GROUND WIRE IN NEW 2-INCH CONDUIT Q CONSTRUCTION NOTE Q INSTALL 24 COUNT SINGLE MODE FIBER IN EXISTING 2-INCH CONDUIT �x� TYPE 1 J-BOX /� INSTALL TWO 24 COUNT SINGLE MODE FIBER / ' � IN EXISTING CONDUIT �I EXISTING J-BOX INSTALL TWO 24 COUNT SINGLE MODE FIBER ---- PROPOSED CONDUIT � �N EXISTING CONDUIT, MAINTAIN EXISTING 6-PAIR INTERCONNECT — EXISTING CONDUIT INSTALL 24 COUNT SWGLE MODE FIBER mc CONTINUE CONDUIT Q IN EXISTWG CONDUIT, MAINTAIN EXISTWG � CONTROLLEft CAB�NET 6-PAIR INTERCONNECT — RIGHT OF WAY CONSTRUCTION NOTES Q INSTALL TYPE 1 JUNCTION BOX; SEE WSDOT STANDARD PLAN J�40.10-02. Q INSTALL NEW 2-INCH PVC CONDUIT INTO EXISTING JUNCTION BOX Q INSTALL CONDUIT BY BORING Q INSTALL FIBER CABLE THOUGH EXISTING JUNCTION BOX Q REMOVE EXISTING'TS' JUNCTION BOX, WIRING, AND CONDUIT ENDS. Q INSTALL FIBER PATCH PANEL AND SWITCH IN EXISTING CABINET, TERMINATE FIBER IN PATCH PANEL. Q TERMINATE NEW FIBER TO EXISTING FIBER PATCH PANEL AND SWITCH IN 3 � EXISTING CABINET. /�� O TERMINATE NEW FIBER TO EXISTING FIBER PATCH PANEL AND CONNECT 4 EXISTING FIBER TO PATCH PANNEL THAT RUNS TO SR99. GENERALNOTES ' WINCO 1. UTILITY LOCATIONS ARE NOT SHOWN ON THESE PLANS. CONTR,4CTOR � PRIVATE SHALL LOCATE UTILITIES PRIOR TO CONSTRUCTION. � DRIVEWAY � � n- N Q OU � � � � '_ ` x � �E,�� �� ' � � WINCO DRIVEWAY INTERSECTION DETAILS � ' �� 'z-.�� NOTTO6CALE 'F.r . �Rur}�- >'...�:�'�w . . , . . .� .., ; _ ,. � �.° , ,. u . 5�348Tl�:��f �� �:. ,���: 7� ,. � �-�- �, � � ' �' � _ — — — -- - � — -- — -- -- -- -�—�--. "��/� /'� ° � � � � , i --�___.�. s � -� - ' . '��"�=: , . , <. , # ��:LL � �,� �.� � SW CAMPUS DR _� J ..5� Z ,� Y?. �� � X . a�� � .:� i+.3t�.,, � y . "�. „- _.�a ,_y. .�,�.-� - _ � �'� a',��.=.� - 8 � z QTH A\/F S INTFR�FrTII�N `'� o so ioo ,so r=ioo�� � W Q � � � I /� � -� � � � � S 348TH ST I 5 --- � '�Z/ N (�' m ° O 1 ST AVE S INTERSECTION DETAILS NOT TO SCALE 2. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE WORK TO AVOID CONFLICT. 3. CONTRACTOR TO PROVIDE FIBER PATCH CORDS TO CITY MAINTENANCE STr�FF TO CONNECT TO CONTROLLER FIBER MODEM. 4. JUNCTION BOX LOCATiONS ARE APPROXIMATE ONLY AND SHALL BE APPROVED BY ENGiNEER BEFORE CONSTRUCTION. MINIMUM SPACING BETWEEN JUNCTION BOXES SHALL BE LESS THAN 300 FEET. 5. ANY AREA DISTURBED OUTSIDE THE CONSTRUCTION AREA WILL BE REPAIRED AND RESTORED AT THE COST OF THE CONTRACTOR. CONTRACTOR TO APPLY ALL NECESSARY MEASURES TO PROTECT EXISTING CATCH BASINS. 6. ALL JUNCTION BOXES NEW OR MAINTAINED SHALL BE PLACED AT FINAI GRADE 7. MAINTAIN FIBER INTERCONNECT EAST OF 9TH AVE S. CONNECT TO PATCH PANELS AT 9TH AVE S AND SR99 CONTROLLER S. 5 _ — — __ _ I — � �'. — — — — _� � � I s �s S 348TH ST � i w e N . Q ° 5 O I � 9TH AVE S INTERSECTION DETAILS NO7 TO SCALE RLENAME: APS-TS-103_424151.dwg PLOTDATE: 3/19/2013 PLOT iIME' 12�28PM 0 � � � a � � � e` 1 2 � oF wnu. s� �ranp� wnu PROFILE3 SHEET FOR WALL f3EOMETRY ��� v� � �v�� c� urur � Y-0" � GRADE AT B�ASE OF YYM.L � FlNISNED GRADE � AT BASE OF WALL 8' : i, ,, � .; .,: i BOTfOM OF WALL, SEE RE�AINING WJW' �OFlLES FOR WALL GE�METRY SECTION M. aax� K VYFNTEHOl�4E 8. �IMC �I. JOFIISON 3 BLAGK VINri (�ATED CHAp�I W�IC FENCE FOR LMKT SEE RETAWING WALL PROFLES 3FiEET D 1 .:o. r - — nor�wovEn �EarExre.e r� ur�� cHOtn-ro nrtaw� GRAVEL B�I(FILL FOR WAI-l. SEE NOTES 1 AND T 4' DU1 PERFORATED ��� (SEE NOTE 3) � 8` CONC LEVELING PAD MODULAR BLOCK CUT WALL �11 � — NOTES: t. BRCKFMl UP TO TF� TOP OF WALL ELEVATION 9}W18E'GRANa Baq�1,1 Fat WALLS AND IS MIdDENTAL TO TFE WALL CON�lCTION. FLL ABdUE TOP OF WJ11.L ELEVATION SW1ll BE (iRAVa �1N. 2. ALLOW ROOM FOR TOPSOIL ON FMrl�i (iRADE VIR� �. 9. /1LL WALL INIDERDRANO PIPE TO BE �NNECT� 70 SR�cET STORM DW W SYSrEM Cd1TCF1 BA�11AI�fF18' PVC DRJIIP/ PIPE AODBIDt1M1@ 4 5 � g RETAINING WALL TABLE B�K � PAVING PIAN WALL PROF�E wnu. w� �� wnu Tvae cvr�iu coAr� cru� pvr� orrc uruc F�e, rv� e � � �-� 2s3 neo�u�nR e�ocx cur vv,z wa.� �-aa tn c� cur av-z wr�� L-28 12?1101 CIP/MOpULARBLOCK CtIT py-Z yyprl L3 6�3/196 CIPMiODUTAR BLOL�C CUT 228 PV-2 TO PV3 Wi47 L� 247 CIP CIfT 73 PK3 Wp,2 �a 3so cw cur s+ Pva wR z �-s 3ao Monu�oa s�oac cur Pva wr�.z L-7 39 CIP CIIT PV-7 YVR-2 TOTAL 24� �{ GENERAL NOTES: 1 1. FOR MODIRNt BLOCK RETNNING WALLS SEE DETAL � R T W/LLL AREA AND DESiGN HEIGHT ('h') SHALL BE MIEASURED FROM BOTTObI OF BLOCKS TO TOP OF BLOCKS. WALL AREAS IN TABLE ARE ESTMAATED FROM PROFILFS. ACUTUAL PAYMENT Wq.L BE BASED ON FIELD AAEA3URB�NT3. 2 FOR CIP RETAINING WALL, WALL AREA ARE MEAStMED FRpM T� pF WqLL Fpp71NC,. WALL AREAS IN TABLE ARE ESTIMATED FRdYI PROFN.ES AND ARE FOR INFORMATION ONLY. ACTUAL PAYMENT FOR CIP RETAINMIG WALL WLL BE PND UNDER THE UNR B� �s oF -cor�c. anss +000 Fort �raNm►� w�•. sr. �F. aat Fat wau• nn� -cw►vr�. eaa�� r-oR wa.i.•. I AI4Q1=8"� 1'YP 3e io � _ LL 3 u U � : � s' e^ ��a��� �no�� �� ��� TYP 1'YP ���T�- � � � � � — � I I � � r ' — � I I �� � ��►� � 1_1_ _ J__l �- A,S.IYP PACE OF C� RETAIPNWC> WAIL � �-.�Ci� RETAINN�It', FOOTING z�� �— c�� c�t�rrr 81DE�NALK CIP RETAINING WALL FOOTING OPENING FOR LIGHT POLE FOUNDATION � NOTES: ,. ucFrr ao� Four�a►n� sHOUn ee ca+srra,c�reo PwoRro r�r�wa�. Foom+c3. casr r��c w�u Foornu3 a� uc�r aaF FouNUntan. v�r SCALE � � wo m.��s '"`°°"'°'°" ��H��-� j� �I Wi� RETAINING WALL DETAILS CpB�YR01Y1M10. o—r f11.ENAME APS-WRD-0Ot 1�11St.dwp PLOT QATE 3Ng/lpt3 sr�Er e� �r s2 WRD1 DATE FEB.ZOt3 �'424151 PLOT 71ME: 3:31 PM a � c � � � � e .. « • « - � -,. �• - �.. .-.. �.-� . � .- . . � �„ . - . -.-. � .: , - .. .. '•••• . • - - .;.;.;:;:; - •�•�' ..... - ., . . .. . . :.•.% � .-� �.�. �,�i . ;::�.�..�� �. . � �� � � • • • _ � � •. • ❑ � •�•�• ' •� _ , ► R�i • • �� 1 �,• ••�•I' •�� � � ►��������� � •�1�� - • • • • � _ � • • � • _ ' « ►�: : %///////////////////////,%i:�//////////////////////.%%/ ►'�'�'='�' - . . �i�i� ►'��.=I-1����'�'���'�: I:l��'�`:i f�/��-!'1'*'�ie'{�' f`r �.. «� �i�������� [ • • r. . � �.�. � i. � � � i� � � . � � � , � � � � , • • '.� • •-.� • •-e • • :�=:�=�=� • �^ • � .�. • •-.• • •-:• • •• ���������\ �:,:�: i�• s ��• ������s �,�,�„=� ��� � � �.��������� �.n���� ►•.•.•.•.. •� '� � :.• .�. .� -,�. .�. .� =.�. .�. .� �.�'-.� �.� =.�. .� .�. • • .�. .�. .� -.� • • -.• •�. ,� . • �• • y �� 1� 1� �� 1� � •,. ' •� •i �' ' � � 1�� � � �� �1'*j� .- . , ���������� ► •.. r � ♦ r��������� •����' ,� ����I���I� . �,- M•� • . . ,. .- s'��� - ►����a���� -� - ❑.� .. � . .;.;. % f �� J'O ..•.•.•.•. .,.,. � . .,.,.,.,., :;:;: �� � O�,i�i' , � ' '''''''''' ' ' ' _ . ;.;.; � . ��� ti O� - .••••••••. . � . .;.:. ��D�� r � �� �� ��!�� .:.:.:,:•: %`��' � �.� -- - I��%dll.clix� I1. i►.�����.�/.l.Ji � . , �;�,�,�;�; . -•-•_ ,. . . . . . - :-:•: � ;:..•,•.•, . .;.;. • •••• � :��. . � � •. -.• �. ,•.� . . .•,.:. ,•.• • .�, - ,...,.,... . , � ' ..... j�,►�j ��,�'I'�-� .� r o ����� % �/�� • •- ��"c"•. �. � _ . r ' _ • � • �' � � • '• � � � � � � � - 7 : w� �. �. � , . ♦ � � � l I � � ■ � � � �� �� � � � � ����� �� �� � � � � • � � •" �I�I� '"�� •�1�/ ♦ � � i • •�1�� :: ��. i�i�i y •~ •- . -� , � � . � . . . . : -. ����� - �..�. �, � � . ����� . - - .'••• � ' - •-•'. . . ��;�a . �•: �� - %�/���� .�,�. � ❑ r • n � • •� �- r'�• r• ❑ �, . �'�... � - -�. yi-� � � � - . o- � � � � : � � � � i <,r"'.�.�!R ."'!�!� � �-�. � ��- � ' � f � � , ` � : C�!�'!;!�!nr*� _ �5� �,�_ ' �� - � .���'i y, " . ' � ° : "'-=� �C'� OG'�� � . � 21St Avenue SW at SW 336�h Street � Intersection Improvements Project RFB 13-103 ' Addendum No. 1 March 12, 2013 ,� ATTENTION: All Bidders and Planholders You are hereby notified that in Addendum No. 1, the Bid and Contract Documents are amended as follows: �� C� � B. � LJ 1 ' ' ' BID SCHEDULE RepIace Attachment "C" Bid Schedule with the attached revised Bid Schedule. The bid schedule was revised to reflect the following: • The unit quantities that were less than one whole unit were munded to either zero or one. The revision shows the correct unit quantities for those items, specificaIly clearing and grubbing, amount prices and incorrect extensions were erroneously placed in most of the bid unit costs. These were removed leaving only those identified items with unit cost and extension amounts included per the Special Provisions. SPECIAL PROVISIONS Replace Section 2-01 of the Special Provision with the attached revised Special Provision to clarify the unit of ineasurement. 2-01 Clearing, Grubbing, and Roadside Cleanup 2-01.3 Construction Requirements 2-01.3(4) Roadside Cleanup Section 2-01.3(4) is supplemented with the following: (January 5, 1998) Clearing and grub6ing shait be perFormed within the limits shown on the plans. 2-01.4 Measurement uClearing and Grubbing" will be measured by the acre. No specific unit of ineasurement will appty to the force account item of °f2oadside Cleanup". 2-01.5 Payment , Payment wifl be.made in accordance with Section 1-04.1, for the following Bid items when they are included in the Proposal: "Clearing and Grubbing°, per acre. ' �, � , The unit Contract price per acre or lump sum for °Clearing and Grubbing° shall be full pay for al{ Work described in this Section except "Roadside Cleanup". �Roadside Cleanup°, by force account as provided in Section 1-09.6. � ' Add the following Special Provision to Section 7-08.4 to clarify payment for backfill for pipe bedding 7-08.4 Measurement ' �**�**� The second paragraph of Section 7-08.4 is replaced with the foilowing: Gravel backfill for pipe zone bedding wi{I measured per the cubic yard. tC. BIDOPENING ' The bid opening date has not changed. All bidders are required to acknowledge receipt of this addendum on page 24 of the Bid Farm. Failure to ' do so may cause rejection of the bid. CITY DERAL WAY 1 'ohn R. Mulkey P.E. Street Systems Project Engineer , ' ' ' ' ' ' ' ' ' ' � Attachment C BID SCHEDULE CITY OF FEDERAL WAY 21" Avenue SW at SW 336`" Street Intersection Improvements RFB # 13-103 ADDENDUM No. 1 BID SCHEDULE A-21st Avenue SW at SW 336th Street Ali unit rices in Bid Schedule A shall indude a iwble sal� tax. ITEM ITEM DESCRIPTION UNIT APPROX. UNIT PRICE AMOUNT N0. NIT PRICE IN WORDS QUANTITY ���� ��u� CENTS 100U STRUCTURE SURVEYING lS 1 1010 AS-BU�T SURVEYAND RECORD DRAWINGS tS t 1020 LICENSED SURVEYING FA 1 E2.000-00 i2.000 1030 ROAQWAY SURVEYING LS t 104Q HElLLTH AND SAFETY PLAN LS 1 1050 FMSRE CLEANUP OF B�O. AND PHYSICAL HAZARDS FA t 52.500•OQ 52.500 10� TYPE B PROGRESS SCHEDULE LS 1 1070 MOBILIZATION LS 1 108U OFF-DUTY UN�ORMED POLICE OFFICER FA 1 511.000.00 511.000 t090 TRAFFIC CONTROL SUPERVISOR HRS 1.800 t t� OTHER TEMPORARY TRAFFIC CONTROL LS 1 1510 SEQUENTIALARROWSIGN HRS 11,520 t120 OTHER TRAFFIC CONTROL LABOR HRS T20 7f30 PORTABLE CHANGEABLE MESSAGE SIGPi HRS 6.200 1140 CONSTRUCTION SIGNS CIASS A SF 478 1150 FLAGGERS AND SPOTTERS HRS 1,800 2000 ROADS�E CLEANUP FA 1 55.000•00 55.000 ZQ10 CIEARING AND GRUBBWG AC 0.93 2020 HAZAROOIlS MATERIAL HANDLUJG AND DISPOSAL FA 1 SZ.00O.UO 52.000 2(}30 HAZARDWS MATERIAL EXCAVATIOM NJCL. HAUL CY 1W 2040 SAWCUTTING (ACP) SF 2.864 2p5p REMOVAL AND RELOCATIqJ � EXISTRJG PRNATE IMPROVEMENTS FA 1 55,000.00 55.000 206p REMOVAL OF STRUCTURE AND OBSTRUCTION LS 1 Z73t AVBiNIB SW 8t 5W 3:76UI S�t F�t ZOl'3 � � � RFB # 13103 ADDENDUM No. 1 Page 25 �. 1-� r ITEM ITEM DESCRIPTION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTM �LLARS DOLLARS CENTS CENTS 2070 REMOVE AND RESET BLACK IRON FENCE LF BO 2080 REMOVE AND RESET CHAIN LINK FENCE LF 80 2090 REMOVE CHAIWIINK FENCE FABRIC LF 175 2t00 REMOVE AND RESET OIL WATER SEPARATOR LS f 2110 REMOVE EXISTING CATCH BASIN EA 20 2120 REMOVE EXISTING STORM SEWER PIPE LF 160 2130 REMOVE, SALVAGE, AND RELOCATE TREE GRATE EA 14 2140 REMOVING CEbiENT CONC. CURB LF 715 215Q REMOVING CEMENT CONC. CURB AND GUTTER LF 2,839 2160 REMOVING CEMENT CONC_ SIDEWALK SY 3,108 2170 REMOVING PAVEMENT MARKING LS t 2180 REMOVING TRAFFIC CURB LF 1,297 2590 ROADWAY EXCAVATION INCl.. HAUL CY 4,165 2200 GRAVEL BORROW INCL. HAUL TON 60 Y210 GRAVEL BORROW WCL. IiAUI FOR JOINT TRENCH CY 269 2220 GRAVEL BORROW MCt. HAUL Fq2 TRENCH BACKFtLL CY 768 2230 SNORRJG OR EXFRA EXCAYATION CLASS A LS t 2240 SH�iMG OR EXTRA EXCAVATION CLASS B SF 8,i35 2250 SHORING OR EXTRA EXCAVATION CLASS 8 FOR JOINT TRENCH SF 4,340 2260 SHORING OR EXTRA EXCAVATION CLASS B FOR STORMWATER SYSTEM A SF 399 2270 STRUCTURE EXCAVATION CLASS A WCL HAUI CY 650 - 2280 STRUCTURE EXCAVATI�1 CLASS B IWCL HAUL CY 265 2290 STRUCTURE EXCAVATION CLASS B F�2 UNDERGROUND UTILfT�S CY 350 400p CRUSHED SURFACING TOP COURSE (OR BASE COURSE) 70N t,815 4070 GRAVEL BASE CY 20 ��N TEMPORARY PAYEMENF TN 300 5010 PLANING BfCUMINOUS PAVEMENf SY 21,822 Cily ar FeFie►ai Wey 21�Avenue SW � SW 33�h SheH Febuary 2013 �� RFBi13103 ADDENDUM No. 4 Page 26 �• �'� ITEM ITEM DESCRIP'TION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY ���� ��u� CENTS CENTS 5020 ASPHALT COST PRICE ADJUSTMENT CALC 1 52.000.00 52,000 5030 COMMERCIAL HMA TN 152 5040 HMA CL t W. PG 64-22 TN 1,174 5050 HMA CL. 1I21N. PG 6422 TN 3,452 SpGQ HMA CL. 12 IN. PG 64-22 FOR PRE IEVELING TN 314 5070 HMA FOR PAVEMENT REPAIR Ct. 1/2 IN. PG 6422 TN 500 6000 GRAVEL BACKF�L F�2 WALL CY 95 6010 STAIR AND HANDRA�, STA A 331+gZ LS 1 6p20 STAq2 AND HANDRAIL. STA A 332+48 LS 7 6030 STAIR AND HANDRAIL, STA A 334+5p LS 1 6040 STAIR AND HANDRAIL, STA A 334�90 LS 1 605Q STAIR AND HANDRAIL, STA A 339+25 LS 1 6060 ST. REIMF. BAR F�2 RETAWMG WALL POUND 78,8T8 6070 CONC. CLASS 4000 FOR RETAINING WALL CY 214 7000 REC�INECT EXISTMG MiSC. ORAINAGE FA 1 55.000.00 55,000 70t0 UNDERDRAIN PIPE 41N. DtAM. LF 655 7020 UNDERDRAIN PIPE 6 M!. DWM. LF 67 7030 DRAIN P�E 61N. DV1M. LF 725 7040 GRAVEL BACKF�..L FOR DRAIN CY 18 T050 FLARED END SECTION 24 IN. DIAM. EA t T060 SOL� WALL PVC STORM SEWER PIPE t01N. DIAM. LF 35 70T0 SOUD WALL PVC STORM SEWER PIPE 81N. DIAM. LF 75 7080 CL. V REINF. CONC. STORM SEWER PIPE 12 IN. D{AM. LF 752 7090 CL. V REqiF. CONC. STORM SEWER P�E 18 MI. DIAM. LF 623 7100 Cl. V REMF. CONC. ST�2M SEWER PIPE 24 IN. DIAM. lF 157 T110 DUC7ILE �ON STORM SEWER PIPE 12 MI. DtAM. LF 165 7120 DUCTILE q20N STq2M SEWER PIPE 8 IN. DIAM. LF 28 Gly ot Federal Way 21St Avenue SW at SW 336Ih Street Febcuary 20f3 � q��� RFB # 13-103 ltDDENDUM t�. t Page 27 �. 1-� ITEM ITEM DESCRIPTION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY ����� ���� CENTS CENTS 7130 TESTING STORM SEWER PIPE LF 1,900 7300 MANHOLE 481N. DIAM. TYPE 3 EA t 7140 MANNaE 60 Ik. DU1M. TYPE 3 EA 3 7150 MANHOLE 72 IN. OfAM. TYPE 3 EA 1 7160 ROUND LOCKING SOLID COVER EA 2 7170 RUBBER ADJUSTMENT RISER EA 2 7180 THROUGH CURB INLET FRAME AND GRATE WRH VERTICAL CURB EA 5 7190 VANED GRATE EA i7 7200 ADJUST CATCF+ BASIN TO GRADE EA 13 7210 ADJUST JUNCTION BOX TO GRADE EA f 4 7220 ADJUST STORM DRAIN MANHOLE TO GRADE EA 9 723Q CATCH BASIN TYPE 1 Eq . 2p 7240 AREA DRAIIV EA t T250 CATCH BASIN TYPE 2 481N. DIAAA. EA 9 T260 CONNECTION TO DRAINAGE STRUCTURE EA 6 7270 CONSTRUCT�N GEOTEXTILE FOR SEPARATtON SY 3,747 7280 FRAME AND VANED GRATE EA 5 7290 HEAVY DUTY MANHOLE FRAME AND COVER EA 3 7310 CONCRETE q�1LET Ep 2 7320 GRAVEL BACKFILL FOt2 PIPE ZONE BEDDUJG CY 285 7330 GATCH BASIN NJSERT EA 7 7340 STORMWATER FILTER A LS t 7350 PRETREATINEPlT UNR A LS f T360 PRETFtEATMENT UNiT B LS 1 T370 IEVELSPREADER EA 3 800� SEEDING AND FERTILFZMG BY W WD SY 640 8010 ONSFTE AND OFFSfTE WATER MANAGEMENT LS S Cily of Federal Way 215t Averrie SW � SW 3361h SUeet February 2013 ' � � RFB N 1�103 ADDENDUM t�b. t Page 28 ver. 1� ITEM ITEM DESCRIP'TION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY ���� ���� CENTS CENTS 8020 SEEDING, FERTILIZING, AND MULCHtNG AC 0.40 803E1 SILT FENCE LF 89 8040 STORMWATER POLLUTION PREVENTION PLAN AND PERMIT COMPLIANCE LS 1 8050 UNSURABtE FOUNDATION EXCAVATION, INCL. HAUL CY 500 8060 STABIIIZED CONSTRUCTION ENTRANCE SY 83 8070 STORMWATER POND EXCAVATION NJCI. HAUL CY 280 80� BIOSWALE SEEDING AC 0.10 8090 EROSIONANATER POLLUTION CONTROL FA 1 57.000.00 ST,00� 8100 ESC LEAD DAY 200 8110 HIGH VfSIBILfFY FENCE LF 2,875 8720 INLET PROTECTION EA 40 8t30 TOP SOIL TYPE A CY 73 8140 PSIPE PYRUS CALLERYANA'CHANT�LEER' 2-1/2" CAL EA 14 8150 SOD LAWN, INCLUDES 4" TOPSOq_ SF 18,4t9 8160 BARK OR WOOD CHIP MULCH CY 40 8170 COMPOST AMENDED SOIL CY 210 8780 REPAIR EXISTWG IRRIGATION SYSTEMS FA t a5,000:00 f5,00U 8t90 WHEEL STOP, PRECAST EA t 8200 PRECAST DUA� FACED SLOPED MWNTABLE CURB LF 1,923 82tQ PRECAST SLOPED bIOUNTABLE CURB LF 242 8Y1Q CEMENi CONC. TRAFFIC CURB AND GUTTER LF 2,818 8230 EXTRUDED CURB, TYPE 6 LF 500 8240 CEMEN'f CONC PAVEMENT APPROACH 3-0AY SY 352 8250 RAISED PAVEMENT MARKER TYPE 2 HUN 32 8260 BLACK VINYL GOe4�TED CHAIN LINK FENCE TYPE 4 LF 464 8270 REPLACE CHAIN LMlK FENCE FABRIG6FT LF tT5 82� DOk1BLE 14 Ft. CHAM LI�pC GATE EA 7 cKy m F� way 2f st Avenue SW at SW 338tl� Street Februery 2013 triersec6on knproveme� RFB 1t 13-103 ftDDENDUM No. t Page 29 v�. t-08 ITEM ITEM DESCRIPTION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY ��� ���� CENTS CENTS 8290 END, GATE, CORNER, AND PUIL POST FOR CHAIN lINK FENCE EA 25 8300 MONUMENT CASE, COVER, AND PIPE EA t 8310 CEMENT CONC CURB RAMP TYPE MODIFIED A SY 15 8320 CEMENT CONC CURB RAMP TYPE MODIFIED B SY 34 8330 CEMENT CONC CURB RAMP TYPE MODIFIED C SY 25 8340 CEMENT CONC CURB RAMP TYPE MODIFlED D SY 14 8350 CEMENT CONC CURB RAMP TYPE PARALLEL A EA 14 8360 CEMENT CONC CURB RAMP TYPE PARALLEL 8 EA 2 8370 CEMENT CONC. CURB RAMP TYPE A EA 11 8380 CEMENT CONC. CURB RAMP TYPE B EA 2 8390 CEMENT CONC. CURB RAMP TYPE C EA 4 840p CEMENT CONC. SIDEWALK SY 2,513 8410 QUARRYSPALLS TN 72 8420 TRAFFIC SIGNAL SYSTEM -19TH AVE SW AT SW CAMPUS DRNE, COMPLETE LS 7 8430 TRAFFIC SIGNAL SYSTEM - 27 ST AVENUE SW AT SW 336TH ST, COMPlETE LS 1 8440 TRAFFIC SIGNAL SYSTEM - 21SF AVE SW AT SW 334TH ST AND MI0.BLOCK FLASHING LS 1 CROSSWALK,COMPLETE 8450 TRAFFIC SIGNAL SYSTEM - 24TFt PLACE SW AT SW 336TH ST, COtuiPLETE LS t 8460 DIRECTIONAL BORM/G LF 1,639 8470 iIIUMINATIqd SYSTEM, COMPLETE LS 7 8480 INTERCONNECT SYSTEM, COINPLETE LS t $490 PERMANENT SIGNqJG LS 1 8S0p PROFILED PlASTIC WIDE LANE LMtE LF 2,77t 8510 PAINT LINE LF 58,946 852p PLASTIC CROSSWALK L6JE SF 1,886 8530 PtASTIC STOP LINE LF 372 8540 PLASTIC TRAFF►C ARROW EA 60 855p PLASTIC TRAFFIC LETTER EA 7 cay or Feoe+ai way 21st Avet�ue SW aR SW 33Bth Street February 2Qt3 q���� � RFB fl 13103 ADDENDUM No. t Page 30 �. 1� ITEM ITEM DESCRIP'TION UNIT APPROX. UNIT PRICE AMOUNT NO. UNIT PRICE IN WORDS QUANTITY ��� ��� CENTS CENTS 8560 PLASTIC YIELD LtNE SYMBOL EA 14 8570 PROFILED PLASTIC LINE LF 13,220 8580 PLASTIC ACCESS PARKING SPACE SYMBOL EA t 8590 PLASTIC DOTTED EXTENSION LINE LF 616 86(lU REMOVING TEMPORARY PAVEMENT MARKING LF 56,700 8610 BACKFILL F�2 ROCKWALL TON 12 8620 ROCK FOR ROCK WALL TON 30 8630 MODULAR BLOCK WALL SF 960 8640 UTILfTY POTHOLING FA 1 55,000.00 55.000 8650 RESOLUTION OF UTILITY CONFLICTS FA 1 525,000.00 i25.000 8660 POROUS CONCRETE GRID PAVEMENT SYSTEM SY 125 8670 PRRUN SAND TN 65 8G80 FIXED BOLIARD EA 2 TOTAI SCHEDULE A (bid items indude sales ta�t) c.�y� of Fe� way ' 215t Avenue SW � SW 336th Street Februa[yr 20t3 Intersection Imprpvemer�s RFB f 13-t03 ADDENDUM No_ 1 Page 3t �- �� Attachment C BID SCHEDULE CITY OF FEDERAL WAY 21" Avenue SW at SW 336'" Street Intersection Improvements RFB # 13-103 ADDENDUM No. i BID SCHEDULE B-Puget Sound Energy All unit prices in Bid Schedule B shall indude appiical�e sales tax. ITEM ITEM DESCRIP120N UNIT APPROX. UNIT PRiCE A NT NO. UNIT PRICE IN WORDS ��� � Q�NnTM CENTS CENTS 9000 RETRAINING PSE CONDUff FA t.00 55,000.00 j5.000 9010 REMOVAL OF STRUCTURES AND OBSTRUCTIONS - PSE DUCT AND VAULTS LS 1.00 9020 INSTALI 2' D6120 Cwiduit LF 40.OQ 9030 INSTALL 3' DB720 CwWuit LF 210.00 9040 INSTALL 4' DB720 CwWirt lF 4,630.00 9050 INSTAL! G D8120 Coruiiat LF 40.00 9060 INSTALL 5'x7'x6' Adjustable MtiSltid Lid Vaults (JO7 & J05) EA 2.00 9U70 INSTALI 5'xTx6' Adjustable Std. Plate Lid Vaulls (J06 & Jt1) EA 2.00 9080 INSTALL 425c48' M'eti-pad Trar�sfamier Vault (V03) EA 1.00 9090 INSTALL 4'$•x4'8• 3-Plt Miri-pad Vatdt (V01) EA 1.00 9100 MSTALL 2'$ x3'-8' Cor�crete HarMhole (H1A) EA 1.00 9110 INSTALL 2'$'x2'-6' Concxete Har�ole (H3A} EA 1.� TOTAL SCHEDULE B (bid Poems include sales tax) C�y of Federal Way . 21st Avenue SW at SW 336� Strflet February �13 htersec9on ImprovemerMS RFB X 73-t03 ADDEI�UM Pb. t Page 32 ver.1-0B Attachment C BID SCHEDULE CITY OF FEDERAL WAY 2i" Avenue SW at SW 336"' Street Intersection Improvements RFB # 13-103 ADDENDUM No. i BID SCHEDULE C -CenturyLink All unit prices in Bid Schedule C shall indude applicable sales tax. cay o� F� way 21st Averwe SVY at SW 336M Street Febniary 20t3 RFB # 13103 trNersec6on knprovemenGs Page 33 ver. t-OB ADDENDUM No. t Atiachment C BID SCHEDULE CITY OF FEDERAL WAY 21`� Avenue SW at SW 336`" Street intersection ImprovemeMs RFB # 13-103 ADDENDUM No. 1 BID SCHEDULE D -Comcast Ail unit prices in Bid Schedule D shali indude applicable sales tax. NO. UNIT PRICE IN WORDS QUAMTITY 9190 REMOVAL OF STRUCTURES AND OBSTRUCTIONS - COMCAST DUCT AND VAULTS LS t.00 9200 INSTAIL 2" SCHEDt}LE 40 PVC CONDUff LF 1,062.00 9210 INS7ALL 4" SCHEDtlLE 40 PVC COPIDUIT LF 531.00 9220 INSTALL VAULF SGIB 3Q48 EA 1.00 9230 INSTALL VAULT SGl6 2436 EA 1.00 Cily of Federal Way 21st Avenue SW at SW 336M SUeet FeMuary 20t3 Intersection Mprovert�ents ADDENDUM No. f Page 34 TOTAL SCHEDlJLE (bid � indude sales ta RFB � 137Qi ver. 1-OB �� `� ciTY oF '��ru..��' Federal VVa Y BID AND CONTRACT DOCUMENTS . , SPECIFICA TIONS FOR 21St Avenue SW at SW 336th Street Intersection Improvements RFB # 13-103 City of Fede�a/ Way Pub/ic Works Department 33325 Eighth A venue South Federa/ Way, WA 98003-6325 "���*`e�" �� � "' `� �2 `����:y �� ��` � i��i� t?��^C 't i°n �����'��' � � �'r` -��� n �� � � �"� s � �� ��� r � r:° ,.. `��ra �����z� x ��,�ry���1��a?T ���m °��'. ' � - _ - � � a� i / " r � " e � � � , ° � � I • r , �ist �,venue SW' a� �W 3�f �re�� r� In�+�r�ection Irnpr+c3v��n�±�nt� � � � � � RF13 � �3 �'lJ�` Bids Accepted lJntil 2:�0 p.m., March �1, 2013. Bids apened 2.�.0 p.rn., l�arct� 21, �C?13. � City of Fecl�r�l Vilay �ity Councit Chamb�r� 33325 Eit�hth �,u�r�u� SoutFt F�deral Way, WA ��Ot�3 Prepare� Bj�. CH2M HILL, INC.: 110� 112th �4venue I�E B�I�evue, WA 9$OQ4 _ _ . _. � � � � � � TABLE OF CONTENTS PAGE PUBLICNOTICf — REQUEST FOR BIDS ...........................................................�...........1; BIDDER'S CHECKI.I�T .•.�.....■....�..■r..■.r•u�..ar�.w■or...�...as.•�.�■as■r.■.u�r■a.■rv�rrr.■.r.��■.ar■.u■rs��?33 �ECTIt�N ic INSTRU�."iI�NS Tf1' �IDDERSs��fr��E���..��a�w��a�r��a���r.�u������rur�i���surrrra���s�t��i�k� SEGTI�N 2: GENERAt. �t?NTRAC"iUAL TERMS �ND CONDITION� .....................�,.�,Y.� ■����:�i� ��:'+���" V;�V� �`��;•�.���V��(■��� �� �.����1����if�M/��.�:��:��IF�fi�R������\�f�/i,W��i111�:\i.�lfi�f��w�f�l�ifi���. BI� FORM (Atta+chment 8� .....................................................................��,.....,...,...,��� B�L) SCHEDULE (Att�chmenfi C) .,....�..�....y� ..............................��....,..,...�....�..�:............�:� BTD� �IGNATURE PAGE (Attachment D�ti.•u•:••u••uC.�urri.����•oa�•.•�r•��.�••u�••ru�r�s.�a'a��uaafi!.�5 ��ii �VN�� f��Sl`, ����r���..��� ���w�rr..���r�.�t.���sr��rn���Mr�r.'er�.�r����ru��sri����f.�.r��R��ts�r�►���a�►+�r�� ��L+iV��i�J'l���l.L.irti7� �M��.i�1��.r�L..�f��urr:���riF�aa�.�u�:�nr���s����s��r���rsrrrutr��r��w����rr�ssiu++sr���ii� cc�r�Bxn�Ea �►�F�Qava�r �r�� �c��-Rr�c��QN �� (attacMment �) .................�.,...�� CONTRACTOR'S COMPI.I�INCE STATEMENT (i�tta+c�ment H) .....................................4� PUBLIC WBR� G�INTR.�IGT �Attalchment i)ru����.u�����....u��u��s.�u�r�ru.�����4iiau..��uaait�s.�5 (�th ExhiC�its a-H and App�ndixes as attached); Exhibit A �tF�ibit B Exhibit C Exhibit � Exhibit E E�hibit F ExMibit G Fathibii H �lotic� of Campletion Contcact Change Order Agreement Cantr�ttpr`s R�taie�age Agreemenf Retainage Band to the City of Fe�eral Way Notice to Labor tlnions of Other Er�nploym�nt Organizations Nond�scrimination in Empioyment Cerr�fic�te(s} of Insurance PertormanceJPayment Bond Titie VI �urances AMENDMENTS;'T�D THE STANDARt� SPECIFICATIONS..,.......:.� ............... �GI�E�N PACaES Si�ECIi�L PRO\/ISI�NS .................................................�..,..,......,........r...... BLUE PAGE.�'s PREVAILING WAGES ANQ BENfFIT CODE' KEY {Appendix A) ................... RTNK PAGE�. City of Fecier�l. Way 21�` At+e�utte SW at SV� �3&�' Stte�t Inter�ectio� Improvem�nts Page i RFB # 13-1Ci3 Febrtiatiy �+D13 R�B ver. 1-0S WSDOT STANDARD PLANS (Appendix B),..., ..................................GOLDENROD PAGES FEDERAL WAYSTANDARD DRAWINGS (Appendix C) ...........................PURPL� PAGES GEOTECHNICAL BORING LOGS (Appendix Q) .............................................TAN PAGES t�1�GHT AND WEEICEND iNDRK WAIVER (Appendix E� ..................�...,...YELLOW RAGES CON3i'RUCTION STOl�MW�4TER �EPlERAL PERMIT (Appendix F),....,..SALM�N PAGES City of Federat Wa}� 21't Ave�tu� ��SW St S�' 336d` �tFO�t: i?rt+e�section: impzove�uie�n�s Pag� �i RFB # i3�iO3` Febn�ary 2t113 � �er. 1-�8 � ,� � � � �� � �� ;� � CITY OF FEDERAL WAY REQUEST FOR BIDS 21� Avenue SW at SW 336th Street Intersec�ion Improvements RFB # 13-1�3 SUBMITfAL OF SEALED BIDSc Na�tice is hereby giwen that the City �f Federal Way, Wast�ington, wtif receive se.ated bid� through Niareh 21, 2013, until '2:�0 p:m., at the �ty Hall Purt�asing Office or by US Mail at C'� of Fed�ral Way, Purchasing Office, 33325 8�' Avenue S�uth, Federai Way, Washington 98003. Propr3sals received. after 2:pU p.m. c�n said date will not be considered'. BI[i �!PENING: All bid� will be opened' an�l read publi�ly aloud at 2:1t3 p.m. �n Thursda}�, Marctr �1, 2�fi3, at Gity Council Chambers, 33325 8"' Arrenue South, Fecieral Way, Washingi�n, f�r #�is 1�FB.. Atl bid pr�sals shall be ac�omp�nieci by a bid �eposit by a cas.Mie�'s ar eerti�ied chedc, ar 8i+� Bond in an amaunt equal to fi�re percerrt (5°l0} of the amour�t of sueh bid prop�sal. Sl�tuld the successfui bidder fail to enter into a contract ar�d fumish satisfacCary Perforrnanee Band within the time �tate�d in the specifications, the bid depo�it ar 'band shall be forFeited to the �ty of Federal Wa�r. DE�CRIRTfQt� CIF Wt}RK: This prraject �hail' cansi�t �f. The installa�on of dua! left turn lanes eastbound and w�tbound and a right�um lane wes�bound. This proj�t wil[ include access cantrol along SW 336�' Street and alsa install a new traffic signal w�.st af the interseckion to a1(a�r for lef� turn access inta the business�s north and svath of the roadway. Additional wark wi11 include utility r�I4catior�, storm dr�inage, paving, curb, gtatter, sidewalk, street lighting, signing, channelization, and landscaping. Th+� Gontractor shalt compfete all wvrk within �.62 worlcing days. The bidder is urged to :eheck the �lans and contract pro�isians carefully. A(i bid pr�po�ais sha[I t�e in acc�ord�ric� with the Tnsiruc:tions to Bidders and all other ct5r�iraCt dtyc�uments now Qn �le in the Purchasing �tfice af tfie City of F�deral Way. Bid doeuments may be obtained fram the Purchasing Depar�rnrnent at (253� 835-2526. Any questions cancerning the description of the work contained in the contract dacuments must be directed tn John Muikey, Street Systems Project Engineer, by facsimile at (253} 835�270�, or by letter addressed to JoMn Mulkey, S�reet Systems Proj�cct Engineer prior tc� bid apening date. PtIRCHASE Of BID DOCUMENTS; Bidd�ers may purchase copies of the Bidding Documents (half-size plans) in person, ar by mailing a Twenty-Five a.nd nollUO` Dollars ($25,00) (nan-refuntlable) ch�ck or cashiers' check payabl� to the City of Federal Way, 33325 8th A�venue South, Federal Way, VVA 98003-6325, phone (253} 835- 2526. If pwchasing by mail, piease indi�ate your request £or Bidding Documents for RFB #13-103, 2l st Avenue SW at SW 336�` Street Intersection Improvements. Informational copies of maps, Plans, and specifications are available for review at the Public Works Departrnent, Federal Way City Hall, 33325 8�` Avenue �auth, Federal Way, Washington. Gity of Fed�ral Way 21� Avenue S�V at SW 336�' Street< Tnt�rs�tio� Impruvements Pa�e l RFB # 13-103 Febnury 2Yii3 RFB �er. 1=48 Bidding Documents are also available for review at the following Plan Centers: Daily Joumal of Commerce, Attn: Plancenter:com, 83 Columbia St, Suite 2Q0, Seattle, WA 98104 Daily Jaumal` af Commerc+e Project Center, 921 SW Washington: St, Suite Z10, Portland, OR 97205 MaGraw Hill, 200 SW Miehigan 5C, Sui�e 10aA, Se�ttle, V1IA 98�:06 Valley Plan �nt�r, 10002 Aurbra Aven�ae. North, #36, PMB �34, Seattle, WA 98133 Reed Cor�struetian Data,, 30. Technology P�rlcway S�buth, Suite 500, Norerass, GA 30�92 Builders �acchang�e of Washington, 2�07 We�mare av�r�ue, Everett, ftt'A 98201 ContractQr Plan eent�r, i46�5 SE 82"� Dt'ive, Clackamas, �R 97Q15 Contractor`s Resour+ae Center, 23Q1,� .�ack�n Str�et, Suite �.QiB, Se�ttle, V�IA 98144 Isqft.Pl�nrQatri, 2�06 �nd Av� #�24�, �+eattl�t Vt�`A �81Z"Z or;�gon-washingtc�ritc�isqft.com `fh;� �ity, in ac�ord�nce u�i�h: "i"atle �I of tfie �i�'rl Right� AcE of 196�, 7� SCat. �52, �� 11.5.C. 2b�1 � 200�d-4 �Cid`' T�E �9� C.F:�.� D2{k71fi71�t1� (�f Tt'dt1S�T�'d�l(�tti SUb�I�� Ar C�IC� Of the S�ECt'�1'Yr Part �1, Nc�ndi�criminatic�tt ir� Federatty-assisted' programs �f the Departtnent o€ 7rans��tion issued pursu�nt tq svch Act, hereby noti�i� �I! �idders that; it will ��rm�tively ensure th�t `in any contrac� eniered into pursuant to this adwertisement, disadvantaged business enterprises as defined at 49 CFR Part 23 will be af�orded full opportunity to submit bids in response tc� this ir�vitation and wall not be discrimin�te� agvnst. �n ihe grounds of r�ce, color� natianal origint or se�t in consider�tion for an award. The �ty ent;ourages minarity and wamen�wned firms ta submit bids consistent with the �s po(icy to insure that such firms are afforded the maxirnurn practi�able apportunity to com�ete for and obtain public cantracts. The Gontractor wiil t� required ta c�mpf�r wtth all lo�eal, State, ar�d Feder�l iaws and regulations pertaining �to equa{ emplr�yment npp�rtunrtie.s. The �City anticipate� awardir�g, tt�is pro;��ct �#fie �u�fu1 bidder and in�ends to give N�r�ce t� P`ro�ed as soon as the C�mtn�t and :atl req�ired assoc�ated ;documeni� are exec�uted �r� full. However, regardless of th� dat� a�f au+►ard� �r l�lotr� tia Prr�eea; the Contractor must complete atl work under this' pr+�ject within 162 working days� RESER�ATIQN'. O� RTGttT�i:�° The Cfty iof �i�r�t Way reserves the right #o 'r�Ject arry and all' bids, waive arry ir�ormalities or minar irregularities in'�e bid�ing, and dete�'mine which bid or bfdd�er meets the cxiteria �et fort�t in the bid documents. No bidd�r may withdraw his bid afker th� hour �et for the opening thereaf unless the award is delayed for a pe�icxi e�cceeding thirty (3U) days. Daited the 22"� day of F�bruary, 2013. 11, c+.. • • e .�e Ciiy of F�deral way 21°` A.vemie S�V at SW 336�` Street Tnterse�tion im�rc�vements m Daify,}cium�l �f'Carn�rierce: Febru�rv 22. �013 M h 1, 2Q13 Federal Way Mirror:: Page Z' Februarv 22, 2013 M r h '1 2013 RFB # 13-103 Febnaary 2013 K�B v�r. 1-1�8 lJ � � � :J � � � BIDDER'S CHECKLIST The bidder's attentian is especially called to the following forms, which must be executed in fuil as rec�uired and submitted as part of the bid. Failure to comply shall resuit in rejection of any bid not sc� complying. 0 ■ ■ 0 � � � ❑ � � 0. � ;\ �; � � �' Bid �otm (AttaChmertt B) The Bid Form shall be completetl and Fully e�cecuted, incl�ding �illing in the to�l bid amc���t. Bid SclteduFe �Attachment C) Th� unit prices shaii t�e set fo� in the space provided� Bi�15�anatur� Paoe (Attachment D) Th� Bid Sign�ture P�ge sh�ll be fil�ed in and fully executed by #re bidder. Bid Bo�d �orm (Attachment E) This �orrn is ta be executed by the 'bid�er and the surety company unles� a cet�if� c�ieel�: �s 5�bmitt� vvith the bid. The amount of this bond or certified eheck shall not #�. tess than fi�re percent (S°fo} �f'the total bid amount and sha{I be shown in t�i� words and frgur�. Sut�ontracEor tist (AtCacnment F) Th� 5ubcon�xactc�r L'rst shall be filled in by the bidder. (This section mayJmay n�t aPPly} Combinet! Affidavit and Certificataon Farm (Attachm+ent G) This form must be sub�cribed to and sworn before a�totary Rubl"r�e and no�rizt�I. �or�tractor's Comnliance Stater�aent �At#achment H) The �ontr�ctors Cflmpliance Statement shal! be filled in and fully �acecuted 1� fh� �tid�r; + K�� ��_�� � s : , . The bidder sha11 pravide a capy c�f Con�actor's current reg�stra�+�n with �he State a'f Wa�hington, . s �- m .- The bidder shafl provide a copy of C�ntractor's current` 'sta�e unifed bt�sine�s identifier � number and, as applicable, an employment security d�partment number and state excise tax registration number. I� � City of Federal Way 21� Avemie SW at SW 336'� 5treet Tr�lte�s�tio;� Imprcr�ements Page 3 ItFB # 13-1t?3 Febniary 2t313 R� ve�t. :1� � �iiy of Federel Way 21 � Avenu� S� at SW 336�` Street ititers�cUo�; �mprovem�nts Page 4 12FB # 13-103 Februaiy 2t?13' �B �: .1:�� � � �� � � � � � SUCCESSEUL BIDDER'S CHECKLIST The fc�llowing documents are to be executed and delivered to the City within ten (10) calendar days after the Bid is awarded. ❑ Public Works Cantract (Attachment I) Tii� succ�( bidder will fuiljr �ecute and deliuer to the C'ity the 21� Avenu� 5'�U at S�IF 336�' �tre� Int�rsecCion Improwerner�ts Publi� Works Cantract ("Contract") from th�e Bid [�utner�is. � �, i: °l� • r: . e • e 2 il � 1 , =i .• • e - :1a � e c s ! ■ ■ ■ � iMe :suaces�i'ul 'b�d.der w�(J f.�ll� :��cu�e .and deliver to the City the +CflntracGar"s �i�inage A�r.ee�nt: or Reiainag� Bc�r�d. �� this appii�; �he s�ccessful bidder will sign and posi copies of th�s Motice in conspicuo�� pl�ces a�ailable to em�loy� or �ppliC�nt fior employment. C�er�ificafe of'�insuranc+� (E��ib�t � Th� succe�ful bidder wiil provide a Certificate of znsuran�e �videncing the insur�nce requirern�ent set fvrth: in #fi� �ontract. ger�ormancel,;gavmerrt �ntl (Exhibit G) "fhe su�ful bidde� will provid� a fully eycecuted Performance/Paymen� Banc� as apprc�pri�te: Business �icense `1'he successful bidder wiil provitle a copy of a cucreni Business License wittt the G'ityt o� F�deral Vllay. City uiF�d�ral Way 21� t�ve�nze SW at SV� 336�' Street �t+ers�tion innprovements Page S RFB # 13-103 �ebruary 2013 R�B �r� :1=U8 RB Ciiy of Fed�rai Way 21'`Aveentmie �W a� SW 336'� Street I�e�s�ctao� imp�o,r�e�ts Fage 6` 1tF$ # 13-143 February 2013 RF�E3 ver. .1.�8 � � M �I �� � SECTION 1; INSTRUCTIONS TO BIDDfRS 1-i Time and Place for Submission and Opening of B�ds Sealed bids mus� � submitted by 2;:00 p.m. local time on Mar�h 2i, 2013, to the Purchasing �ffice of the �sty of Federal 1lUay (the `"City"�, lo+catecl on the secvnd flaor of City H�II, or reCeived by US Mail at �ity of Feder�l Way, Purcl�asing Office, �33�5 Eighth A�enue 5, Fe�ieral Way� Washington� 98003-b3�5, and will' be publicly o�ned and` read alaud in �ty Hall Caunc�l C�arnbers on l��rch 21, 2�13, at �:10 p.rn. locaf time. The �t;r's Put��r�rigi Ct�rdin�tor .�rtust receive the seal�cl bld bef�r� the �me and date sp�c��: in �rd�r � be rx�nsidered� Tet�c or f��simil+�.bids vuilt' n�� be ac�pfi�d. 'fhe bidd�r a+r&epts ali risks of tate detiv�ty af rnail+ed bids c�r of tmi�cleliaery regar�P� af fault. L�t� t�ds wil( be re�urnrn�d u��ned� �f, after r�viewing this c�ncwment. i�re �idd�r �h� r�ot #� subm� a bid, � b�dder may compiete ant� retum th� �"N� B�d Resp�r�se Fc�rm" provi�ed is Atta+ehrn�nt "A� �Y �he da�e and iime indicated above. _ 1-2 Bid ,Eo�n �,-3 1-4 Bids shall be made c�n tti� �B'rd Forrn", Atka�hment "B" assued, by the Cityr �s par� of these contract documerrt�, without res�ervation or ;�mendment. Bids must t�e� ty►pewri�en c�r printed in ink; lJpon compie�on, the �id' Fbrm and the bid` bond or cert3fi�c3 chec�c and any requested inforrnation shalt b� piaced in a sealeti �r�velope. On the outsi�te of �he envel��, place the bid name, bid nurnber and the �irn� bids a�re due. Bid Signature �11 bids shall give th� to�l bid pri�e �nd sl�all be signed in ink by the bid��r Qr their auth�rized representa�iveF with tt�e address. Ifi the bid is mac�e t�� ar� indiuidual, th� n�me,. signature, and address must t� st�own. If the bid ''is made by a firrn or p�rtnership, the name and addr�ess of the firm ar partnershlp and the signa`ture of at least one of tMe g�neral p�rtn�rs 'must b� shown. If the �id is made l�y a c`�rporatit�n, ihe bid st�all �how d�e tit(� o� the person at.�ti�orized` to sign on beha(f`�f �Fie corpora�ic�n,. his o�` her trtfe and t� address� The City reserv�s the right to requ�st d't�cument.�tion showing the authority of the individu�t signing the bid to ex�ute contracts; on behalf' of anyone, or any entity, other than himseif�hers�lf. Refusal to provide such information upan request may cause the bid to be rejected as nonres�nsive. Bid Withdr�wat Due io Error Bids rriay not be withdrawn due tt� a claim of' �rror in � bid unle� rivritten notic� t�f such' ctaim and supporting evidence fQr su�eh claim includ'rng c�st breakdown she� are delivered to the City within forty-eight (�48) hours prior to the opening o� bids. City of �ederal Way 21°` Aveuue SW at SW 336�` Street Tnter��Cion �mpruvements Page 7 R�B # 13-1fl3 February 2t?13 �s �. i-� 1-5 Modification of Bid i-6 1-7 A modification of a bid aiready received will be considered anly if the modiflca�on is received prior to the time announced for bid opening. Aif malificat�ans shaii be made in writing, executed and submitted in the sarne form and manner as the original bid. Examinatic►rt. of Bid and Contrac�t Documents — Bidder R+asponsibili#ies The submissinn of a bid shall constitute an �elcnflwledgment upon which the �tX �a� rely that the bidde�- has tharoughiy ex�amined �nd is familiar w�th the t�izi and �ontract dc�cumer�ts and has r.evi�ewwed and insp�cteci al[ applic�bie federal, statt�** and l0�4 st�tutesr: regulations, ordinanees- and°` resolutions dealing with or related �c� the equipmer�` ��dC4r services to be provided herein. The failure or neglect of ,� bidd�r to eicamrne su�h document�, statutes, r�t�[atiQns,; ordinance� Qr resolutions shall in no way r�l'r�e the bidder from �any obligatians with r�,spect ta the bidder`s bid or the contract .doce�m�rtt�. t�o claim far additior�al compensa�ic�n wi8 be allawed uvhich is based upvn a lack of kni�w�erlg� of any contract documents,, s�atu�es, regulations, ordinances or resoiutions. Bi�lders shalf' visit delivery and service locatic�ns(s) as required. Bidders shalf become familiar with �nd verify any environmental factors, which may imp�ct current or fu�ure prices for this requirement. interpretafiorr +�f Bid and Contract Do�uments No oral interpretations �II t� made to any bltttl�er as ta► the meani�g of the bid or cor�tra�c� doa.iments and no orai communica�ians will be bir�ding upon i�e �ity. R�u�sts far an. interpretation shail be rnade by facsirnile, ar by mait and delivered to the Purchasing C�t�dinator of the �ty at the address :indicated in Section 1-1, at least ten (i�) days befare the dat� announced for opening the bids. Any interprefi.atian d�med necessary by t;t�� eity wili be in the form of an addendum to the brd dcxuments and when issued wili be serrt as promp�y �as is practieal to a11 parties to whom the bid documents haue been issued. A11 such addencla shall become part of the i�id. 1-8 Addenda Each bid' shall inctude adcr�owiedgment af receipt and rev�iew of all add�nd� issued during the bidding periad on the 'Bid Fa�rn.. 1-9 Bid Price The bid pr.ice shall includ� ewery�hing neeessary for the compietion of t�e cantract including, but not limited to, furnishing �all material�� equipment, t+aols, freigMt charg�s� fa�ilitaes and all managemer�t, superintendence, labor and serviee, exc�pt as may be prcrvi�ted c�tl°rerwise in the contract documen�s. ALI Washington State sales tax and all other +g6vernrnen� ta�ces, assessments and' �harges shall be ir�cluded in the various Bid item prices as required by law. The offer sh�ll remain in effect ninery (90) days after the bid opening. In the event af a discrepancy between a unit price and an extended .amount and/or the total price, tt�e un�t price will govern and the extended amount:and/or tota! price will be corrected accordingly. However, dawnward correction of a bid, which would displace City of Federat W�y 21�Aveuuie SW at SW 336�' Street Inters�tio� Improveme�n#s Page 8 RFB # 13-143 February 2U13 RFB v�r. '1:-U8 � �� � � the apparent low bidder, will only be permitted if the error made and the intended bid price can be determined solely from tMe bid docurnents. 1-10 Postpanement of Bid Opening TMe City reserves the right to postpone the date and tirne for the opening of bids by anr�ouncing sueh postponernent at any time prior ta the date and �im� �nnounc�d in these dacumen�s. 1-ii Rejection of Bids. A. The City r�serves th�e ri�:ht t� r�j!�E: ar�y bict for any re��o� �neludfrt�X but n�ta� 1i�ited t�,: the follow'ir�g: any bid �rhich is incflmpiete, t�bscurey, ir�eg�lar or laekir�g rt��ac'� �i� and s�ificity; any bid which ornits a pri�: on any Qnc� o� mor� iter� � t�ie �id� F�rr�n and Bid Schedule; any bid ir� which prices are unbat�nc,�d jn the opl�rion of �� �jcT at�� bid accompanied by insufficier�t or irregu�ar bid t�n�, any� bid �rom bidd+��s wh±� �tn the sote audgment of the City) laek the qua�ificatac�ns and/ar responsib�l�ty r��ry #� perform the: work after considering the elements in Section 1=14:8; any bftl for wtticFt a bidder fails or negtects to compiete and s�bmit any qualifications inform�atior� wi�liin �}i� time specified by the City �nd as may be otherwise required hereir�� ar�d, any bid submitted by � bidder who is-not registered or licensed as may be requiKe+d by th� I�v�s of the State of Washington. B. The city further reserv�s the right to rejeci any �rrtic�R 4�' any bid' arxi�or fi� re,'�Ct atl bids. in cr�ns�deration for the City's re�iew and evaluation af its bid, �t� bid�d�r waiu�s and releases any claims against the �ty arising from any r+ej�tion of any or ail bids: 1-12 Alterations �a Do�cuments Prohibited Any addition, limitation or provision �ttached to tfie bid may render 'it inft�r�l r�r nanresponsive and cause its rejection. Ai�er�tion b� erasur� or interlineat�qn� mu�t be explainQCl or noted in �he bid form over the signature of the bidder. No oralF telegrapt�i� ar telephoni� bids or modifications will t� c�nsidered'. i-13 E�isqualific�tit�n of Bidder zf, irt the opinion af :the Cty, there is reason to believe that cx�ll�asion e�sts am�ng bic�ders,: n�r�e of the bids of the participants in such collusion will be considered. AH bid+riers are requ�red to submit the A�'idavit of Non-Collusion �Attachment G) with their bids. �. 14 Evaluai��rn aif Bids It is the intent af City to aw�rd � conCract to the lov�►est `r�sponsive bid by` � respc�nsibi� bidder as evaluated by the �i�,ji. The bidder may be ir+equired by the Gt� to ss�timit tfocumentation demonstrating compliance with the criteria. -, A: Responsiveness - The bidder must complete all requirefi farms and bid dac�um�ents and � provi�fe all required and reques�%d information. Refusal to provide such information may cause `the bid to be rejected. The Gity wilt consider all the material submitted by � � �ity of Fede�al W�y 21�` Avenue SW at SW 336�` Street �ter��t�o�, Imprc�vements Page 9 � # 1�-1a�� February 2U13 R�B �+Cr.1�8 the bidder to determine whether the bid is in compliance with the bid terms and docurnents and responsive to the requested work. B. Responsibility — The City wil( consider all the material submitted by the bidder, and ather evidence it may obtain including information from previous project owners, to determine whether the bidder is responsible. The bidder must meet the following bidder responsibility criteria and supplemental bi�dder responsibility criteria to be c.onsid�red a responsible bidder: 1. Mar�datory Bidder R�pansibil'rty Criteria a. Have a current c�rtl�cate of reegistratian as a�ontrackor in c�mpliarr� w3th chapter 18.'27' RCW, which must ha�re been. in e#�� at #fi►e tim� of 6id submitt�t� tt: Have a�urrent W�shingt�orr Wnified Busin� Ident�ier (URI� number; �. If appCicable� i. Have Industnal Insurarace (w�rMcer�` c�m�nsatf�n� �average far t� bidder's emptoyees wor�ing in W�shirrgton, �s requirec! in Titl� Si RCWN; ii. Have a W�Shingtori Emplpyrr�eht Securit� a�partm�nt numt�et�, as required in Titl� 50 RCW; 'rii. Have a�lliashington Dep�r�ment of Re�enue �tat� ,+excis� tax registrati�n number, as requirecl �n Ti�e 82 RG'VIE; d. Nat be disqualifie+� frorn bidding on arry publ�c wflrks contra�t und�r R�C1N 39.06.0�.0 or 39.12,065(3a� 2. Supplemental 'Bidder Resp�nsibility Criter"ia; a. The bi+dder shalf not have a record of e�cce.ssive daims fiied against th� r�tainage, payment, or performance bonds �r public works prc�je�cts �luring the previous three years, that d�monstrate a I�c�c of eff�ve; m�t�agem�nt by the bidder of making iimely and appropr�ate payments tc� its subcontractor�, suppliers, an� workers, unie�.s °there are exfien�uating circumstances acceptabie to th+e City. b. The bidder shall have a reasonat�le histary. of� sucic+�5fully cam�leted proj+�ct� of a similar size �nd scape as :requir.�d by the contract do�ments for this project. Th� City wili evaivate w�hether fihe prc�jeets were "�uccessf�lly eompleted" and of a��simi(ar size and scape."' c. l'he bidder shall have evidence that: it is able to begin and comptete th� d. work, and c4mplete it in a timely fashion. 3. As ev�dence that the bidder meets the sup�lem�ental bidd+er respansibifit�+ criteria ir� p�r�graph (B)�2} above, the apparent lciw bitider must subrnit th� followir�g d�cumentation t+� the City within 48 hours of the bid �apenin�. The City resentes the right to request such documentation firom other bidders also. Refusaf to provide sueh informatian upon request may cause the 6id ta be rejected, a. The bidder shall submit a list of the pubtic w�rks projects complete� within the previous three years and indude for each proj�t the foilowing information; the owner and contact inforrnation far the owner; a list of claims filed' against the retainage, payment, or perFarmance bond for any af the City af Fedesal Way 2I�A�+enue SW at SW 336�' Street �aEeerssectia� %np�ctve�ueuts �n Page lU RFB # 13-103' Februaty 2013 R�FB t+er, 1-0$ � � � � �. � � �' r. � �' � � � c. d. projects Iisted; a written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. The bidder shall submit a iist af projects of similar size and scope ta this project and `include infacmation aboui each project, including the following: the owner and contack information for the owner; the awarded contract: am�ount; the final can�act amount; a description of the scope of the prvjec� �nd how the project is similar to tMis project; tt�e bidder's assessment.of it� performance of each project. The information should inctude any informatic�n If regardir�g performance in`the foltowing areas; quality control; safety r�ern`d� timelin�s of perfc�rmance; use of skiiled personnet; management of sub�ontractcars; availabilifiy of and use of appropriat+e equipmen�C, c�mplia�ee with cor�tra�t;dacuments� man�+�ement of �ubmi�ls process, d�artge a�� and clase-o�t: The bid�ter shall furnish aa:eptable ev'f�enc� of 3�re bidder`s cu�ner�t abi["� t� perfarm, sueh as firm comrr�itmer�ts by subcantractors, e�uipmm�rt�, �uppl� and �acili�es, and the b�dd+er`s abil'�ty ta ob�iin the necessary persc�nnel. 4. If the Cit�r determines the bidder daes not meet the bidder respan�ibility crifieria ':i� p�r�graph (B)(2) ��ove an�l is theref8r8 r�ot a r�pOnsible bidd�r; ihe �t� ���Il notify the bidder i� writang with the reasons for its deterrrti�ation:. If th� bidder disagrees with thi� determinatior�, it m�y ap�al the determination wiifiin 2�� ht�ur� of receipt of the �ty's determ�nation by presen�ng additional infflrmation to th� �ity and meeting the requirements c�f s�tion 1-20(B). The City witl c�n�ider the additional informatian before issuing i� final determinafion.: If the final determinati�n affirm5 �hat the bidder is not res�nsible, 'the City wi!! nat �c�� a contract with any other b�dcler until two business days afiter the bidder t�et�rmin�d ta be nc�t r�s�nsible has received the final deterrnina�on. �. Lawest Bid — T"�te Iawest Liid shall be determined as set fiorth on the Bid Form. The accept.�nce of' a bid wifl be evidenc�cl by a Notice .of Award. No other act c�i t� Ca�jl sha'II canstitute acceptance of a bid. 1l�ithin ten (1p) days afiter �cei�f of No� c��` Award, the bidder wht�se bid �s a�cep�ed, �hal1 furnish the required p�rformance bo�d, c�-tifi�ate of insuran�e, execute the conCrack and perform a(1 other acks required by the bid and contrack d�o+eument� as conditions precedent tc� formation of the contract. i-15 Procedu�s When Only 4ne �id is R+e�ceive�l in `t�e ev�nt aniy � single responsive bid is received, the �aty reserves fihe right to cor�duct a price ar�d/or cpst analysis of such bid, The sole bidder shall provide such information� d�ta �nd o�her dacumentation as deemed necessary by the �ty for such analysis. The �iiy reserues the righfi to re�ect such bid. 1-ifi Bid Documents Bidders are required to submit with the bid package the following: A. AttachrnentA— Na Bid Respar�se Farm, if applicable. Ciiy of F�d�rai Way 21�`.�i�ueuue SW at SW 336�' StreeX Irne�s�ctaun tmpmviements Page 1l RFB # 13-103 February 2U13 RFB Yer. 1-t3& B. Attaci�mentB— Bid Form. C. Atlachment �'- Bid Schedule. tr AtCaahi�ent_L7- Bid Signatvre Page. �. ��n�en#.'�� Bid .6ond form. F. At�c�ir�nt f� Sub�aantr�ar Ust. (May Nat APp�Y) �: A�t�men�` �� �orr►bined Aff'idavit ancl C�rtification Form, Hr A�t�nt7!- Ct�r�tza�tc��"s Campfianc:e StatemeTrt., 1-1� ��� arf'��erest anr� Nanc�mpeUtive Pra�ctia� By:sr�bm��ing a biid, the �intr�ckor ag�s as follows: A. Cc�nfl'tct of Intere�t � That it has no direct or indirect �cuniar� or pr�priet�iry interesC; that it shall not acquire any interest arvhich conflicts in: any manner or d�gre� �th th� work, �eruices, equipment or materiais required to be perform�! andJor prnuid+�i under t�is r�ntract and ttrat :�t shall rrot emplt�y any person ar agent havinc� �r►y° su�h ir�t��. In th� event that the Contractor or �ts agents, employees or representatives: hereafier acquir,es such a conflict of inter�st, it shall irnmediately disclose sueh interest ix� tMe �iy and tiake action immediately ta eliminate the conflict ar ta withdraw from this c�or�tract,:. as �� City may require. m o ,•- �a. . r:. 1.. That no perso� or-se!(irig agency exeept bona :fide emplo�ee� or design�ted �ge�fis or representa€iues �f the Corrtra�tor ha�e been employ�d or retained �o soticit or s�cure this: contract with an agreement or understanding that a cornmiss���, pereenfi�`ge, l�rt�kerage, or contingent fee would be paid; and 2. 7hat no gratuities in the form of entertainrnent, gift� c�r otherwise; w�re off�red r�r given by the Gontractor or any of its: agen#s, emptoyee,s �r representataves, to any ofFicial, member or employee of the �ty or other gavemmental agency with a view toward securing tMis c4ntract or securing favorable treatment with respect to tl�e awarding .ar amending, or the making of any determination with r�spect: to th� perFc�rmance of this contract. s,1s sra sec�r;ty No bid wilt be consider� unless accompanied by either a cashier's or certified �h�k in a� amount equal to five �rcent (5%) of the Tota1 Bid Price as indicated on Att�chment B, "Bid Form ; or a bid bond in the form of Attachment E ar a tetter of credit for a like amount. The check or t�nd 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 cvn�act for tMe faithfui perFormance of said work �including; the providing of any euidence of insuranca� and/or City of Federal Way 21°` Avemae SW at SW 336�' Street Ituerse�tion:�mprc�v�e�►ts m Pa�e 12 R�3 # 13-1Q3� February 2013' ItFB ver. 1*i?8 � � � ,� � � � � � � � performance bond required herein), in the event the contract is awarded to them, within ten {10) days afiter 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 eredit is offered in lieu of a check or bidder's band, it shall be issued as an irrevocable dacumentary letter of credit drawn on a banking insiitution licensed to do business in the State of Washing�on. The letter of credit shalt include instruction and provisions prescribed in Attachment E, "Bid Band". Any qu�tions as to the qualifi�ation af the banking institution or instruction shall b� submitted to the City at least ten (10) days 'priar to t�ie bid s�ubmittal date, The check, bidder's bond or le�ter of credit sMall be attached to the bid form. Th� City further r+�serves �e right to h�ld all bid� {and tl�e a�companying bid ser�ar�.y� frorrr th+e date af the btd c�pening un�il tt�e cqntract and any perFormance[PaYmen� k�nd are �ac�ut�, providecl that such p�ri€�d does not �cceed ninetY' (9Q) cla�s, ar�d ea�h bid .st�ali remain effective during that periad, 1-i� Perfonnance/Payment Bon+d The bidder to whom the �ty has awarded this Contract wilf r�moue tl�r� � Performance/Payment Bond �Exhibit G} attacheri to the Public �IUorl�s Cantract and d�eliver ii � v to the City fully execuied by the bidder and a srarety ccamp��y in the amount of one hundr�d percertt (100°l0� of the cantract price as �rity for t�e faithfuf pertvrm�r�ce flf the work including'th� payment of a!I person� furnishing m�terials and performing labor s�n tfie w6rk � and all payments arising frorn the performance �f the work d�e the Stat� of Washangtan pursuant to Tit�es Sfl and 51 RGW. Sucl� bond must be e�cecuted by a duly licen�ed surety �ornpany, which is registered with the UUashingtor� State Insuranee C�mmissioner, and tFi� � surety's name shall appear in the current Acrthorized 'Insur�nce Campany List in the .Sate nf Washington, published by the C7ifice af ihe Insurance Commissioner, The scope of the Performance/Payment Bond (Exhibit G) �hall �n no way afFect ar alter the liabilit`� t�f ii� � Contractc�r to the City under Sect�on 8"Indemnifi�atian" of the Pubfic Works Contract �, � � � � The �ty may require the surety company to appear and qualify it5elf upon the bond. If, at any tPme, the City determin�s in its sale judgment t�at th� surety com:pany i� in�uf�i�ient;. the City may require the Gontractor ta furnis� additional surety `in f�rm and arrdngemertt satisfactory to the �ty and in an amount na�t exce�ing that o�ginalty r�quired. The Contractc�r sh�ll submit a performance bond compfying with the requiremenis of this paragraph wi�in ten {10) days after the award is made. Paymerrts will not be r�nade on the Cc�ntract unial sufficieni surety as required is furnisheti. 1-2D Bid Dispute A„ Any actual or prospectiv� bi�der, inc(uding sub-contractors and suppliers sF�owing � subst�ntial ecanomic interest `in this contc�ct who "rs aggrievecl in �ann�on w'r� th`� solicitation or award a� this contract, may prates� to the City in accordance witf� fihe procedures set forth herein. Protesfs bas�! on the spe�cifica�ions or other terms in the contract documents, which are apparent prior to the date established for submittal of bids, shall be subrnitted n4t later than ten (10) calendar days prior tx� said date, or shall be deemed waived. All ather protests shall be ac�cepted ar�ly 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 prote.st is based; City af Federal Way 21'` Avenue SW at SW 33b�' Street Tt�tersectia� Zmpro�em�nts I'a�e 13 � # i3-1o� February 2013 ItFB ver. 1�8 provided, however, that in no event shall a protest be considered if a(I bids are rejected or after the award of this contract. B. In order to be considered, a protest shall be in v+rritinq and shall inciude: (1) the name ar�d address of tFie aggrieved persan,• (2) the RFB number and contract title under which 'the prc�test i� submitted'; (3) a detailed description of 'the s�eciific grounds for protest and any st�pporting documentation; and (4) the specific ruling or relief requestecJ. The written, pr�test shall be addressed to: �� of F�ral 1Nay �eci+er°af Wa�, rNa�hifrgtvrt ;980D�-fi3�5: At�rtif:�ror� Bid Ptnt+� -- 21� Avertue �i` �� �!I/` 33�5�` Street Xnt��sec�ion zr�pr�v�t� � # � -�0�' C.� ll�an �ipt of a'wri��kden prc�test; the ��r�l� pr�mpt� �onsi�e� the protest. The City may t�ive no�ice €�f fi� Prot�t; and it� basis ta �tli�r personsx incluz�ir�g bidd�rs invalued in or �fi�ecte�ci iayy t�t� prot�st� su�h other person� may lae given an optair�ttnity ib subrrait ttieir r�ie�vs �nd relevartt inform�tion. If the protest is not r�,sotved by mutual a�reement of the aggrieved p�r5on and tMe Gity, the Ci .ty will prorrfptly issue a iiecision in iruri�ing stating the reasons far the ac�ion ialcen ar►d infarming fhe aggri+eved person of his or her rigF�t fo appeal the :d`ecisian to the Mayor or his or her designee. A copy of the decision: shall be mailed �by cert�ed mail, retum receipt rec}ue.stedj or otherwise pramp�dy fumi5h�d �o the aggneved persc�n and ar�y ot��r intere�ted' p�rties who reques�ted a capy of the decision. 'itie decision v�i(t kae consid�red frnat and conciusiv� unl�ss appealed witi�in f�re �5) calendar days after �-eceipt of the decisi�n to: the Mayor or his or her +designee. If the decision is appealead, then the subs�quent determirtati�n afi the Mayor or his or her designee shai! issue within five (5) da�rs ofi the Mayor's receipt af the app�al and :shall t�e final and conclusiuer D. Failure to �ompty �rit?� the.se prote.st proced�res v�ill rer�d�r a p�test untimet� or inadequate an�f �hall r�esutfi "rn reJecti�n thereoi� by t1��e Cifiy. , i ;� , �_1. " _� �1 � L L_ , 0 , A � � �-i /�ttminis�iaa�n This contract wi11 be between the City and the Contractor who witl be ce.sp�nsible for deliv�ring alt equipment and performing �II work ar�d service,s descrit�d here�n. The �ty is na�k party ba defining the division af vvork between the: Contractor and t3�e Gontractor's subcontractors, if any, and the specifications have not been written with this inter�t. The Contra�:ar represerrts that it has or will obtain all personnel and e�qui�mertt r�uired to per�orm the services h�reunder. Such personnel shall not be employees of the Ci#y. The Contracko�'� performance und�r th�s cor�tract will be moni�ored: and reviewed John Mulkey, Street Systems Rrojeet Engineer. Questions by tfie Contractor regarding interpretation of the terms, provisions and cequirements of this oontract shalf be addressect to ]ohn Mulkey, Street Systems Project Engineer, for response. 2-2 Proof of Compliance with Contract City ofFederai Way RFB # I3-1D3 21 °� Avenue SW at SW 336�' Strcet February 2013 Inters�tion �rove�nevts Page 14 RFB �er. 1-08 � �� � �; � � � � � � � In vrder that the City may determine whether the Contrackor has complied with the requirements of the contract documents, the Contractor shall, at any time when requested, submit to the City properly authenticated dacuments ar other satisfactory proofs as to the Cont�aetar's compliance wit� sueh requirements. 2 3 C:�ntract Dacuments a�d Precedence ?-4 2-5 `ii�e documents embodying the legally binding ablig��ons between the City and �the _ �ontra�r f�r cc�mpletion c� the work cnnsist of the following: The GtyF� Ret�uesC �r Bid, Bid Farm, Bid Signature Page, Instructions to Bidders, Bid Banct, 21�' A��nue �W at �W 336ti' �treet Inter�ection Improvements Cor�tract, ��neral Ct�ntractual 7'erms and Cqndi�ons, C�antracCt�r's Compliance Statement, Combineti Aff�davit and C�rt'r�t�� Form,- Na�tic� of Completion; o�F Pubirc Works C�ntract attach+�ci as E�chibit A, �ntract Change Order Agreernent attachecl as E�chibit B, �antractor's Retainage Agreemerrt aCtached: as- Exhibi� C, Retainage �ond to �ty of Eecieral Way attached as E7chibit D, Notic� t4 Labor Unions t�r K7i�ier Emptoyment Org�nizations Nondiscrimination in Employment attadied' as E�chibi� E, Certificat�(s) of Insurance Form a�tached as �hibit F, RerFormanceJPayment Bond attaehed �s �xhikiit G, Title VT Assurances attached as Exhibit H, 2012 VI/SDOT Standard 5pecifi�atians for Road, Bridg� and Municipal construction, Amendmen�s to the Standard S�ifi�tions, `21� AUenu� SW at S1N' 336th Street Intersection Improvements Speeial Prouisions, current Pre��iling Wage Rates attached as Appendix A, WS[3UT Star�lard Pl�ns at�aeh�ci as A�pen+d'rx B, Federal Way Standard Drawings att��hed �s Appertdix C, �tech�ical Boring �ogs attached as pppendix D, Night a�d Weekend Work Hours Wan+er attachetl as Ap�ndix E, Constrvctian Stormwater General Permit attached as Appen�i�c F, and all other Append�ce� attaehed hereto an� incorporated by this reference, (�oll�ki�rely the "Contract Dacuments"�. The cantrack documents are intended tr� t�e compi+ernentary so ttiai what is required by any ane of tl�em shall be as binding as if called for by all of them,. In the eaent of any conflicting provisions or requirements within the sevenl parts of #� cor�tract doeuments, the �ty wiil issue an interpretation regarding th�e controlling pravision, which interpretatior► �hati be binding. Charges to Contractor Charges which �re tf�e �bligation of the Contractor under the terrn� of the c+m�ratt 5ha[l l� paid by �h� �ontra�or to t1�e City on demand and may be deduct�cl by �e Citt�r from any money due t�r to become due to the Cantractar under the contract and may be rec+�vered by tfie City from the Contractor or its surety. Chang�e arders The C'rty may, at any time, without notice to the s�ar�ti�s, by writt�n order desigrtaiecl or indicated to be a change order, make any change in the specificatior►� uv°ithin the scope crf this cohtrac�. Oral orders wil! not be binding �n the �ity unless confirmed irn �nrrit"rng': by the City. F�ccept as provided herein, no order, statement, dr eonduct of the City vuill l� treated as a change hereunder or wifl enfitle the Contractor to �n equitable adjustment: - I� any change hereunder causes an inerease ar decrease in i�re Caniractor's cos� of, or fime � r�uired for, t�e perFormance or any part af the work under t�is contract, an equitable adjustrnent will be rnade and the cantract modifie.cl in writing accardingty. Hawever, no � � City of Fetleral, Wa� 21'� Avenue SVW at SW 336�' Street T�nnt+�rs�titm l[mprovements Page 15 RFB # 13-i43 Februaty 2013 KFB �r. ,1-08 �-6 2-7` 2�� �-9 claim will be allowed for any costs incucred 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 siiall,. within five (5) days afiter receipt of a written change: order form from the City or after giving the City the written notice required abo�e, as the case may be, submit ta the Gty a written statement setting forth the general nature and :monetary extent of such clai�n;' provided the City, in its sole discretion, may extend such five (5) day submitkal period upon .r�uest by the Cantractor. The Contraekor shall supPly such supporting dacumer�ts and analysis for �th� claims as the- Gty may requ�re to determir�e i� th� claims. and � have rt�erit. No claim by the Canfix�ct4� f+�r ar� eqt�ii�bl� ad,ju�trrtent heFe�nder will be allaw� :r� �ss�er-t�. aftec finai �aYm�nt under Yhhis contr��t: Work antl Mafierials; t�mitt+� TI�� Conira�tor shall, when direct�d in wri��g �y the +�tty, �►m�t wcar�, �rv�t�s ar� trl�t�a'ials to be furnished under the ��ntratt. �nd �e value qf th�" �t�ii�te� wc�rk and �i�►�ter���s`. �iil� t�e deducted' from the contra�k Pnce aind the de�iv�ry scl'iedule �iill be re�i�r+ved 'if a�prop�ate: Th� value of the omitted work, s�rvices: and materiats will be a furnp sum or unit pric�� a� mutually' agreed upo� in writing by the Contrackor and ttie. City, If the p�rties �an�a�t agree on an appropriate deduction, t�e C'tty reserves the right to i�sue a unit�t�ral' �ar�ge ar�er asiju�Png the price �nd t#�e delivery+.5CMedule. Washingtan 5"tate Sal�.s Tax The Cantractor shafl' make PaYm�nt directly to th� S�ite far all applicabl� VUasC�ir�gtor� Sta� sal� taxes and all other governm+ental taxes, assessments arxi eharges. �hippirrg Charge.s �tlt prices shall include freiqht. Requ�sts for additiana! carrtp�ns�t'ron for f�+�igt�t: ctiarg�s wi11 be :rejected by the Cty. IAfarranty All materials a�d equipment sc►1d and .labor pe�formed under this c�ntract are warra�nted by the Contractor to be free from defects in rnateriats or workrnanship for � per'rcyd pf at le�ast one (ij year from date of delivety and inst�illa�ion; provided, hovsrever, that this warranty may +e�tend beyond this time period pursuant to any atl�ched warrarrtie,s. If the merchandise sold or w4rk perfarrned hereur�der is defecdve on account of workmartship ar materials, the :Contractor agrees to replace the rnerchand'ise or, a� the City'� sol� o�tion, repair the defective merchandise. All defects in work° or rnaterials shall be pr�mptly corrected. 2-10 No Waiver �f'Warranties and Cantract Righ#s Gonducting af tes�s and inspections, review of s�ci�cations or plans,, payment for goods or services, or accepfance by the City does nat consstittuute a waiver, madificataon or eacctusinn of any express or implied warranty or any right under this contr�ct or in law. City of Federal Way 21`� 1�venne SW at SW 336�' Street Inte�section T�npxovements Page lb RF$ # 13-143 Febrtiary 2U 13 RFB �': .1.-08 � � � � � � � �. � � � 2-11 Lega1 Relations The Cantractor sh�li carnply with all af the City`s resolutions and regulafiions applicable under tfiis contract and with any local, state or federal law or regulation appiicabl� to the material�, equipmenf or service provided under this contract. Neither the Contractor nor tk�e iSty �hali a�sign any interest, Qbligation or bene�t under or in this contrr��ct or transfer any interest in the �ame, whether by aSSignment or nvvation, without prior written c�r�sent of' tfi� other part�r. This contract shall be binding upan and inure ta the benefit of the succes�ors of th� parties. �-1:� Ap�pticat�e� La�nr ��d Fc�rurrr �pt a� h�er�inaf� sp�+ci�catly pxc�vatl�ci,: tt��s: cantract shall la� gouemed by and t�nstruect �c�cording to the lauv� �f the St�t� �� �ltashington induding, but not limited tv, the. Unit�orm C�mmereiat Ct�,1e; TrNe 6�A ��. Any suit aris,ing h�nefrom shall be brought in IGng CAUr�y S�ap�rr�r Cvurtx uvhit� sMal� �ave s�le and ac�lusive juri�diction and venue. 2-13 Haz�ardo:us Chemical Cammunica�an Ir� ar��r, ta ctimpl�r with `VtiIA� 296-62-:054, Hazar.d Comm�rnication, the Contractor sh�l� submit wit#� ��ch shipmertt a.Material5�f�ty Data Sheet (MSDS) for alt prncfucts c.rontaining any tox7e, products that may be harrnfut t� the end user: 'The MSDS Sheet is 1�o accampany the to�c pt�xluct�s� to the speccified delivery sit�es: Includ� the fatl�wing infc�r�matiorr in th� NfSDS� A.; Ch�mical Absta-act S�rv'r�e (CAS� numbers for every d�emical tha# is listed in the �N1SaS. _ B.. If t�te �roduct. �s actuatly :us�d ditufiett; tf�e dii�ion rate shauid be so stated in the M�DS and the hazards ar�d correspariding per�onal protec[ion, ete., aiso be Gsted. C. A statement as t�r the mter�de�f use o�. the product: 2�-14 Deliv�ry and 'Liquidated' �1�mages Time is of the essence of the cpntract and each and ali of its prodi�ions in which perfi�rmance is a�actor. The Contractor wiil be �eld t+� strict cc�mpliance with the pre�aibe+d date(s) set forth in the.se contract documents. Fc�r each and every :day that delir►ery is delayed beyvnd the specific dat�(s), damage wiA t� sustained by the City. B�ause ofi the diificulty in computing the actual damages and disadvantages to the City, and as a reasonable forecast �f actual damages �rvhich the Ciiy wiii suf�er by the delay in delivery; the parties agree that for eac{i such delay the Contractor wi11 pay the City liquidated damages (and not as a�enalty) in aceordance with 5ection 1.3 of Attachment I, Public W�rrks Contract, to compensate for any damages caused by .such delay. The City may deduct from any payment owing ta the Contractor, any liquidated damages, which may be incurred by the Coniractor pursu�nt tv fhis paragraph, 2-15 Force Majeure c�r� ofF�a� way 21°� Avenue S� at SW 336�` Stre�et interse,ctinn. Imp�m�enG,s T Pag� 17 x�B # i3-io� Febtvary 2ii13 RFB ver. 1-08 The Contractor's or City's failure to perform any of its obligations under this contract shall be excused if due to causes beyand the contral and without the fauit or negligence of the Contractor or City, re,speckively, including, but not resEricted to, acts of God, acts of public enemy, acts of any government, fire, floods, epidemics, and strikes, 2-15 Patents� �opyrigh#� and Rights in Data Arry patent�bte resui� ar material su'�tabie for copyright a�ising aiu� of this �n�ract shaU b� ovm+ed by and made :auailable ta the City for public use, unl+ess� ii�e �it� sl�atlx iri a spe�f�c case where i� is legally permissible, determine that ifi is [n the pubiic iM:�-�C° f�a�� i� �� �e � owr�ed or a�ailabte, The fonb�actor agr�s that the ow�ership of any pians, .drawir�s, d�s'rgns� ��^itica�t�nsr c;t�mputer prograrr�s, �nical r�ports�. operating m�nuals, �icuTati�n�, ruat� ar�! a�er wortc submitt+�el or �rhir,h is speafied to be delivered under. thi� cx�nbract; �►t�her� ar nat compiete: (referretl to in th�s subs�eEtion as �Subject aata�, shail �ie v�steti: in th+� �ty or such other local, state or federal agency, if any, as m�y be pravi�ed by separa�e �cint��ct w��h the City: All such 5ubjecC Data Ft�mished b�r the Contractor pursuant ta this rcin�r�. o�i+�r than documents �zdusively fcu� internal use by the Cit�a shall carry such not�tions ;�n t�e frani c�v�r or a title page (or in such ,case of maps, in �e same block� as may be r+�qu+�+ed b}r the City. The �ontrackor shall atsa place their endorsernent on all Subje�k Data fiumistred by them. AII such id�r�tific�tion details shall' be subject to appror►al by th� City priorto printing� The Contractor shalt ;ensure that substantially the foregoing paragraphs are fnc�uded in ea+�h subcontract f�r the work o� the projeet. 2-%7 Raten% and Royait�es Th� cost� invotrred in I�i�ense f+ees, royalties or in �efendirtig clairns ft�r any patent�d inrrention, a�rticte, process or method that may be. used in or conn�cted withi tt�e wor1� u.nder th'ts eontract or with t1't� use c�� complete work by fihe Cit�, shall be p�iid by° th� �ntra�tor�. The �ontractor and the Contractor's suretie.s shal(, at their own c�st, def�nd,. inder�nifiy �nd h�td the City, �gether with its officers and empioyees, harmless against any an�i �il demands made for such fe+�s, rayalties or claims brought ar made by tl�e hc�td�r of any invention or pater�t. Before finai payrnent is made on the account of this cantract, the Contractor shall, if requested by the �ty, fumish acceptable proof af a;proper rel�ase of the City, its afficers, agents and employees'ftom all such fees or ctaims. Should the Corrtractor, it�s agent, s�rvant� or employees, or any pf them be enjoinecl frorn. furnishing or using `any invenfion, article, material, camputer programs; 'ar .�q�aPprt'ier�t supplied or requirec# to be supplied or used under the contractf th� Cor�tractor shatl promptly substitute other articles, materials, computer programs or equiprrten� in I'riei� thereof of equal efFciency, quality, finish, suitability and market value, and satisfactory in all respects to the City. 2-18 Disputes, Claims and Appeals City of Federai Way 21�Avemie SW at SW 336'� Street. th Inte�st�ti�n Imprc��reme�ts 5 Page 18 i2IzB # 1�-1Q3 Febn�y 2p13 RFB �+et.1-t� � Questions or claims regarding meaning and intent of the contract or arising from this �contract, shall be referred by the Contractar in writing to the Purchasin� Coordinator for . decision within five (5) days of the date in which the Contractor knows or should know of the question or claim. The Purchasing Cpordinator will ordinarily re.spond ta the Cantractor � in writing with � decision, but absent such written response, the questifln or claim shall be deemed denie�l upon the tenth (lU"') day following receipt by the Purchasing Coorciinatar. � In the evenf the Contractor disagrees with any determination or .decision af �he Purchasing Coordinator, the Contractor shall,. within fiftee� (�5) days af the date af such determination or d�ision, appeal t�te determination ar decisiar� in writing ta th� Mayo�. 5ach: wriiten notice or;appeal sh�ll include, all dt�curnents and ather informati�n necessary to �ubstantiate the appeal, Tf�� I��y�� wiil re�iew �h� appeat and `�-�nsmi� � decisi+nr� irt writing to the Cantractor withirr thirty (30) days from i�e date of receip� of ifie app�al� Failure of the Contrac�or to appeal th� decisic�n �ar deterrnina�i�n of t�re Pufd�asing Co+��dinator within said 15-tiay period, wilt cpnstitute: a waiver of ;khe Contractor`� righ� t� �her�after a�sert ar�y ,ctaim resulting from such determinatic�rt or decisian. Ap�al ta the Mayor shall: be a condi�on precedent to liiigatir�n hereunc�er. AC! cCaims, caunter�laim�, di�putes and otl�er m�tt�rs in questicin be�.in+een the C`�ty and th� Contractor that are r�ot res�lved between the Purchasing Coord'rnatcrr and the �ntr�ctar will be de�ided in the Superior Court: of Kirtg Caun�y, itVashingtan, v�hich shall l�av� exclusive jurisdiction and venue over all rr�tters in questit�n betw�n ifie C'aty :antl the Corrtractar. This cantract shall be interpreteri :and canstrueti in ��ccairdance with th� laws ofthe State of 1Nashington. � Pending final de�i�ion 4f the d�spute hereunder, the Contractor shail prt�ed ditigerrtly w`�th the performance of the cc�ntract and in accordance with the di`rection of the Rurchasing �ordinatar. Fai�ure ta comply precis�ty wifih ttt� tirrte deadlin� uncler the paragraph as to any claim, shall operate as a.re(ease �f' that claim and a presurnpiron of prejudice to #h� � ��• � � � � 2-19 Recycted Products Th� Cantra'ctor :sfiall `use recyclecl' pa�er for pr.t�pbs�i� ��d for ar�y print�d t�r ph�ocopied m�teriaf created pursu�nt to a eont�act with tihe City whenever pracCic�ble: anc� use both sides of paper sheets f�r re�rts submitted to the �"�y when�v�r prackicabt�. In the event this RFB covers the sale of prt�duck to the City tha� is capable of cortt�ining recycled materials, Contractor is hereby advised that the C�ty intends t�o pracure products with recyded conterrt, pursuant: to the recycled content notice del�v�recl wi�h these bid documents. Contractor shall certify the percentage of recycled content and products sold to the City, includin� �; percentage of post-cc�nsumer waste that is in the produ�t. This certification is required ta be in th� f�rm of a la�bel on the prpduCt or � statemer�� by the Contractor attached to the bid documents. The certifrcation �n mu�t"r-companent ar mult"r� material prQducts shall verify th� percentage �nd type of post cansumer waste �nd recycled content by volume ��nfiain�d in the m�jor cdnstituents of the product. The ContraCtor agrees to grant the �ty, as a procuring agency, permission to verify the certification of recycled content by review of the bidder`s or manufaeturer's recoeds as a condifron :of any bid award, in the event of a brdder's protest, or ot�er challenge to the bid accepted. �"it�+ of Fed�a�ai Way 21't Ayenue SW at SW 336�` StreeY Tttkers�Cion �imve�uei�ts Page 19 RFB # i3-103 February 2U13 R�?B �er. i-08 City of F�eral Way 21 s` Avenue �W at SW 336�` 5tr�t Intersectim� Imp�zvemeints Pag� 20 RFB # 13-1U3 Februat�r ��i3 R�B ver. �-08 � � � � AttachmentA Nt) BID RESPONSE FORM Wh�n submitting a"No Bid", mail this compi+et�ci form fo Federa� Wa�r Purchasing, 33325 8�' Av�nue South, Federal Way, Washington 98043-6325. Be sure the form [s in a sealed en�elape with the bid number and bid �itle indicated on the outsitle af the envelope. The form rn�isr 6�e received tsy the date and �ime spec'rfied for the bid o�ening :as indicate+d in Seckion i-i. � il r� return this ft�rm if nat submitCing a formal bid, mav result in yoi�r- firm being rem�v�c! from the C'�ty's master bidder's mailing list: �xl Nu�mt�r. �� r�. I�FB No. i3�iQ3. A �annot c�rnply with specifi�a�ions;. c� C�nnot meet deliv�ry requirement: � Do not regularly manufacEure flr seii the �.jrpe of ca,�nrrtt�ii�r irS�c�Cv�d.: ❑ 4th�r (pt�ase: specif�r�. F�cplanation af' reason(s� checked: Check on+� of �f�e following: . �• �v WE C�Q NOT d�ire to b� r�tained an the mailing lisfi for fiuture prc���rtts� �f �h�� ct�mmodity. Fir�n Name: _. Addres�sc Phane; Signature Date N�me (Type Or Print) City of Federal Way 21� Avenne SW at SW 336�' Street inteis�ctivn; Imprcrveme�ts Title Fage 21 R�B # 13-143' February 201� R�B v�er. l� CiiydfFederal Way RFB # 1�-143 21�A.venue SW at SW 336�' Street February �fll� intersection �mprove�rents Pa�e 22 RFB �r.1� �J � � � L� � � � � � � �_ _J I � � � � � BIDDER'S CHECKLIST The bidder's attention is especially calied to the following forms, which must be executed in full as required and submitted as part of the bid. Failure to comply shall result in rejection of any bid not so complying. [� Bid Form (Attachment B) The Bid Form shall be completed and fully executed, including filling in the total bid amount. [c� Bid Schedule (Attachment C) The unit prices shall be set forth in the space provided. � Bid Sianature Paae (Attachment D) The Bid Signature Page shall be filled in and fully executed by the bidder. [� Bid Bond Form (Attachment E) This form is to be executed by the bidder and the surety company unless a certified check is submitted with the bid. The amount of this bond or certified check shall not be less than five percent (5%) of the total bid amount and shall be shown in both words and figures. [i]� Subcontractor List (Attachment F) The Subcontractor List shall be filled in by the bidder. (This section may/may not apply) � Combined Affidavit and Certification Form (Attachment G) This form must be subscribed to and sworn before a Notary Public and notarized. (� Contractor's Comnliance Statement (Attachment H) The Contractor's Compliance Statement shall be filled in and fully executed by the bidder. � Contractor's Certificate of Reaistration The bidder shall provide a copy of Contractor's current registration with the State of Washington. � Contractor`s State Identification Numbers The bidder shall provide a copy of Contractor's current state unified business identi�er �. number and, as applicable, an employment security department number and state excise tax registration number. � � �� City of Federal Way 2151 Avenue SW at SW 3361h Street Intersecrion Improvements Page 3 t�B # 13-io3 February 2013 RFB ver. 1-08 ' � � r �J r � � ' � � ' C� ' ' ' Attachment B BID FORM CITY OF FEDERAL WAY ADDENDUM No. 4 21� Avenue SW at SW 336"' Str�t IntersecNon improvements BID FORM Bidder: SCI INFRASTRUCTURE, LLC pa�: 4 3° 2� -- I 3 To City Council Members City of Federal Way 33325 8th Ave South Federal Way, Washington 98003-6325 Pursuant to and in compliance with your advertisement for bids for construction of 21� Avenue SW at SW 336"' 5treet Intersection Improvements, and other documents relating thereto, the undersigned has carefully examined all of the bid and contract documents as the premises and conditions affecting the delivery, supply and maintenance of 21� Avenue SW at SW 336�' Street Intersection Improvements, and hereby proposes to furnish all labor, materials and perForm all work as required in strict accordance with the contract documents, for the above-referenced amount, inclusive of Washington State sales tax and all other government taxes, assessments and charges as required by law. The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (5%) of the total amount bid is attached hereto, which it is agreed shall be collected and retained by the City as liquidated damages in the event this bid is accepted by the City within forty-five (45) calendar days after the day of the bid opening and the undersigned fails to execute the 21� Avenue SW at SW 336"' Street Intersection Improvements Public Works Contract and to provide the required certificate of insurance to the City, under the conditions thereof, within ten (10) calendar days after the Notice of Award; otherwise said Bid Security will be returned to the undersigned. Bond or Certified Check � 0 N D ° �� � Dollars ($ " ) The Bidder shall complete this enfire Bid Form or this bid may be considered non-responsive. The City may correct obvious mathematical errors. ' City of Federal Way 21�` Avenue SW at SW 336�' Street Intersection Improvements Addendum 4 � Page 23 RFB # 13-103 February 2013 RFB ver. 1-08 The City of Federal Way reserves the right to reject any and ali bids, waive any informalities or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. Receipt of the following Addendums is hereby acknowledged: Addendum No. i Date Issued: _3 / L 3 Addendum No. ? Date Issued: 3 S Addendum No. � Date Issued: �_ �/ 3 � Addendum No. � Date Issued: ��� l 3 �, M �-� � L��p } L�T,,,� �r�MP�`�J �CI INFRASTRUCTURE, LLC � Firm Name (De/ete Two) S�i�N�,�E�93J� Bidder's State License No. �o� 09� e57 Bidder's State Tax No. City of Federal Way 21�` Avenue SW at SW 336`h Street Intersection Improvements Addendum 4 0 Signature �1 J� P�ar�-.,� Title Page 24 RFB # 13-103 February 2013 RFB ver. 1-08 Attad►ment C BID SCHEDULE CITY OF FEDERAL WAY 21'� Avenue SW at SW 336�' Street Intersection Improvements RFB # 13-103 ADDENDUM No. 3 BID SCHEDULE A-21st Areeue SW at SW 336th Stroet InteraecNon hprovements rcro a�r i�a Addendum No. 3 Page 25 ver. 1-08 , � � �� 21st Avenue SW at Sw 338th Strcet February 2013 Intersecllon knprovements RFB S 13-103 Addendwn No. 3 PeB� 28 �� �� � � � � � � � � � 1J � � � � Intersectlon Ir�quovemeMs M � Addentlum No,3 Page 27 � 1� NO. UNIT PRICE IN WORDS 7120 DUCTILE IRON STORM SEWER PIPE 8 IN. DIAM. s� �+�'(y -�F � v� N`' c o 7130 TESTING STORM SEWER PIPE -tv� i 4"'� i o 0 7300 ' MANHOLE 481N. DIAM. TYPE 3 �pVR �(1i1l�SICNp �1 V� �1/N'D C�{� $ � O v 7140 MANHOLE 601N. DIAM. TYPE 3 F'i V� � 1-tD�s KN 1� Q�� o v 7150 MANHOLE 721N, DIAM. TYPE 3 �v�N —T t�'DUS 1rND �Twa �}VN�i� �s �� DU 7160 ROUND LOCKING SOLI� COVER �, vc t�vN�tzF� �- � r on 7170 RUBBER ADJUSTMENTRISER "'�w� 11'UN�12��D �- Ne i Do 7780 THROUGH CURB INLET FRAME AND GRATE WITH VERTICAL CURB S�x I N012�p g�"� 1�� 7190 VANED GRATE ON� �"��DR�� �l 1�-1'Y � � 1 c�o 7200 ADJUST CATCH BASIN TO RADE � "'T �� t"h1ND r� �► �(Y �? �`'/► t� 0 7210 i1DJUST JUN Tl B O GRA E (�tv� ��Nb n-� �� �FZY N`� i b o 7220 A JUST ST RM I ANHOIE TO GRADE � �'U Np Iz'�iD 4� l b o 7230 CATCH BASIN TYPE 1 , pNF � �sM�n �' 1-``/� o0 7240 AREA DRAIN Q N� � r1V U S OCi�D � w� v � 7250 CATCH BASIN TYPE 2 481N. D{AM, � tfiC��F.� ^Tt�tJS/ch�� �� �"��� n B� N� 7260 CONNECTION TO DRAINAOE 3TRUCTURE � d� �"�.yNp��P � 166 7270 CONS7RUCTION EOTEXTILE FOR SEPARATION '""SW c? �- N � � 0 T280 FRAME AND VANED GRATE S �v'�' �N912� �t �("`j' 4 ��� u v 7290 H� N�TY MA \�`1:.�s ��1 Q�E�. �/� O d � �V 7310 GONCRETEINLET t? N E t rto�s �� �"�I, u� 7320 RAVEL BACKFILL FQR PIPE ZONE 6EDDING "�\A,�.�N �'� � �oL � �� b o 7330 CATCH BASIN INSERT S\ x L'�Vt�DC�V�V �w��'� �'tU� � � 1 �o 7340 STORMWATERFILTERA �lx-rY �t�� Zt�vusn-�+b �2. ��i o 0 7350 PRETREATMENT UNIT A � i.�6N �1-�'dVS�C�'P �r ��t e 0 7360 PRETREATMENT UNIT B ,.� 'i ��i��7 S� x—( L-i-uvs �� N� � ov 7370 t,E�IELSPREADBR 'tnNO `ZtjvUS kN � �l V'� NvNC? � ��`'j`D� 8000 9£EUHJG AMO FEEiTIL2MIG BY HAND DN� �. 5° po City of Federel Wey 21s[ Avenue SW at SW 338ih Street FeWuary 2013 IMersectlon ImprovemeMs Addendun No, 3 Page 28 LS QUANTITY OOLLARS -� � �1 / ,,, � ��� � ' �r ' r� � �ii ri� � �• . � � i� �• . r J � �/ � '�� .i• �� � r �� � r �� ir � /• ' '� � I 1 � ► ►�s � �� � �� 1 � r• ` �i � ' �� - ri �� �si� ��� � �.. �„ !l+'•1•�[?iv-_—.� � ' � �� > ►i . �� r�� r�� � � 1�r . i�• , •, i� � � '� �r +: ITEM IT�M pESCRIPI'ION UNIT APPRDX. UHl7 PR3CE AMOUNY NQ. UNiT PRICE IN WORDS QUANTITY ��u� ��� 8010 ONSRE AND OFF-SITE WATER MANAGEMENT �5 � S�x'1F�N Z1-�o�lsfcP'D � N��► o o U — 8020 SEEDING, FERTILIZING, AND MULCHINQ AC 0.40 ���N �Z � �S kN U 4��10 a `I ppp- Z i�p - 8D:l0 SILT fENCE � LF B9 V��,- w� 0 o J 44a ' 8040 STORMWATER POLLUTION PREVENTION PLAN AtJD PERMIT COMPLIANCE � LS 1 ��'� �'S 1�1� P� l'�+� I"}v ND �� 1 U a ��OD ~' 1�jDO " 8050 UN3UITABLE FOUNDATION EXCAVATION,1NCl. HAUL CY 500 'T w'��►-r Y 4�''� i o p �O ' f � G� 8080 STABILIZED CONSTRUCTI�1 ENTRANCE SY 83 ���( �-t %�'' � '.� l � �, 15 -- I z4-5 - 8070 STORMWATER POND EXCAVATION INCL HAl1L CY 280 �j Fr��N-ti� 6N � S° � 0 0 (�l si 9" �DO 8080 BIOSWALE SEEDING AC 0.10 � � A''c#"'( -11�tlUsA-1*�l� �IVF ��ND1f�f3 � � OU �� � �� � 8090 RO510NIWATER P LUT T FA 1 E7,000.00 57,000 5�.� s ���na 8100 ESC LEAO DAY 200 $rriV�N`l lVF �7r �� 1� v �%�— I SDO[>. 8110 HIGH Vf51811{TY FENCE LF 2,875 '�l't'R-�� � "v 1 0 0 3 " � (�a� 8120 WLET PROTECTION � EA 40 � R'� `'� � d�' � N/ 1 C� v �� � e�3o ToP soi� Tr� a cv ts a_ 'T�11 tyi"( '—[t1'1'L� `�, N �10 a �J3 ^ "�Z — 814Q PSIPE PYRU3 CALLERYANA'CHANTICLEER' 2-12" CAL EA 14 wv �ivt�o ��Or�--t`1 �, '"°�t o � Z�b - 3 8150 SOD LAW N, INCLUDES 4" TOPSOIL SF 78,419 O N� � Z`�/ o v � v23— 8180 BARK OR WO00 CHIP MULCH CY 40 +�-��( Fr u r '� N� v � �— ��� 8170 COMPOST AMENDED SOIL CY 210 �f,- Q �t1'R-�l FI vi-c ���i 1� o Tj - "/'�j� _ 8180 REPAIR EXISTINC� IRRIGATION SYSTEMS FA i 55,000.00 L5,000 �IVG �ttOUSKNp � ~v 1 (76 8190 WHEEL TOP,PRECAST EA 1 , � �N� �2� RT��'� `� � t D G �ao - �a� - 8200 PREGAST DUAL FACED SLOPED MOUNTABLE CURB LF 1,923 '-Tv�� �11 V£ �� D 0 v?�' 4$ 075� 8270 PRECAST SLOPED MOUNTABLE CURB LF 242 � wF.�t� z"'( '�t v� �� t o o e?� ' � DS �— 8220 CEMENT CONQ TRAFFIC CURB AND GUTTER LF 2,818 f F���t`' `� � t D O �`5�� 43 lo�'I 8230 EXTRUDED CURB, TYPE 6 LF 500 � � � �-� `� �"%� � o l,s�O � 7Sb 8240 CEMENT CqVC PAVEMENT APPROACH 3-DAY SY 352 �C�-�y ���,-� 4 N° �ao '�— �S� 8250 RAISED PAVEMENT MARKER TYPE 2 �O HUN 32 �ov� ��Nn�-� S1X�ti ��v�`� % t�p `f'b5-- 14 S�D _ 8260 BLpCK Vp�IYL COATED CHAIN UNK FENCE TYPE 4 LF 46d -t`'I �=ov�1.- 4 N� � D U o�" � 1 13to 8270 �t�'I:AC� CH�IN 1:INK'fENCE FABRIC-8FT lF 175 _ � �'�I�U ���' � �%�� . c�ry ot reaerai wey 21st Avenue 3W at SW 336tlt SUeet Fe�uary 2013 Intersec6on Improvements RFB Y 73-103 Addend�n No. 3 Pape 29 ver. 1-08 NO. UNIT PRICE IN WORDS 8280 l7iDW8LE 74 Ft. CHAIN UNK G< 1J � 'l� � I�'v N'f�� '�„ N� DO (wa �N9�P � N'�/ 0 0 iAONUMENT CASE, COVER, AND PIPE TC'�� � Nfll'�-� 1' 1�'�'`i ���l t� a �EMENT CONC CURB RAMP TYPE M�IFIED A O '7 wo � N �t�'O l�.N � N�� � � ____ �EMEN7 CONC CURB RAMP TYPE MODIFIED B —Cwc t1v r�o�D Srx�ty � Na/ u o �EMENT CONC CURB RAMP TY£'E MODIFIED C � `�W o 1�'(1 N 0`��'iU ��N Q- �/� o 0 U CEMENT CONC CURB RAMP TYPE MODiFiED D �,� �l N V �`.T��/ ���� 1 �Iv� A �v- CEMENT CONC CURB RAMP TYPE PARALLEL A �-; nN� �TI�OVS!'�1"o S�/�NH�NDI�D �t(�(Y���06 CEMENT CANC CURB RAMP TYPE PARAILEL 8 ,� ��3F �1pUSit1J� S�'r��N tivND�P �1i�"t`C;'�il v� CEMENT CONC. CURB RAMP TYPE A ' OI� �1'j'DV51CN� �(�r� �'YND�� $��ac CEMENT CONC. CURB RAMP TYPE B 4N� ��o�S�kN9 �Ov(��NDP�P � ��oo CEAAENT CONC. CURB RAMP 7YPE C �i+� F'Z I�19 VS kt�Q '�'�►1% r}V NDCl � 4� D G CEMENT CONC. SIDEWALK iw �-cH � v � � '''°/, v� ouar�v sPa��s � �f (�''i`� `'� �� (� d iRAFFIC SIGNAL SYSTEM -19TH AVE SW AT SW CAMPUS DRIVE, COMPLETE ��W��N�'1 (iN� �(4�IVVS 11'Np �. ��I o6 TRAFFIC SIGNAL SYSTEM - 21 ST AVENUE SW AT SW 338TH ST, COMPLETE v fjvNO V S D g� 1 oa TRAPF�C SIGNAL SYSTEM -21ST AVE SW AT SW 334TH ST AND MID-BLOCK FIASHING CROSSWALK, COMPL TE '�trro Vsrct� � � o 0 TRAFFIC SIGNAL SYSTEM -24TH PLACE SW AT SW 336TH ST, COMPLETE �y �NE t^�tJt�o l"I-F�U �I �t `f �►filUSfi�K� �N/! /�v �I�cY V�iv� ���in� 947U ILLVM{NAIIUIV:iYA'ItM,GVMYLtIt �1'f' . V i /r1�i� �' �� 00 8480 INTERCONNECT SYSTEM,COAAPLE7E nME I�NrR F1 V� —C 1CNO �� o 8490 PERMANENT SIGNING � d�-f'I � 1't'V1/S k�h �I V� � N N� IZ�O ���b0 � � � $„ 5i7 Q 8510 PAINT LINE Zr�o �- ��oU 8520 PLASTICCROSSWALKIINE -7t"�..� � 2� i D U 8530 PLASTIC STOP LME � v�. � � C? d 8540 PLA3TICTRAFf4EJ4�iROW � x-ly 5�►�� �'��I o� ciy o� Feder� way 21st Averpie SW at SW 3381h 3Veef Fe6ruary 2013 IMersecGon Improvements Addentlum No 3 Page 30 LS QUANTITY I DOLUIRS I DOIIARS reu�rc rcu�c� 5 4 � `�S U � `75 (� � 2cr�— 5aa�- �p— �p> — ��v - 3 1So -- Z6d ' $ �h� Z10— � 2�D- ZZ� �j JSU- )�7�D- 24500- i 7.�0 - 3 S0�— � sa�� I b 5t-v- o� - %�— �� Z.s'- bZ 5b � 3 boo - 2► �oao - 2�iac�v- 205r�ppo — 205 � 060 /� + j � � ... lS�% Db0- �,���� 5� = z� 5on 45, oab- 45,ao�- Ua�DDU—' IV� � $,500- S c�— �4 �'° 1 � 19q • � � �1 D 3 325 � ���' s�- l 86r� _ �� - 4 020 RFB # 13103 ver. 1-0B NO. UNIT PRICE IN WORDS 8550 PtASTIC TRAFFIC �ETTER ���-�v � "� , u � 8580 PLASTIC Y1ELD LINE SYMBOL �111-��-7�1 � r`'� � o u 8570 PROFILEDPLASTIC LM1E °'�v,� a q r' °/ e o 8580 PLASTIC ACCESS PARKING SPACE SYAA80L 4 N� �11 N S> i2-� $ r'�) 0 0 8590 PLASTIC DOTTED EXTEPISION LINE �v�, n � N`� c� v 8800 REMOVING TEMPORA Y PAVEMENT MARKING �z�.� � �s/� D � 8610 BACKFILL FOFi ROCKWALL f N�z� � �'° � Dv 8820 ROCK FOR R6CK W ALL �N� �Nfl��'� $ N� 1 (7G 8830 MODULAR BLOCK WALL '� iN��N��� (1't�'-�� � N� t � b 8640 UTILfTY POTHOLING �'IV�- � S�"N� �- �� Q 0 RESOLUTION � UTILITY CONFUCT3 `�wF.� v� � vslrN ���'� i o v POROU3 CONCRETE GRID PAVEMENT SYSTEM S i x�7`( '� �`�' � o a PITRUN SAND ��v�.�M �'.�'/ � � FIXED BOLLARD "�tiv a Ha Nfl n� �11°f ��� I n � TON QUAN'tITY ���� DOLLARS CENTS � �O_ �O� ,4 30 - 420 — 13,220 Z — 2b �p - , ��, IDD, B,s �,�� 2 - 1 2.32 - e� j S SD� ,z �o i`� - � D$�_ l o� -- 3 doo - � 2 3 - 22, 0�0 TOTAlSCHEDULE �wa items �+k��aa aales ra �� • �O� 2 0 - 1 3ao -- Z� - SDV - 3,Ira�l . 19 �( �is Gity of Federal Way 21st Avanue SW at SW 336th Street febniary 2013 Irrtersection ImprovemerNa RF8 S 13103 Addendum No. 3 Page 31 ver_ 1-0B NO. UNIT PRICE IN WORDS 9000 RETRAINING PSE CONDUR �IVF —lrtuVSn �10 (tEMOVAL OF STRUCTURES � Fl VC. �ot� : 9020 IN$TALL 2" DB12D Conduht S � � � Ui 9030 fNSTALL 3" �720 Cood�i� U Attachment C BID SCHEDULE CITY OF FEDERAL WAY 21" A�enue SW at SW 336�' Street ir�tersodion Improveme�rts RFB # 13-103 ADDENDUM No.3 BID SCHEDULE e-Puqet Sound Energy Ail unit prioes in Bid Schedule B ahall incfude appNcable sales tax. Qu�rrrznr 0 S�� � � o0 INSTALL 4° D8120 CorWWt 1�� �b�1D0 INSTALL 6" DB120 Caeduit � W�N"i"'7 � Ne�l U U �� N$TALL 42'kd8' �o�� i�h 1 -rac VV�,i r+��ti vnv�ia °�'%l O b �_ ia vaui� �a� � a�v�� ,►'� �V r�pp�'� � ��i 0 0 �d Veulla (JOB 8 J i 1} . � t v� HVIJD�-r`� �r'�/, DU VauM (W3) � S�V�iN�°'% �IU� � /I I?� � �vo,> � ��ov �(H�aj � ��/IUV a(H3A) / � 4 �l i vb T07ALSCHEDULE (bW items inciude sales ta ) I.t � � � . � ' i � � i�i�ii .• . . � •'• � • �• r� r.. � i ��a �� � i �� . �� .� , � •i i i� � � cny of F�e.ai wey 21st Avenue SW at SW 336tft Street Febniary 2U13 tderseclioa Improvemems RFB # 13-103 Addendwn No 3 Paga 32 ver.1-0B Attathment C BID SCHEDULE CITY OF FEDERAI WAY 21'� Avenue SW at SW 336"' Straet Interae�tton Improvemee� RFB # 13-303 ADDENDUM No. 3 BID SCHEDULE C -CenturyLink All unit prices in Bid Schedule C shall include applicable sal� tax. NO. IUN3T PRICE IN YYORDS '�tfp-F� � 3� D v INSTALL 1iANDHOLE 284-TA ON� 7hvvsnr� INSTALL HANDHOLE 25-TA bn� "1+SUVsJt�D ' 'Two I� N D r�� -ccrviurtrurvn ? ��t b b �� ti' D� � / o ttvNO� . ttvr�qw-� N� c� O 4 n'��► v � j�/i / � �i QIJAN7'ITY 1.00 TOTAL SCHEDULE (bW ibems indude sales tt � .� - 3, Da°- �'° (� 1� i — I 30� - � 3�a— l Zoo- 1 Zov - 1 - < <f�' Z�- Zod- �� ' �� � ��J�rJ1� � Gty of Fedaral Way 21st Avenue SW at SW 336fh Street Fabruary 2013 ����d� ��o��� RFB # 13103 Addentlum N0. 3 Page 33 �• 1� Atiad►ment C BID SCHEDULE CITY OF FEDERAL WAY 21d Avenue SW at SW 336`" Sbreet IMersection Improvements RFB # 13-103 ADDENDUM No. 3 BID SCHEDULE D -Comurt All unit priees in Bid Schadule D shali indude appliuble sales tax. No. u�n wuce iN wo� 9190 REMOVAL OF STRUCTURES AND OBSTRUCTIONS - COM �"1 v��'iUv� �f� 4 N��� C o 'NSTALL 2" SCHEOULE 40 PVC CONDUI7 ""� w o g, �,`'/ o a NSTALL 4" SCHEDUIE 40 PVC CONDUII ��F� ���Ivv NSTAIL YAULT SGLB 3048 �rn�cz- �{vN'Dn� N��i 0 0 � Qu�r TOTAL SCNEDULE D ��������� 5 000 - S oao— Z z..= 2 , 33�{ 3 �i 1 � QiS`�?' 400' �- ���^ ��� - �i_ ���s �v cny ot Federe� way 21s[ Avenue SW et SW 3381h Street February 2013 Intersectlon knprovemerds RFB # 13-103 AtltlerMUm No. 3 P88e � V°�' �� � � � � � � � Attachment D BID SIGNATURE PAGE Date: � �° � � � 3 The undersigned bidder hereby proposes and agrees to deliver the equipment and/or services pursuant to the 21� Avenue SW at SW 336�' Street Intersection Improvements and comply with all other terms and conditions of the contract and bid documents of RFB 13-103. No bidder may withdraw his/her bid for a period of ninety (90) days after the day of bid opening. The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (5%) of the total amount will be delivered to the City. The undersigned individual represents and warrants that he or she is dully authorized to execute the bid and all bid documents on behalf of any partnership, joint venture or corporation. LI M 1`t � l,l �1 �1�`�( C onP�N`� SCI INFRASTRUCTURE, LLC Company (De%te Two) City of Federal Way 21s1 Avenue SW at SW 336''' SVeet Intersection Improvements Page 35 By: (Signature) M �►�- � � �� � o (Printed Name) Its: 1� I PrN P�i�� (Title) � z�2� � � s�-��t s T � �n�r—r � �N I'� � � t � 8 (Address) 2� � - 2`�'�- �� 3� (Telephone Number) RFB # 13-103 February 2013 RFB ver. 1-08 �t �� f� t` � � LJ I LJ � � Attachment` E BID BOND FORM Herewith find deposit in tl� form of a certified check, cashters check, cash, or bid bond in the amount of $ 5,� nf R; a* , which amount is not less than five percent (5°/0) of the total bid. *Amount BID BOND KNOW ALL PERSONS BY THESE PRESENTS that we, SCI Infrastructure, LLC , a5 Principai, and Mornl��ntG �onding Comvanv , as Surety, are heid and firmly bound unto the Gty af Federal Way, as Obfigee, in the penal sum of �_,�.� R; � Amrn�nt and _J100 dollars ($ ), for the payment of which the Prinapai and the Surety bond thems�lves, their heirs and executors, administrators, suct�ssors and assigns, jointly and severelly, by these presents. The condition of this obligation is such that if the Obiigee shali make any award to the Principal for: 21�` Avenue SW at SW 336�' Street Intersecdon Improvements According #o the terms of the proposal or bid made by the Princ�pal therefore, and the Prinapal shal! duly make and er�ter into a contract with the Obligee in aocordanoe with the terms of said proposal or bid and award and shall give bond for the faithful petformance thereof, with Surety a� Sureties appraved by the Obligee; or if the Principal shafl in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the caN for bids, then this obligati� shali be null and void; otherwise, it shall be, and remain in full force and effect, and the Surety shali forthwith pay and forfeit to the Obligee as penatty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS 215t DAY OFMarch , ZQ 13 SCI Inf astructure, LLC By � Prinapai Merc ts onding Co pa � G SUI'@ly Gordon E Wibbens, Attorney-in-fact Dafie: March 21 ,2�13. Received retum of deposit in the sum of $ � cny ofFea� way 21°` Avemie SW at SW 336'�' SV�t Intersection Improvements � Page 37 RFB # 13-103 February 2013 RFB ver. 1-08 � ���� �� �r� BC)NBING COMFANY,M � ' POWEI� OF ATTORNEY Know Ali Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations duly organized under the laws of the State of lowa (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint, individually, Gordon E Wibbens; Nicholas Wibbens � of Mukilteo and State of Wp their true and lawfui Attorney-in-Fact, with full power and authority hereby conferred in their name, place and stead, to sign, execute, acknowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other written obligations in the nature thereof, subjed to the limitation that any such instrument shall not exceed the amount of: 1 SIX MILLION ($6,000,000.00) DOLLARS and to bind the Companies thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized o�cers of the Companies, and all the acts of said Attorney-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. 1 ! I �_ � � � � This Power-of-Attomey is made and executed pursuant to and by authority of the following By-Laws adopted by the Board of Directors of the Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and defivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In Witness Whereof, the Companies have caused this instrument to be signed and seated this 2nd day of Merch , 2012 . , STATE OF IOWA COUNTY OF POLK ss. �����}� �Qr�� % �r t�� � R . �:._e'� pR,q �pO, �. �r;•. Y. � � �_ �;G +'( : � v=. 2003 :.�, 's ' ,r i,�.f`h;�•. ..••..)!� 3`3� M.. �R __,�.•`�', .•--••. •� 01N� C�'1o. ;�o�o�iPOq :,9' . • � • V '�i� �%.L � �Fy+:•= -O- �%,�� ' �'• 1933 :' c: .y • ;. •C1►• • � •� . • ��., ••;,� � . �• . •� . . • •...... MERCHANTS BONDING COMPANY (MUTUALj MERCHANTS NATIONAL BONDING, INC. By � �a/y�� President I On this 2nd day of MarCh 2012 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. � u � i 1 j In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of Des Moines, lowa, the day and year first above written. �+ �,, MARANDA GREENWALT � � � +��� Commission Number 770372 My Commission Expires October 28, 2014 Notary Public, Po/k County, lowa STATE OF IOWA COUNTY OF POLK ss. I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 21Stdayof March �_„�Q13 • ��� � POA 0014 (11/11) . �,��'*� 101�,�� ��',, �. ...... . � •. .��, :��t �R4� , p. �: � -o_ �:� •`�: : z �s. zoos :.� `��'• ' s ,, .�`j�,'-•.....••;�<� r �'••w. �t ...�'�' �.. ... •' O�N� C�!�A . ; 0o?�APOq .9• . • : � 9� :s,�: :a"'.:? -o- r":^: ' a � 1933 �'c' •y . • �j •CY• . . . 6'��. . � . • •`•�� . . .� .• . • •...... �'/ ' � �/���. Se�xetary � � � � � � � � � � � � Attachment F SUBCONTRACTOR LIST Prepared in Compliance with RCW 39.30.060 21� Avenue SW at SW 336"' Street 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 will result in your bid being non-responsive and therefore void. Subcontractors that are proposed to perForm the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW must be named below, or name the bidder for the work. The bidder verifies that each first tier subcontractor, and every subcontractor of any tier that hires other subcontractors, has a current certificate of registration in compliance with chapter 18.27 RCW; a current Washington Unified Business Identifier (UBI) number; has Industrial Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW, if applicable; has a Washington Employment Security Department number, as required in Title 50 RCW, if applicable; has a Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW, if applicable; has an electrical contractor license, if required by Chapter 19.28 RCVU, if applicable; has an elevator contractor license, if required by Chapter 70.87 RCW. The following listed bid items (listed in numerical sequence) for this pro�ect have been proposed for subcontracting to subcontractors as indicated. SUBCONTRACTOR NAME � ��` �— -r m5��.r c. I�'�'L � � �� ff / /�- ITEM NUMBERS 9z�o-4z� $ City of Federal Way 21s1 Avenue SW at SW 336�' Street Intersection Improvements Page 39 ESTIMATED AMOUNT WMBE QUALIFIED? (Y/N) � � RFB # 13-103 February 2013 RFB ver. 1-08 Attachment G City of Federa! Way COMBINED AFFIDAVIT AND CERTIFICATION FORM Non-Coilusion, Anti-Trust, Prevailing Wage (Non-Federal Aid), Debarment, Eligibility, and Certification of Lawful Employment NON-COLLUSION AFFIDAVIT Being first duly sworn, deposes and says, that he/she is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself/herself or to any other person any advantage over other Bidder or Bidders; and NOTICE TO ALL BIDDERS ON PROJECTS INVOLVING THE U.S. DEPARTMENT OF TRANSPORTATION (USDOT) To report bid rigging activities call: 1-800-424-9071 The U.S. Department of Transportation (USDOT) operates the above toll-free hotline Monday through Friday, 8:00 a.m. to 5:00 p.m., Eastern Time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the hotline to report such activities. The hotline is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected; and CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice, overcharges resulting from anti- trust violations are, in fact, usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from anti-trust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception; and PREVAILING WAGE AFFADAVIT I, the undersigned, having duly sworn, deposed say and certify that in connection with the performance of the work of this project, will pay each classification of laborer, workperson, or mechanic employed in the performance of such work, not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and forgoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief; and City of Federal Way 21S`Avenue SW at SW 336`�' Street Intersection Improvements � Page 41 RFB # 13-103 February 2013 RFB ver. 1-08 Attachment H CONTRACTOR'S COMPLIANCE STATEMENT (President's Executive Order #11246) �ate: 0 3— Z� �� 3 This statement relates to a proposal contract with the City of Federal Way named 21� Avenue SW at SW 336th Street Intersection Improvements I am the undersigned bidder or prospective contractor. 1 represent that: I have, ❑ have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. City of Federal Way 215t Avenue SW at SW 336°i Street Intersection Improvements 1 �CI IN�RASTRUCTURE, LLC Name of Bidder By: ti�- Signature Its: I_ I �'C1� Title Page 43 2� 2� s c����- s�- ���—�c,� VU� �� i � g Address �B # i 3-io3 February 2013 RFB ver. 1-08 ' LJ ' , �J , ' � � ' , ' � , ' , � DEBARMENT AFFIDAVIT I certify that, except as noted below, the frm, association or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past three (3) years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past three (3) years. AFFIDAVIT OF ELIGIBILITY The Contractor certifies that it is properly licensed and registered under the laws of the State of Washington and has not been determined to have been in violation of RCW 50.12.070(i)(b), RCW 51.16.070(1)(b), or RCW 82.32.070(2) within the last two years. The Contractor further certifies that it has not been determined, within the last one year, to have committed any combination of two of the following violations or infractions within a five-year period: (1) Violated RCW 51.48.020(1) or 51.48.103; or (2) Committed an infraction or violation under chapter 18.27 RCW. CERTIFICATION OF LAWFUL EMPLOYMENT The contractor hereby certifies that it has complied with all provisions of the Immigration and Nationality Act, now or as herein after amended, 8 USC Section 1101 et. seq., and that all employees, including subcontractor employees, are lawfully permitted to perForm work in the United States as provided in this agreement with the City of Federal Way. FOR: Non-Collusion Affidavit, Assignment of Anti-Trust Claims to Purchaser, Prevailing Wage �davit, Debarment Affidavit, Affidavit Of Eligibility, and Certification of Lawful Employment. 21� Avenue SW at SW 336�' Street Intersection Improvements Na SCI IIV��'�,ST�tUCTURE, LLC �� Signature of Authorized Representative of Bidder -t Subsc \i,�'�i���{NO�'� to before me this�s � c� �•``\\�,Q'.••� Ezp/; •.�1�'�% � ` � : �y�o es •.. � � : � ' F .�p.R� Z : 20 �� • G: a= (' ted/typed name of notary) .� ; y��� _����'� 1� �; otary Public in and for the State of Washington %`'' �' •. z a-`.�'•��?;� M y c o m m i s s i o n e x p i r e s: D�- 2 4-� 3 % �� ••.. 05:... ��'�i,,�STAT E' `OF �P.•���,. ' City of Federal Way 2�51 Avenue SW at SW 336''' Street Intersection Improvements , Page 42 RFB # 13-103 February 2013 RFB ver. 1-08 0 � � r � � � r � � � � � � � � � � � � , �a �d �n�, � ��� � A.� a i `1 rt ` �j �� R�!D InA ► s � fi� � � � {b ` Y�� "1 � "R��_ �i ��g'�A�.l��Q ��.� 9 Y �,. �' 4� ts. _ ��'tE � C � � R �F�'.R � �� R�� ZX L/m' r�n Q ..� ��� � .���= �:i f P `� ...,r.�:"k 9�N R . ^ � c ��? " '' � `��k?3 . �i•_:: n � �°k �. "`� ' -; e s � �.� �' � ff#�� - :4P � �>�� � � � �f � *§�= a � � ! � �,:, � �; <,� � ..✓= � : e ;� � � � "� q � �, � � . � '� � : +: �� ���'r�z �,, � �µ�, '� . � `'{�� � ';� ..�: s V��, • <;,� �� ' . I�:: t ��g, sTAT$ o � � b ;e. � 4 = x BUSINESS LICENSE :P �� �h'L 1A89 ��y STATE OF WASHINGTON Unified Business ID #: 602 094 857 Domestic Limited Liability Company Business ID #: 1 Location: 1 Expires: O1-31-2014 SCI INFRASTRUCTURE, L.L.C. 2825 S 154TH ST SEATTLE WA 98188 TAX REGISTRATION INDUSTRIAL INSURANCE UNEMPLOYMENT INSURANCE CITY LICENSES/REGISTRATIDNS: BELIEVUE GENERAL BUSINESS #63463 MARYSVILLE 6ENERAL BUSINESS #0444CON908 SAMMAMISH GENERAL BUSINESS LICENSIN6 RESTRICTIONS: City of Bellevue - Must comply with all Home Occupation exemption criteria. Not licensed to hire minors without a Minor Work Permit. This document lists the registrations, endorsements, and licenses authorized for the business „�(r� named above. By accepting this document, the licensee certifies the information on the application �f was complete, true, and accurate to the best of his or her knowledge, and that business will be conducted in compliance with all applicable Washington state, county, and city regulations. �irector, Department of Re n e ' ' � , � 1 �J r UNIFIED BUSINESS IDENTIFIER 602 094 857 000 ,�O 95 STATE OF WASHINGTON EMPLOYMENT SECURITY DEPARTMENT TAX RATE NOTICE SCI IHFRASTRUCTURE LLC A ES REFERENCE# MAILINO DATE 2825 SOUTH 154TH ST SEATAC WA 98188-2034 148451 00 0 12/07/12 2013 ANNUAL TAXABLE TAX RATE WAGE BASE FOR EACH EMPLOYEE 5.82% 539,800 0.0 � IMPORTANT NOTICE: If YOU WANT US TO REVIEW YOUR TAX RATE, THE LAW SAYS YOU MUST SEND US A REQUEST IN WRITtNG NO LATER THAN 30 DAYS FROM THE MAILING DATE ABOVE. YOUR TAX RATE FOR 2013 UNEMPLOYMENT INSURANCE TAX RATE EMPLOYMENT ADMINISTRATION FUND CEAF) COMBINED TOTAL TAX RATE RATE FROM YOUR EXPERIENCE RATE FROM SOCIAL COSTS NO SOLVENCY SURCHARGE FOR 2013 TOTAL OF UNEMPLOYMENT INSURANCE TAX RATES R TAX RATE IS BASED UPON AN EXPERIENCE RATE CALCULATION FOR A REGULAR TAXABLE EMPLOYER. 5.40% 0 . 42�G N/A 5.82% THE FOLLOWING BENEFIT CHARGES AND TAXABLE WAGES WERE USED TO DETERMINE YOUR TAX RATE FOR 2013� , BENEFIT CHARGES TAXABLE WAGES TAXES PAID CINFO. ONLY) EXPERIENCE YEAR S AMOUNT $ AMOUNT S AMOUNT '7/1/11-6/30/12 452,122.68 913,865.20 53,898.05 7i1i10-6/30i11 918,822.66 3,391,720.36 203,503.22 7/1/09-6/30/10 1,533,164.78 3,871,628.44 223,881.90 7/1i08-6/30i09 1,199,145.64 7,097,620.71 385,578.72 ' TOTAL , BENEFIT RATIO FOR 2013 A BENEFIT RATIO OF ' 54,103,255.76 $15,274,834.71 5866,861.89 BENEFIT CHARGES DIVIDED BY TAXABLE WAGES EQUALS BENEFIT RATIO 54,103,255.76 - $15,274,834.71 = .268628 .268628 QUALIFIES FOR A TAX RATE CLASS OF 40 FOR 2013 �OR QUESTIONS OR CORRECTIONS ABOUT THIS NOTICE, CONTACT: �EMPLOYMENT SECURITY DEPARTMENT EXPERIENCE RATING UNIT P 0 BOX 9046 OLYMPIA WA 98507-9046 (360) 902-9670 ' C360) 902-9202 - FAX EMS 174 (REV. 11/10) -889- 3 , FOR QUESTIONS ABOUT THIS NOTICE, SEE WEBSITE: WWW.ESD.WA.GOV/TAX-RATES FOR �UESTIONS ABOUT YOUR ACCOUNT, CONTACT: EMPLOYMENT SECURITY DEPARTMENT SOUTH SOUND TAX OFFICE 1301 TACOMA AV S TACOMA WA 98402-1903 (253) 593-7380 (253) 593-7314 - FAX , L�' , , ' ' 1 ' ' LJ Attachment I PUBLIC WORKS CONTRACT FOR 21� Avenue SW at SW 336"' Street Intersection Improvements r THIS PUBLIC WORKS CONTRACT ('�Contract'� is dated effective this � day of 20,� and is made by and between the City of Federal Way, a Washington municipal cor o tion ("City or Owner'�, and SCI Infrastructure, LLC, a Washington Limited Liability Company ("Contractor'�. A. The City desires to retain an independent contractor to furnish all labor and materials necessary to perform work necessary to complete the installation of dual left-turn lanes eastbound and westbound and a right turn lane westbound. This project will include access control along SW 336th Street and also install a new traffic signal west of the intersection to allow for left turn access into the businesses north and south of the roadway. Additional work will include utility relocation, storm drainage, paving, curb, gutter, sidewalk, street lighting, signing, channelization, and landscaping, located at 21� Avenue SW at SW 336th Street, 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 21� Avenue SW at SW 336th Street Intersection Improvements project, including without limitation: ' The installation of dual left-turn lanes eastbound and westbound and a right turn lane westbound. This project wifl include access control along SW 336`h Street and also install a new traffic signal west of the intersection to allow for left turn access into the businesses north and south of the ' roadway. Additional work will include utility relocation, storm drainage, paving, curb, gutter, sidewalk, street lighting, 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, 21� Avenue SW at SW 336th Street Intersection Improvements Special Provisions, current Prevailing Wage Rates attached as Appendix A, WSDOT Standard Plans attached as Appendix B, Federal Way Standard Drawings attached as Appendix C, Geotechnical Boring Logs � City of Federal Way RFB # 13-103 215` Avenue SW at SW 336�' Street February 2013 Intersection Improvements Page 45 RFB ver. 1-08 �_1 attached as Appendix D, Night and Weekend Work Hours Waiver 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. 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 162 working days. In the event the Work is not substantially completed within the time specified, Contractor agrees to pay to the City liquidated damages in the amount set forth in the formula included in Section 1.3 of this Contract. The Work shall not be deemed completed until the City has accepted the Work and delivered a written Notice of Completion of Public Works Contract in the form attached hereto as Exhibit "A°. 1.3 Liquidated Damages. Time is of the essence of the Contract. Delays inconvenience the public and cost taxpayers undue sums of money, adding time needed for administration, inspection, and supervision. It is impractical for the City to calculate the actual cost of delays. Accordingly, the Contractor agrees to pay liquidated damages calculated on the following formula for its failure to complete this Contract on time: (1) To pay (according to the following formula) liquidated damages for each working day beyond the number of working days established for completion, and (2) To authorize the City to deduct these liquidated damages fram 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. City of Federal Way RFB # 13-103 21S` Avenue SW at SW 336`� Street February 2013 Intersection Improvements Page 46 RFB ver. 1-08 r I�� � ' ' J ' ' LJ � � lJ � l� , t � � i � � � � � � � � � �� � � � � �; � 1.6 Chanae Orders. The City may, at any time, without notice to sureties, order changes within the scope of the Work. Contractor agrees to fully perform any such alterations or additions to the Work. Ail such change orders shall be in the form of the Contract Change Order Agreernent attached hereto as F�hibit "B", which sha11 be signed by both the Contractor and the City, shall specifically state the change of the Wark, the eompletion date for such changed Wark, and any increase or decrease in the compensation to be paid to Contractor as a result of such change in the Work. t?ral change orders shail not be bindi�g upon the �ty unless confirmed in writing, by the �ity. Tf any change hereunder causes an increases or decrease'in the Contractor's cost of, or time required for, the perFc�rmance or any part of the Wark under this Cantract, an equitable adjustment witl be made and the Contract mod�fied in writing accor�iingly. If the �nntractor in�nds to assent a daim for :an equitable adjustment her-�und�r,, it �tall�; within fiv� (5) days a1�er receipt c�f a v+rritCen cha�ge order �rom th� C�ty or �ft+er givir� #� �rritCen notice required above,: as t�re cas� may be, submit to the City a written statement setEing forkh tF� general nature and rnc�net,ary e�ctent of :.such claim, provided the Gity, °in its sole dis�retion, may ex%nd sueh five (5� day subrnitral period upan request by the Contraetor. The Contractor shall supply such suppc�rking documents :and analysis for the claims as the �ity: may require: to deter'mine if the claims ar�d costs have merit.. No cfaim will be allowed for any costs incurred more than five (5) days before the Contractar gives written no�ce as required. No ctaim by the Contr�ctor for an equitable adjustment hereunder will be allowed if asserted a�ter final payment under this Contract. 1.7 Work and �laterials Omitted. The Cantractor sh�ll, when directed in writing b� the �rty, t�mit work, services and materials to be ftarnished under the Contr��t and the valu� of the otrii�tecl work and' matenal� will b� deducked ftom the Tota( Com��sation and the de(ivery schedule witf be reyiewed ifi appropr�ate. The value> ofi the omi�ted work, service.s and materials wilt be a lump surn or unit price, as mutually agreed upon in writing by the Contrackor and the City. If th+e parties cann�t agree on an appropriate deduction, the �ty reserves t�e right to issue a unila�ral change order adjusting the priee and t�e delivery schedule, 1.8 llb"Iltv LoC��it�n. �'ontr�ctor is re:�pot�ibl� for lb�tir�g any underground upliti�s af�ed by the Work and is deeKneti to be an excavator for purp�oses of Chapter 19.122 RCW, a� �mended. Cor�tractor shall be respansible far compliance with Chapter 19.1�2 RC1N, ineluding u�lization of the "ane Call" locator system before commencing any excauation activities. 1:9 �►ir Env�ronm�nt. Cantr�ctor shall fully cover any �nd all loads of loose consfnu�iion rnaterials induding witMout l�mitati�n, sand, dirt, gravel, asphalt, eucavated materials, constructian debris, etc., t� protect said materials from air exposure and tc� minimize emissiQn of airbcame particles to the amb�ent air environment within the City of Federal Way. .. This Cantr�t shall cornmence on the effeckive date of this Contra�k and con�anu�e wntii the completi�n of tF�e Work, which shall be no later than 162 working days ta �bmplete, and the expiratian: bf a(I warranties contained in the Contract Documents ("Term'�. 3�. WAitRANTY 3.1 Reauisite Ski1L The Cantractar warrants that it has the requisite skill to complei+� the Work, and is apprapriately accredited and licensed by all applicable agencies and .governmental entities, including but nat limited ta being registered to do business in the City c�f Federa! Way by CiiyofFecie�ai Way 21'` Avenue SW at �W 336`� Streef Tnters�ction ��vements Page 4'1 RFB # 13-103 February 2fl13 R�B ver. 1-�8 �B 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 €ompletion of the Work. 3.2 t�t'ecti�e VUork. The Contractor shall, at its sole cost and e3cpense, correct afl Work which the; �ty deems to have defects in workmanship and material discovered within one (1). year a�ter the �ity's final acceptar�c� of the Work as more fully set forth in the General Canditions of tt�e Corrtract. This warranty shall �urvive terminatian of this Contract. Condueting of � and inspec�ibns,. review of sp�ecifications or plans, payment for goods :or services, or acceptance by the City does not canst�tute waiver, mactifica�on or exelusion af any express or imptied warranty or any rigFit under this ContracC or law: 4. CQt�IPEI�lSkTION. �F.1 ,in -�onsideration of` the �ar�tractar performing, the W�rk, the Ci� agrees ta pa�r tfi� �r��actc�r ir� ac.�arda�ce with the Bid, �chedule, whi�h amount shall constitute �iull and «�mpl�ie pa��r►ec�t l�y th� €'�ty �TOt�i Compen5ation"}�; 4.�; Contr�ctt�r itesp�nsibl+� for Taxes. The Co�tt��cEor shall t� solefy' responsibl,e far tfi� payment of any �ax�s rmposed by any lawfui jurisdiction as a result of the performance and P�Y�e�t of �i� Contract. 4.� Nonpavme�t. The �".rty shall': Mave the ri�ght bp withhold payment to the Cor�trac�r fpr any ;of th� Wark nat ca�nptet�ed in a sati5fact�ry manner, in the �ty's sol� discx-etion, whic� shaU t�e �+ri�hetd ur�til such time as Ct�ntraet�or modifies nr repairs the Wark sa �at the Work is acceptable to ihe Cit,y. 4:4 (�e�thod o� Payment, The basi� of p�ym�t w�ll be tfi� :actual quanti�es �f work. performed according to► the contrac� and as specified fQr payment. Payments will be ma�e for work and labor pertorrr�ed and m�terials furnished under the contraEt according to the pric� i� the pro�al unless athe�n►ise provided. P�rtial payments will 6e made once each rnonth, t�ased bn partial estimate5 prepared by the Engineer and signed by the Corrtractor. Failur� to perForm any �bliga�on 'under this Contrat� may be adequate reason for the City to withhold paymen�s until the oal.igation is perFormed: Up�n �mpletion of all work and afl�r finai inspe�pon, the amount due the Con#�a�tar unct�r the aan�act wil! be paid based upon the final estimate made by the Engineer and signed b� the eontractor. Paymerrt to the Contractar for partial +estimates, final estimates, and retained percentag� shali be subject to contro(ling laws. �.5 Retairraae, Pursuant to Chapter 60.28 RCW, firr�e peraent (5°,�d) of the T�C Campensation �hall be :retain+ed by tMe �ity to assure payment of Contractor's sta�e sale� t�x: as wefl as payrnent of subco�tractors, suppliers and laborers'. Upon exe�ution of this Contract, Contractor shafl complete, e�cecute and deliver to the �ty the Contractor Retainage Agreement attacf�ed hereto as Exhibit "C" ar exec�te the Retainage Band attached hereto as Exhibit "D". No payments shall be made by the City from the retained percentage fund' ("Fund"� nar shall tt�e City release any retained percentage �aw a�unt to any persc3n, until tfie �ty has ceceivecl from the Department rsc of Revenue a certificate that all taxe�, increases, and penalties due from the Contractor and alf taxes due and to become due with respect to the Contract h�ve been paid 'in futl or that they are, City of Federal Way 21`` t�.venue SW at SW 33G�' Street Tntersection. T�mp�vements Pagae 48 RFB # 13-103 February 2013 RFB ver. 1-08 � � lJ � � �J � � � � �� � � � �� � � � � � � � � � � � � � � � � � � � � � 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 suppfier or subcontractor may file a lien against the retainage funds, pursuant to Chapter 60.28 RCW, Subcontractors or supp(iers 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 RC1N 39.08.030. Wii�tin sixty (60) days afiter compfetion of all Work an this Conteact, the City shall release and pay in full the money held in the Fund, unless the �ty becames aware ofi outstanding claims made against this: Fund. * • � ° 1 � �.. � � In all Caritrattor services, prograrns �r a+cttiviti�, and all C�ntra�ctor hir�ng and eimptoym�t ma�1e possible by or resulting from this �ntralctx th�e shalt t� nca discriminati�n k� Gontra�or ur b�r �Contrackar's �rnployeesr r�gGFltSr subco�tra+ctors or repre�entatives agafist ar�y person I�ause �f .se�c, age (e�ccept minimum age and retirement provisions�, race, co{or, creed, natior�al origi�, mar�tal status or the presence of any disabilit�, including s�nsory, mental or phys'rcal handicaps,. unless based upon a bona fde occupationai qualifi�ation in relatianship to hiring and emptcr�ment, adarertising, layaff or termination, :rates of pay or other forrns of�ct�mpensa�or�, and sel�tion for traini�g, including apprenticeship. Contractor comply with a`nd shatl noC violate any of the terms ofi �hapter 49,60 RCW, Title VII of the Civil Rights �►ct of 1964, the: Amer'rc�ns With Disabiliiaes Act, Secti�n 504 of the fiehabilit�tian Act of 1933, 49 CFR Part 26, or any otherapplica�ale#ederal, state, or local law or regulation regarding non-discrim'rnation. Any material violation af fihis provision sh�lf I� grc�unds for termination of this Contract by the City and, in the case of the �ntrd�tor's breach, m�y r,esuft in ineligibility far further City agreements. Tf this project involves feder�l funds in�luding USDOT funds administered by WSDOT, the contractor agrees to the �lauses conta�ined in Exhibit H. C. ,INDEPENDENT CONTRACTOR/�'ONFLICT D� INTEREST �.1 It �s the intenti�n and understandin� c�f th� F�rties tk►ai the Contractor st�all be, an int�epend�nt con�ractor and tt�at t�e City shall !� n�ith�r liable ndr obligat�d to pa� Confiactor sidc leave� �acation pay or any other benefit of employment, .n�r io pay any social security or otfier t� whieh may arise as an incident of employment. The Contractor shatl �pay alt lncorne and other taxes due. industrial or any other insurance that is purchased for the benefit of the City, regardless af whether such may pr�vid� a s�candary ar incidental benefit to the C4ntractor, shall not be deemed to c�nvert this Agreement ta an employment �ontra+ct. If is recognized that Contractor may or will be performir�g professional ;services during the Term fc�r ather parties; provided, however, that such performance ofi c�ther services :shall not �rrFlict with or irrterfere with Contraetor's ability to perform the Services. Ccmtractor agrees to reso(ue any such conflicts of interest in favor of the C'�ty. 6.� If the Contra+ctar is a sale proprietorship or ifthis is a contract with an individual, the contractar agrees to notify the City and complete any requared form if the Contractor retired under a State of Washington retir�m�nt system and agrees tc� indemnify any losses the City may sustain throitgh the �ontractor's failure to do so. i. CIfY'S RIGHT TO TERMINATE CONTRACT 7.1 Terminati+�n Wit�out Cause. Prior to the e�cpirataon of the Term, this Cc�ntrack may be terminated without cause u�n oral or written notice de[ivered to Contractar from the Cit�. Upon termination, aq suppl►es, materials, labor and/or equipment fumished priQr to such date shaN, at city of Ferlerai way 2l�` Avemie SW at SW 336�' Stt�eet Inters��ion-�mpro�ements Page �9 �B # i3-io� Februaty 2013 RFB �+er. �-08 the City's option, become its property. In the event Contractor is npt in breach of any of the provisions of this Cantract, Contractor wilt be paid: €or any portion of the 1Nork which has been completed to the �ty's safisfaction, ealeulated by the percentage amount that portion of the 1Nork cornpleted and accepted by the City bears to t�e Total Compensation. 7.2 Termination For Cause. The �ity may' immediately terminate this Contrack, take possession of the Praperty and all 'matenals fihereon and finish the Vllork by whatever methods it may deem e�cpedfient, u�n the occ4trrence of any one or more of th� followir►� events: (1� If fh�e Contrac%r shoul�d !�e adjudged � bar�knupt. (2) If the ��ttr��Ur shoul� rrra�i�e a: gener�l ass�gnment f�o�~ th� benefit c�f tis c�`e��or5. �� if a r�iver sl�uld be� ap�ir�ed c�n t� acc�ur�t .of iin�phhren�yr c�f f,�n#a��t.. {�F� If �ontr��tor sFYo.ul� persis�ent�i �r:�t�dl� r��se or f,�it � supply a�u�it�ent numbe� �f prop�rty sl�ill�tl workmer� �r pr�oper mat�rials for comple�ior� �f the 1Nork. (5} if the .�ritractor shc�t�ld fail Cc� �omplete 'thi� 1tUt��k witMin the time .specifiecl iin this Cont�a�ct: (b) If H�e. Contracto� shout� fail to carnpl� the Work in. cc�rplian�e u�ith t�e ptans and sp�cifications, t�;.the Gty's �ati�fac�Qr�. (7) �f the Contractor should fail: to ma�e prompt payment tc� sub�or3�actor� or fiar material labor. (8) �f �vr�tr-act�r should per�i�tently disregar.d I�w�, Ordinatl� Or r�ui�ti�nS Of federal, stat+e. or municipal agencies or �subdivi�i�r� thereof. (9) If Contractor sh+�uld p�i'sis�entty di�regard in5truCtions of the Nt�yor �r his or her repr�sentative. (i0} .Tf �ar�tra�or �hall be in breach or �iola�i�n of �n� term t�r prorrision of this G�ntract, or (11) If the Wvrk is not be[ng �rformed pursuant tQ RCW 49.28.050 or 49.28.`06�. 7.3 Result of Termination, In the euent that this Cortb°act is terminated for cau�e by the City, the City rnay do any ar all af the fallowing: (i} 5tnp naym�nts� The �ity shal( ce�se any further p�y�rreri� t� Cor�trac€br and Cor�tractor �hal! be obtigated to .repay an� payments it received und�r this c�ntract. (2) Comnlete Work. The City may, but in no event is th� Ci#y obligated tv, complete the War.k, which Work may be complefied by the Gity's agents, employees or representat�ves or the City may retain independent persans or entities to cumplete tMe Wark. Upon demand, Contractor agrees to pay t� the �ty a!l of �s cost� and expenses in compieting such Work. +City of Fed�rai way 21�` Avemie SW at SW 336�` 5tzeet Interse�tian Imp�ovements Page S0 RF�3 # 1�-103 Pebn�,ary 2413 R'�B �. 1--i?�: � � (3) Take Possession. The City may take possession of the Property and any equipment and materiais on the Property and may sale the same, the proceeds of which shail be paid ta the City for its damages. � �� � � � � � � � � � � � � � II � (4) Remedies Not Ex�lusive. No remedy or election under this Contract shall be deemed an etection by the City but shali be cumulatNe and in a�diiion to all ather remedies available ta the �ty at law, in equity or by statu�e: $� �Nt��MN�FiCA'i'�ON. 8,1 Con�racror° Tr�ri�rrtnifiic�tior�. The Contr�cbar aigrees � ind�mnifiy� defencf, a�d "twld the ��Y, its e�e�d offi�a�i�,. c��'icers, �mplc�yeess, agents, and' �tolu�teers harmle� from any ar�t! all ctairns, demands, .I�sse�, �ctions �nd liabilities (including cQSts and all �ttom�r fees) ta -ar b�y ;any anc# .all pers4ns Qr en�iti�s, including, without limitationt; their r+�pective agerrts, license�s, or repr�ntative.s, arising fram, resulting fram, or �onnected with this �ontract to the e�tent cause� by th+� n�gligenfi actsr errors or omissians of the Contractor, its partners, sharehc�tders� agerits, employees, �r by the :Ct�ntractor`s brea�h of this Contract. Contractor v�raives any imm�nity th�t may be granfied tb it under the Washington State Industrial Tnsurance Act, Title 51 RC1M. Con�ractor's ind�mnifi�ation shaU not be limi�ed in any way by any limitation on the amount of damagesy +cc�mpensation ar benefits payable to or by any third p�irty under workers' campEnsat�on a�, disability ber�e�it acts or any otfier benefits acts or programs. 8.� � In rnri� ' n, The �ity agrees to indernnifY, defend, and h+�ld tt�+� Cantractor, i�s officers, director�, sF�areholders, partners, emptoyees, and agents harmless from any and alt cfaims, �lemanids, It�ss�s, actiQns and liabilities (including costs and attorney fees) ta ar by any and all pe�ai�s or entities„ inCluding with0ut 1'imiiation, their respecdve agerrts, licenses, or representatives, �ri�'rrtg ftom, resulting fram or eonnectect with this Contract to the extent solely �used by:ihe negl�gent a�ts,: err�rs, or amissions of the �ity, its employees or agents. 8.3 Sunri�al. i`he prov�sio�s of this Section shall survive the e�piration or tercr�ii�ation of this Cor�tr�ct'with r.esp�ct tb any �vent accurring prior to such expiratidn or termination. 9. INSUt,tI�NCE�' 9.1 Minirnum Ltmits. The Contractor agrees to carry as a r�rinimu�n, the follaaving instrtanc�, in such forms and with such carr"r+ers who ha�re a rating which is satasfactory ta the City: (1) Workers' compensatic�n and :employer's liability insurance in amounts sufficient pur�uanit to the laws af the State: of Vllashington; {2) Commerci�l general liability 'insurance with combin�l single limits �ff lial�il�jr� nc�� �es� tha'n $5,000!,OQO for bodily injury, ineluding �rs+onal injury o� death, product� li�bility and property'damage. (3) Au�omobile liability insur�nce with combined single limits of fiability not'less t�ian $�,OOO,t}00 for bodily injury, including persor�al injury or dea�h and 'praperty damage. Cit}r of Federal Way �l�Avenae �W at SW 33b�` Street Tnters�tavi� im�ruvem�i�ts Page 51 RFB # 1�-103 Febnyazy Z013 RFB ver. ,l� 9.2 Endorsements, Each insurance policy shaU contain, or be endorsed to contain, the following provisions: (1) The City, its officers, officials, empioyees, volunteers and agents shali each be named as additional insured. (2) Coverage may not be terminat�d ar r�uce�d in lirnits +��e�t afi�er th�rty {30} days pr'�or written notice by �ertified rnail, retum rec�;ipt requested, to tt�� ��Cyr. {3� Coverage shall be prirnary insurance as r�: ��, it� o#�Cials, em�lo�ees and volun�eers. Arry insuranoe or sel�'insurarr� maintain�irf by�tt� t�tyt :rCs c�ffic�ais� ernpiayees or volun�eers shali be in e�c�ess c�f Co�t�cko�'s;insura��e: �4) Cc�v�rag� shail �apPty i� each in�ur�d ��arat�t� a�aica� wt�c�m c{a�m i� mad�, ar su� is brough�, {5) CQVerage shall be written on an "oc�cu�r�nce"' form: as� �p�a�sed to �'��lau�ns made" or "claims �aid" forro. 9:3 Uerifrca�ion. Confractor s1�a11 f�rt�ish the �ty with c�rtifi�ates of :ir�suranc� �vtde��ing the coverage r�quired by the Sectio�, in comp[iance u+�ith the �rti�ic�te(s� of Tr�sur�r�� �m attached hereto a�s E�t#�ibit "F ; whF�h certificate must be �ecut�ed by .a per�n aut��riz�ti � the insurer to bind c�ver�ge +�n; it� behalf. The �ty re.serves the right to require c�mpl+� cerrtified copies of all requirecl insurance policies� at any time, 9.4 Subcantraetars. Contractors shall include :ail subcontractors as a�iditional ;insured cmder its policies ar shall fumish separate certificate.s fcar e�ch st�b!coniractox. All co�rerage for subcontractors shall be subject ta all of th+� requirements stateci here�n, 9.5 [�eciuctible5 and Self-Insured Re�ent�on�. Any deductibles o� s�if-insur�d ret�nlaons must be discl�sed by Cantractor and approyed in rnrrifiing by i�e �'�y.. a� �h� opthnn � th`e C'�tY„ Contractor shall either reduce or eliminate such deductibles ar seli=irtsured retentiar�s !�r pirtyc�re a bond guaranteeing payment for any amounts not: eovered b�r the insurance by reason of such �educt+bles or self-insured retentions. 9.6 Asbestos Abatetnent qr Hazarda�s Materials. Tf asb�to� aba�ement or tta�ard�us materi�ls wo�ic is performecf, Contractor shall reuiew coverage with the City's Risk Manager and provide scape and limits of coverage that are apprapriate for the s�ape of Work and are satisfactory to the City. Cantractor shall not c�ommen�e �any Work un�l its cmrerage h�s been approved by the Risk Manager. 9.7 Terminatian. The Contractor's failure ta provide th+� insuran�e coverage required by t#�is Section shall tje deemed to constitute non-aceep�ance of thFS Contract by tl�e C�n�actor and the City may €hen award'this Contract to the ne�ct low�r bidder. 1Q, PERFORMANCElPAYMENT BOND Pursuant ta RC1N 39-08.010, Contractor shaU post a PertormancejPayment Bond in fa�r�r af the City, in the form attached to this Contract as Exhibit "�" and incorpora%d by this reference, in a dollar arnount satisfactory to the City; to guarantee Contractor's �rformance of`the Woric to the City of Federal Way 2I �` Aveuue SW at SW 336�` Street �nters�ctio�. �tnpravemeuts r Page 52 RFB # 13-1Q3� February �013 I�kB �er,1-�� � � � �J � � � L � � � � � � � �� � � II � � City's satisfaction; to insure Contractor's performance of ail of the provisions of this Contract; and � to guarantee Contractor's payment of a!I labarers, mechanics, subcontractors and material persons. Contractor's obligations under this Contract shall not be limited to the dollar amount of the bond. � � � � � � � � � � X1. AFETY, �ontractor sh�li t�k� ai{ n�Cessary prec�utions'for the safety of employees on the work site and shall cc�mpl� with �N applicabte provisions of federal, state and municipal safety and health laws and cades, including w�thout: limitation, al! OSHA/WISH/� requirements, 5afety and Heaith St�ndards fc�r Cor�struction tNork (Chapter �96-155 WAC}, General Safety and Health Standards ��hapter 2�6-24 WAC), and .General t�ccupational Health S"'�andards (Chapter 296-62 WAC}. Canfx��tc�r sh�l1 �nect an�i prtroperly maint�it�, at �(I times, alt necessary guards, bamcades, signals an�d ofher saf�uards at_ali �unsaf� ptaces at or near the Wark fiar the prt�tec�ion of its empfayee.s and the public, safe pas�ageways �t all road crossingsw cricssswalks, street interseccli�ns, post danger signs wam�ng a�ainst ar�y knawn or unusuai hazards-:and da all c�h�er things necessary to prevertt aac�dent �r loss of any land'. Contraetor shall prti�ect from dang�r all water, sewer, gas, steam or other pip�,S or conduit�, an+d alt hydrants and al) other properly tfiat is fik+ely to become displaced ar darn�ged by the e�cecution of the Work: The �Contractor shall, at its own expense, secure and maint�in a safe :storage place for its materia{s and equipment and is salely responsible for the �me: _ 12. RREYAiLING'WAGES 12'. � Wag� oi� �m�I�Y�. This c�nfract is subject t� the minimum. wage r�etaairements af t�apxer 39.�.2 I��.W and Chapter 49.28 R�W {as amended ar supplemented). f�n Fed�ral-aid projects,: Federal wag� t�ws and rules also apply, The Hourly m'rnimurn rates for wages and fringe benefits are listed �n Appendix B. 1lVhen Feder�l wage a,nd firinge �enefrt rates are listed, the rates mat€!� thc�s� iden�ifietl by the U.S. t�epartment af t�bor's "�ecisian Number" shc�wn in Appendix B. The Contra�tor; any subcontractar, �nd a11 individuals or firms reqWired by Chapter 39.12 R�V, Chapter ��6�127 W�►C, or the �ederal C3avis-Bacon and Rel�ted Act� �DBRA) to pa�r minimum pre�ailing wages, shall n+�t pay any wor_ker (es� than the minimum haurly wage rates and fringe benefits required by Chapter 3�3.12 RCW or th� �8Ra4. Higher �niages and benefits may be paid. �Ilhen the pra�e�t is �ubject �lo bott� �tate and �ederat hc�urly minimum rates for wages and � f�inge benefit� and when the twa rates differ fior simitar kinds of labor, the Contra�tvr shall rrot pay I� than the higher rate unless the state rates are specifcally preernpted by Federal law. � � , , � II � The �ontractor shall ensrure that any firm (Supplier, Manufacturer, or 'Fabricatcyr) that falls under the provisions of Chapter 39.12 F��W because of the defrnitaon "Contractor" in Chapter 296- 127-010 WAC, compties witfi all the requirements a�f �hapter 34.12 RCW. 1�;2 E��mpt'ri�ns to Prev�iling Vllacae. T#�e pr�vailing Vvage requir`em�nts of Chapter 39.12 RCV1/, and as requirecl in this Contrack da not apply �o: (i) Sole owner� and their spouses; (2} Ar�y partner who owns at least 30�0 of a partnership; City� of Federal Way 21°` A�enue SW at SW 336�` Street. T�uters�ction.Trnprut�ements Fage �3 RFB # 1�-1U3 February 2i�13 �s �. i-tas (3) The President, Vice President and Treasurer of a corporation if each one owns at least 30% of the corporation. 12.3 ReportinQ Reauirements. Qn forms provided by the Industrial Statis�cian of Sfiate L&I,. the Contractor shall submit to the Engineer the foilowing for i�elf' and far each firm t:over�d under Chapter 39.12 RCW that provided work and materials �f the contract: (ij A copy of an approved "Statement of Infient to Pay Prevailing Wag�s" State L&I form number F7�0-029-000. The Gty will make no payment under this cQni�act for. the wcarl� performed urrtif this stabemeni has been approved by State L&t' and a certifi�cf aap�r �f the approved form has been submitted to the C'ity- (2} A copy of a� a�proved "�►ffitJa�rit of Prevailing Wag� P.�id�" �tate L8� fr�r� t�miber F74�•007=00Q. The C'it� will not release to �he: cor��tor any fuc�is retained under t�a}�e� 6Q.:28.01:]. RGW until all of the "Affidavit of Prevailing V�ages Paid" forms, have b�n approued by Sta#e 1:8�I and a certified c�py of all the appr+�ued forms have b�en st�b�+tt�d to the City. The Contrackor sh�ll 1� responsible for requestir�g these farms frorn the �tati� L8rI and for paying an}r approval fees requlreri by Stat� L&I, Certified pay�olls -are requined '�o ae subml�Ced by t�e Cantractar t� th� C:�t�r, for �re Ccantractbr and all subcor�actors or tower ti�r subcantracG�r� 12,�4 D_�: In the: event dny dispute arises as to what: are the prevailing ra� af w�ge� foc work of a similar nature and such dispute canno� be resQlv�l' by the �ty, and the Con�ra�torr the matter shall be referced for arbitration to the Dire�ctor of t�e �epartrnent of I�abor and Industries of the State of Washington and the decision therein shail be fina1 and canelusive and binding on al1 parties involved in �he dispute. 13. FAiCURE TO PAY StJBCANTRA�'TORS Yn �he event the Contractor shatl fail to pay any s�ubeontractors or laborers, fail t� pay far any materia�ls, or fail tn pay any insurance premiurns, th� City may terminate this Contra�t ��►d%or the Ciljt may vorirkhhold from the money wF�id� �nay be due the Contractor an arriaunt n�ary for the payment af such subconhactors, faborers, materials or premiums. e � � � a 1 AI( ariginals arul copies of work product, including plans, sketches, layouts, desigr�s, desig� specificatrons, records, files, :oomputer disks, magne4c m�clia, all finished or unfinished dc�cumments or material which may be produced or modified by Cantractor while perfarming the Work shall E�eecome the property of the �ty and �hall be delivered to tMe City at it� request. 15. CONFIDfNTIALITY` Any re�ords, reports, information, data or other documents or materials given to t�r prepared ar assembled by the C+o�ra+ctor under this Contract will be kept as eanfidentia( �nd shall not be made available to any individual or organization by the Cantractor witfiout pri�r written approval af the City. e�� ofF�a�� way 21�Ave�ue SW at SW 336�' Street. �nte�s�Ciau �mpzove�►e�ts. im Page 54 �a � i�-io� February 2013 R1�B �er. 1-i� � � � � � � � r-, i � � � � , � � � r , � � 16. BC?OKS AND RECURDS The Contractor agrees to maintain books, records, and documents which ;sufficientiy and � praperly reflect ail direct and indirect costs related to the performance of this Contract and such acc�unting proc�dures and practices as may be d�emed necessary by the �ty to assure proper accounting af �11 funcls paid pursu�nt to this Contrack. These reeords sh�l) be subject at a11. � reasonable times tc� inspection, review or audit by the City� it� authc�rized represent�five, the State Auditor, ar other gavemmental ofFiciafs authorized by law to mc�n'�tor this Contract. ' 17.; CLEAM UP At an�r �3me ardereci by th� Cfiiy �rr�1 im�edi�t� ��r +c�mpte�rr �f � Wc� the � Cc�ntractor sh�ail,. at i% �wn ea�p�n�e, clean �ap and r�emou� al# r�u�e ar�d urnrs�4 �t�ria%� any kind r�sulting from the Work. In th� event t�e Cvntra�tor fails � perfo�rrrt the neae�sa� cl�an upl the 'City may, but in no event is it abl%�ated ttx, PerForm the nec�ssat�r clean up and tfi� cc�st,s � th�reof shall be irnrnediately paid by the ContracCQr to t�� City artd/or tl�e �`ity m�y decluct `its �osts frorti any remairring payments due �o th� ��ntrackor. , � ' � � � r � � LJ , � f$. CONTRAGTOR AND SUBCONTRACT(�R RE'S�1�ONSIB�LI7`Y: 18.1 +�ontractor Verification. Tfie Confaactor veri�es that i� h�s a c.ertafica% flf r�gi5kration wtth the State. of 1Nashingtan; has � curr�nt �ate unifred busin�ss iden 'trfier number� :�s not disqualified from bi�dEng on any public works contr�ck ur�der RC1�11' 39.06.010 or �9.12,0�5 �3�; ha5 industrial :insurance as required by Titl� 51 .RCW, if applicabte; has an employrrten� :seraar�:jr departrnent nurnber as required in Title 50 RCW, if applit�bie; has a state exas� ta� r-�is�trafion number as: required in Title 82 RCUV, if applicable; posses�s a val�d electrical contractor Iicense as required by chapter 19.28 RCUV, if appl'rcable; anc�' po�sesses ar� elevc�tor co�tractar license as requiretl by ch�pter 70.87 RCW, if applicable.; 1�.2 Sut�c+ontractar Corrtracts. `i`he Contrac.tor shatl rnelucle the tanguage �f #�i� �ct�n in eaeh of its first tier sub�ontracts, and shall require each of it� subcontractors to inciude the sam� language of this section in �a�h of th�ir subcontracts, adjusCing anly as ne�essar�t the tierms ?us�cl for the cantracting parties. Upon request of �he Owner, �he C�ntractor shall �r�omp�ly prQ�id� doeurnentation to the Owner demanstrating ihat the subcon�a�tor mee�s the �ubcw�tr��.#or r�sponsibility criteria below. The requirements af �tis:sectian apply to all subcontractars re�gardless of tier. 18.3 Subcontractar Verification. At the tirne of subcontract Pacecution, th� Contrdctor sMall verify that each of its �rst ti�r subcqntrackors meets the fotlowing bidder respt�n�ibility cr�teri�: Have a current certificate of rcgistrat�on in compliance with chapter 1�.27 RCW, which mu�t have been in effect at the time of �ukxontr�ct bid submitfial; Have a eurrent Washington Uni�ied Busine�s identifier (UBI� nu[riber; Not be disqual'rfied from biddin� on any public works �ontract under R�W 39.06.010 or 39.12.065 (3}; Have Industrial Insuran�e (workers' compensation) coverage for tF�e subcontractor's employees warking in Washington, as required in Titfe 51 RCW, if �pplicable; A Washingt�n Employment Security Department number, as required in Title 50 RCW, if applicable; :A Washington Department of Revenue sfiate excise tax registration number, as required in Title 82 RCW, if applicable; An electrical contractor license, if required by Chapt�r 19.28 RCW, if applicable, An elevator contractor license, if required by Chapter 70.87 RCW. CityofFederat Way 21� Avemie SW at SW 336�' Street �ntersectio� Tmprcrvements Page 55 YtFB # 13-103 February 2ti23 � � 1-b8 19. GENERAL PROVISIONS 19.1 Entire Contract. The Contract Documents contain :all of the agreements of the Parties with respect to any matter covered or mentioned in �is 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 Cantract, including #�is pravision, may be �mmer�decl'. or added to e�ccept by agre�ment in wri�ing signed by the Parties or their respective successars in interrest. 19.3 Full �orce and Effeci. ,�tny provi�ion of this Cc�niract, which is dedared invalid, vflid or illegal, shall in no way affe�et, impair, or inv�lidat� any other pr+�ri�ion hereaf �irrd �vcF� �er prorrisions shall remain in fult force anti effe�: 19,4 Assignment. The �ora�ac6or shall r�at �nsfer flr assigr�, in whvle or ir� part; an� ot alf t�f its obligati�ans and' righ�s heret�nder r�rithou�k the prior wri�ten consent �c�f tfi� �t�r. zr� �he erre�t t�e City consents to an�+ such �sssignment .or transfer; such consent shall in no way retease the Contractor' fram any of 'its obligatibns or liabilities under this �ontract. 19.5 Su,ccessors In Interes�. Subje�t to the preceding Subsectian, this Contr�ct s�hall be biryding upon and inure to the b�ne�it of th� P�rt�es' suCCessors in interest, heirs and assigrts. 19.fi Attomey Fees. In the event the �ity ar the Contrack�r defaults a�n 'the perFo�an�e of any terms in this Contractr and tfie Contra�tor or Gty plac�s the enforcement c�fi th� Contract or any part thereof, or the colleeti�n of arry moni�.s due; or tt� becc�me due hereurfder,, or recavery of possessi�n of any belongingsr in the Frands of an attom�y, or ftle suit upon °th+� �me, each Party shall pay all its own atbomeys' fees, cost� and expenses. The venua for any dispute related ta thi� Contract shall be King Ct�unty, Washingt�n, 19.'7 No Waiver. Failure of the �City ta declare any breach or default irr�mediately upon aceurrence thereof, or delay in taking a�ny action in conneetion with, shatt nr�t wa'rve such l�reach or defiault. �ailure of the City t�o decl�r� ane brea�ch or default does not act as a wai�er of the City's right to declare another breach vr defautt. 19:8 Governing Law. Ttris �antrar� sha11 be mad� in and shall b� gov�m�r]" by ar�d interpreted in accordance with th� I�ws of`the St�te of 1Nashington. 19.9 Authori . Each individual executing this eontract on behalf of the City and :Contractor represents and warrants ihat such individuais are, duiy autl�orized: to execute and deliver thas Contract on behalf of the Contractor or G'rty. 19,10 Nofices. An� notices �uire+rl to be :giwen by the C'�ty to Contrackar �or by the Contractor to the City shall be defivered to the Parties at th� address�s set forth below. Any notices may be delivered personally tca the addres5ee of the notice or m�y be deposit�# in fhe United States mail, postage prepaid, tc� fhe address set forth herein. Any notice so p�sted in the United States mail $hall be deemecf received three (3) days afiter the date of mailing. 19.11 Captions. The respective captions af tMe Sections of this Contract are insert�d for convenience of reference only and shall not be deemed to modify or otherwise affect in any respect any af the provisions of this Contract. e�ry ofFeaerat way x�s # i�-io3 21°` Aveuue SW at SW 336�' Street Febn�aty 2U1� Tnters�tian Lmprovements Page �6 Rk'B �er. 1-U8 � � � � � � � I' �_� � � � , � , LJ L.J ' � �I� � 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. ' ' ll 1 19.13 Compliance with Ethics Code. If a violation of the City's Ethics Resolution No. 91-54, as amended, occurs as a result of the formation and/or performance of this Contract, this Contract may be rendered null and void, at the City's option. 19.14 Conflictina Provisions. In the event of a conflict between the terms and provisions of any of the Contract Documents, the Mayor or his or her designee shall issue an interpretation of the controlling document, which interpretation shall be final and binding. DATED the day and year set forth above. ' ' ' ATTEST: ' ' City Clerk, Carol McNeil , CMC CITY OF FEDERAL WAY By: Skip Priest, Mayor 33325 8th Avenue South ' Federal Way, WA 98003-6325 ' APPROVED AS TO FORM: .,P �p�- ' City Attorn , atricia A. Richardson , ' �J ' ' City of Federal Way 2155 Avenue SW at SW 336�' Street Intersection Improvements 11 SCI INFRASTRUCTURE, LLC By: Mar Scoccolo, Manager 2875 S 154th Street Seattle, WA 98188 206-242-0633 Page 57 RFB # 13-103 February 2013 RFB ver. 1-08 STATE OF WASHINGTON ) ) ss. COUNTY OF N ) On this day personally appeared before me �%YfLI� SGOGLO l-0 ,, to me known to be the � of 5C1 1 N�FPA,S'�C1VR� 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 Q����� �eal this �, ���`�� ����i .�``� �cP S C O �•c'�% �� �..` �•Ep % `�.��: \SSO x'��,� .p!% ;z;o��.�P� '"�O: +y:U �$�,\G"a:�eY: -� '•., a,��. `acn`\�: //����ir�qrE OF WPy� ���\` ��Nt������1t� r � , ' � ��� day of _ M 1�"`'j . 20 � ' 0 �L O t.r0 i(ty prin�ed name of notary) ary Pu lic in and for the State of Washington. commission expires �5 - 24 - �� City of Federal Way 21S` Avenue SW at SW 336�' Street Intersection Improvements Page 58 RFB # 13-103 February 2013 RFB ver. 1-08 ' ' ' �J I ,, 'I ' ' _� J ' � �1 ' ofI�abor�d Indus�es �/�V 7.14RA YY�GY 1Yy��� +�a�r� �V . . ::. � .. YfA XOJ�if�6 EXHIBIT A 5 ��QYf L ��� R�uest f�r +Contract Release � . fe . � ' tM . t � .. e t + . �, i .# � t i ; f M�• i,♦ r. � � ���:.� � ��.� � tr � � � ��.s . i - r. ��� - fi r . t s� � E 9 � � ��� �.. :�� � � �=iir ��. � � e+� e ; ��u� � � e ���+ ��� � t a� f 1 E i . ` 6i.Q t liS'tWi lftrtF.r'S�e. � �, �R � ��, r�`� � � � a� � _ �,� � �.,_ e � � � M t; r �. s { W ��k� ,�,�,�, ����� ��a� �!!�, � r� n;?"w. T`9� Disbuesin� Q.�c.�r mn�t con�lete and;�a�nit iftis notic�. t�r ���t of Labor a�t I�atries immediafely after accept�ce of the wo�c �e t� �is �� Msit this �s#ice to etrt ofLaUor a�! It�i�, �C�ttaet Release; PC3 Ba� 442'7d, Lll}�ia, �A 985t�-�274, ar fa�c to (360) 902-6897 or e-mail ta CantractRel ln€:wa.g,o�v, Nt� PAS'�vIEIr1T SHAI.L BE NiAi}E FRC}M RET �UI+IDS u�i1 receip� of #he Deparimeut's s�#ifxcate of re��, artd only in a� 3vi#h � '�te. I�ar ce co�taet +Con � at (36U) 9tF2-�43�60: F21 16r �04-� City of Federal Way 21�` Avenue SW at SVGr 33b�` Stteet Tnters�ction improvements Page 59 :RFB # I3-ltJ3 February 2U13 1t�B ver.1-� Ple�se list Subcontr�,ct�rs i�elo�w: 5ttbconfractaz's N� IJii� Nannber_ n , _ __ _ _ __ _ ___ _ _ __ _ _ _ __ _ _ . City ofFed�rai way 21 °` �.veime SV�% at SV� 336�` 5Ur,et Int+�rrseetiou: �npzave�eints s ' a .1 RFB # I3-iO3 Februazy 2013 RFB ver, ,1-08 � � � �� 1 i i C� 1 1 1 1 1 1 C� � � i , ' EXHIBIT B , CITY OF FEDERAL WAY CONTRACT CHANGE aRDER AGREEMENT LJ � PRQ7ECT l�UMBEF� ' � 21� Avenue SW at SW 33G"' Street Intersection Improvements' �(}NTF�ACT�R CNANG� QFt[7ER NUMBER t • � ► • ! � � � i E�FEGTIIN/E: D/#TE � 'The �me provi�ed for complet�on in the Contract is ❑' Unch�nged ❑ Increased � Dec�-+ea�l by Calentlar D�ys. This Documen� shall b�eorr�e an �►mendment �����o the ��nfira�t and all provisions of the Contract not amended herein will apply to this �hange �rder. � WiCI this +change �fFect expiration or extent Qf Insurance, coverage? ❑ lfes [] Nio If "Yes" Wiil the Palicies � Extended? ❑ Yes Q No , L_' � ' , , ' ' ' IJ ' ' PRICE. CHANG� LUMP SUM: INCREASE $; UNIf'PRICE�, �ECREASE �` THE ITEMS AR�:APPR4�CiMA?E OR :ESTIMATECI' QUANTTfIES INVOLVEa IN TH�S CHAN�E iTEM NO. ITEM TOTAL NEf CQNTRA�T': QUANTTTY UNIT PRICE INCREASE $` ADQ C)R DELETE CIECRFASE $ STATEMENT: Payment for the above work wi/l be in acccrrdance with app/icable portions vfi�e standard Sta�afications, and wr'tIt the under�anding that a/i materia/s, workmanship and rneasc�remen�s shal/ �e in accordance �uith the prv►�is�ons of the stand�rd sFerifrcatrons, the cantract plans, and tlre s�ecta/ pro�isir�ns goveming the types of constnrcrion, C�PITRACT4R'S SIGNATUFtE City of Federal Way 21�` Avem�e SW at SW 336'� Street T�ersecqQn improvements CARY M. RQE, P. E, DIRECTOR aF PARKS, PUBLIC WORK5, AND EMERGENCY MANAGEMENT Page 61' DATE RFB # 13-103 February 2013 R�B ver. l�t"►� DEPARTMENT RECAP TO DATE: QRIGINAL CONTRACT AMOl1NT PREVIdUS CHANGE QRDERS THIS CHANGE fJRpER *ADJrJSTf�IEPP�S► NE�A1 �ONTR}�CT AMf�U,NT ACI7USTMEM'�' CHAN�E :OR��fi ESi'i1�1ATE. I� .H���' PA�f THI� �QJUSTED �tP�lt�IJNT" City of Federal Way 21°`Avenne SVV at SVV 336'� Stzeet Intersectiau. Tmprave�n#s Fage 62 *Adjustments: $ � � � � �1 �I�iCitEltSED �: d DECREASED $; , � �Y' �+t., F�i7�, �.E}: t�TR��T�� QF FAL�iCS, PtJBLZ� t�d�RKS� �ND EMER�E1�ICll� MAI�AGEMENT �tFB # 13-103 Februa�ry 2t313 RF�3 �er. ,�:-i� , ' � , ' , � EXHIBIT C CONTRACTOR'S RETAINAGE AGREEMENT B�d1cant�t Number City ofFederal Way 33325 8� Avenue Saith Federai Way, WA 98003-6325 � � � �53-835-7000 ItiEI�T'IF�CATtt)N P%�t Ti#� � Catitrae�r�r��c.� 'f�µA-�����+�t�,v--�-- u C.. Rep�tative ' Bid Nv. Uate Admini�ering Depart�t�ent ��j/.{�@�C�[1��IY� _ _ _ FUT1f,�111C,� �OUft� Pra�t At�ori�jr R�TAINA�'rE I�RMULA Irt a�r�i�oe wi#h a�lis�ttle Stafi� Statutes, tlie fol(t�wing provisions ;wiil be m�le ft� tNe d�i�n of tire t�etair�gE helii for'in�estmertt: 1«, All investm�nt� se��#ed beto�r at� subjett bo f�#.jr approya(: � a�r.eer�ient w�t� t� :r�ct in: escrov�► tc�e �...,.�,,.0 1i r,�.,� �c- �r�e�a. 2. R�ir�ge uixier �ns bY' �,� ta t��r� as the 8ank), the �ertns of wMch are sp�ci�ed by separate escrow agreem'ertt. The exast of the i�vestmenti program ;and the risk thereof is to be bome entirely by the eontracror: 3._ Th�.�r'�l diSp9siti`on of the z�rrtraet retainage wilt be made in :ac�r�ance with applitable 5tatutes. Ct)T,ITRACT.OR'S INSTRtI�TIt�NS` , Pursuarlt ta R� �0,28;�I0 I he[eby no�fy th� �ty of Federal W�y of my instruck�ns �1� invesE [� n+a�:�o �n�r+ast tt�e retainage withheld under t�re terrns of this cc�ntract. If the invesGnenC optic� is selected, pleasE provide #t� faliawirr} informatiot�: , ' , � ' , � , ' , Na1� Cff &-�r�k, Mutu�l Fund, Addre�,:. t'1nl A ('-F-r.,� Fed ID #: : � . � s . • .� . . _ _. _ pat�: Y!z �l 1.� Titie: M-�.�c � Phane: Est. Completion Date: ,_ �iTY AP�PRt)1fAL Approval �fi'Investm�t Pragrarn and Retainage Agreement � �� - Z OL3 Finance Director �te CEFtTIFTCA'T3i3N Ft�R RELEASE t�F G�tVT#tACT RETAtt�IAAGE Ccar�fraCt No. Proje�ct Trtle; I hereby certi�+, a� Cor�trat:t Atlminish-at�rr fcx- this Contr�cE repnesertting the {�it�r of Federal Way,: that ali. vuork re;quired bY tl1e abotne 'cited contract v�as oomplet�i on and final acceptance by the Giy was graM�i � T. also certify that no liens have been received within 3�D days from ti�e above date from anY P���; �, m�chanics, s�bcontractors or materialman who has perforrned' ar�y wprk or pro�ided any materia{ of subject:cc�n#ract: Cify ofl�ederal Way 21�` Avenue 5W at SW 33fi� Street. Ttt�erse�tia� Impro�rements Page 63 Contract Administrator DireChor of Administerirtg Depat�b'r1�nt RFB # 13--1D3 Febniary 2013 RFB ver.:l=t� Also, piease find attached certifications by the applicable state agencies of the receipt of: 1) Washingtorr State Business Taxes (Washington State Dept. of Revenue); 2) Industrial Insurance Premiums (Statie Dept. ofi Labor &- Industries); and 3) Employmerrt Sea�rity, Unemployment Ins�rance Premiums (State of Washingkon Employment Security Dept) Ciiy of F�i�ral Way 21�` r�venue S� at SW 336�' 5treet intee��sectiat�.T,c�pm�eme�t,.c P!age 64 : RFB # 13-1Q3 �ebnrary 2013 RFB v�r, .1�� , , � EXHIBIT D RETAINAGE BOND TO CITY QF FEDERAL WAY 21� Av+enue SW at SW 336�' Street Intersec�on Improvements KNOVtii ALL PERS�NS Bl( TFiES� PRFSE�ITS tlYat we, the undersigned, , as princ3Pa1 C`P�'�nctPat"}, ar�d a C,�r'porafioct c�rc��tizeci a��. e�4ng ur�er ti�e faws c� ft�e :Stat,e of . as a sureiy Cx�rp�rat�n, and qual�ed under the laws of the State of Washington to become snrety u� t�or� of Conla�actpr� wiitt Municipai CcxpQratiort�r as sur� {"Sia►ety"}; ar� �irrtl�+ and s�verally hetd and fir�rrly ' b�decl tio ti�e iC'ity of �erier�l V�taaY i"��i+"� iri #ite per�[. �um of; f$ � far the paymer�t of whictt �umE �e t�nd ours+elve� and s�r successors, heirs, adminisbators .or �sna l i�pire�erttati�res, as tt� s� rr�y! t�e:: ' , ' � ' l�. �'his crt�igatlon�. % e.�tex� into irt put�C t� the st�tutes of tfre Sitate �f 'Washington and tfie orz�nac�, ►�gul�ia+�ris, s�ari��ds ancl p�ide� of thh� C�}r� as r�ow �isti�ag +�r t�ereai�er amended Qr adc�pted: B, i�rsuant to proper auth�ia��n; the: Mayar is authorized f�a enter irrto a certairr c�ntract with the P�ittcipaf, pro'vit�ng �r the ; Pr�j�c.t, whic� ct�r�ct is incorporateed h�rein tr� tfiis reference ("Cor�tract"�. at�d C., Puisu�nt ��S�te (aw, Gh�pter 60.�8 RCW, the City is required to reserve from the manies e�t-ii�d by the Principal EwrSUant to ih� �ont� a sum not to e�tee�d fnre {�eccent (5°l0}, said sum ta be retair�ed by the pty as a trwst furrd far the protection and p�3yrrrent of ar�+ p�rson or pe�o�,s, rnechanic, subcor�tracta- or mafieriairnen who shaU �erform arry labor upon �1�h contra� c�r the tlang flf sueh' work,, ahd aii persons wtto shall suppiy such pe� ae persons or subcdrrtractors with pr�rvi�ions ��cl s�ppl'�es for ifie carrying on +� �uch wor�c,. and t�e! State with th� respect ta t�es imposed pur�ar�t bo Tiile 82 RGW which may be due from said >Pi�incipal. EveN I�� P�rEorming tabor or furnishing supp1[es towards compietic�n +�f said improvement or work shall have a lien on :said mvnies so :reserved, pr4vided that such n�dce of the 1"ien of such daim�nt sFt�ll be gtven in the manner and witfiin the time provided in RCW 39.�8.p30 as now e�s�ing �nd in accordance with any amendments that may her+�fier b�e provided thereto, and D. 'State law further provides that riviitt t� �onsent of the Caty, tfie Principal m�r submit a bond far all cu any ' partion of the amount of ftands r�ained by the publie body in a form ac��able to the �blic body �amditi�eii upnn such L�nd any peoceeds therefrt�m being matle 5utrject ta �ll Clairr� and fi�ns artd in tiie s�mme manner ar�d �iority a5 set forti� r�in�d perc�nt�es pursuarrt to Chapt� 6U.28 RGW; and � �I �J ' , E. The Principal has accepCed, or is about zo accep� the Cori�ract, and uhdertake: to perform. the work tl�erein prrnrided far in the manr�r and within the time set fortt�, ft�r �e amaunt of $ ; and F.. Ttie Ciiy is prepared �o release ar� r�uiCed rei�it�age rrtoneY i��Y t�id by i�te Principal prior bo ac�eptance and succes�ful oper-ati�n and ful�llment o� all other terms c�f said cantract upor► being indemnified by the5e present�, NQW, THEREFflRE, if ttthe Principaf shall pe�fc�rm a11 th� prouisions of the Contract in tfie mannEx and within the time periiod prescribeci by ttre C'iiy, or within such e�nsi�ns of time as may l�e grartted under tfie Contrad, and shall PaY att laborerS, mechan�cs, sub�eontractors and matenal men ar wornen, and all persons wFto shall sup�y tMe Prinapal or suExAntrac�ors with prouisions and su�li� fa� the carrying on of said wc�rk, and if the Principal shall pay to the State all ta�ces impased pursuant to Title 82 RCW which may bee due fmm such'Principal as a r�uit z�f this contiact then and in tfie event this obligation �a[I be void; but other+nrise it shall he and remain in full foree and effect.. /�nd ttie Surety, fpr value received, hereby further stipulates and agrees fihat no change, extensioi� of time, ' alteration or addiiaon to the terms of the Cantract or to the wvrk to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond, and it.does hereby waive no#ice of arry change, extension-of time, alterations or additions to the terms of ihe Contract or to the Work. , L� ' The Surety hereby agrees that modift�ns and changes may be made in the terms and }xrnr"�siais of' the Contrack wi#t�oui noti� to Surety, and any such modifications or changes ina�easing the total amount to be paid the Principal �all automatica{ly increase the ob{igatian ofi the Surety on this Retainage Bond in a like arrrount, such increase, however, noi to exceecf tvventy-five �aent (25°l0) of the aiginal amaunt of this bond without consent of'the Surety. City of Federal Way 21°�Avenue SW at �W 336�' Street Ttrt�c�io�a �provements Page 65 �RFB # 13-1Q3 February 2013 R�B ver. 1-b$ Within forty-five (45) days of receiving notice that the Pr�ncipaf ,h�s defaulted on all or part of the terrns of the Contract, tlie Surety shall make written commiiment to the Gty that it wili either: (a) cure the defau(t itself within a reasonable time period, or (b) ten�r t�o the Gty, the amount necessary for the Gty to remedy the defiault, including leg�l fees inarred by the Gty, or (c) in the ev�t it�at Surety's evaluaaort of the dispufie is not complete or in tl�e �vent the Surety disputes the C�ty`s claim of default, the Surety shall notify the Gty of its finding and its intent, if any, to interplead. The Surety shall then tulfill its obligations und� this bond, according to the optio� it has etecteti. Should Surety elect option (a) to cure the default, the penai sum of the Bond shall be reduced in an arrx>unt equai to the costs actually incurred by the Surety in curing the default If the Surety ele�s o�ipn (B), then upon completion of the neces�ry woric, the City shall notify'�e Surety of its acrual costs. The City shatl retum, withaut interest, any overpayrr�nt � by the Surety and the Surety �►all pay ta the C'ity any aetual costs which eacceed the City estimate, limlted to :the bond arrrount Should the Surety elect ap�ort (c), the Parties shali first complete participation in mediation, descritied in tfi� b�(anr paragr�ph, prior to any inter�e� action. In the �nrent a disput�: should arise t�etw�en the Parti� to tlii5 Btmd wida r�efi b� #� Crt}c'S de�aratlt�rl c►f' deFawft by tfie Principa4, �e Parties agree. tn parbcipafi� in at leask four h�urs of inediation' ln �rdaelc� a�i't � mediation �oc�d�res of United Stabes ArEs'�tration and M�diaaban ("i1SA&M'�. Th� P�arties shall p�roportionaC�ty sF�a� ir� #he c�st of the mediaHon. The rneciiatlon shall be admin'�stered tiy rttre Seattie t)SA8�M of�iCe, 430Q Twa lJnfpn Square, 601 llnion Street, Seaitle, Wa�hington 981D1-2�2�: Th� Suretj► shall npt interpiead prior to �ompietion �fti�e tn�diaq�n« The part�es fiave ea€eeui:�d this itistn.�ment umter their separate seals this day a� . .. 20_, the name ar►d corparake seal of each corporate party he�eko �ffixed, and these presents duly sigrteci b}� it� undersigned representatives pursuant to auChority of its governing body. C�)RP�R�►TE SE�t: COf�RAT� SEAL: Girg of Federai Way 21� Avemie SW at SW 336�' Street TntexseEtima: T�mpzctve�n�ius Page G6 PRIN(�PAL L� T�le, � e : ;M,�. ��RETY By. _ Tit�: Address: At6omey�in-Fact (AtkacM Rower of AttorneY� RFB # 13-1Q3 February 2013 R�B �er. ;t=b8 � � � ' ' , 11 � , ' , u � ' � ' � C � � , ' , ' ' CERTIFICATES AS TO CORPORATE SEAL I hereby cerrtify that I am the {Assistant) Secretary af the Corporation named as Principal in the within band; that who signed the said bond on behalf of the Prinapal, was of said �orporation; thafi I Irnow his or her sign�ture thereto is genuine, and that said bond was duly signed, seal�, and at�esied for and in �half af said Corporation by .authority of it�s goveming bcxly: - - . „�: - - �: ' i herel�y cerkify fihat � am t�e (Ass�s�ar�t) Secr��rrv +r� th�. C.ai�wa�iar� narr�e� �s �u�+ in. -#� �atti�r► bond; that' , who si�ned the said band on behatf of the Siirety', wa� of the said Cor�ratian; that T IFnow his or her signature thereto is gerwine, and that said bond was duly sig�ed, sealed, �nd attested for and in behatf bf said �orporafion C�y,authori�y �f it5 , gorrerr�ing body. LJ ' ' ' � ' , ' ' ' ' Ai�PRC?�XEI3 AS T� F�RM: F'aMat� A. Rlchard$c�n, Cty 14ttoCiiey City of Fed�ral Way 21�` Avemxe SW at SW 336�' Stzeet Tm�ii ot�::Im�ru�ements Page b7 -■ -s: • r�r. - -r. RFB # 13-103 February 2013' RFB �er: 1=fl8 City of Federai Way R.FB # 13-143 21.�`Aveuue SW af SW 336'� 3tre�t Febn�ary 2D13' Inte�s�tio� Imgzovexnents Pa�e 68 RFB ver. �-0$ � CJ C_� , LJ L__1 , � ' ' , � �I � ' ' ' ' , '��� � � EXHIBIT E NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGANIZATIONS NONDISCRIMINATION IN EMPLOYMENT T0: ALL EMPLOYEES AND TO: Teamsters Loca1 174, 14675 Interurban Ave S Suite 303. T��cwila wA 98168 (Name of Union or Organization) The undersigned currently holds contract(s) with �e cit� of Federal Wa9 involving � funds or credit of the City of Federal Way, Washington, or (a) subcontract(s) with a prime contractor holding such contract(s). You are advised that, under the provisions of the above contract(s) or subcontract(s) and in accordance with Section 202 of Executive Order 11246 dated September 24, 1965, the undersigned is obliged not to discriminate against any employee or applicant of employment because of race, color, creed or national origin. This obligation not to discriminate in employment includes, but is not limited to, the following: EMPLOYMENT, UPGRADING, TRANSFER OR DEMOTION RECRUITMENT AND ADVERTISING RATES OF PAY OR OTHER FORMS OF COMPENSATION SELECTION FOR TRAINING INCLUDING APPRENTICESHIP, LAYOFF OR TERMINATION This notice is furnished to you pursuant to the provisions of the above contract(s) or subcontractor(s) and Executive Order 11246. Copies of this Notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment. Complaints may be submitted to: John Mulkey Ciry of Federal Way 33325 8th Avenue South Federal Way, WA 98003 � , Mark Scoccolo, Manager SCI Infrastructure, LLC (Contractor or subcontractor) 4/23/13 Date City of Federal Way 215` Avenue SW at SW 336�' Street Intersection Improvements Page 69 RFB # 13-103 February 2013 RFB ver. 1-08 i ' CJ L�' T(?: ' ANQ T�:. ,, . EXHIBIT E NOTICE TO l..ABQR UNIONS aR OTHER EMPtOYMENT ORGANIZATIONS NONDISCRIMINATION IN EMPLOYMENT fiLL EMPLtJYEES (Name of Union or Organization) ' The ur�d�rsigne�l currentl� Ftalds contract(s) with ir�Iv�� fund� ar cr+�dit .of the t�ty flf Federaf Way, Wash`rngton; or {a� sut�ntra�s� wi� a�rne contracton c��lding su�h c�ntract(sj: � ' � �J C L �1 '�� ' ' ' � , � ,� Y�u are �dvised th�, und�r the provisions of t�e ;aboxe contract{s� �r sul�apnt�a���: �i�+e1 � acoordance wiih Secti�n �,02 0� Eacecutive C�r+der 11�46! da%d' Septernber �4f 1�65, th� u�der�igt� is �bliged not to discriminatie against any employee ar appl:�cant of �mploymerrt b�cau�e �if rac�, caCar, creed ar national origin. This obligation not to discriminate in employmen� in�l�d�s, but is nt�t limited to, the following; EMPLOYMENT, IJPGi�ADTNG, TRANS�ER (3R DE[+�If7TION REGRUITt�IENT AiVD A�V�RTZSiNG RATES t3F' PA�' UF� aTHE(� F�RMS t�F CC?MPENSATIQN SELEC'fIC)IU FQR TRAINING SN�LUDING APPREI�TICESHIP, LAYaFF OR TEFtMIN�►TIfJ�I This no��e is furnished to you pursuant tq the provisions Qf the above tx�ntr��s� �' subcontr�r(s) and F�cecu+�ve Urder 11246. C�pi�es of th�s N�tic� will b� posted by the undersigned in canspicuous plac.�s a�rail�bi� 't� employees �r applieants far employ�rrent. i S. F. i�' i " Y • City of F�rlerai Way 21� Avern� SW at SV4' 33fi�` �treet T�ters�caor�: T�rv�m�entts n City of Federal Way 33325 8�' Avenue �outh Federai Way, WA 98003 Page f 9 (Contrattor or sub�orttractvr) Da#e RFB # I3-103 February 2013 RFB ver: ;1-b� �ity of Federal Way �1�` Avenue SW at SW 33C>'� Str�et %ter�ctivn. T�ro�e�►ents P'ag�'70 RFB # i3-103 Febrruaxy 2U13 R�B �°• �,�i8 t s � ��� . � DA�iZ2%ZO��) �e�" CERTIFICATE OF LIABILITY INSURANCE TW�RTI�=IGATE :S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THI3 CERTIFICATB D�ES NOT AFF�RMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. TH{g CERTIFICATE OF INSURANCE DOES NOT GONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(Sj, AUTHORIZED REPRESENTAI'!VE 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 �equire an endorsement. A statement on this cert�cate does not confer rights to the certificate holder in lieu of such endorsement(s). _ PRODUCER Parker. Smith 8 Feek, Inc. 2233 112th Avenue NE Bellevue, WA 98004 iasuR�o SCI infrastructure. LLC 2825 South 154th Street Seante, WA 98188 � � � 42r704-3600 Insurance 425-709-7460 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TC THE INSURED NAMED ABOVE FOR THE POIICY PERIOD INDICATED NOTWITHSTANGING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURA�NCE AFfORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJEGT TO ALL THE TERMS. EXCWSIONS AND CONOITIONS OF SUCH POUCIES LIMITS SH04NN MAY HAVE BEEN REDUCED BY PAID CLAIMS NSR D L POLICY EfF POLICY EXP ,"' ____._----- ---- LIMITS -- �� TYPE OF INSURANCE ' u�gR yyyD Pp.ICV NUMBER �,(.YM/DD/YYYY) 1AIMIDD/YYYY1 . - A' GENERAI LIABIUTY C4O1BZH1S3S i EACH OCCURRENCE �_� S �,OOO,OOO '� 411 /2013 4/172014 � �� X; COMMEftC1AL GENERAL LIABIUTk �', x _ � PR�M{$ES IEe OGCUrtMtt� i_S 300,000 '_ F..._._.�.�__ . CLAIMS-MADE ' x OCCUR I ! MEO EXP (Any one psrsoN �i 5 15.0�0 .: � .. ., ' ..^PERSONAL 8 ADV INJURY j 5 �.�O,OOO ^ ~.� � . '�. �� GENERAL AGGREGATE rs 2.000,000 �_ _; _ _ _ ---- -- --T— _ �.� _� __ PRODUCTS - COMP16P AGG ': S 2.000.0� ; GEN L AGGREGr ATE L�M!? APPLiES PER I... �� ��. , .��. _ �.i._-..----.--- POUCY j X' PG � X LOC � � � E • AUTOMOBILE UABILtTY '�. � ` C4016281516 �, coMeiNeo siN LE I�MiT �,QOQ,�� A____ ' 411 /2013 4/1l2014 ' t�a acaaent� i S �� ANV ?,UTO ' � ' 90DiLY tNJURY (PBr pQfSOR) i 5 -- ^—'�. All OWNED � SCHEDULEC �� ' ����. �: BOD�LV �NJURV lPer acdtlentj I f AUTOS `--1 NON 0'NNED PROPERTY OAMAGE ' i S X! HIRED AUTOS x� AU'OS iPer aai0enq --_ y IS ' I B �� j uMBRL'LLA WB X; OCCUR X ; EXCESS UAB ' CLA�MS-MADE': t----....__..�.�----.�_._._ � i DEO i!� i REfENS10N$ �O,OOO A �itYORKERS COMIPEMSATION At� �MPLOYERS' UABIUTY �. ANY PROPRIEiORtPARTNERIEXECUT�VE Y� � ���. OFFlCERIMEMBER E%ClUDEO� ' N I A i {Mandatory in NM► ! It ves. tl@SUiDe untlet � TH7661066322013 `, 4/1/2013 4/1i2014 E?CH OCCURRENCE _�_+5 ti,uvu.uw __ AGGREGATE i5 6.000.000 , — -- i S C4016281533 raRVuMiTS! x �eR'i 4/1 /2013 4/1/2014 -- ' E � E�CM �CCIDENT ' $ 7,000.000 E � DtSEaSE - E4 EMPLOYEE� S�,��•� � . E L DlSEASE - POLICY LMIT i$ ��OOO.DOO DESCRIP'T�ON Of OPERATIONS / LOCAtION3 f VEHICLES (Attach ACORD 107, Atldidons� Remorks SchetluM, H more spaee Is repuirod) SCI Job No. t310. 21st Ave SW at SW 336th Street intersection Improvements Project RFB 13-103 The City of Federal Way, its officers, employees. volunteers and agents are inciuded as additional insured and coverage is primary and non contributory per endorsement G140331C 1010, attached. Ciry of Federal Way 33325 8th Ave � Federal Way WA 98003 SHOULD ANY OF THE ABOVE DESCRIBED POIICiES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCOROANCE WITFI THE POUCY PROVISIONS. AUTHORI�D REPREBB�ITATIVE l'",x .Y r_'" J 01S$8-2010 ACORD CORPORATION. All �ights reserved. ACORD 25 (2010105} The ACORD name and logo are registered marks of ACORD A THIS ENDORSEMENT CNANGES THE POLICY. PI.EASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - WITH PRODUCTS-COMPLETED OPERATIONS COVERAGE This endorsement modifies insurance provided under the foliowing: COMMERCIAL GENERAL LIABI�ITY COVERAGE PART SCHEDULE (OPTlONAL) Name of AddiYronal Insured Persons Or (As required by "written contracY' per Paragraph A. below.) Locations of Covered Operations (As per the."written contract," provided the location is within the "coverage territory" of this Coverage Part.) A. Section 11- Who Is An Insured is amended to include as an additional insured: 1. Any person or organi2ation whom you are required by "written contract" to add as an additional insured on this Coverage Part; and 2. The particutar person or organization, if any, scheduled above. B. The insurance provided to the additional insured is limited as follows: 1. The person or organization is an additional insured only with respect to liability for "bodily injury," "property damage." or "personal and advertising injury" caused in whote or in part by: a. Your acts or omissions; or b. The acts or omissions of those acting on your behalf in the periormance of your ongoing operations specified in the "written contract"; or c. "Your work" that is specified in the "written contract" but only for "bodily injury" or "property damage" included in the "products-completed operations hazard." and only if: (1) The "written contract" requires you to pcovide the additional insured such coverage; and (2) This Coverage Part provides such coverage. 2. We will not provide the additional insured any broader coverage or any higher limit of insurance than the least that is: a. Required by the "written contracY'; b. Described in B.1. above; or c. Afforded to you under this policy. 3. This insurance is excess of all other insurance available to the additional insured whether on a primary, excess, contingent or any other basis. But if required by the "wrltten contract," this insurance will be primary and non-contributory relative to insurance on which the additional insured is a Named Insured. 4. The insurance provided to the additional insured does not apply to "bodily injury," "property damage," or "personal and advertising injury arising out of: a. The rendering of, or the failure to render, any professional architectural, engineering, or surveying services, including: (1) The preparing, approving, or failing to prepare or approve maps, shop drawings> opinions, reports, surveys, field orders, change orders or drawings and specifications; and (2) Supervisory, inspection, architectural or engineering activities; or b. Any premisss or work for which the additional insured is specifically listed as an additional insured on another endorsement attached tc this Coverage Part. C. SECTION tV — COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: 1. The Outies In The Event of Occurrence, Offense, Claim or Suit condition is amended to add the following additional conditions applicable to the additional insured: An additional insured under this endorsement will as soon as practicable: (1) Give us written notice of an "occurrence" or an offense which may result in a claim or "swit" under this insurance, and of any claim or "suit" that does result; (2) Except as provided in Paragraph B.3 of this endorsement, agree to make available any other insurance the additional insured has for a loss we cover under this Coverage Part; (3) Send us copies of all legal papers received, and �therwise cooperate with us in the investigation, defense, or settlement of the claim or "suiY'; and (4) Tender the defense and indemnity of any claim or "suit" to any other insurer or self insurer whose policy or program applies to a loss we cover under this Coverage Part. But if the "written contract" requires this insurance to be primary and non-contributory, this provision {4) does not apply to insurance on which the additional insured is a Named Insured. We have no duty to defend or indemnify an additional insured under this endorsement until we receive from the additional insured written notice of a claim or "suit." 2. With respect only to the insurance provided by this endorsemerrt, the first sentence of Par�raph 4.a. of the Other Insurance Condition is deleted and replaced with the following: 4. Other Insurance a. P�imary Insurance This insurance is primary and non-contributory except when rendered excess by endorsement G- 140331-C, or when Paragra�h b. below applies. D. Only for the purpose of the insurance provided by this endorsement, SECTION V— DEFINITIONS is amended to add the following definition: "Written contract" means a written contract or written agreement that requires you to make a person or organization an additional insured on this Coverage Part, provided the contract or agreement: 1. Is currently in effect or becomes effective during the term of this poiicy; and 2, Was executed prior to: a. The "bodily injury" or "properry damage"; or b The offense that caused the "personal and advertising injury" for which the addftional insured seeks coverage under this Coverage Part. Cit� of Federal Way 21�`Avenue SW at SW 336�` Street I�rters�ction Impruvemei�ts EXHIBIT F CERTIFICATE OF iNSURANCE Page "7I � RFB # 13-1Q3' February 2013' RFB `rer. ,1=0� � City of Federal Way 21� Ave�ue SW at 5W 33E�' Street it�te�sec6ot� Improvements Fage 72 . RFB # l�-iO3 F�bniary 2U13 R�B �er. .1 ti8 `± Triplicate Original No. 1 Bond No. WAC-46436 EXHIBIT G , CTTY OF FEDERAL WAY PERFORMANCE/PAYMENT BOND ALL PEOPLE BY THESE PRESENTS: W�, th� u11�1'Sigtt�d SCT Infrastructure, LLC ,("Prinapal'� and Merchants Bond{ne Comuanv , the undersigned corp�a�on organized and exisfing und� tfie laws of the Stabe of zowa and legatty doing buaness in the State pf Washingtion as a surety �'Sucety'�, are held ar�d firmly bonded unto the Gty of Federal Way, a Washington munia�t cor�ration ("Gfiy") in the p2n�1 Sum Of Three Million Two Hundred* Doilars and no/1� (� 3�203,.858.85 ) ftiC thE p�yment of whid� we firmly bind oucselves and our legal representatives, hei�s, suaessocs an� :assi�nsr �Oi[itly and'eV��ly' *Three Thousand Eight Hundred Fifty Eight Dollars and Eighty-five/100's 't'�is obiigation is entered into an Agreement w�h the City dafed , 20 13 �r 21 st Avenue SW at sw �6th Street Intersection Improvements , ., ��. �� NOW, THEREFORE, if the Principal shali pe�form ali the provisions of the Agr�ement in die inanner antt �nrithin � S ifie tirrre period pre.su�ibed by the City, or within such extensions of time as may be grar�ted under tt�e ,. Agreement, and shaii pay all labore�s, mechanics, subcontractors and material men, or women, and ali persons wfio shali supply the Prinapal or subrnntractbrs with provisions and supplies for the carrying on qf said work, and shall hofd the City, their offic+als, agents, empbyees and volunteers harmle.ss from any loss or �amage occasioned ta any person or property by reason af any carelessr�ss or negligence on the part of if�e Prina�al, or any subcontractor in the per�ormance of said work, and shail indemnify and hold t�e C"+ty .harmiess from any damage or expense by reason of failure of perfamance as speafi� in the Agr�ment within a per�al of one (1) year after its finai acceptance thereof by the Cty, then and in tt�e event this otii�ation 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, exten.sion of time, diterat�on or addition to the terms of the Agreement or to the work b� be performed thereur�der a' the �pec'�fic�tions aaompanying ihe same sha(I in any way af�ct its obligation on this bond, and it doe.s hereby waive notice af any change, extension of time, alterations or additior�s to the terms of the AgreEment Qr to th� Work. The 5urety hereby agrees that modifcations and changes may be made in terms and provisiQn� of the Ag�eemenC wi�out notice to Surety, and any such modifica�ons or dianges increasing the total amounC to be paid the Principal shali automaticaily inaease the obligation of the Sucety on this PerFormance Bond in a. like. arna.mt, such inccease, however, nat to exceed twenky-five percent (25%) of the original amount of this bond witt�out tfie consent of the Surety. �� VUithin forty-five {45) days of receiving notice that the Principal has defaulted on all or part of the i�rms � �..: ;, the Agreement, the Surety shall make a written commitment to the C'�jr that it witl either: (a) cure the default itself within a reasonable time period, or (b) tender t� the city, t�e amount necessary for the Gty to rem�dy the default, including legal fees incurred by the City, or (c) in the event that Surety's evaluati� of the dispuCe is not complete or in the event the Surety disputes the Gty's claim af default, the Sure�r shalt notify the City of itS fnding and its intent, if any, to interplead. The Surety shall then fulfilf its obligations under this bond, aaarding to the option it has etected. Should Surety elect option (a) to cure thE defaul�, the penat sum of the Bond shall be reduced in an amount equal to the costs actually incurred by fhe Surety in curing the default. If the Surety elects option (b), then upon completion of the necessary work, the City shall notifjr the Surety of its actual m5ts. The City shall retum, without interest, any overpayment made by the Surety and the Surety shall pay to the �ry any actua{ costs which exceed the City estimate, limited to the bond amount. Should the Surety elect option (c), the Parties shalt first mmplete participa�on in mediation, , d�ibed in the below paragraph, prior to any interplead action. City of Federal Way 21�` AvenuE SW at SW 336�' Street Iuterseetion Impzovements Page 73 RFB # 13-103 February 2013 R�B ver. l-08 In the event a dispute should arise between the Parties to this Bond with respect to the City's deciaration of default by the Principal, the Parties agree to participate in at least four hours of inediation'in aaordance with the mediation pro�edures of United States Arbitration and Mediation ("USA&M'�. The Parties shall proportionately share in the cost of the mediation. The mediation shall be administered by the Seattle USA&M office, 430Q Two Union Square� 601 Uniorr Street, Sea�tle, Washington 98101-2327. The Surety shall not interplead prior to completion of the mediation.. DATEQ this 3rd day of May , 2p 13 , CORPORATE SEp►L OF PRINCIP�IL: SCI Infrastructure, LLC City of Federal. Way 21� Avenue SW at SW 33G'� Strest Intersection Im�rovements Page 74 PRTNQPAL � �, Mark Scoccolo gY� ( me of Persc� Execufin9 Bond)� I�;; Manager (Titl�) 2825 South 154th Street Seattle, WA 98188 4Address) (206) 242-0633 (�e) RFB # 13-1t}3 Febniaiy 2013 RFB v�ei:.'1�8 CERTIFICATE AS TO CORPORATE SEAL 1 hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the Within bond; that __, who signed the said bond on behaif of the Principai, was _ ofthe said Corporation; that I know his or her signature thereto is genuine, and that �a;d bond was duly signed, sealed, and attested for and in behalf of said Corpora�on by awthority of its � . �overning bodX. . �� ��,. �''= Secretary of As�'stant Seuetary .P��: . :���: `: SEAL.OF SURETY: " Merchants Bonding Company z� ,�� f:A.� i ► i �, .., �e;�•''�o. �,�; •: %;. , � . �i ��. � : z � ��d . . 4'�' i "Li h' 1 . �.� � �. � �� � �'p . ��, •.•' �� ,��� ���'�1�'�1�•t�'t APPROVED AS TO FORM: 2� � � P�a7i�ia A. � i ardson, City Attomey City of Federal Way - 21�` Avem�e SW at SW 33b`� Street , Intersecdon Improvennents Page 75 � SURETY �������N/ gY• ��l {/� Att�ney-in-Fact (Atiach Power of Attomey) Nicholas Wibbens (Name of Person Executing Bond) 2100 Fleur Drive Des Moines, IA 50321 (�ddre�) (206) 629-5497 (Phone) R�B # 13-103 February 2UI3 RFB ver. 1-08 City of Federal Way RFB # 13-103 21� Avenue SW at S'W' 336'� Street Febn�ary Z013 Intersection Improvements P�ge '7b , RFB ver, .1-08 �.����,��S B O IaT D�I I�T G C O M PAN Y�, POWER OF ATTORNEY Bond No. WAC-46436 Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations duly organized under the laws of the State of lowa (herein coltectively called the "Companies"), and that the Companies do hereby make, constitute and appoint, individualiy, Gordon E Wibbens; Nicholas Wibbens of Mukilteo and State of WA their true and lawful Attomey-in-Fad, with full power and authority hereby �nfer►ed in their name, place and stead, to sign, execute, adcnowledge and deliver in their behalf as surety any and all bonds, undertakings, recognizances or other wr�ten obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: SIX MILLION ($6,000,000.00) DOLLARS and to bind the Companies thereby as fully and to the same eactent as if such bond or undertaking was signed by the duly authorized officers of the Companies, and all the acts of said Attomey-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power-of-Attomey is made and executed pursuant to and by authority of the following By-Laws adopted by the Board of Directors of the AAerchan� Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Direetors of Merchants National Bonding, Inc., on October 24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The signature of any authorized officer and the seal of the Company may be affixed by facsimile or eledronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In Wjne�s Whereof, the Companies have caused this instrument to be signed and sealed this 2nd day of MerCh , 2012 . �-�, �� � �'� � .....l�� . �� '-. � ' � �? y r: +� �; � ��� G� ��y.ta� ��� �'. J=`..'..••A,���L , :, °u FAT� �F IOVIIA'• COUNTY OF POLK ss. ,.�'"��'� 101�.��'`ti�., ,r �' ....,, � ' 9� 0�,�^ �p�s ���'cP �: � -0- `��G '�; e � �: Zfl03 :.� 's % ,1'� . sb.��•• ..•',�� �� � � ••"' ••. •' O�N� CU'yA. ; �o�oRPOq .9• . • .•�, 9�,.'%L: :�:.r -o- �^'.-.. : y. 1933 �'c' • ,; •�,►: �•�6',1�•......•`:�'�� . . {Y . '••.•••• MERCHANTS BONDING COMPANY (MUTUAL) MERCHANTS NATIONAL BONOING, INC. By ���►i��,� Piesident On this 2nd day of March � 2012 , before me appeared Larry Taylor, to me personally known, who being by me duly swom did say that he is PresideM of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument is the Corporate Seals of the Companies; and that the said insVument was signed and sealed in behalf of the Companies by authority of their respedive Boards of Directors. In Testimony Whereof, I have hereunto set my hand and affaed my Official Seal at the City af Des Moines, lowa, the day and year first above written. � MARANDA GREENWALT �� � � �� Commisslon Number 770312 My Commbsion Explres October 2i, 2014 Notary Public, Polk County, Mwa STATE OF IOWA COUNTY OF POLK ss. 1, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and corred copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In WiMess Whereof, I have herea�ttl's�t�,,r hand and affixed G seal of the Companies on this 3rd day of � N '�• , y .. <, �`�` p ��'AA . .• �N Cp,y. � �io����`�� ' O�� RP09 '°;. _ �y. � R��� � �i� �.v0 9�.y,� • � • �/ � . 'e,-' . : �s; a � . 2'� , ; .s ; r-.._ -o- o;.�. '�t � D� � a: 6'• 1933 .: c: secrerary = J• e°��'�i'��� •%; .Ati• , a POA 0014 (11/11) •"s�.t`j�,••. ,:::•:",;�"�`� �'•b•�ki' • � •''`1'1• � . �~�e"-- * . _..�N�� � � � � � � � � � , �I �' � ,EXH,IBIT G CITY OF FfDERAL WAY PER�4RMANCE/PAYMENT BOND KNt3W ALt. PEOPLE BY THESE RRESENTS: ' We,, th� under5igned , �"Prin�i�l'�, and of � SGate of and legalty doing bu�ned carpora�ion or�aniz�i and e�stit� ur�t+� it� iaar� th� undersi siness in ifie State of Wa�ington as a sureL� ("Suret�"�. �re held and firmty bonded unto th� City af Fecierai V1�ay, a Washingto� municapal ct�r�oration �'� in fih�: ' penal sum of Dollars and nt�j100 ($ 1 for khe paYrr�nt of whit�t we �irmly bind ourselue� and our legal representatiues, tieirs, successt�rs and :assi�ns, jointly and sev�ralty. ' �! �� , ' ' , C , ' 11 ' , ' � This:obl�gatmn is entered into an Agreement with the Cr't� tlated , 2Q f+�r N{7Vt/,'THEREF{?RE, if the RrinCip�l shafl perform ait the prrnrisions r5f tFtie A�re�ment in � m�r��let' �nci v�ritkiir� the time period prescribed by the CityJ or within such extensibns ofi �me as may be grant�ti under #�e Agre�ment, and shall pay all laborers, mechanics, subcontraetors and material men Qr women, and all persons who shall �pply the Frincipal or subcontractors with proyisions and supplies for the c�rrying on :of s�id work, and shaN hald the ��y, their o��ia#s, agents, employees and volunteer� harmless fi�m any lass or darnage oc�asianed to any person or prflperty by reason of any caretessness or negligence an ttre pa�k af the Prir�cipal, or any subcor�tractor in ifie perf`ormance of said work, and shall indemnify and hold the �ty harmless from arry damage or e�ens� by reason of failure of pertormance as speufied in the Agreement within a�ri� o� one (1) year after its �ina! accept�nce thereof by the �ty, then and in the eveni this o6ligation sha11 be void, but atherwise, it shail be and rernain in full force and ef�ect. And the �urety, for value rec�ived, hereby further stipulates ar�d agr� that no +�hang�, e�ensiort t�f time, altera�ion or additian to the terms of the Agreement or ko #�e work bo be pertom�d thereunder cu the specciflcations accarnpanying the same shal! in any way affect its oblagafion on this b�nd, �nd it does hereby waive notice o€ any �hange, e�ension of time, alt�ra�ions ar addi4nns to the ternns �f the Agree�nent or to the 1lVork. Tf're Swre#.y hereby �grees that malifications and changes may be made in terms ar�d pcovi��ns of ifie Agr.eement'wathout natice to Surety, and any such modifications or changes increasih� the tofial �moant to I� pairJ ihe Ptincipa{ shal( automa�caiiy increase the obligation af the �ure�y on ttiis Perform�nc� Band ir� � iike art�t�unt, su�h increase, however, not to ea�ceecii twenty-five �rcent {25iDlo) of ihe origlnal amouni of this bond without tMe canser�t of the Surety. Wrthin forty-five (45} days of r�ceiving notice that the Frincipal has defaulted on all or part of the berms of the Agreement, t�e Surety shall make a written commitment ta the City that it wi11 either: �a) cure the defautt itself wi�hin a reasonable time peri�, or {b) tender to the city, the amount r�ecessary for the C�i:y'to remedy tt�e default, including legal f�es incurred by tt�e City, or (c� in the event that Surety's e�ratua�on c�f the dispute is not camptete or in the event the Surety disputes the Ciiy'� cl�im of �lef�ult, the Suretjr �ha(1 notify the City of its finding and its intent, if any, to interplead. The Surety shall then fulfil( its obligat�ons under this bond, according to the option it has elected. Should Surety elect option {a) to cure the defeult, the penal sum of the Band sha0 :be reduced i� an amount e�ual to the costs actually incurred by the 5urety `in curing the default. If the Surety elects option (b), then upon complet�on of the necessary work, the City shall noiify the Surety of its actual costs. The G'ity shall return, without interest, any o�er�ayment made by the �urety and the Surety shail pay to the City any actual costs which exceed the City estimate, limited to the bond amount. Should the Surety elect option (c), the Parties shall first complete partieipation in mediation, desc�il�d in the f�low paragraph, prior to any interplead actian. Gity of Federal Way 21°` Avenue SW at S�' 336�' Street 1�tersectio� Impzovements Fage 73 RFB # 13-IQ3 February 2Q13 IiFB ver::1-08 In the event a dispute should arise between the Parties to this Bond with respect to the City's declaration of default by the Principal, the Parties agree to participate in at`least four hours of inediation in accordance with the mediation protedures of United States Arb'�tration and Mediation ("USA&M'�. The Parti�s shall proportionately share in the cost of the mediation. The mediation shaA be admin'�stered by the: Seatde USA&M office, 43001"wo Union Square, 601 Unian Street, Seattle,: Washingtan 98101-232?. The 5urety shall not interplead prior to completion of the media�an. DATED this _ day of , 20 �OnPQRAI'E S�AL QF PFtINQPAL: city of�eae�at way 21'` Avenue SpV at SW 336'� Str�ei �nterss�Cion Imprcrrveme�s $age 7� �� It�� PRINQPAL ��me of Perst�i F�ec��ir�g Bont�: . __ _ �.__ .__.. _ _ �'��? (Addre�s� �P�e) RFB # 13-iO3 Febnrat�y 2013 R� �r :1;-�8 ! �J � � ,� � r� � � � � � �i � � ' r CERTIFICATE AS TO CORPORATE SEAL I` hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the wiihin bond; thafi wha signed the said bond on behalf of tF�e Principal, was _ of the said Corporatiorr, that I know his or her signature thereto is genaine, and that said bond was duly signed, �ealed, and attested for and in taehalf of said Corporation by authority af it� governing body. Ct31�RAfiE �S�AL. 4F �t�RET1(: � s s s • `° A t a Pa�icia Ati Ftichar,�isan, �ity A�to�aey City of Federai Way 21� Aveuue SW at SVV 3�6�` Street �nteers�aon I�mpz�o�e�nts Page 'l� SeCr�t�ry of Assi�tant Secretary �. SUREfIf Att4amey-in-�act (AttaCh Power ;QF Atto�cney� (Narne of Person ExecUting Bond) (Address) . {Phane) RFB # 13-103 February �fl13' R�B �r. .1-08 City of Fed�ral Way 21� A�euue SW at SVt� 33b�' Streei. �nte�s�ction. imp�vezuents. Page '76 RF� # 13-103' F�bniaiy �3t3 RFB �, .L-tf� � r � � � r � � � � r � � � � �J � � � � � � EXHIBIT H TITLE VI ASSURANCES �uring the performa�ce of this contrack, the contractorJconsultant, far itself, its assignees and successe�rs in interest (herein��er referred to as the "contractor"j agnees as follows:: 1. Complia�ce with Regu�atic�rts Ttye �o�trac�ar shalt �ompiy with ti� �egulatitsns r�lattve � nc�r�-discrimination ir� �etleraliy assisterf progr�ms of Ur�itecl �tate� C��artr�eent o� Tra�n�p�rt�ti�n (U�Dt}Tj, Titie �3� Cflde oF Fe�eral Regulations, part �1; a� fik�ey may � arnended fr€�m �m� tr� �irr�e; (hereinaflter ref�rred: to as the Reguta�nsj, whfch �re h�r;eirr ir�cc�rp�ra�ct �y refer�nce and made a part of this coniract. �. Norrdiscrimina��rr TI�� contractar,; with regard to tfie wark performed by it during the �nb-ar�, shall not iiiscrimina�te �n ti�+e grounds o� race, co1�r, sex, ar nation�l aric�in in �he seleckion �nd retention. af sub-contrac�ors,. ir�c�ud'ing procurement af maferials and I�ases of :equiprn�nt: Th� contractor shail not participate either directly or in�i�ectly in tFie di5crim'rnation prohibified by 'Section 21.5 of the Regulations, including empioyment practi�es when the con�act cove�s a prograrn set �orth in Apaiendix. � of the Reg[alations. 3. Sol�citatiorrs for Sua-contrac�s;, xncludi�tg Pracur+�ment o� Nlat�rials and Et�uipn�ent In ali s�lici�ations �eiti�er by cornpetitive bidding or n�egotiatians made by t�e contracbe�r for w�rk to t� pertorm�cl under a s�ab-contrac� �n�cluding procuremerrt af materials or le�se�s of equipment, each pc�tential sub-eontractor ar �upplier shali' be no�fied by the contractar of the contracto�'s �bf�ga�ions und�er this contract and the Reguiations relative to non-d'rscrimination on the >grour�ds of race, calar, seac, ar national origin. 4. �nfarmatian �and Rep�rts�! Tii� C011�1'clC�O� SiI�II `�?CQVIC{� �II inforrn�tion and rep�orrs required by ti�e Regulatii�ns or dir�ctives issued pursu�r�t tft�eretc�, and sM�11 permit access to its bcioks, re�ord�, accor�nts; �ther sources of infiorma�ion, and � facili�ies �s may be �eterrnined by the +contracting :ageney or thE appropriate federal agency ta be pertinent to ascertain compli�nce wit� such Regukations, orders and instructic�nsw Where any Enformation required of a contractc�r i� in the eatclusive �ssession of another who fails or refuses to furnish this infarmation, the contractor shall so cerafy ta WSDOT or the USD�OT as appropriat�, and shall set forth what efforts it has rnade to o�tain the informa�on. S; Sanctions for Non-compli�nce In th� �vent bf d�te Contr��ctbr's non-cdrrtpli�r�Ce witfi the rron-d�scritnin�tion pr�ovisions of this contra�ctR the �ontracting agency shal! impose such contract sanctions as it or the USDOT may determine to be appropriate, including, but not limited to: 1lVithholdmg of payments to the contractor under the contract until the cc�ntractor complies, and/or; Cancellation, termination, ar suspension of the sontract, in whale or in part Giiy of Federal Way 21� Avern�e SW at S� 336�` Street Yntexsection %ro�em�nts Page 'T7 RFB # 13-1Q3 February 2U13 RPB v�r:l-ti8 6. Incorporation of Provisions The contractor shall include the provisions of paragraphs (1) through (5) in every sub- crontract, inciuding procurement of materiais and leases of equipment, unless exempt by �e Regulations, or directives issued pursuant thereto. The contractor shall take such actian wit� re5peck to any sub-contractor or procurement as th� c�ntracting agency or USDOT may direct as a means of enforcing such provisions including sanctions for non-compliance. Pr�vided, howewer, that in the event a contractor becomes :involued in, ar is threatened with, litigation with a sub- con�ractor or supplier as a result of such direckion, the aontractor may r�qu+est WSC�OT er�ter into sueh litigation ta protect the interest� of the state and, in addition, the contractor may reqUest th� USDOT enter into such litigation to protect the iaterests of the United State.s: City c�f Federal Way 21�` Avem�e SW at SW 336'� Street Inte�sec�ion Imprc�veAnents Page 78 RFB # 13-103 Febn�azy 2U13 RFB �er, ,�}118 � � O � � � � � � � � �.J � � �� �J �� 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 INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2012 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. Section 1-01, Definition and Terms August 6, 2012 1-01.3 Definitions The definition for "Bid Documents" is revised to read: The component parts of the proposed Contract which may include, but are not limited to, the Proposal Form, the proposed Contract Provisions, the proposed Contract Plans, Addenda, and, for projects with Contracting Agency subsurface investigations, the Summary of Geotechnical Conditions and subsurFace boring logs (if any). The definition for "Superstructures" is revised to read: The part of the Structure above: The bottom of the grout pad for the simple and continuous span bearing, or 2. The bottom of the block supporting the girder, or 3. Arch skewback and construction joints at the top of vertical abutment members or rigid frame piers. Longitudinal limits of the Superstructure extend from end to end of the Structure in accordance with the following criteria: From the face of end diaphragm abutting the bridge approach embankment for end piers without expansion joints, or 2. From the end pier expansion joint for bridges with end pier expansion joints. Superstructures include, but are not limited to, the bottom slab and webs of box girders, the bridge deck and diaphragms of all bridges, and the sidewalks when shown on the bridge deck. The Superstructure also includes the girders, expansion joints, bearings, barrier, and railing attached to the Superstructure when such Superstructure components are not otherwise covered by separate unit measured or lump sum bid items. City of Federal Way 21st Avewe SW at SVY 336th Street Intersection Improvements AM-1 RFB # 13-103 February 2013 RFB ver. 1-08 1 2 3 4 5 6 7 8 9 10 14 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 Superstructures do not include endwalls, wingwalis, barrier and railing attached to the wingwalts, 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 fin+o 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 boring 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 Traffic Control Supervisor. Section 1-07, Legal Relations and Responsibilities to the Public June 4, 2012 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. Section 1-08, Prosecution and Progress April 2, 2012 43 1-08.1 Subcontracting 44 In the eighth paragraph, "Contracting Agency" is revised to read "WSDOT". Ciry of Federal Way 21st A�mme SW at SW 336th Strcet Intersection Improvements AM-2 RFB # 13-t03 � �Febmary20t3 RFB ver. 1-08 � � i�� � � � � ,� � � �JI � � 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 5 36 37 38 39 40 41 42 43 44 45 1-08.3{1) General Requirements The following new paragraph is inserted after the first paragraph: Total float belongs to the project and shall not be for the exclusive benefit of any party. 1-08.7 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 Account" in the Bid Item of Work shall have no specific unit of ineasurement requirement. 1-09.2(5) Measurement The second sentence in the first paragraph is revised to read: The frequency of verification checks will be such that at least one test weekly is performed for each scale used in weighing contract items of Work. Section 3-04, Acceptance of Aggregate Apri12, 2012 3-04.3(7)D4 An Entire Lot The last 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 Geosynthetic 4000 2000 $30 $60 Retainin Wall City of Federal Way 21st Avemie SW at SW 336th Sheet � Intersection Improvements AM-3 RFB Il t3-]03 February 1At3 RFB ver. 1-08 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 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 fower 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 Sturry 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(17). 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 August 6, 2012 5-04.3(10)B3 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. City of Federal Way 27st Avemie SW at SW 336th Streei Intersection Improvements .[.�� RFB N 13-103 February2013 RFB ver. 1-08 � � � � � :_J 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 � � Section 6-02, Concrete Structures August 6, 2012 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 200 pounds 6-02.3(2)B Commercial Concrete The second paragraph is revised to read: Where concrete Class 3000 is specified for items such as, culvert headwalls, plugging culverts, concrete pipe collars, pipe anchors, monument cases, Type PPB, PS, I, FB and RM signal standards, pedestals, cabinet bases, guardrail anchors, fence post footings, sidewalks, curbs, and gutters, the Contractor may use commercial concrete. If commercial concrete is used for sidewalks, curbs, and gutters, it shall have a minimum cementitious material content of 564 pounds per cubic yard of concrete, shall be air entrained, and the tolerances of Section 6-02.3(5)C shall apply. 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(14)C Pigmented Sealer for Concrete Surfaces This section is revised to read: The Contractor shall submit the pigmented sealer manufacturer's written instructions covering, at a minimum, the following: 2. 3. 4. 5. Surface preparation Application methods Requirements for concrete curing prior to sealer application Temperature, humidity and precipitation limitations for application Rate of application and number of coats to apply The Contractor shall not begin applying pigmented sealer to the surfaces specified to receive the sealer until receiving the Engineer's approval of the submittal. All surfaces specified in the Plans to receive pigmented sealer shall receive a Class 2 surFace finish (except that cancrete barrier surfaces shall be finished in accordance with City of Federal Way 21st Avem� SW at SW 336th Street Intersection Improvements AM-5 RFB M l3-103 Februsry 2(113 RFB ver. 1-08 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 � Section 6-02.3(11)A). The Contractor shall not apply pigmented sealer from a batch greater than 12 months past the initial date of color sample approvai 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 shall be re- �,� coated in accordance with the manufacturer's recommendations at no additional expense to the Contracting Agency. For concrete surfaces such as columns, retaining walls, pier walls, abutments, concrete fascia panels, and noise barrier wall panels, the pigmented sealer shall extend to 1 foot below the finish ground line, unless otherwise shown in the Plans. 6-02.3(16) Plans for Falsework and Formwork Item No. 4 in the seventh paragraph is revised to read: 4. Conditions required by other Sections of 6-02.3(17), Falsework and Formwork. Item's No. 5, 6, 7, and 8 in the seventh paragraph are deleted. The following paragraph is inserted after the seventh paragraph: Plan approval can be done by the Project Engineer for footings and walls 4 to 8 feet high (excluding pedestal height) provided: � 3 Concrete placement rate is 4 feet per hour or less. Facing is 3/4-inch plywood with grades as spec'rfied 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 two 2 by 4's spaced at 24 inches. 6-02.3(17)F Bracing In the first paragraph, the phrase °per Section 6-02.3(17)I" is revised to read "in accordance with Section 6-02.3(17)I". 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. � � � � ,� � � r.. � ;,- I � Bracing shall be designed and detailed by the Contractor and shall be shown in the � falsework/formwork plans submitted to the Engineer for approval. These braces shall be furnished, installed, and removed by the Contractor at no additional cost to the City of Federal Way RFB#13d03 � 21st Avewe SW at SW 336th Street Febniary 2013 Intersection Improvements AM-6 RFB ver. 1-08 � � .;� � L� L�1 � � � � 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 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 shal4 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 laterat movement or rotation. This bracing shall be placed prior to the release of each girder from the erection equipment. If the bridge is constructed with cast-in-place concrete diaphragms, the bracing may be removed once the concrete in the diaphragms has been placed and cured for a minimum of 24 hours. 6-02.3(17)H Formwork Accessories The first paragraph is deleted and replaced with the following two new paragraphs: Formwork accessories such as form ties, form anchors, form hangers, anchoring inserts, and similar hardware shall be specifically identified in the formwork plans including the name and size of the hardware, manufacturer, safe working load, and factor of safety. The grade of steel shall also be indicated for threaded rods, coil rods, and similar hardware. Wire form ties shall not be used. Welding or clamping formwork accessories to Contract Plan reinforcing steel will not be allowed. Driven types of anchorages for fastening forms or form supports to concrete, and Contractor fabricated "J" hooks shall not be used. Field drilling of holes in prestressed girders is not allowed. Taper ties may be used provided the following conditions are met: 1. The structure is not designed to resist water pressure (pontoons, floating dolphins, detention vaults, etc.) 2. After the taper tie is removed, plugs designed and intended for plugging taper tie holes shall be installed at each face of concrete. The plug shall be installed a minimum of 1'/2" clear from the face of concrete. 3. After the plug is installed, the hole shall be cleaned of all grease, contamination and foreign matter. 4. Holes on the exposed faces of concrete shall be patched and finished to match the surrounding concrete. City of Federal Way 21st Avemce SW at SW 336th Street Intersection Improvements AM-7 RFB # 13-103 Febru�y 20t3 RFB ver. 1-08 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 6-02.3(25)N Prestressed Concrete Girder Erection The third sentence in the fifth paragraph is revised to read: The girders shall be braced in accordance with Sections 6-02.3(17)F4 and 6- 02.3(17)F5. 6-02.3(26)E5 Leak Tightness Testing The first sentence in the first paragraph is revised to read: The Contractor shall test each completed duct assembly for leak tightness after placing concrete but prior to plaang post tensioning reinforcemerrt. The second paragraph is revised to read: Prior to testing, all grout caps shall be installed and all vents, grout injection ports, and drains shall either be capped or have their shut-off valves closed. The Contractor shall pressurize the completed duct assembly to an initial air pressure of 50 psi. This pressure shall be held for five minutes to allow for internal adjustments within the assembly. After five minutes, the air supply valve shall be closed. The Contractor shall monitor and measure the pressure maintained within the closed assembly, and any subsequent loss of pressure, over a period of one minute following the closure of the air supply valve. The maximum pressure loss for duct assemblies equal to or less than 150 feet in length shall be 25 psig. The maximum pressure loss for duct assemblies greater than 150 feet in length shall be 15 psig. If the pressure loss exceeds the allowable, locations of leakage shall be identified, repaired or reconstructed using methods approved by the Engineer. The repaired system shall then be retested. The cycle of testing, repair and retesting of each completed duct assembly shall continue until the completed duct assembly completes a test with pressure loss within the specified amount. Section 6-03, Steel Structures April 2, 2012 6-03.3(28)A Method of Shop Assembly The first sentence in Item 2.C. is revised to read: For Trusses and Girders — After the first stage has been completed, each subsequent stage shall be assemb�ed to include: at least one truss panel or girder shap section of the previous stage and finro 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 pile to the ultimate bearing and/or penetration specified. City of Federal Way 21st Avemx SW at SW 336th Strat Intersection Improvements AM-8 RFB 1{ 13-103 Felnvuy TA13 RFB ver. 1-08 � ,� LJ � � r l� �� � 1 2 3 4 6 7 8 9 1Q 11 12 13 14 15 16 17 1S 19 20 21 22 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 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 plates. Section 6-07, Painting April 2, 2012 6-07.3(9)A Paint $ystem 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 manufacturer. Section 6-10, Concrete Barrier August 6, 2012 6-10.3 Construction Requirements This section is supplemented with the following: Steel welded wire reinforcement deformed, conforming to Section 9-07.7, may be substituted in concrete barrier in place of deformed steel bars conforming to Section 9- 07.2, 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. 2. The minimum cross sectional area for steel welded wire reinforcement shall be no less than 86 percent of the cross sectional area for the deformed steel bars being substituted. 3. Development lengths and splice lengths shall conform to requirements specified in the AASHTO LRFD Bridge Design Specifications, current edition. 6-10.5 Payment In the second paragraph, the bid item "Conc. Class 4000" is revised to read: "Conc. Class 4000 " City of Federal Way 21st Aveuue SW at SW 336tL Street Intersection Improvements AM-9 xFS � ,�-�03 Febn�azy 20t3 RFB ver. 1-08 r^. 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 44 45 46 47 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 resutt in the rate of advance of the shaft drilling equipment being sign'rficantly 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 6-12.5. 6-12.3(6) Precast Concrete Panel Fabrication and Erection The second sentence in item number 3 is deleted. 6-12.5 Payment This section is supplemented with the 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 items and their duration have been agreed upon, the payment amount will be determined using the rate and markup methods specified in Section 1-09.6. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for the item "Removing 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 pertorm the amount of obstruction work estimated by the Contracting Agency within the original time of the contract. The Engineer will consider a time adjustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided: the dollar amount estimated by the Contracting. Agency has been exceeded, and; 2. the Contractor shows that the obstruction removal work represents a delay to the completion of the project based on the current progress schedule provided in accordance with Section 1-08.3. City of Federal Way 21u Avmue SW at SW 336th Street Intersection Improvements AM-10 . RFB # 13-]03 February 2013 RFB ver. 1-08 � �' � � � � � � � �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 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 title is revised to read: 6-19.3(4)F Disposal of Slurry and Slurry Contacted Spoils The Contractor shall dispose of the slurry and slurry-contacted spoils as specified in the shaft installation narrative in accordance with Section 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 of the Contracting Agency Right of Way for the project. Infiltration is allowed provided the ground-line at the disposal site is at least 5 feet above the current water table, and that disposal operations conform to the temporary erosion and sedimentation control (TESC) requirements established for this project. For the purposes of water slurry disposal, upland is defined as an area that has no chance of discharging directly to waters of the State, including wetlands or conveyances that indirectly lead to wetlands or waters of the State. Spoils in contact with this slurry may be disposed of as clean fill. 2. Synthetic slurry and water slurry with polymer-based additives shall be contained and disposed of by the Contractor at an approved facility. The Contractor shall acquire all permits or approvals necessary for disposal of the 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 upland area within the confines of the Contracting Agency Right of Way for the project. Infiltration is allowed provided the ground-line at the disposal site is at least 5 feet above the current water table, and that disposal operations conform to the temporary erosion and sedimentation control (TESC) requirements established for this project. For the purposes of mineral slurry disposal, upland is defined as an area that has no chance of discharging directly to waters of the State, including wetlands or conveyances that indirectly lead to wetlands or waters of the State. Spoils in contact with mineral slurry shall be disposed of in accordance with Section 2-03.3(7)C. With approval of the Engineer, the Contractor may re-use these spoils on-site. Section 7-02, Culverts August 6, 2012 7-02.2 Materials Note 3 in the table titled, "Culvert Pipe Schedules" is revised to read: City of Federal Way 21st Avewe SW a[ SW 336th Street Intersection Improvements AM-13 RFB # 13-]03 February 2013 RFB ver. 1-08 1 2 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 44 45 46 3Polypropylene pipe, 12 inch to 30 inch diameters approved for Schedule A and Schedule B, 36 inch to 60 inch diameters approved for Schedule A only. 7-02.5 The bid item "Steel Rib Reinforced Polyethylene Culvert Pipe In. Diam.", per linear foot is revised to read: °St. Rib Reinf Polyethylene Culv. Pipe In. Diam.", per linear foot Section 7-03, Structural Plate Pipe, Pipe Arch, Arch, and Underpass August 6, 2012 7-03.3(1) Foundations, General This section is supplemented with the following: When aluminum pipe or pipe arch is in contact with cement concrete, two coats of paint shall be applied in accordance with Section 7-08.3(2)D. 7-03.3(5) Headwalls This section is supplemented with the following: When aluminum pipe or pipe arch is in contact with cement concrete, finro coats of paint shall be applied in accordance with Section 7-08.3(2)D. Section 7-04, Storm Sewers August 6, 2012 � �� � � � . �. 7-04.3(1)B Exfiltration Test — Storm Sewers _ The fifth column title "PE4s is revised to read "PP4i from the table titled, "Storm Sewer Pipe � Schedules". Note 4 in the table titled, "Storm Sewer Pipe Schedules" is revised to read: 4PP = Polypropylene Pipe, 12 inch to 30 inch approved for Schedule A and Schedule B, 36 inch to 60 inch diameters approved for Schedule A only. 7-04.5 The bid item "Steel Rib Reinforced Polyethylene Storm Sewer Pipe In Diam", per linear foot is revised to read: "St. Rib Reinf Polyethylene Storm Sewer Pipe In. Diam", per linear foot Section 7-05, Manholes, lnlets, Catch Basins, and Drywells April 2, 2012 7-05.3 Construction Requirements The third paragraph is supplemented with the following: City of Federal Way 21st Avenue SW at SW 336tL Street Intersection Improvements AM-14 RFB# 13-I03 Febnwry 2013 RFB ver. 1-08 � � � � � ,� � � � 1 2 4 5 6 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Leveling and adjustment devices that do not modify the structural integrrty of the metal frame, grate or cover, and do not void the originating foundry's compliance to these specifications and warranty is allowed. Approved leveling devices are listed in the Qualified Products List. Leveling and adjusting devices that interfere with the backfilling, backfill density, grouting and asphalt density will not be allowed. The hardware for leveling and adjusting devices shall be completely removed when specified by the Project Engineer. Section 7-08, General Pipe Installation Requirements August 6, 2012 7-08.3(2)D Pipe Laying — Steel or Aluminum The following new sentence is inserted after the first sentence in the second paragraph: The paint shall cover all the surface in contact with the concrete and extend one inch beyond the point of contact. Section 7-09, Water Mains August 6, 2012 7-09.3(19)A Connections to Existing Mains In the second paragraph, "Speciat Conditions" is revised to read "Special Provisions". Section 8-01, Erosion Control and Water Pollution Control August 6, 2012 8-01.3(2)D Mulching The following two new paragraphs are inserted after the fourth paragraph: Short-Term Mulch shall be hydraulically applied at the rate of 2500 pounds per acre and may be applied in one lift. Moderate-Term Mulch and Long-Term Mulch shall be hydraulically applied at the rate of 3500 pounds per acre with no more than 2000 pounds applied in any single lift. 8-01.3(2}E Soil Binders and Tacking Agents The �rst paragraph is revised to read: Tacking agents or soil binders applied using a hydroseeder shall have a mulch tracer added to visibly aid uniform application. This tracer shall not be h�rmful 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. The last two paragraphs are deleted. 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch In the first paragraph, "Engineer" is revised to read "Project Engineer". Note 1 of the table in the first paragraph is revised to read: City of Federal Way xFaa ►3-�03 21 st Avewe S W at SW 336th SUeet Februaty 2013 Intersection Improvements AM-15 RFB ver. 1-08 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 ' Where Contract timing is approp�ate, seeding, fertiliiing, and mulching shall be accomplished during the fall period listed above The third paragraph is deleted. 8-01.3(4) Placing Compost Blanket The first paragraph is revised to read: Compost blanket shall be placed to a depth of 3 inches over bare soil. Campost blanket shall be placed prior to seeding or other ptanting. An organic tackifier shall be placed over the entire composted area when dry or windy conditions are present or expected before the final application of mulch or erosion control blanket. The 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 shall be used to promote seed germination when seeding is performed outside of the Dates for Application of Final Seed in Section 8-01.3(2)F. Black plastic covering shall be used for stockpiles or other areas where vegetative growth is unwanted. The plastic cover shall be installed and maintained in a way that prevents water from cutting under the plastic and prevents the plastic cover from blowing open in the wind. 8-01.3(6) Check Dams This section is revised to read: Check dams shall be installed as soon as construction will allow, or when designated by the Engineer. The Contractor may substitute a different check dam, in lieu of what is specified in the contract, with approval of the Engineer. The check dam is a temporary or permanent structure, built across a minor channel. Water shall not flow through the check 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 installed 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). 8-01.3(7) Stabilized Construction Entrance The first paragraph is revised to read: � � � �. �� � ,� Temporary stabilized construction entrance shall be constructed in accordance with fhe � 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. � City of Federal Way xFS n i�-►os �. 21st Avewe SW at SW 336t6 Street . Febvary 2013 Intersection Improvements AM-16 RFB ver. 1-08 � � � � � � � 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 6-14, Geosynthetic Retaining Walls January 2, 2012 6-14.2 Materials The referenced section for the following item is revised to read: Grout 9-2Q.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) C(osed 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: f. 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 soil nails has been successfully completed. If the Contractor elects to test the grout cubes for compressive strength, testing shall be conducted by an independent laboratory and shall be in accordance with the WSDOT FOP for AASHTO T106. 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 dssign 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: City of Federal Way 21 st Aveuue SW at S W 336th Street Intersection Improvements AM-11 xFaa �}wa February 21113 RFB ver. 1-08 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 "Removing Soldier Pile Shaft Obstructions", estimated. Payment for removing obstructions, as defined in Section 6-16.3(3), will be made for the changes in shaft construction methods necessary to remove the obstruction. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the equipment and employees utilized, and the number of hours involved for each. Once these cost items and their duration have been agreed upon, the payment amount will be determined using the rate and markup methods specified in Section 1-09.6. For the purpose of providing a common proposal for atl bidders, the Contracting Agency has entered an amount for the item "Removing Soldier Pile Shaft Qbstructions" in the bid proposal to become a part of the total bid by the Contractoc If the shaft construction equipment is idled as a resulf of the obstruction removal work and cannot be reasonably reassigned within the project, then standby payment for the idled equipment will be added to the payment calculations. If labor is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the project, then all labor costs resulting from Contractor labor agreements and established Contractor policies will be added to the payment calculations. The Contractor shall perform the amount of obstruction work estimated by the Contracting Agency within the original time of the contract. The Engineer will consider a time adjustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided: 1. the dollar amount estimated by the Contracting Agency has been exceeded, and; 2. the Contractor shows that the obstruction removal work represents a delay to the completion of the project based an 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: 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. City of Federal Way 21st Avemte SW at SW 336ih StreM Intersection Improvements AM-I Z RFB tl 13-103 Febnwy 2013 RFB ver. 1-08 � �� � � � � 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 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 title is revised to read: 6-19.3(4)F Disposal of Slurry and Slurry Contacted Spoils The Contractor shall dispose of the slurry and slurry-contacted spoils as specified in the shaft installation narrative in accordance with Section 6-19.3(2)B, item 8, and in accordance with the following requirements: Water slurry with no additives may be infiltrated to an upland area within the confines of the Contracting Agency Right of Way for the project. Infiltration is allowed provided the ground-line at the disposal site is at least 5 feet above #he current water table, and that disposal operations conform to the temporary erosion and sedimentation control (TESC) requirements established for this project. For the purposes of water slurry disposal, upland is defined as an area that has no chance of discharging directly to waters of the State, including wetlands or conveyances that indirectly lead to wetlands or waters of the State. Spoils in contact with this slurry may be disposed of as clean fill. 2. Synthetic slurry and water slurry with polymer-based additives shall be contained and disposed of by the Contractor at an approved facility. The Contractor shall acquire all permits or approvals necessary for disposal of the 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 upland area within the confines of the Contracting Agency Right of Way for the project. Infiltration is allowed provided the ground-line at the disposal site is at least 5 feet above the current water table, and that disposal operations conform to the temporary erosion and sedimentation control (TESC) requirements established for this project. For the purposes of mineral slurry disposal, upland is defined as an area that has no chance of discharging directly to waters of the State, including wetlands or conveyances that indirectly lead to wetlands or waters of the State. Spoils in contact with mineral slurry shall be disposed of in accordance with Section 2-03.3(7)C. With approval of the Engineer, the Contractor may re-use these spoils on-site. Section 7-02, Culverts August 6, 2012 7-02.2 Materials Note 3 in the table titled, "Culvert Pipe Schedules" is revised to read: City of Federal Way 21st Avemx SW at SW 336th Street Intersection Improvements AM-13 xFSa ��-,03 Febnury2(p3 RFB Ver. 1-08 1 2 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Zs 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 43 44 45 46 � 3Polypropylene pipe, 12 inch to 30 inch diameters approved for Schedule A and Schedule B, 36 inch to 60 inch diameters approved for Schedule A only. �� 7-02.5 The bid item "Steel Rib Reinforced Polyethylene Culvert Pipe ln. Diam.", per linear foot is revised to read: °St. Rib Reinf Polyethylene Culv. Pipe In. Diam.", per linear foot Section 7-03, Structural Plate Pipe, Pipe Arch, Arch, and Underpass August 6, 2012 7-03.3(1) Foundations, General This section is supplemented with the following: When aluminum pipe or pipe arch is in contact with cement concrete, two coats of paint shall be applied in accordance with Section 7-08.3(2)D. 7-03.3(5) Headwalls This section is supplemented with the following: When aluminum pipe or pipe arch is in contact with cement concrete, two coats of paint shall be applied in accordance with Section 7-08.3(2)D. Section 7-04, Storm Sewers August 6, 2012 � �� � � � � 7-04.3(1)B Exfiltration Test — Storm Sewers The fifth column title "PE4" is revised to read "PP4" from the table titled, °Storm Sewer Pipe � Schedules". Note 4 in the table titled, "Storm Sewer Pipe Schedules" is revised to read: 4PP = Polypropylene Pipe, 12 inch to 30 inch approved for Schedule A and Schedule B, 36 inch to 60 inch diameters approved for Schedule A only. 7-04.5 The bid item "Steel Rib Reinforced Polyethylene Storm Sewer Pipe linear foot is revised to read: � � In Diam", per � "St. Rib Reinf Polyethylene Storm Sewer Pipe In. Diam", per linear foot Section 7-05, Manholes, Inlets, Catch Basins, and Drywells Apri12, 2012 7-05.3 Construction Requirements The third paragraph is supplemented with the following: City of Federal Way 21st Avemie SW at SW 33(ah Street Intersection Improvements AM-14 RFB # 13-103 Febnwry 1A13 RFB ver. 1-08 � � �J � � � � � 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 47 Leveling and adjustment devices that do not modify the structural integrity of the metal frame, grate or cover, and do not void the originating foundry's compliance to these specifications and warranty is allowed. Approved leveling devices are listed in the Qualified Products List. Leveling and adjusting devices that intertere with the backfilling, backfill density, grouting and asphal# density will not be allowed. The hardware for leveling and adjusting devices shall be completely removed when specified 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 following new sentence is inserted after the first sentence in the second paragraph: The paint shall cover all the surFace in contact with the concrete and extend one inch beyond the point of contact. Section 7-09, Water Mains August 6, 2012 7-09.3(19)A Connections to Existing Mains In the second paragraph, °Speciat Conditions" is revised to read "Special Provisions". �ection 8-01, Erosion Control and Water Pollution Control August 6, 2012 8-01.3(2)D Mulching The following two new paragraphs are inserted after the fourth paragraph: Short-Term Mulch shall be hydraulically applied at the rate of 2500 pounds per acre and may be applied in one lift. Moderate-Term Mulch and Long-Term Mulch shall be hydraulically applied at the rate of 3500 pounds per acre with no more than 2000 paunds applied in any single lift. 8-01.3(2)E Soil Binders and Tacking Agents The first paragraph is revised to read: Tacking agents or soil binders 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. The last two paragraphs are deleted. 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch In the first paragraph, "Engineer" is revised to read "Project Engineer". Note 1 of the table in the first paragraph is revised to read: C�ty of Federal Way 21st Avewe SW at SW 336th Sh'eet Intersection Impravements AM-15 RFB M 13-103 Febmmy 2013 RFB ver. 1-08 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 ' 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(4) Placing Compost Blanket The first paragraph is revised to read: Compost blanket shall be placed to a depth of 3 inches over bare soil. Compost blanket shall be placed prior to seeding or other planting. An organic tackifier shall be placed over the entire composted area when dry or windy conditions are present or expected before the final application of mulch or erosion control blanket. The 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 thirc! paragraphs are revised to read: Clear plastic covering shall be used to promote seed germination when seeding is performed outside of the Dates for Application of Final Seed in Section 8-01.3(2)F. Black plastic covering shall be used for stockpiles or other areas where vegetative growth is unwanted. The plastic cover shall be installed and maintained in a way that prevents water from cutting under the plastic and prevents the plastic cover from blowing open in the wind. 8-01.3(6) Check Dams This section is revised to read: Check dams shall be installed as soon as construction will allow, or when designated by the Engineer. The Contractor may substitute a different check dam, in lieu of what is specified in the contract, with approval of the Engineer. The check dam is a temporary or permanent structure, built across a minor channel. Water shall not flow through the check 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 installed 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 tlie ditch. Check dams shall meet the requirements in Section 9-14.5(4). 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. City of Federal Way 21st Avemk SW at SW 336t6 Street Intersection Improvements AM-16 xFS a i�-►os Februa�y 2013 RFB ver. 1-08 � � � � � � � 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 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 secfion 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 shall be free of extraneous material and meet the gradation requirements in Section 9-13.6. 8-01.3(13) Temporary Curb This section is revised to read: Temporary curbs shall divert or redirect water around erodible soils. Temporary curbs shall be installed along pavement edges to prevent runoff from flowing onto erodible slopes. Water shall be directed to areas where erosion can be controlled. The temporary curbs shall be a minimum of 4 inches in height. Ponding shall not be in roadways. 8-01.4 Measurement The third paragraph is revised to read: Check dams will be measured per linear foot one time only along the completed check dam. No additional measurement will be made for check dams that are required to be rehabilitated or replaced due to wear. The ninth paragraph is deleted. This section is supplemented with the following: Outle# 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. This section is supplemented with the following: "Outlet Protection", per each. City of Federal Way 21st Avemu SW at SW 3i6th Street Intersection Improvements AM-17 xfau i�-�os Febn�ary 2013 RFB ver. 1-08 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 8-02, Roadside Restoration August 6, 2012 in this section, °psiPE° is revised to read "PSIPE". 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 - O�tober 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 Compostn or "Coarse Compost" shall be full pay for furnishing and spreading the compost onto the ;� existing soil. Section 8-03, Irrigation Systems Apri12, 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 irt the Plans. All other requirements for cement concrete curb and cement concrete curb and gutter shall apply to roundabout cement concrete curb and gutter. 8-04.4 Measurement This section is supplemented with the following: 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: City of Federal Way 21st Avewe SW at SW 336th Street Intersection Improvements AM-18 RFB # 13-103 Februmy 2013 RFB ver. 1-08 � � � � � �' � 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 "Roundabout Cement Concrete Curb and Gutter", per linear foot The unit Contract price per linear foot for "Roundabout Cement Concrete Curb and Gutter" shall be full payment for all costs for the Work including transitioning the roundabout cement concrete curb and gutter to the adjoining curb shape. "Roundabout Splitter Island Nosing Curb�, per each. The unit Contract price per each for "Roundabout Splitte� Island Nosing Curb" shall be full payment for all costs for the Work inctuding transitioning the roundabout splitter island nosing curb to the adjoining curb shape. Section 8-07, Precast Traffic Curb and Block Traffic Curb August 6, 2012 This section's title is revised to read: 8-07 Precast Traffic Curb 8-07.1 Description This section is revised to read: This Work consists of furnishing and installing precast traffic sloped mountable curb or dual faced sloped mountable curb of the design and type specified in the Plans in accordance with these Specifications and the Standard Plans in the locations indicated in the Plans or as staked by the Engineer. 8-07.2 Materials The material reference °Block Traffic Curb 9-18.3" is deleted from this section. 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 8-11.3(1)D Removing Guardrait and Guardrail Anchor The first two sentences in the first paragraph are revised to read: City of Federal Way 21 st Avenue SW at SW 336th Street Intersection Improvements AM-19 xFa n ��-io3 Febmazy 2013 RFB Vei: 1-08 1 2 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 � 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 � Removal of the various types of guardrail shall include removal of the rail, cable elements, hardware, and posts, including transition sections, expansion sections, � terminal sections and the rail element of anchor assemblies. Removal of the various types of guardrail anchors shall include removal of the anchor assembly, including concrete bases, rebar, steel tubes, and any other appurtenances in the anchor � assembly. 8-11.4 Measurement The seventh paragraph is revised to read: �� Measurement of removal of guardrail will be by the linear foot measured along the line � of guardrail removed including transition sections, expansion sections, guardrail anchor rail elements and terminal sections. 8-11.5 Payment The paragraph following the bid item "Removing Guardrail Anchor", per each is revised to read: The unit Contract price per each for "Removing Guardrail Anchor" shall be full payment for all costs to perform the Work as described in Section 8-11.3(1)D, including rail removal, if there isn't a Bid Item for Removing Guardrail in the run of guardrail connecting to the anchor. Section 8-12, Chain Link Fence and Wire Fence April 2, 2012 In this Section "Engineer" is revised to read "Project Enginee�'. 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 G�out Type 4. The third sentence in the sixth paragraph is replaced with the following two sentences: After the post is set and plumbed, the hole in the portion of the post in solid rock shall be filled with Grout Type 4. The grout shall be thoroughly worked into the hole so as to leave no voids. The seventh paragraph is deleted. The ninth paragraph is revised to read: City of Federal Way 21 st Avemie S W at SW 33�h Strcet Intersection Improvements AM-20 RFB#13-103. 'r� Felxuary?At3 RFB ver. 1-08 � �J � � � � � 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 47 48 49 50 51 52 Steep slopes or abrupt topography may require changes in various elements of the fence. It shall be the responsibifity of the Contractor to provide all posts of sufficient length to accommodate the chain link fabric. The tenth paragraph is revised to read: All round posts shall have approved top caps fastened securely to the posts. The base of the top cap fitting for round posts shall feature an apron around the outside of the posts. - 8-12.3(1)B Top Rail This section's content including title is deleted and replaced with: 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 first three paragraphs are revised to read: Chain link fabric shall be attached after the cables and wires have been properly tensioned. Chain link fabric shall be placed on the face of the post away from the Highway, except on horizontal curves where it shall be placed on the face on the outside of the curve unless otherwise 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 24-inch 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 plumbed, the hole shall be filled with Grout Type 4. City of Federal Way x�sn ��-�03 21st Avewe SW at SW 3i6th Street Febmary 2013 Intersection Improvements AM-21 RFB ver. 1-08 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 The fourth sentence in the sixth paragraph is replaced with the fotlowing two sentences: After the post is set and plumbed, the hole in the portion of the post in solid rock shall be �Iled 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 specified Work including brace post installation and all other requirements of Section 8-12 for Chain Link Fence, unless covered in a separate Bid Item in this Section. The following paragraph is inserted after the item "End, Gate, Corner, and Pull Post for Chain Link Fence", per each: The unit Contract price per each for "End, Gate, Corner, and Pull Post for Chain Link Fence" shall be full payment for all costs for the specified Work. The following paragraph is inserted after the item "Single 6 Ft. Chain Link Gate", per each: The unit Contract price per each for "Double 14 Ft. Ch�in Link Gate", "Double 20 Ft. Chain Link Gate", and °Single 6 Ft. Chain Link Gate", shall be full payment for all costs for the speci�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 specified Work including payment for clearing of the fence line. The following paragraph is inserted after the item "Double Wire Gate 20 Ft. Wide", per each: The unit contract price per each for "Single Wire Gate 14 Ft. Wide" and "Double Wire Gate 20 Ft. Wide" shall be full payment for all costs for the specified Work. 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 Federal Way 21st Avemw SW at SW 336tL Strat Intersection Improvements AM-22 �s n ��-�03 February 2013 RFB ver. 1-08 � � � 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 Section 8-15, Riprap Apri12, 2012 8-15.1 Description The second paragraph is revised to read: Riprap will be classified as heavy loose riprap, light loose riprap, and hand placed riprap. 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 shall conform to the requirements for the specified class, be cast- in-place concrete and be constructed in accordance with Sections 6-02.2 and 6-02.3. Concrete for Type II, I11, IV, V, and CCN 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 without hitting the sides, the steel reinforcing bars, or the steel reinforcing bar cage bracing. The Section 6-02.3(6) restriction for 5-feet maximum free-fall shall not apply to placement of Class 4000P concrete into a shaft. Steel reinforcing bars for foundations shalt conform to Section 9-07. 8-20.3(9) Bonding, Grounding The first sentence in the second paragraph is replaced with the following two sentences: All conduit installed shall have an equipment ground conductor installed in addition to the conductors noted in the Contract. Conduit with innerducts shall have an equipment ground conductor installed in each innerduct that has an electrical conductor. Section 8-21, Permanent Signing August 6, 2012 8-21.2 Materials The third sentence is revised to read: Materials for sign mounting shall conform to Section 9-28.11. 8-21.3(9)A Fabrication of Steel Structures The first sentence in the first paragraph is revised to read: Fabrication shall conform to the applicable requirements of Section 6-03 and 9-06. This section is supplemented with the following: City of Federal Way 21st Aveuue SW at SW 336th Sheet Intersection Improvements AM-23 xFa a i�-ios Feb�aa�y 2(1l3 RFB ver. 1-08 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 All fabrication, including repairs, adjustments or modifications of previously fabricated sign structure members and connection elements, shall be performed in the shop, under an Engineer approved shop drawing prepared and submitted by the Contractor for the original fabrication or the specific repair, adjustment or modification. Sign structure fabrication repair, adjustment or modification of any kind in the field is not permitted. If fabrication repair, adjustment or modification occurs after a sign structure member or 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 nofinrithstanding, the Contractor may erect a sign bridge prior to completion of the shaft cap portion of one foundation for one post provided the following conditions are satisfied: The Contractor shall submit design calculations and working drawings of the temporary supports and falsework supporting the sign bridge near the location of the incomplete foundation to the Engineer for approval in accordance with Section 6-01.9. The submittal shall include the method of releasing and removing the temporary supports and falsework without inducing loads and stress into the sign bridge. 2. The Contractor shall submit the method used to secure the anchor bolt array in proper position with the sign bridge while casting the shaft cap concrete to complete the foundation. � � � � 3. The Contractor shall erect the sign bridge and temporary supports and falsework, complete the remaining portion of the incomplete foundation, and � remove the temporary supports and falsework, in accordance with the working drawing submittals as approved by the Engineer. 8-21.3(9)F Foundations The following new paragraph is inserted after the second paragraph: Concrete placed into an excavation where water is present shall be placed using an approved tremie. If water is not present, the concrete shall be placed such that the free- fall is vertical down the center of the shaft without hitting the sides, the steel reinforcing bars, or the steel reinforcing bar cage bracing. The Section 6-02.3(6) restriction for 5- feet maximum free-fall shall not apply to placement of Class 4000P concrete into a shaft. The eighth paragraph 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 City of Federal Way 21sf Avemie SW at SW 33(�h Stree[ Intersection Improvements AM-24 RFB N 13-103 Febmn�y 2013 RFB ver. 1-08 � � � � � � �� � � � 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 such notice shall be accompanied by the Contractor's proposed method(s) of addressing the deviations, including removal and reconstruction of the shaft cap portion of the affected concrete foundation as outlined in this Section, or fabrication repair, adjustment or modification, with associated shop drawings, in accordance with Se�tion 8-21.3(9)A. If the Contractor's survey indicates that a concrete foundation has been constructed incorrectly for a sign structure that has already been fabricated, the Contractor may 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 shown in the Plans. All concrete of the removed portion of the foundation shall be removed and disposed of in accordance with Sections 2-02.3 and 2- 03.3(7}C. 3. The Contractor shall adjust the primary shaft vertical steel reinforcing bars as necessary in accordance with Section 6-02.3(24)C to provide clearance for the anchor bolt array. Sign structures shall not be erected on concrete foundations until the Contractor confirms that the foundations and the fabricated sign structures are either compatible with each other and the design geometry shown in the Plans, or have been modified in accordance with this Section and as approved by the Engineer to be compatible with each other, and the foundations have attained a compressive strength of 2,400-psi. Item number 4 in the ninth paragraph is revised to read: 4. Concrete shall be Class 4000P, except as otherwise specified. The concrete for the shaft cap (the portion containing the anchor bolt array assemblies above the construction joint at the top of the shaft) shall be Class 4000. Item number 3 in the tenth paragraph is revised to read: 3. Unless otherwise shown in the Plans, concrete shall be Class 4000P. 8-21.5 Payment This section is supplemented with the following: All costs in connection with surveying completed concrete foundations for sign bridges and cantilever sign structures shall be included in the lump sum contract price for "Structure Surveying", except that when no Bid item is included in the Proposal for City of Federal Way 21 st Avewe SV✓ at SW 336th Street Intersection Improvements AM-25 RFB # I}103 February 2013 RFB ver. 1-08 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 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 "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 August 6, 2012 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 paragraph. Line" and "Plastic Wide Line" are deleted from the fourth The sixth paragraph is revised to read: � � � ,� Diagonal lines used to delineate parking stalls that are constructed of painted or plastic 4-inch lines will be measured as "Paint Line" or "Plastic Line" by the linear foot of line � instal�ed. Crosswalk line will be measured by the square foot of marking installed. The following finro new paragraphs are inserted after the sixth paragraph: Crosshatch markings used to delineate median and gore areas will be measured by the completed linear foot as "Painted Crosshatch Marking" or "Plastic Crosshatch Marking". The measurement for "Painted Crosshatch Marking" and for "Plastic Crosshatch Marking" will be based on the total length of each 8-inch or 12-inch wide line installed. 8-22.5 Payment The bid items "Painted Wide Line", per linear foot and "Plastic Wide Line", per linear foot are deleted from this section. This section is supplemented with the following two new bid items: "Painted Crosshatch Marking", per linear foot. "Plastic Crosshatch Marking", per linear foot. The following new paragraph is inserted after the last bid item in this section: The unit Contract price for the aforementioned Bid items shall be full payment for all costs to perform the Work as described in Section 8-22. Section 8-25, Glare Screen Apri19, 2012 tn this section, "tension cable" and "cable" are deleted. City of Federal Way 21st Avem�e SW at SW 336t6 Street Intersection Improvements . \��� RFB# 13-103 Febmary 2013 RFB ver. 1-OS � � � � � � � � � � 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 8-25.3(3) Posts The first sentence in the first paragraph is revised to read: Posts shall be constructed in accordance with the Standard Plans and applicable provisions of Section 8-12.3(1)A. The last paragraph is revised to read: All round posts for Type 1 Design B and 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 deleted. Section 9-03, Aggregates April 2, 2012 9-03.14(1) Gravel Borrow Note' is deleted, including the reference in the table. 9-03.14(2) Select Borrow Note' is deleted. Note 2 is re-numbered Note', including 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 shall be free draining, free from organic or otherwise deleterious material. The material shall be substantially free of shale or other soft, poor durability particles, and shall not contain recycled materials, such as glass, shredded tires, portland cement concrete rubble, or asphaltic concrete rubble. The backfill material shall meet the following requirements for gra�ling 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. All percentages are by weight Los Crty of Federal Way 21st Avemie S W at SW 336t6 Sfreet Intersection Improvements Test Method Wear AASHTO T 96 AM-27 Allowable Test Value 35 qercent max. xFa n ,�-�03 Febnmry 2013 RFB ver. 1-08 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Wall backfill material satisfying these grading and property requirements shali 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 Vacant This section including title is revised to read: 9-03.21(1)C Recycled Glass (Glass Cullet) Glass Cullet shall meet the requirements of AASHTO M 318 with the additional requirement that the glass cullet is limited to the maximum amounts set in Section 9- 03.21(1)E for recycled glass. Prior to use the Contractor shall provide certification to the Project Engineer that the recycled glass meets the physical properties and deleterious substances requirements in AASHTO M-318. 9-03.21(1) E Table on Maximum Allowable Percent (By Weight� of Recycled Material The column heading "Recycled Glass" is revised to read "Recycled Glass (Glass Cullet) in the table. In the column "Recycled Glass (Glass Cullet)" all amounts are revised to read "20" beginning with the item "Ballast" and continuing down untit the last item in the table. Section 9-04, Joint And Crack Sealing Materials January 2, 2012 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. Polyurethane sealant shall be compatible with the closed cell foam backer rod. When � required, compatibility characteristics of sealants in contact with backer rods shall be determined by Test Method ASTM C 1087. 9-04.2(3)A Closed Cell Foam Backer Rod ,� Closed cell foam backer rod for use with polyurethane sealant shall conform to ASTM C 1330 Type C. � City of Federal Way 21st Avemre SW at SW 336th StreG Intersection Improvements AM-28 RFB q 13-103 Feb�vuy 2013 RFB ver. 1-08 � � � � � � � 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Section 9-05, Drainage Structures, Culverts, and Conduits August 6, 2012 9-05.24 Polypropylene Culvert Pipe, Polypropylene Storm Sewer Pipe, and Polypropylene Sanitary Sewer Pipe This sections content is deleted and replaced with the following: All joints for polypropylene pipe shall be made with a bell/bell or bell and spigot coupling and shall conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477. All gaskets shall be factory installed on the pipe in accordance with the producer's recommendations. Qualification for each producer of polypropylene storm sewer pipe requires joint system conformance to ASTM D 3212 using elastomeric gaskets conforming to ASTM F 477 and a formal quality control plan for each plant proposed for consideration. A Manufacturer's Certificate of Compliance shall be required and shall accompany the materials delivered to the project. The certificate shall clearly identify production lots for all materials represented. The Contracting Agency may conduct verification tests of pipe stiffness or other properties it deems appropriate. This section is supplemented with the following new sub-sections: 9-05.24(1) Polypropylene Culvert Pipe and Storm Sewer Pipe Polypropylene culvert and storm sewer pipe shall conform to the following requirements: 2 3 4 For dual wall pipe sizes up to 30 inches: ASTM F2736. . For triple wall pipe sizes from 30 to 60 inches: ASTM F2764. For dual wall profile pipe sizes 36 to 60 inches: AASHTO MP 21, Type S or Type D. 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: +� 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" City of Federal Way 21s[ Avewe SW at SW 336th Street Intersection Improvements AM-29 �aa ��-io3 Febmary 2013 RFB ver. 1-08 1 Section 9-07, Reinforcing Steel 2 August 6, 2012 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 9-07.7 Wire Mesh The first sentence in the first paragraph is revised to read: Wire mesh for concrete reinforcement shall conform to the requirements of AASHTO M 55, Welded Steel Wire Fabric for Concrete Reinforcement or AASHTO M 221, Steel Welded Wire Reinforcement, Deformed for Concrete. Section 9-10, Piling Apri12, 2012 �i � I � � � 9-10.4 Steel Pile Tips and Shoes � In the first paragraph "ASTMAA 148 Grade 60-90" is revised to read "ASTMAA 148 Grade 90-60". Section 9-14, Erosion Control and Roadside Planting August 6, 2012 9-14.3 Fertilizer The second sentence in the first paragraph is revised to read: It may be separate or in a mixture containing the percentage of total nitrogen, available phosphoric acid, and water-soluble potash or sulfur in the amounts specified. 9-14.4(2) Hydraulically Applied Erosion Control Products (HECPs ) The first sentence in the third paragraph is revised to read: � � � � All HECPs shall be furnished premixed by the manufacturer with Organic or Synthetic '� Tack'rfier as specified in Section 9-14.4(7). The third and fourth rows in Table 1 is revised to read: Heavy Metals EPA 6020A Total Metals Antimony — < 4 mg/kg Arsenic — < 6 mg/kg Barium — < 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 mg/kg Zinc — < 30 m /k Water Holding ASTM D 7367 800 percent minimum Ca aci 32 33 9-14.4(2)A Long Term Mulch 34 In the first paragraph, the phrase "within 2 hours of application" is deleted. City of Federal Way 21st Avewe SW at SW 33�h Slreet Intersection Improvements AM-30 � � �_� � �' � � I RFB it 13-]03 � Februazy 7A13 RFB ver. 1-08 � � � �� I � � � � 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 20 29 30 31 32 33 34 35 36 37 38 39 40 41 9-14.4(4) Wood Strand Mulch The last sentence in the second paragraph is deleted. This section is supplemented with the following new paragraph: The Contractor shall provide Material Safety Data Sheet (MSDS) that demonstrates that the product is not harmful to plant life and a test report performed in accordance with WSDOT Test Method 125 demonstrating compliance to this specification prior to acceptance. 9-14.4(8) Compost The second paragraph is revised to read: Compost production and quality shall comply with WAC 173-350 and for biosolids composts, WAC 173-308. The third paragraph is to read: Compost products shall meet the following physical criteria: 1. Compost material shall be tested in accordance with U.S. Composting Council Testing Methods for the Examination of Compost and Composting (TMECC) 02.02-B, "Sample Sieving for Aggregate Size Classification". Fine compost shall meet the following gradation: Sieve Size Percent Passing Minimum Maximum 1" 100 /$' 90 100 i�4n 75 100 Note Maximum particle length of 4 inches. Medium compost shall meet the following gradation: Sieve Size Percent Passin Minimum Maximum 1" 100 /8" 85 100 '/4' 70 85 Note Maximum particle length of 4 inches. Medium compost shall have a carbon #o 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 Passing City of Federal Way 21st Avemie SW at SW 336th Slreet Intersection Improvements AM-31 R£B il l3-]03 Febtuazy 20t3 �B VEi. 1-�g 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 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Minimum Maximum 2" 10Q 1" 90 100 3�4n 7� � i �0 ��4n 4� VQ 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 shafl 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 between 6.0 and 8.5 when tested in accordance with U.S. ,� Composting Council TMECC 04.11-A, "1:5 Slurry pH". 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall b,e less than 1 percent by weight as determined by U.S. Composting Council TMECC 03.08-A "Classification of Inerts by Sieve Size". 4. Minimum organic matter shall be 40 percent by dry weight basis as determined by U.S. Composting Council TMECC 05.07A "Loss-On-Ignition Organic Matter Method (LOI)". 5 L F Soluble salt contents shall be less than 4.0 mmhos/cm when tested in accordance with U.S. Composting Council TMECC 04.10 "Electricat Conductivity." 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". The Contractor shall provide a list of feedstock sources by percentage in the final compost product. 9. The Engineer may also evaluate compost for maturity using U.S. Composting � Council TMECC 05.08-E "Solvita0 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 C�ompost 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: City of Federal Way RFB# 13-303 z�� a.� sw � sw sa�xn s�� Fen�„�y 2ola Intersection Improvements AM-32 RFB ver. 1-08 � � � � � � � � � � � �� 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 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 fin+o 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 The second sentence in the first paragraph is revised to read: The Contractor shall supply independent test results from the National Transportation Product Evaluation Program (NTPEP) meeting the following requirements in Tables 6 and 7: 9-14.5(4) Geotextile Encased Check Dam This section including title is revised to read: 9-14.5(4) Check Dams All materials used for check dams shall be non-toxic and not pose a threat to wildlife when installed. This section is supplemented with the following new sub-sections: 9-14.5(4)A Biodegradable Check Dams Biodegradable check dams shall meet the following requirements: Biodegradable Check Dams Materials Wattle Check Dam 9-14.5(5) Compost Sock Check Dam 9-14.5(6) Coir Log Check Dam 9-14.5(7) The Contractor may substitute a different biodegradable check dam as long as it complies with the following and is approved by the Engineer: 1 E Made of natural plant fiber. 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. City of Federal Way 21st Avemu SW at SW 33�h Street Intersection Improvements AM-33 RFB # !3-]03 February2013 RFB Ver. 1-08 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 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 September 17, 2012 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, comer 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 shall be Class 1. 9-16.1(1)D Fittings and Hardware The second sentence in the first paragraph is deleted. The last paragraph is deleted. 9-16.1(2) Approval This section is deleted. 9-16.2(2) Approval This section is deleted. 9-16.6(3) Posts This section is revised to read: � � V_ Y � � � � � 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 corrform to the � requirements of ASTM A 53, except the weight tolerance on tubular posts shall be applied as provided below. City of Federal Way 21st Avemre SW at SW 336th StreM Intersection Improvements AM-34 RFBt� 13-]03 Februuy 2013 RFB ver. 1-08 � � l� � � � � � 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Posts provided for glare linear foot, as specified, each individual post. screen will have an acceptance tolerance on the weight per equal to plus or minus 5 percent. This tolerance will apply to All posts shall be galvanized in accordance with AASHTO M 181 Section 32. The minimum average zinc coating is per square foot of surface area. This area is defined as the total area inside and outside. A sample for computing the average of mass of coating is defined as a 12-inch piece cut from each end of the galvanized member. 9-16.6(5) Cable This section including title is revised to read: 9-16.6(5) Vacant 9-16.6(6) Cable and Tension Wire Attachments This section including title is revised to read: 9-16.6(6) Tension Wire Attachments All tension wire attachments shall be galvanized steel conforming to the requirements of AASHTO M 232 unless otherwise specified. Eye bolts shall have either a shoulder or a back-up nut on the eye end and be provided with an eye nut where needed or standard hex nut and lock washe�/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 %$ inch diameter pins. 9-16.6(9) Fabric Bands and Stretcher Bars The first paragraph is revised to read: Fabric bands shall be'/e inch by 1 inch nominal. Stret cher bars shall be 3/,s inch by 3/ inch nominal or 5/,s inch diameter round bar nominal. A 5/,s inch diameter round stretcher bar shall be used with Type 1. Nominal shal{ 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, 2012 This section's title is revised to read: 9-18 Precast Traffic Curb 9-18.3 Block Traffic Curb This section including title is revised to read: Nai E•���fT«�1iTi� City of Federal Way 21st Ave¢ue SW at SW 336th Street Intersection Improvements AM-35 xFS n i�-�oa Febtvary 2013 RFB ver. 1-08 2 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 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". Section 9-23, Concrete Curing Materials and Admixtures Apri12, 2012 9-23.2 Liquid Membrane-Forming Concrete Curing Compounds In the first paragraph, "moisture loss" is revised to read "water retention". 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, Illumination, Signal, Electrical September 17, 2012 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 Baxes The section is supplemented with the following: The Contractor shall perform quality control inspection. The Contracting Agency intends to perform Quality Assurance Inspection. By its inspection, the Contracting Agency intends only to verify the quality of that Work. This inspection shall not relieve the Contractor of any responsibility for identifying and replacing defective material and workmanship. Prior to the start of production of the precast concrete units, the Contractor shall advise the Engineer of the production schedule. The Contractor shall give the Inspector safe and free access to the Work. If the Inspector observes any nonspecification Work or unacceptable quality control practices, the Inspector will advise the plant manager. If the corrective action is not acceptable to the Engineer, the unit(s) will be rejected. 9-29.2(1) Standard Duty and Heavy-Duty Junction Boxes The third paragraph is deleted and replaced with the foflowing new paragraphs: City of Federal Way xFBa,�-ios 2lst Avenue SW at SW 336th Su�eet February 2013 Intersection Improvements AM-36 RFB ver. 1-08 � � � � � �� � � ►.J � � � � � � � � � � 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 The Contractor shall provide shop drawings for ali components, including the concrete t�x, and Lid and the shop drawings shall 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: Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. 2. The initials and dates of all participating design professionals 3. Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. 4. Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. For each type of junction box, or whenever there is a change to the junction box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. 9-29.2(1)A Standard Duty Junction Boxes The sub-paragraph's titled °Concrete Junction Boxes" are revised to read: Concrete Junction Boxes The Standard Duty Concrete Junction Box steel frame, lid support, and lid shall be painted with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc primer in accordance with Section 6-07_3, or hot-dip galvanized in accordance with AASHTO M 111. All Standard Duty Concrete Junction Boxes placed in sidewalks, walkways, and shared-use paths shall have slip-resistant surfaces. Non-slip lids and frames shall be hot dip galvanized. Concrete used in Standard Duty Junction Boxes shall have a minimum compressive strength of 6,000 psi when reinforced with a welded wire hoop, or 4,000 psi when reinforced with welded wire fabric or fiber reinforcement. The frame shall be anchored to the box by welding headed studs 3/8 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 practices. The box shall contain ten studs located near the centerline of the frame and box wall. The studs shall be placed one anchor in each comer, one at the middle of each width and two equally spaced on each length of the box. Materials for Type 1, 2, and 8 Concrete Junction Boxes shall conform to the following: Materials Requirement Concrete Section 6-02 Reinforcing Steel Section 9-07 Fiber Reinforcing ASTM C 1116, Type III Lid ASTM A 786 diamond plate steel Slip Resistant Lid ASTM A 36 steel City of Federal Way 21st Avemie SR at SW 336th Stteet Intersection Improvements AM-37 xFaa ►�ios Febntary 2013 RFB ver. 1-08 2 3 5 6 8 9 10 11 12 13 14 15 16 Frame ASTM A 786 diamond piate steel or ASTM A36 steel Slip Resistant Frame ASTM A 36 steel Lid Support ASTM A 36, or ASTM A1011 Grade SS Handle & Handle support ASTM A 36 steel or ASTM A1011 Grade CS or SS Anchors (studs) Section 9-06.15 ASTM F 593 or A 193, Type 304 or 316, or Bolts, Studs, Nuts, Stainless Steel grade 302, 304, or 316 Washers steel in accordance with approved shop drawin Locking and Latching 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 accordance with Section 9-29.2(1)C. The Heavy-Duty Junction Box steel frame, lid support and lid shall be painted with � a shop applied, inorganic zinc primer in accordance with Section 6-07.3. ' i 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 5Q 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 de rees F Handle ASTM A 36 steel or ASTM A 1011 Grade CS or SS Anchors (studs) Section 9-06.15 Bolts, Studs, Nuts, ASTM F 593 orA 193, Type 304 or 316, or Washers Stainless steel grade 302, 304, or 316 in accordance with a roved sho drawin Hinges and Locking and �n accordance with approved shop Latching Mechanism drawings Hardware and Bolts City of Federal Way 21st Avevre SW at SW 336th StreM Intersection Improvements AM-38 RFB # 13-103 February2013 RFB ver. 1-08 � �J � � � LJ � I � � � � � 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 lid stiffener plates shall bear on the frame, and be milled so that there is full even contact, around the perimeter, between the bearing seat and lid stiffener plates, after fabrication of the frame and lid. The bearing seat and lid perimeter bar shall be free from burrs, dirt, and other foreign debris that would prevent solid seating. Bolts and nuts shall be liberally coated with anti-seize compound. Bolts shall be installed snug tight. The bearing seat and lid perimeter bar shall be machined to allow a minimum of 75 percent of the bearing areas to be seated with a tolerance of O.Q to 0.005 inches measured wi#h a feeler gage. The bearing area percentage will be measured for each side of the lid as it bears on the frame. 9-29.2(1)C Testing Requirements The first paragraph is revised to read: The Contractor shall provide for testing of junction boxes, cable vaults and pull boxes. Junction boxes, cable vaults and pull boxes shall be tested by an independent materials testing facility, and a test report issued documenting the results of the tests performed. The second paragraph is revised to read: For concrete junction boxes, vaults and pull boxes, the independent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. One 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: Product identification. 2. Date of testing. 3. Description of testing apparatus and procedure. 4. All load deflection and failure data. 5. � 7. Weight of box and cover tested. Upon completion of the required test(s) the box shall be loaded to failure. A brief description of type and location of failure. The third paragraph is revised to read: For non-concrete junction boxes the independent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. One copy of the test report shall be furnished to the Contracting Agency certifying that the box and cover meet or exceed City of Federal Way 21st Avemu SW at SW 336th Street Intersection Improvements AM-39 RFB N 13-103 Februazy 2013 RFB ver. 1-08 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 the loading requirements for a non-concrete junction box, and shall include the following information: Product identification. 2. Date of testing. 3. Description of testing apparatus and procedure. 4. All load deflection data. 5. Weight of box and cover tested. The first paragraph following the title "Testing for the Standard Duty Non-Concrete Junction Boxes" is revised to read: Non-concrete Junction Boxes shall be tested as defined in the ANSI/SCTE 77-2007 Tier 15 test method with test 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 Dury 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 atl 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: 1. Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. 2. The initials and dates of all participating design professionals 3. Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. 4. Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. For each type of box or whenever there is a change to the Cable Vault or Pull box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. City of Federal Way 21st Avewe SW at SW 336t6 Street Intersection Improvements AM-40 RFB !l 13-103 Febnwry 2013 RFB ver. 1-08 � � � � � � � � � � � � 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 9-29.2(2)A Standard Duty Cable Vauits and Pull Boxes This section is revised to read: Standard Duty Cable Vaults and Pull boxes shall be concrete and have a minimum load rating of 22,500 pounds and be tested in accordance with Section 9-29.2(1)C for concrete Standard Duty Junction Boxes. Concrete for standard duty cable vaults and pull boxes shall have a minimum compressive strength of 4,000 psi. The lid frame shall be anchored to the vault/bax concrete lid by welding headed stud�'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 practices. The vault/box concrete lid shall contain ten studs located near the centerline of the frame and wall. Studs shall be placed one anchor in each corner, one at the middle of each width and two equally spaced on each length of the vaulUbox. The steel frame, lid support, and lid shall be painted with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc primer in accordance with Section 6-07.3 or hot-dip galvanized in accordance with ASTM A 111. All Standard Duty Cable Vaults and Pull Boxes placed in sidewalks, walkways, and shared-use paths shall have slip-resistant surfaces. The steel frame, lid support, and lid for the Standard Duty Cable Vaults and Pull Boxes shall be hot-dip galvanized. Materials for Standard Duty Cable Vaults and Pull Boxes shall 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 Steel Lid Support ASTM A 36 Steel, or ASTM A 1011 Grade SS Handle & Handle ASTM A 36 steel orASTM A 1011 Grade Su ort CS or SS Anchors (studs) Section 9-06.15 Bolts, Studs, Nuts, ASTM F593 or A 193L 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 load rating of City of Federal Way 21st Avenuc SW at SW 336th SUeet Intersection Improvements AM-41 RFB # 13-103 Februazy 2013 �'B VeI'. 1—Og 1 2 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9-29.2(1)C for Heavy-Duty Junction Boxes. Materials for Heavy Duty Cable Vaults and Pull boxes shall conform to the following: Materials Requirements Concrete Section 6-02 Reinforcing Steel Section 9-07 Cover Section 9-05.15(1) Ring Section 9-05.15(1) Anchors (studs) Section 9-06,15 ASTM F 593 or A 193, Type 304 or 316, or Bolts, Nuts, Washers Stainless steel grade 302, 304, 316 in accordance with a roved sho drawin 9-29.6(2) Slip Base Hardware "AASHTO M 291 ° is revised to read "ASTM A 563". 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 dust, 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 shall 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 eable shall 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: City of Federal Way 21st Avenue SW at SW 336tE Street Intersection Improvements AM-42 RFB li 13-t03 Febroary?AI3 RFB ver. 1-08 � � LJ � � � � . �- � � � � � � � � � � � � � � � � � �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 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 a. Display On — Signal indicator lamps wili display the operation of the intersection. f� c. Test — All indicator lamps shall be energized. Display Off—All signal indicator lamps shall be de-energized. 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 shall be constructed as a single unit. Detector switches with separate operate, test, and off positions shall be provided for each field detector input circuit. A high intensity light emitting diode (LED) shall be provided for each switch. The lamp shall energize upon vehicle, pedestrian or test switch actuation. The test switeh shall provide a spring loaded momentary contact that will place a call into the controller. When in the OFF position, respectiye detector circuits will be disconnected. In the operate position, each respective detector circuit shall operate normally. Switches shall be provided on the panel with labels and functions as follows: a. Display On — Detector indicator lights shall operate consistent with their respective switches. b. Display Off — detector indicator lights shall be de-energized. A means of disconnecting all wiring entering the panel shall be provided. The disconnect shall include a means to jumper detection calls when the display panel is disconnected. All switches on the panel shall be marked with its associated Plan detector number. All markers shall be permanent. 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 Electrical - Conventional This section's title is revised to read: 9-29.16(1)D1 Electrical — Non-LED 9-29.24 Service Cabinets In the first paragraph, the lettered items A-J are re-lettered to read B-K respectfully. The first paragraph is supplemented with the following new lettered item: A. Display an arc flash warning label that meets the requirements of ANSI Z535. City of Federal Way �s n►s-�o3 2lst Avemce SW at SW 336th Street February 2(It3 Intersection Improvements AM-43 RFB ver. 1-08 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 � 9-29.25 Ampiifier, Transformer, and Terminai Cabinets In item No. 2.C., `Transformer 23.1 to 12.5 KVA" is revised to read "Transformer 3.1 to 12.5 �, KVA" and the height column value of 40" is revised to read "48". The first and second sentences in the first paragraph are revised to read: Amplifier and terminal and transformer cabinets shall be NEMA 3R and the following: Item number 5 is revised to read: 5. All cabinets shall provide a gasketed door flange Item number 7 is revised to read: 7. Insulated terminal blocks shall be 600 volt, heavy-duty, barrier type. The terminal blocks shall be provided with a field-side and a control-side connector separated by a marker strip. One spare 12-position insulated terminal block shall be installed in each terminal cabinet and amplifier cabinet. Item number 8 is revised to read: 8. Each non-pad mounted Terminal, Amplifier and Transformer cabinet shall have 1/4 inch drain holes in back comers. Each pad mounted Terminal, Amplifier and Transformer cabinet shall drain to a sump and through a 3/8 inch diameter drain pipe to grade as detailed in the Standard Plans. Item number 10 is revised to read: � � � � � � 10. Transformer cabinets shall have two separate compartmenfis, one for the transformer and one for the power distribution circuit breakers. Each compartment � shall be enclosed with a dead front. Each breaker shall be labeled with the device name by means of a screwed or riveted engraved name plate. Section 9-34, Pavement Marking Material April 2, 2012 9-34.2 Paint The second paragraph is revised to read: Blue and black paint shall comply with the requirements for yetlow paint in Section 9- 34.2(4) and Section 9-34.2(5), with the exception that blue and black paints do not need to meet the requirements for titanium dioxide, directional reflectance, and contrast ration. City of Federal Way 21st Avemx SW at SW 336t6 SfreM Intersection Improvements AM-44 � � � � � xFeai�-ios , � FeMvary 2013 RFB ver. 1-08 � � � 1_J � � � I '� � � I`� � � 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 INTRODUCTION TO THE SPECIAL PROVISIONS (July 31, 2007 APWA GSP) The work on this project shall be accompiished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2012 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Speci�cations and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the date of the GSP and its source, as follows: (May 18, 2007 APWA GSP) (August 7, 2006 WSDOT GSP) (Apri12, 2007 ******) Also incorporated into the Contract Documents by reference are: • Manual on Uniform Tra�c Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition • City of Federal Way Standard Plans Contractor shall obtain copies of these publications, at Contractor's own expense. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-1 RFB # 13-103 February 2013 2 3 4 DESCRIPTION OF WORK 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Division 1 General Requirements (March 13, 1995) This Contract provides for the improvement of 21St Ave SW and SW 336`h Street and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 1-01.3 Definitions (March 13, 2012 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. 20 Award Date 21 The date of the formal decision of the Contracting Agency to accept the lowest 22 responsible and responsive Bidder for the Work. 23 Contract Execution Date 24 The date the Contracting Agency officially binds the Agency to the Contract. 25 Notice to Proceed Date 26 The date stated in the Notice to Proceed on which the Contract time begins. 27 Substantial Completion Date 28 The day the Engineer determines the Contracting Agency has full and unrestricted 29 use and benefit of the facilities, both from the operational and safeiy standpoint, any 30 remaining traffic disruptions will be rare and brief, and only minor incidental work, 31 replacement of temporary substitute facilities, plant establishment periods, or 32 correction or repair remains for the Physical Completion of the total Contract. 33 Physical Complefion Date 34 The day all of the Work is physically completed on the project. All documentation 35 required by the Contract and required by law does not necessarily need to be 36 furnished by the Contractor by this date. 37 38 39 40 41 42 43 44 45 46 Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the Work as complete. Supplement this Section with the following: City of Federal Way 21 st Avenue SW at SW 336th Street Intersection Improvements SP-2 RFB # 13-103 February 2013 � � LJ � �� � �J � � � � �� � � � � �� � � � � � � � � � � � � � lJ 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms "State", "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency". All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location". All references to "final contract voucher certification" shall be interpreted to mean the final payment form established by the Contracting Agency. The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. 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 "ContracY'. Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid ProposaL Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-3 RFB # 13-103 February 20I3 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 1-OZ BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1-02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17") 6 Furnished automatically u on award. Contract Provisions 6 Furnished automatically upon award. Large plans (e.g., 22" x 2 Furnished only upon 34") request. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense. 1-02.4 Examination of Plans, Specifications and Site of Work Section 1-02.4 is supplemented with the following: �******� The soils information used for study and design of this project is included in Appendix D (Geotechnical Boring Logs). The soils information includes the following: City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-4 RFB # 13-103 February 2013 � � � � � �i � I � � � � � LJ � � �� � � � � � � 1 2 3 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Soil Boring Logs Laboratory Results 1-02.5 Proposal Forms (June 27, 2011 APWA GSP) Delete this section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of ineasurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. 25 1-02.6 Preparation of Proposal 26 � 27 28 � 29 30 31 32 � 33 34 35 � 36 37 � 38 39 � 40 41 � 42 43 � Section 1-02.6 is supplemented with the following: (Augusf 7, 2006) Progress Schedule Minimum Bid A minimum bid of $5,000.00 lump sum has been established for the item "Type 6 Progress Schedule." The Contractor's bid shall equal or exceed that amount. If the Contractor's bid is less than the minimum specified amount, the Contracting Agency will unilaterally revise the bid amount to the minimum specified amount and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the Contracting Agency for award purposes and to fix the amount of the contract bond. (June 27, 2011 APWA GSP) Supplement the second paragraph with the following: 4 5. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. 44 Delete the last paragraph, and replace it with the following: City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements _ __ SP-5 RFB # 13-103 February 2013 1 2 3 ►,� C: 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 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 shalf be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. 1-02.7 Bid Deposit (October 1, 2005 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency-assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. 1-02.9 Delivery of Proposal (January 24, 2011 APWA GSP) Delete this section and replace it with the following: Each proposal shall be sub�nitted 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 envelope, 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. City of Federal Way RFB # 13-103 21st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-6 � � � � � � � � � � � � � � � � �� � .. � � � � lJ r � � _� L� � � � � � 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 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 prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1-02.6; i. The Bidder fails to submit written confirmation from each DBE �rm listed on the Bidder's completed DBE Utilization Certification that they are in agreement with the bidders DBE participation commitment, if applicable, as required in Section 1-02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; 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 fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or I. More than one proposal is submitted for the same project from a Bidder under the same or different names. 34 1-02.14 Disqualification of Bidders 35 (March 25, 2009 APWA GSP, Option B) 36 37 38 39 40 41 42 43 44 45 46 47 48 49 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 from submitting further bids; or 3. the Bidder, in the opinion of the Contracting Agency, is not qualified 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 City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-7 RFB # 13-103 February 2013 1 2 3 4 a 6 8 9 10 11 12 42 43 44 45 46 5. � 7. 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 there is uncompleted work (Contracting Agency or otherwise), which in the opinion of the Contracting Agency might hinder or prevent the prompt completion of the work bid upon; or the Bidder failed to settle bills for labor or materials on past or current contracts, unless there are extenuating circumstances acceptable to the Contracting Agency; or the Bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract, unless there are extenuating circumstances acceptable to the Contracting Agency; or 8. the Bidder is unable, financially or otherwise, to perform the work, in the opinion of the Contracting Agency; or 9. there are any other reasons deemed proper by the Contracting Agency. As evidence that the Bidder meets 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 supplemental criteria. The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess bidder responsibility. The basis for evaluation of Bidder compliance with these supplemental criteria shall be any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) which any reasonable owner would rely on for determining such compliance, including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from owners for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter. If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the Contracting Agency's determination by presenting its appeal to the 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. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-8 RFB # 13-103 February 2013 � � � � � r-, �� � � � � �J � � � � � � L- � � � � � � �i u � � � � � � � � �J � � 2 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 44 45 46 47 48 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 materials to be used, 2 3 4. 5. Samples of these materials for quality and fitness tests, A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, A breakdown of costs assigned to any bid item, Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. A copy of State of Washington Contractor's Registration, or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 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 anv item and the bidder's unit or lump sum price is less than the minimum specified amount, the Contractinq Aqencv will unilaterallv revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, includinq sales taxes where applicable and such additives and/or alternates as selected bv the Contractinq Aqencv, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. 1-03.3 Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read: Copies of the Contract Provisions, includinq the unsiqned Form of Contract, will be available for siqnature bv the successful bidder on the first business dav followinq award. The number of copies to be executed bv the Contractor will be determined bv the Contractina Aaencv. C b: City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-9 RFB # 13-103 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 Within 10 calendar days after the award date, the successful bidder shall return the signed Contracting Agency-prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre-award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency- furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of 10 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1-03.4 Contract Bond (October 1, 2005 APWA GSP) Revise the first paragraph to read: The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on a Contracting Agency-furnished form; � � L_J � � � � f� � � � 27 2. Be signed by an approved surety (or sureties) that: 28 a. Is registered with the Washington State Insurance Commissioner, and � 29 b. Appears on the current Authorized Insurance List in the State of Washington 30 published by the Office of the Insurance Commissioner, 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; 4 � 0 Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, materialperson, or any other person who provides supplies or provisions for carrying out the work; Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice-president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). ��3 City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-10 RFB # 13-103 February 2013 � � � � � �� � � � � � � � � � � � � � �� � � � � � 1 2 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 44 45 46 47 48 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, $pecifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Amendments to the Standard Specifications, 6. Standard Specifications, 7. Contracting Agency's Standard Plans or Details (if any), and 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 1-04.6 Variation in Estimated Quantities (May 25, 2006 APWA GSP; may not be used on FHWA-funded projects) Supplement this Section with the following: The quantities for Temporary Striping, Commercial HMA, and HMA Prelevel have been entered into the Proposal only to provide a common proposal for bidders. Actual quantities will be determined in the field as the work progresses, and will be paid at the original bid price, regardless of final quantity. These bid items shall not be subject to the provisions of 1-04.6 of the Standard Specifications. 1-05.4 Conformity With and Deviations from Plans and Stakes Section 1-05.4 is supplemented with the following: (April 4, 2011) Contractor Surveying - Structure Copies of the Contracting Agency provided primary survey control data are available for the bidder's inspection at the office of the Project Engineer. The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of bridges, noise walls, and retaining walls. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at the Contractors expense. City of Federal Way 21st Avenue SW at SW 336tt� Street Intersection Improvements SP-11 RFB # 13-103 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 50 51 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. 2. Establish, by placing hubs and/or marked stakes, the location with offsets of foundation shafts and piles. 3. Establish offsets to footing centerline of bearing for structure excavation. 4. Establish offsets to footing centerline of bearing for footing forms. 5. Establish wing wall, retaining wall, and noise wall horizontal alignment. 6. Establish retaining wall top of wall profile grade. 7. Establish elevation benchmarks for all substructure formwork. 8. Check elevations at top of footing concrete line inside footing formwork immediately prior to concrete placement. 9. Check column location and pier centerline of bearing at top of footing immediately prior to concrete placement. 10. Establish location and plumbness of column forms, and monitor column plumbness during concrete placement. 11. Establish pier cap and crossbeam top and bottom elevations and centerline of bearing. 12. Check pier cap and crossbeam top and bottom elevations and centerline of bearing prior to and during concrete placement. 13. Establish grout pad locations and elevations. 14. Establish structure bearing locations and elevations, including locations of anchor bolt assemblies. 15. Establish box girder bottom slab grades and locations. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-12 RFB # 13-103 February 2013 �� � � � � �J � � � � � ' , � � � � � 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 16. Establish girder and/or web wall profiles and locations. 17. Establish diaphragm locations and centerline of bearing. ' 18. Establish roadway slab alignment, grades and provide dimensions from top of girder to top of roadway slab. Set elevations for deck paving machine rails. 19. Establish traffic barrier and curb profile. 20. Profile all girders prior to the placement of any deadload or construction live load that may affect the girder's profile. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. To facilitate the establishment of these lines and elevations, the Contracting Agency will provide the Contractor with the following primary survey and control information: 1. Descriptions of two primary control points used for the horizontal and vertical control. Primary control points will be described by reference to the project alignment and the coordinate system and elevation datum utilized by the project. In addition, the Contracting Agency will supply horizontal coordinates for the beginning and ending points and for each Point of Intersection (PI) on each alignment included in the project. 2. Horizontal coordinates for the centerline of each bridge pier. 3. Computed elevations at top of bridge roadway decks at one-tenth points along , centerline of each girder web. All form grades and other working grades shall be calculated by the Contractor. The Contractor shall give the Contracting Agency three weeks notification to allow adequate time to provide the data outlined in Items 2 and 3 above. The Contractor shall ensure a surveying accuracy within the following tolerances: 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. City of Federal Way 21 st Avenue SW at SW 336th Street Intersection Improvements SP-13 RFB # 13-103 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 When staking the following items, the Contractor shall perform independent checks from different secondary controf to ensure that the points staked for these items are within the specified survey accuracy tolerances: Piles Shafts Footings Columns The Contractor shall calculate coordinates for the points associated with piles, shafts, footings and columns. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the survey work. The Contracting Agency will require up to seven calendar days from the date the data is received to issuing approval. Contract work to be performed using contractor-provided stakes shall not begin until the stakes are approved by the Contracting Agency. Suct� approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Payment Payment will be made in accordance with Section 1-04.1 for the foltowing 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. (April4, 2011) Contractor Surveying - Roadway Copies of the Contracting Agency provided primary survey control data are available for the bidder's inspection at the office of the Project Engineer. The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving, channelization and pavement marking, illumination and signals, guardrails and barriers, and signing. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at the Contractors expense. Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-14 RFB # 13-103 February 2013 � � � � � � � � �� � � � L� LJ � � � �� I� � � , � � � _� lJ � � � 'J � CI �� !j U � i � 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 47 48 49 50 51 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 Civit Engineers. The survey work shall include but not be limited to the following: 1. Verify the primary horizontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding stakes and hubs as well as additional survey control needed for the project. Provide descriptions of secondary control to the Contracting Agency. The description shall include coordinates and elevations of all secondary control points. 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline or on offsets to centerline at all curve points (PCs, PTs, and Pls) and at points on the alignments spaced no further than 50 feet. 3. Establish clearing limits, placing stakes at all angle points and at intermediate points not more than 50 feet apart. The clearing and grubbing limits shall be 5 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise shown in the Plans. 4. Establish grading limits, placing slope stakes at centerline increments not more than 50 feet apart. Establish offset reference to all slope stakes. If Global Positioning Satellite (GPS) Machine Controls are used to provide grade control, then slope stakes may be omitted at the discretion of the Contractor 5. Establish the horizontal and vertical location of all drainage features, placing �,y: offset stakes to all drainage structures and to pipes at a horizontal interval not greater than 25 feet. 6. Establish roadbed and surFacing elevations by placing stakes at the top of subgrade and at the top of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, and at 10- foot intervals in intersection radii with a radius less than 10 feet. Transversely, stakes shall be placed at all locations where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet. If GPS Machine Controls are used to provide grade control, then roadbed and surfacing stakes may be omitted at the discretion of the Contractor. 7. Establish intermediate elevation benchmarks as needed to check work throughout the project. 8. Provide references for paving pins at 25-foot intervals or provide simultaneous surveying to establish location and elevation of paving pins as they are being placed. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-15 RFB # 13-103 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 9. For all other types of construction included in this provision, (including but not limited to channelization and pavement marking, illumination and signals, guardrails and barriers, and signing) provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity. 10. The Contractor shall collect additional topographic survey data as needed in order to match into existing roadways such that the transition from the new pavement to the existing pavement is smooth and that the pavement and ditches drain properly. If changes to the profites or roadway sections shown in the contract plans are needed to achieve proper smoothness and drainage where matching into existing features, the Contractor shall submit these changes to the Project Engineer for review and approval 10 days prior to the beginning of work. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. To facilitate the establishment of these lines and elevations, the Contracting Agency will provide the Contractor with primary survey control information consisting of descriptions of two primary control points used for the horizontal and vertical control, and descriptions of two additional primary control points for every additional three miles of project length. Primary control points will be described by reference to the project alignment and the coordinate system and elevation datum utilized by the project. In addition, the Contracting Agency will supply horizontal coordinates for the beginning and ending points and for each Point of Intersection (PI) on each alignment included in the project. The Contractor shall ensure a surveying accuracy within the following tolerances: Slope stakes Subgrade grade stakes set 0.04 feet below grade Stationing on roadw�y Alignment on roadway Surfacing grade stakes Roadway paving pins for surfacing or paving City of Federal Way 21 st Avenue SW at SW 336th Street Intersection Improvements Vertical Horizontal ±0.10 feet ±0.10 feet ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) N/A ±0.1 feet N/A ±0.04 feet ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) ±0.01 feet ±0.2 feet (parallel to alignment) ±0.1 feet (normal to alignment) SP-16 RFB # 13-103 February 2013 � I'� � �� � � � � � � � � , � � � lJ � � � � �I � , � � � �J � � �i ��� ' � � � ' ' � 1 2 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 44 45 46 47 48 49 50 The Contracting Agency may spot-check the Contractor's surveying. These spot- checks will not change the requirements for normal checking by the Contractor. When staking roadway alignment and stationing, the Contractor shall perform independent checks from different secondary control to ensure that the points staked are within the specified survey accuracy tolerances. The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting Agency will require up to seven calendar days from the date the data is received. Contract work to be performed using contractor-provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed that are not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer. Payment Payment will be made in accordance with Section 1-04.1 for the following bid item when included in the proposal: "Roadway Surveying", lump sum. The lump sum contract price for "Roadway 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) 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 identified in the Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at Contractors expense. When required, the Contractor shall prepare and file a Record of Survey map in accordance with RCW 58.09 and provide a recorded copy to the Contracting Agency. The Contracting Agency will provide all existing base maps, existing horizontal and City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-17 RFB # 13-103 February 2013 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 vertical control, and other material available with Washington State Plane Coordinate information to the Contractor. The Contracting Agency will also provide maps, plan sheets, and/or aerial photographs clearly identifying the limits of the areas to be surveyed. The Contractor shall establish Washington State Plane Coordinates on all points required in the Record of Survey and other points designated in the Contract documents. Existing right of way documentation, existing base maps, existing horizontal and vertical control descriptions, maps, plan sheets, aerial photographs and all other available material may be viewed by prospective bidders at the office of the Project Engineer. The Contractor shall perform all of the necessary calculations for the contracted survey work and shall provide copies of these calculations to the Contracting Agency. Electronic files of all survey data shall be provided and in a format acceptable to the Contracting Agency. All survey work performed by the Contractor shall conform to all applicable sections of the Revised Code of Washington and the Washington Administrative Code. The Contractor shall provide 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. 1-05.4(3) Surveying for Pavement Planing The Contractor shall �eld 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 �eld 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 shall submit planing limit cut-sheets or spreadsheets showing same to the Engineer for approval prior to construction staking. The Engineer will review the cut-sheet data for 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 Roadway Surveying, 1-05.4(4) Audio/video Taping Furnish a continuous color audio-video tape recording of areas within fifty (50) feet of construction. City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-18 RFB # 13-103 February 2013 4__� � � � CJ � � � L! � � �� , � � � C �� �J , � � �' � ' , �J � � � I{I � , i �J� , � , , � ' ' � 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Complete coverage shall include all surface features within 50' of the work area to be utilized by the Contractor, and shall be supported by appropriate audio description made simultaneously with video coverage. Such coverage shall include, but not be limited to, all existing driveways, sidewalks, curbs, ditches, roadways, landscaping, trees, culverts, headwalls, and retaining walls, equipment, structures, pavements, manholes, vaults, handrails, etc. located within the aforementioned work zone. Video coverage shall extend to the maximum height of all structures within this zone. 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. In addition to the surface features the Contractor shall videotape the condition of the existing 48" diameter storm drain pipe located at Sta A344+15 +/-. At a minimum the condition of the pipe shall be video inspected befinreen SDMH 4-E7 and the centerline SW 336th St. Videotaping shall occur prior to the start of construction activities and post construction. AUDIO AND VIDEO A. Audio video cassettes shall 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. Day, 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. City of Federal Way RFB # 13-103 21st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-19 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 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. Location and Standing Limit of Tape J. Prior to commencement of audio video taping, the contractor shall notify the Engineer in writing when and where the audio video taping will begin. The Engineer may provide a designated representative to accompany and oversee coverage of all taping operations. Audio video taping completed without an Engineering representative present will be unacceptable unless specifically authorized by the Engineer. 1-05.4(5) As-Built Survey and Record Drawings After construction has been completed the Contractor shall perForm an as-built survey and provide the information in an AutoCAD 2008 file to the Engineer. This as-built survey shall consist of the following: • Survey of rim elevation, and invert elevations of all 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 comers 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 accordance with Section 1-04.1 for the following bid items when included in the proposal: City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-20 RFB # 13-103 February 2013 � � , �� � �J � i � , � , , � ' � ' r � 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 "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 �**�*� At least a three (3) working day written notification shall be required on all requests for engineering services other than inspection. All requests shall be coordinated with the Engineer. The Contractor will be responsible for overtime pay to the City's Engineer for work perFormed at night, weekends or holidays. 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 specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-21 RFB # 13-103 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 The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1-05.11 Final Inspection Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-22 RFB # 13-103 February 2013 � LJ�'I ' ' C� , ' � , � , �J , � , � CJ � L1 � , � , � ' i ' � ' ' ' , � � , � ' , 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 47 If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the perFormance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. 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 Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. 1-05.13 Superintendents, Labor and Equipment of Contractor (March 25, 2009 APWA GSP) Revise the seventh paragraph to read: Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1-02.14, it will take these perFormance reports into account. 48 1-05.14 Cooperation with Other Contractors 49 �*******� City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-23 RFB # 13-103 February 2013 1 Supplement this section with the following: 2 3 1-05.14(A) Nofifications Relative to Contractor's Activities 4 5 6 7 8 10 11 12 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 full authority to execute the orders or direction of the Engineer, in the event of an emergency. Failure to comply with this requirement will result in a stop work order. ` City of Federal Way Police Department 33325 -8�h Ave S Federal Way, WA 98063-9718 Telephone: 253-835-6701 To schedule off duty o�cers Telephone: 253-835-6767 South King Fire 8 Rescue 31617 1 st Ave. South Federal Way, WA 98003 Telephone: 253-839-6234 King County Metro Federal Way School District 1270 Sixth Avenue South, Bldg. 2, Transportation Department MS:QS 1211 S. 332nd St. Seattle, WA 98134 Federal Way, WA 98003 Telephone: 206-684-2785 Telephone: 253-945-5960 COMCAST 4020 Auburn Way N Auburn, 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 Palmer 253-872-6794 Lakehaven Utility District 31627 First Avenue South P. O. Box 4249 Federal Way, WA 98003 Attn: Wes Hill Telephone: 253-946-5440 Puget Sound Energy (Gas) 3130 S. 38th St. Tacoma, WA 98409 Attn: Anita 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 Pierce Transit Attn: Mark Davilla Telephone: 253-581-8001 Attn: Monica Adams Telephone: 253-581-8130 13 1-05.14(B) Coordination of Work with City City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-24 RFB # 13-103 February 2013 � L � � � ' �� LJ , � �I� ' � � L _� LJ �� � ' ' � ' , � ' , � ' , ' ' ' � ' ' , , ' ' 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 At least a three (3) working day written notification shall be required on all requests for engineering services other than inspection. All requests shall be coordinated with the Engineer. The Contractor will not be responsible for overtime pay to the City's Engineer for work performed at night. All costs resulting from delays in which requests were not coordinated with the Engineer shall be the sole responsibility of the Contractor. 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project Engineer's office. Electronic copies such as e-mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. Add the following new section: 1-05.16 Water and Power (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. Add the following new section: 1-05.17 Oral Agreements (October 1, 2005 AWPA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-05.18 Contractor's Daily Diary The Contractor and subcontractors, as additional consideration for payment for this contract work, hereby agree to maintain and provide to the Owner and the Engineer a Daily Diary Record of this Work. This diary will be created by pen and ink entries in a hardbound diary book of the type that is commonly available by the commercial outlets. The diary must be kept and maintained by the Contractor's designated project City of Federal Way RFB # 13-103 21st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-25 1 2 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 44 45 46 47 48 superintendent. Entries must be made on a daily basis and must accurately represent all of the project activities on each day. At a minimum, the diary shall show on a daily basis: • The day and date. • The weather conditions, including changes throughout the day. • A complete description of work accomplished during the day with adequate references to the Plans and Specifications so that the reader can easily and accurately identify said work on the Plans. • An entry for each and every changed condition, dispute or potential dispute, incident, accident, or occurrence of any nature whatsoever which might affect the Contract, Owner, or any third party in any manner. • Listing of any materials received and stored on or off-site by the Contractor for future installation, to include the manner of storage and protection of the same. • Listing of materials installed during each day. • List of all subcontractors working on-site during each day. • Listing of the number of Contractor's employees working during each day by category of employment. • Listing of Contractor's equipment working on the site during each day. Idle equipment on the site shall be listed and designated as idle. • Notations to explain inspections, testing, stake-out, and all other services furnished to the Contractor by the Owner or other during each day. • Entries to verify the daily (including non-work days) inspection and maintenance of traffic control devices and condition of the traveled roadway surfaces. The Contractor shall not allow any conditions to develop that would be hazardous to the public. • Any other information that serves to give an accurate and complete record of the nature, quantity, and quality of the Contractor's progress on each day. • Summary of total number of working days to date, and total number of delay days to date. All pages of the diary must be numbered consecutively with no omissions in page numbers. The Contractor shalt utilize additional sheets separate from the diary book, if necessary, to provide a complete diary record. However, the Owner's senior representative must sign separate sheets on each day and a copy furnished at the time of signing to the Owner. The Contractor must provide a copy of the diary to the Owner and the Engineer each morning for the preceding workday. All copies must be legible. IT IS EXPRESSLY AGREED BETWEEN THE CONTRACTOR AND THE OWNER THAT THE DAILY DIARY MAINTAINED BY THE CONTRACTOR SHALL BE THE "CONTRACTOR'S BOOK OF ORIGINAL ENTRY" FOR THE DOCUMENTATION OF ANY POTENTIAL CLAIMS OR DISPUTES THAT MIGHT ARISE DURING THIS CONTRACT. FAILURE OF THE CONTRACTOR TO MAINTAIN THIS DIARY IN THE MANNER DESCRIBED ABOVE WILL CONSTITUTE A WAIVER OF ANY SUCH CLAIMS OR DISPUTES BY THE CONTRACTOR. THE DAILY DIARY MAINTAINED BY THE CONTRACTOR DOES NOT CONSTITUTE THE OFFICIAL RECORD OF THE PROJECT. THE OFFICIAL RECORD OF THE PROJECT IS PREPARED AND MAINTAINED EXCLUSIVELY BY THE ENGINEER. City of Federal Way 21 st Avenue SW at SW 336th Street Intersection Improvements SP-26 RFB # 13-103 February 2013 � I� � � � ' � � � �� J ' , , , �'' � ' lJ ' � �� i� I� ' Ll � ' � u ' � ' ' !�_ J ' ' , ' 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1-07 LEGAL RELATIONS AND RESPONSIBILIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (VVISHA). The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied 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. 1-07.2 State Taxes Delete this section, including its sub-sections, in its entirety and replace it with the following: 1-07.2 State Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington City of Federal Way RFB # 13-103 21st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-27 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 State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax — Rule 171 WAC.458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 49 1-07.4 SANITATION 50 1-07.4(2) City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements Health Hazards SP-28 RFB # 13-103 February 2013 � �I � ' LJ � �' � C ' CI , ' ' ' � , LJ , � � ' , ' , � � ' � ' ' LJ � LJ i , ' � 1 2 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 Section 1-07.4(2) is revised to read: (August 1, 2011) This project site is known to be occupied by transients and therefore contains biological hazards and associated physical hazards. These may include, but not be limited to violent and dangerous individuals, hypodermic needles, garbage, broken glass, human and animal excrement, drug paraphernalia, and other hazards. The Contractor shall take precautions and perform any necessary Work required to provide and maintain a safe and healthful jobsite for all workers and the public for the duration of the project in accordance with all applicable laws and contract 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 liability 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 shal! incorporate all required County, State, and Federal health and safety provisions. The plan shall include requirements of the Federal Occupational Safety and Health Act of 1970 (OSHA), all amendments, and all other applicable health regulations. Preparation of the Health and Safety Plan shall include an initial site assessment by the industrial hygienist. The plan shall break initial cleanup of the project into identifiable construction areas. The plan shall be submitted to the Project Engineer prior to commencing cleanup Work. At least one copy of the plan shall be posted at the work site while cleanup Work is in progress. The industrial hygienist shall perform one or more follow-up site assessments as needed to approve the site following completion of the initial site cleanup. Site Cleanup of Biological and Physical Hazards An initial cleanup of the site, including all preparatory work required to make the worksite sanitary and safe in accordance with applicable laws and with the Contract, shall be completed to remove all individuals, encampments, and personal property from areas signed "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. Cityt of Federal Way 21sti Avenue SW at SW 336th Street Intersecrion Improvements SP-29 RFB # 13-103 February 2013 Site cleanup of individual areas identified in the Health and Safety Plan shall be performed no more than 30 days in advance of performing other Work in each area. The refuse generated by the site 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 Property Personal property may include radios, audio and video equipment, sleeping bags, tents, stoves and cooking utensils, lanterns, flashlights, bed rolls, tarps, foam, canvas, mats, btankets, 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 not include building materials such as wood products, metal, or rigid plastic. Personal property items that are not refuse, contaminated, itlegal or hazardous shall be removed from the Work area and stored at a location near the project site for return to the property owner. Items shall be placed in large transparent plastic bags and stored in a 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 items 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. If the name and contact information of the owner of a personal property item is identified on that item, then for a period of not less than 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 shall release the property to any individual who claims ownership provided they are able to establish ownership by identifying the property and its approximate location. The Contractor shall maintain a record of all 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 from the project. Site Preservation The Contractor shall preserve the site after initial cleanup of biological and physical hazards. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-30 RFB # 13-103 February 2013 ' ' L� LJ , ' I _J � ' � � � L_ 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 43 44 45 46 47 48 49 50 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 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 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", lump sum. The lump sum unit contract price for "Health and Safety Plan" shall be full payment for all Work associated with the preparation and implementation of the Health and Safety Plan including the initial and follow up assessment(s) for initial site cleanup, worker training and personal protective equipment, and providing required no#ifications. "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, notifications, worker training and personal protective equipment required after the initial site cleanup is completed; and site preservation Work authorized by the Project Engineer will be paid for by force account in accordance with Section 1 �9.6. Ci�7�' of Federal Way 21 st Avenue SW at SW 336th Street Intejrsection Improvements SP-31 RFB # 13-103 February 2013 1 For the purpose of providing a common proposal for all bidders, the 2 Contracting Agency has entered an amount for the item "FA-Site Cleanup of 3 Bio. And Physical Hazards" in the bid proposal to become a part of the total 4 bid by the Contractoc 5 6 1-07.6 Permits and Licenses 7 Section 1-07.6 is supplements with the following: 0 �7 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 �******� i Construction Stormwater General Permit Prior ro the Notice to Proceed, the Contractor shall fill out, execute and submit a Transfer of Converage to the Department of Ecology to transfer the Construction Stormwater General Permit (NPDES and State Waste Discharge General Permit for Stormwater Dischares Associated with Construction Activity) from the City to the Contractor. In addition upon physical completion, the Contractor shall fill out, execute and submit a Notice of Termination form to the Department off Ecology. Copies of the completed Tr4ansfer of Coverage and the completed Notice of Termination shall be sent to the Engineer. See section 8-01 for related SWPP and sotrmwater monitoring requirements. See Appendix F for a copy of the City's Construction Stormwater General Permit, for a copy of the City's Noice of Intent application, and for black copies of the Transfer of Converage and the Notice of Termination. 1-07.7Load Limits Section 1-07.7 is supplemented with the following: (March 13, 1995) Except for the load limit restrictions specified in Section 1-07.7(2), and as outlined 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 13, 1995) If the sources of materials provided by the Contractor necessitates hauling over roads other than State Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the haul routes. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-32 RFB # 13-103 February 2013 � � ���� ,� � � � � � � ;� � ' � � � � � LJ � � � u � � � � 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 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 A�davit of Wages Paid form addendum. The reporting requirement for Items shall apply for all public works contracts estimated to cost over $1 million entered into by the Contracting Agency and Contractor befinreen 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 with the reporting requirements and instructions on the Affidavit 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 Industries. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-33 RFB # 13-103 February 2013 1 2 3 4 5 6 7 8 9 10 1-07.15(1) Temporary Water Pollution / Erosion Control 1-07.15(1) Spill Prevention, Control and Countermeasures Plan �******� No separate payment for SPCC Plan will be made. SPCC Plan shall be incidental to the item "Stormwater Pollution Prevention Plan and and Permit Compliance" 1-07.16 11 1-07.16(2) 12 13 14 15 16 17 18 19 20 21 22 23 24 Protection and Restoration of Property Vegetation Protection and Restoration Section 1-07.16(2) is supplemented with the following: (August 2, 2010) Vegetation and soil protection zones for trees shall extend out from the trunk to a distance of 1 foot radius for each inch of trunk diameter at breast height. Vegetation and soil protection zones for shrubs shall extend out from the stems at ground level to finrice the radius of the shrub. Vegetation and soil protection zones for herbaceous vegetation shall extend to encompass the diameter of the plant as measured from the outer edge of the plant. 25 1-07.17 Utilities and Similar Facilities 26 27 28 29 30 31 32 33 34 35 36 37 Section 1-07.17 is supplemented with the following: (April 2, 2007) Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: COMCAST 4020 Auburn Way N Auburn, 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 Palmer City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements 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 SP-34 RFB # 13-103 February 2013 `� � � � � � � � � � � � � � � 253-872-6794 �; Lakehaven Utility District 31627 First Avenue South -" P. O. Box 4249 � Federal Way, WA 98003 Attn: Wes Hill Telephone: 253-946-5440 � � � � � � � 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 King County Traffic Operations 155 Monroe Avenue NE Renton, WA 98056 Attn: Mark Parrett Te1: 206-296-8152 1-07.18 Public Liability and Property Damage insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (January 24, 2011 APWA GSP) 1-07.18(1) General Requirements A. The Contractor shall obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer with a rating of A-: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and/or endorsements. B. The Contractor shall keep this insurance in force during the term of the Contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated (see C. below). C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims- made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Final Completion or earlier termination of this Contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The insurance policies shall contain a"cross liability" provision. E. The Contractor's and all subContractors' insurance coverage shall be primary and non- contributory insurance as respects the Contracting Agency's insurance, self-insurance, or insurance pool coverage. F. The Contractor shall provide the Contracting Agency and all Additional Insureds with written notice of any policy cancellation, within finro business days of their receipt of such notice. City of Federal Way 21 st Avenue SW at SW 336th Street Intersection Improvements SP-35 RFB # 13-103 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). H. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. I. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all 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 contract and no additional payment will be made. 1-07.18(2) Additionallnsured 19 All insurance policies, with the exception of Professional Liability and Workers 20 Compensation, shall name the following listed entities as additional insured(s): 21 ■ the Contracting Agency and its officers, elected officials, employees, agents, and 22 volunteers 23 ■ CH2M HILL, Inc. 24 ■ CenturyTel Services Group LLC (CenturyLink) 25 26 27 28 29 30 31 The above-listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(3) describes limits lower than those maintained by the Contractor. 1-07.18(3) Subcontractors 32 Contractor shall ensure that each subcontractor of every tier obtains and maintains at a 33 minimum the insurance coverages listed in 1-07.18(5)A and 1-07.18(5)B. Upon request of 34 the Contracting Agency, the Contractor shall provide evidence of such insurance. 35 36 1-07.18(4) Evidence of Insurance 37 The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and 38 endorsements for each policy of insiarance meeting the requirements set forth herein when 39 the Contractor delivers the signed Contract for the work. The certificate and endorsements 40 must conform to the following requirements: 41 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 42 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1- 43 07.18(2) as Additional Insured(s), showing the policy number. The Contractor may 44 submit a copy of any blanket additional insured clause from its policies instead of a 45 separate endorsement. A statement of additional insured status on an ACORD 46 Certificate of Insurance shall not satisfy this requirement. 47 3. Any other amendatory endorsements to show the coverage required herein. City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-36 RFB # 13-103 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 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 General Liability Insurance, including: Per project aggregate Premises/Operations Liability Products/Completed Operations — for a period of one year following final acceptance of the work. Personal/Advertising Injury Contractual Liability Independent Contractors Liability Stop Gap / Employers' Liability Explosion, Collapse, or Underground Property Damage (XCU) Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) Such policy must provide the following minimum limits: $1,000,000 Each Occurrence $2,000,000 General Aggregate $5,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury, each offence 30 Stop Gap / Employers' Liability 31 $5,000,000 Each Accident 32 $1,000,000 Disease - Policy Limit 33 $1,000,000 Disease - Each Employee 34 35 36 37 38 39 40 41 42 43 44 45 1-07.18(5)B Automobile Liability Automobile Liability for owned, non-owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such policy(ies) must provide the following minimum limit: $2,000,000 combined single limit 1-07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the state of Washington. 1-07.18(5)G Pollution Liability City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-37 RFB # 13-103 February 2013 1 (May 10, 2006 APWA GSP) 2 3 The Contractor shall provide a Pollution Liability policy, providing coverage for claims 4 involving bodily injury, property damage (including loss of use of tangible property that has 5 not been physically injured), cleanup costs, remediation, disposal or other handling of 6 pollutants, including costs and expenses incurred in the investigation, defense, or settlement 7 of claims arising out of: 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 • Contractor's operations related to this project; and/or • Remediation, abatement, repair, maintenance or other work with lead-based paint or materials containing asbestos; and/or • Transportation of hazardous materials away from any site related to this project. Such Pollution Liability policy shall provide the following minimum coverage: $1,000,000.00 each loss and annual aggregate 1-07.23 1-07.23(1) Public Convenience and Safety Construction Under Traffic Section 1-07.23(1) is supplemented with the following: Revise the second paragraph to read: To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, and paths within the project limits, keeping them open, and in good, clean, safe condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency's expense. The Contractor shall also maintain roads, streets, sidewalks, and paths adjacent to the project limits when affected by the Contractor's operations. Snow and ice control will be performed by the Contracting Agency on all projects. Cleanup of snow and ice control debris will be at the Contracting Agency's expense. The Contractor shall perform the following: 1. Remove or repair any condition resulting from the work that might impede traffic or create a hazard. 2 3. 4. 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.) 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 o� the roadway, the Contracting Agency will be responsible for maintaining the striping. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency's expense, except those damaged due to the Contractor's operations. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-38 RFB # 13-103 February 2013 � � �� � � � � � LJ � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 � � �" 38 39 40 � 41 42 43 �� � 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) Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor's operations and does not apply to preexisting conditions or permanent Work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements. During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: ' or 2-feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance (August 7, 2006) Lane closures are subject to the following restrictions: City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-39 RFB # 13-103 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 At all times a single lane must remain open in each direction. If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer may adjust the hours accordingly. The Engineer will notify the Contractor in writing of any change in the ctosure 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 traffic control devices for the permitted closures shall only be installed during the specified hours. Construction signs, if placed earlier than the specified hours of closure, shall be turned or covered so as not to be visible to motorists. Hours of Darkness The Contractor shall, at no additional cost to the Contracting Agency, make all arrangements for operations during hours of darkness. Flagger stations shall be illuminated using a minimum 150-watt floodlight. Lighting used for nighttime work shall, whenever possible, be directed away from, or shielded from, residences and oncoming traffic. �******� Night Work Working at night (10:00 p.m. to 7:00 a.m. weekdays, 10:00 p.m. to 9:00 a.m. weekends and holidays) is not mandated by the Contracting Agency. Should the Contractor schedule project work during the nighttime closure hours allowed below, 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-On Signal turn-on for new or rebuilt control 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 police officer(s) to manually, control intersections. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-40 RFB # 13-103 February 2013 �J � � � � � C� � �� � � 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 1-07.24 Rights of Way (October 1, 2005 APWA GSP) Delete this seetion in its entirety, and replace it with the following: Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans. .The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contractor. This incfudes entry onto easements and private property where private improvements must be adjusted. Owners of certain properties have placed limitations on their rights of entry as described below: Parcel 3 (Tax # 873217-0060) The Contractor shall do no work within, or otherwise impede the operation of the Dairy Queen drive-through after 10:00 AM. Parcel 5 (Tax # 132103-9098) No vehicle or self-propelled equipment may enter the property without a fire extinguisher. The Right of Entry Area shall be maintained litter-free. Operations shall occur during daylight hours unless property owner's consent is obtained in writing. The Contractor shall maintain access to the Property with one (1) driveway on each frontage (for a total of two driveways) at all times during the project. The Contractor shall have the right to access the Right of Entry Area for a total of six (6) weeks over a six (6) month period. The six (6) month period shall commence upon the date The Contractor first occupies the Right of Entry Area to exercise its rights under this City of Federal Way RFB # 13-103 21 st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-41 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Agreement. The Contractor shall be entitled to exercise its rights under this Agreement in up to six (6) stages. For each stage, the Contractor shall give the property owner written notice of the Start Date (first date of occupation) and Stop Date (last date of occupation) for that stage. Written notice(s) shall be sent via email to: Walter Sprague wsprague@pcandf.com The six (6) month term shall commence upon the first Start Date and terminate six (6) months later. The six weeks shall be calculated based on actual days that the Contractor occupies the Right of Entry Area. The property owner shall be entitled to have a representative present at all times that work is being conducted on the Property by the Contractor Unless otherwise agreed in writing by the property owner, any materials, equipment or other personal property remaining on the property forty-eight (48) hours following the expiration or termination of the Right of Entry shall, at the property owner's election, become the property of the property owner, and the Contractor shall immediately reimburse the property owner for the cost of removal and storage thereof. Parcel 13 (Tax # 132103-9103 Provide the 48 hour written notice to the on-site manager. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. �**�**� 1-07.28 Communication with Businesses and Property Owners Section 1-07.28 is added: The Contractor will be responsible for communicating all work activities with the property owners. The Contractor, along with the City's inspector, shall have one formal meeting with the managers of the business corridor. It will be the Contractor's responsibility to initiate and set up the meeting. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-42 RFB # 13-103 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 43 44 45 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 contract 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) Add the following new section: " 1-08.0(1) Preconstruction Conference (October 90, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held befinreen the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. Add the following new section: 1-08.0(2) Hours of Work �**«***� Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day work week. The normal straight time 8-hour working period for City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-43 RFB # 13-103 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 the Contract shai! be established at the preconstruction conference or prior to the Contractor commencing the work. Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays; before 7:00 a.m. or after 6:00 p.m. on any day; or longer than an 8-hour period on any day. The Contractor shall apply in writing to the Engineer for such permission, no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and befinreen the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. The Contractor shall apply in writing to the Engineer for such permission 15 calendar days prior ta the date the Contractor is requesting permission to work. Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or Engineer. These conditions may include but are not limited to: 24 • The Engineer may require designated representatives to be present during the 25 work. Representatives who may be deemed necessary by the Engineer include, 26 but are not limited to: survey crews; personnel from the Contracting Agency's 27 material testing lab; inspectors; and other Contracting Agency employees when 28 in the opinion of the Engineer, such work necessitates their presence. 29 • On non-Federal aid projects, requiring the Contractor to reimburse the 30 Contracting Agency for the costs in excess of straight-time costs for Contracting 31 Agency representatives who worked during such times. 32 • Considering the work performed on Saturdays, Sundays, and holidays as 33 working days with regard to the contract time. 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 • Considering multiple work shifts as multiple working days with respect to contract time, even though the multiple shifts occur in a single 24-hour period. • 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) 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 overtime 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 may deduct from amounts due or to 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. City of Federal Way RFB # 13-103 21st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-44 � � ,� � � � � 1 2 � 3 4 � � . � �� � � � 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 � The Contractor by these specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due to the Contractor. 1-08.3(2)B Type B Progress Schedule (March 13, 2012 APWi4 GSP) Revise the first paragraph to read: The Contractor shall submit a preliminary Type B Progress Schedule at or prior to the preconstruction conference. The preliminary Type B Progress Schedule shall comply with all of these requirements and the requirements of Section 1-08.3(1), except that it may be limited to only those activities occurring within the first 60-working days of the project. Revise the first sentence of the second paragraph to read: The Contractor shall submit 6 copies of a Type B Progress Schedule depicting the entire project no later than 21-calendar days after the preconstruction conference. 1-08.3(4) Na specific unit of ineasurement shall apply to the lump sum item for Type B Progress Schedule , 1-08.3(5) Payment Payment will be made in accordance with Section 1-04.1, for the following Bid item when it is included in the Proposal: "Type B Progress Schedule", lump sum. The lump sum price shall be full pay for all costs for furnishing the Type B Progress Schedule and preliminary Type B Progress Schedule. 1-08.4 Prosecution of Work Delete this section in its entirety, and replace it with the following: 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 specified in the Contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect City of Federal Way RFB # 13-103 21 st Avenue SW at SW 336th Street February 2013 Intersection Improvements ` SP-45 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 r� the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. The Contractor is hereby advised to coordinate with each utility to avoid delay the the project schedule. Utility work windows have been granted as follows: Puget Sound Energy (power) 20 working days CenturyLink 30 working days Comcast 20 working days 1-08.5 Time for Completion Section 1-08.5 is supplemented with the following: (March 13, 19J5) This project shall be physically completed within 162 working days. 1-08.9 Liquidated Damages (March 13, 2012 APWA GSP) Revise the fourth paragraph to read: When the Contract Work has progressed to Substantial Completion as defined in the Contract. The Engineer may determine that the work is Substantially Complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. 1-09 MEASUREMENTAND PAYMENT 1-09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the 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 �*******� City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-46 RFB # 13-103 February 2013 � � � `� � � � � � � � L� � � 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 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 of the Contractor's personnel, equipment, supplies and incidentals to the project site; the establishment of the Contractor's office, buildings, and other facilities necessary for work on the project; providing sanitary facilities for the Contractor's personnel; obtaining permits or licenses required to complete the project not furnished by the Owner; and other work and operations which must be performed or costs that must be incurred. 1-09.8 Payment For Material On Hand The last paragraph of Section 1-09.8 is revised to read: (August 3, 2009) The Contracting Agency will not pay for material on hand when the invoice cost is less than $2,000. As materials are used in the work, credits equaling the partial payments for them will be taken on future estimates. Each month, no later than the estimate due date, the Contractor shall submit a letter to the Project Engineer that clearly states: 1) the amount originally paid on the invoice (or other record of production cost) for the items on hand, 2) the dollar amount of the material incorporated into each of the various work items for the month, and 3) the amount that should be retained in material on hand items. If work is perFormed on the items and the Contractor does not submit a letter, all of the previous material on hand payment will be deducted on the estimate. Partial payment for materials on hand shall not constitute acceptance. Any material will be rejected if found to be faulty even if partial payment for it has been made. 1-10 Temporary Traffic Control �******� 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 shall supplement Construction Staging Plans. The plans as provided by the Contractor shall include and not be limited to the following information: • Stop bar locations with station and offset to verify safety of intersection turning radius for vehicles. • Minimum lane widths provided for vehicular travel. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-47 RFB # 13-103 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 • Turn pocket length, gap. And tapers in conformance with the City of Federal Way Standard Detail DWG 3-19A, and WSDOT standard pians. The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, waming signs, detour signs, and other traffic control devices nec.essary 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, sidewafks, or paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. Business Open During Construction Signs Business Open During Construction Signs shall be considered Construction Signs Class A. The Contractor shall provide a minimum of finrenty (20) for the proje�t. The Business Open During Construction signs shall be per the detail in the plans. City of Federal Way Project Signs City of Federal Way Project signs shall be considered Construction Signs Class A. The Contractor shall provide four (4) project signs per the standard detail within the appendix. 1-10.2Traffic Control Management 1-10.2(1) Genera/ Section 1-10.2(1) is supplemented with the following: (December 1, 2008) Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers-Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297-3035 Evergreen Safety Council 401 Pontius Ave. N. Seattle, WA 98109 1-800-521-0778 or (206) 382-4090 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406-1022 Training Dept. Toll Free (877) 642-4637 Phone: (540) 368-1701 City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-48 RFB # 13-103 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 1-10.2(2) Tra�c Contro/ Plans Section 1-10.2(2) is supplemented with the following: The following minimum Traffic Control requirements shall be maintained during the construction of the project: • The Contractor shall maintain continuous two-way traffic along streets throughout the project site. The Contractor shall have the option, with the approval of the Engineer, of momentarily interrupting the continuous finro-way traffic to allow one-way traffic. Such interruptions shall utilize qualified flaggers placed in strategic locations to insure the public safety and minimize driver confusion. A momentary interruption shall be defined as a period of time not to exceed two (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 affected 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. With the exception of the 76 Gas station (tax parcel #1321039098), at least one (1) driveway per business shall remain open to vehicular traffic at all times unless otherwise approved by the Engineer and affected property owner in writing. Two driveways shall be maintained at all times to provide access to the 76 Gas station (tax parcel #1321039098) 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. 35 • Detours will not be allowed except as noted herein or Section 1-07.23(2) as 36 amended. 37 • Drivers of motor vehicles used in connection with the construction shall obey traffic 38 rules posted for such location in the same manner and under the same restrictions 39 as provided for the drivers of private vehicles. 40 • The Contractor shall, at all times throughout the project, conduct the work in such a 41 manner as will obstruct and inconvenience vehicular and pedestrian traffic as little as 42 possible. The streets, sidewalks and private driveways shall be kept open by the 43 Contractor except for the brief periods when actual work is being done. The 44 Contra�tor shall so conduct his operations so as to have under construction no 45 greater length or amount of work than he can prosecute vigorously and he shall not 46 open up sections of the work and leave them in an unfinished condition. See Section 47 1-07.23(1) for additional driveway closure requirements. 48 � The Contractor shall provide traffic cones, barricades and drums, with warning lights 49 in sufficient number and in good condition as required to protect the work and the City of Federal Way 2lst Avenue SW at SW 336th Street Intersection Improvements SP-49 RFB # 13-103 February 2013 1 2 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 44 45 46 47 48 49 �� public throughout the length of the job. Traffic Safety Drums with flashers in addition •� to temporary striping will be used to channelize traffic through construction zones. Opposing lanes of traffic will be separated by pylons when clearance for drums is not � adequate. All signing and channelization shall be per current MUTCD standards. • Temporary paint striping, reflective marking tape, and/or retroreflective tubular markers shall be required for each shift of traffic control. The Contractor shall provide � temporary striping, reflective marking tape, and/or retroreflective tubular markers as required at the direction of the Engineer. Paint, reflective marking tape, and/or retroreflective tubular markers used for temporary striping shall meet the requirement � of Section 8-23 of these Special Provisions. • The Contractor provided Traffic Control Plans shall lay out traffc control device spacing, tapers, etc., to scale, shall contain accurate dimensions and legends and shall be signed by the preparer. Costs for preparation of Traffic Control Plans shall � be included in the lump sum item "Other Temporary Traffic Control". Special Conditions Traffic Requirements • One lane of traffic may be closed at a time on SW 336'h St between the hours of 9:00 AM to 4:00 PM eastbound, and 7:00 AM to 3:00 PM westbound. • One lane of traffic may be closed at a time on 21StAve SW between the hours of 8:00 AM to 3:00 PM northbound and southbound. • No closures are allowed between the hours of 6:00 AM to 7:00 AM and 4:00 PM to 7:00 PM on weekdays. • One lane of traffic in each direction may be closed between the hours of 7:00 PM and 6:00 AM. • Left turn lanes as depicted on the Construction Staging Plans shall remain open at all times. • Traffic may be reduced to one lane in each direction at night to perForm trenching for roadway crossings. All utility crossings shall be performed at night between the hours 8:00 PM and 6:00 AM. • A minimum of one access to each business will remain open at all times • The existing lighting system shall remain operational until the new system is functioning. The Engineer may approve partial interruptions required because of staging. • No more than one shift may be worked per day without approval of the Engineer. • The Contractor may only work within one stage at a time. Specific work items in other stages may be approved by the Engineer if they do not cause significant impacts to traffic and business access. � Pedestrians must have access to pedestrian push buttons at all times. • The Contractor shall maintain at least one continuous ADA accessible pedestrian walkway throughout the project at all times. • Bus stops shall remain ADA accessible to pedestrians at all times throughout the project. �******� 1-10.3(1) Traffic Control Labor Section 1-10.3(1) is supplemented with the following: City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-50 RFB # 13-103 February 2013 � � � � � � � � � � LJ 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 The City shall reimburse the Contractor for the use of off duty uniformed police officers at the invoiced cost with no mark-up for those services. The Contractor shall request uniformed off-duty police o�cers from the City of Federal Way Police Department, (253) 661-4600. The request shall be made forty-eight (48) hours before the use of the off-duty police officers on the project site. A minimum three (3) hours call out time shall be paid by the Contractor for each request for off-duty police officers. It shall be the Contractor's responsibility to arrange a work schedule to minimize any additional costs incurred by the minimum three (3) hour call out requirement. No reimbursement of any portion of the minimum callout will be allowed where Contractor-made schedule revisions occur after an off duty officer has been procured. The estimated uniformed off-duty police o�cers 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 differs from the quantity listed in the proposal, no readjustment in the unit contract price for uniformed off-duty police officer will be allowed. The last sentence of the second paragraph of Section 1-10.3(1) is revised to read: The Contra,ctor shall furnish the flashing stop/slow paddles for the flagging stations. The use of conventional flagging paddles will only be allowed in the case of an emergency, or temporary use while a failed FSSP is replaced or repaired. 1-10.3(3) Traffic Control Devices Section 1-10.3(3) is supplemented with the following: �******� The following devices are deemed compliant with the crashworthiness requirements of NCHRP 350 and are approved for use on the project: Approved Category II Devices Type 1 � II Barricades Manufacturer WLI Industries Bent Manufacturing Bent Manufacturing Bent Manufacturing Eastern Metal Plasticade Products Plasticade Products Dicke Tool Company TrafFix Devices, Inc. The Roadmaker Company Three D Traffic Works, Inc. Protection Services, Inc. Flex-O-Lite City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-51 Model Number Safety Cade Type II Unicade Waffle Barricade Type II Plywood or Plastic Panel Type I & II Barricades Fibercade Type II Plasticade Type I I Type I Plastic Barricade Plastic Folding Type I Barricade Type II Plastic Barricade TD2000 Works Barricade Type I & II Barricades Type I Barricade RFB # 13-103 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 50 United Rentals Highways Bureau of Highway Safety The Cortina Companies Type III Barricades Manufacturer Bent Manufacturing Recycled Plastic Products Yodock Wall Company Cantel of Medford, Inc. Davidson Plastics Corp. Type I & II Barricades Penn. Type III Barricade Type I Plastic Barricades Model Number Type 111 Barricade Hol{ow Core Plastic Barricade Yodock 2001 m Type I I I Barricade EZ-UP Type III Barricade T36 Type III Barricade Approved Portable Signs and Stands Manufacturer Model Number Montana DOT DWG# 618-02 (Plywood) WLI 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 above listed stands at this time Wood Sign Posts Use the below charts to determine post size for Class A construction signs. Post Size 4x4 4x6 6x6 6x8 4x4 4x6 6x6 6x8 One Post Installation Min. Siqn Sq. Ft. 17.0 21.0 26.0 Max. Sian Sq. Ft. 16.0 20.0 25.0 31.0 Two Post Installation (For signs 5 feet or greater in width) 17.0 37.0 47.0 16.0 36.0 46.0 75.0 * * The Engineer shall determine post size for signs greater than 75 square feet. � ******� Section 1-10.3(3) of the Standard Specifications are revised to read as follows: All signs required by the approved tra�c 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. City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-52 RFB # 13-103 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 50 51 All non-applicable signs shall be removed or completely covered with metal, plywood, or an Engineer approved product specifically manufactured for sign covering during periods when they are not needed. When the need for these signs has ceased, the Contractor upon approval of the Engineer, shall remove all signs, posts, and supports from the project and they shall remain the property of the Contractor. All orange background signs shall utilize materials, and be fabricated in accordance with, Section 9-28. All new orange background signs and all W20-7a "Flagger Ahead" signs shall be fabricated with Type IV or Type VII fluorescent orange sign sheeting. All post mounted signs with Type IV or VII sheeting shall use a nylon washer befinreen the finrist fasteners (screw heads, bolts, or nuts) and the reflective sheeting. There shall be no intermixing of signs with non-fluorescent orange reflective sign sheeting and signs with fluorescent orange reflective sign sheeting on the same sign post. Construction signs will be divided into two classes. Class A construction signs are those signs that remain in service throughout the construction or during a major phase of the work. They are mounted on posts, existing fixed structures, or substantial supports of a semi-permanent nature. Sign and support installation for Class A signs shall be in accordance with the Contract Plans or the Standard Plans. Class B construction signs are those signs that are placed and removed daily, or are used for short durations which may extend for one or more days. They are mounted on portable or temporary mountings. In the event of disputes, the Engineer will determine if a construction sign is considered as a Class A or B construction sign. If it is necessary to add weight to signs for stability, only a bag of sand that will rupture on impact shall be used. The bag of sand shall: (1) be furnished by the Contractor, (2) have a maximum weight of 40 pounds, and (3) be suspended no more than 1 foot from the ground. Payment for setup and take down of Class B signs will be limited to the labor cost to do the work described in Section 1-10.3(1), and for transportation described in Section 1-10.3(2). Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the Engineer deems to be unacceptable while their use is required on the project, shall be replaced by the Contractor without additional compensation. Traffic Safety Drums shall be used to delineate driveways and access locations to private properties within the work zone. �******� 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 tra�c tape as temporary pavement markings shall be incidental to other bid items. All costs for paint lines and reflective City of Federal Way RFB # 13-103 21st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-53 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 pavement markers used for temporary traffic control shall be paid under other bid items. Description The Contractor shall install and remove approved 4-inch-wide reflective traffic tape, paint line, RPMs and pavement markings per City of Federal Way Standard Details DWG - 3-17, DWG - 3-18, and DWG - 3-19, as shown on the Plans, specified in the Special Provisions for this Contract, or as directed by the Engineer. Temporary pavement markings shall be removed after the installation of permanent lane marking is approved in writing by the Engineer. Materials Materials for temporary pavement markings shall be selected from approved materials listed in the Special Provisions of this Contraet. 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 layout work at the Contractor's request shall be charged to the Contractor. Temporary Pavement Markings Temporary pavement markings shall be installed and maintained by the Contractor whenever permanent pavement markings are included in the Contract and traffic is released onto public streets or roadways prior to installation of permanent pavement markings. The Contractor shall perform preliminary layout work to the satisfaction of the Engineer prior to installation of the temporary pavement markings. The temporary pavement markings shall be installed and maintained to the satisfaction of the Engineer until the permanent pavement markings are installed and approved in writing by the Engineer. After approval of permanent lane markings, the Contractor shall remove the temporary lane markings to the satisfaction of the Engineer. Appropriately colored 4-inch-wide reflective traffic tape shall be installed with a skip pattern based on a 10-foot unit consisting of a 1-foot line of tape and a 9-foot gap, unless otherwise specified on the Plans or in the Special Provisions for this Contract. Reflective traffic tape markings shall generally follow the alignment for the permanent pavement markings and double lines shall be used when specified for the permanent pavement markings. Reflective tape shall not be used when the temporary pavement markings are to be exposed to traffic for more than finro 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". City of Federal Way RFB # 13-103 21st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-54 � � � �'� � � � � � � � 2 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 50 1-10.4 Measurement �******� A new pay item is added: No specific unit of ineasurement will apply to the force account item "Off Duty Uniformed Police Officer" . "Traffic Control Superviso�', will be measured by the hour. "Flaggers and Spotters" will be measured by the hour. "Other Traffic Control Labor" will be measured by the hour. "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. "Sequential Arrow Sign" will be measured by the hour for the time that each sign is operating as shown on an approved Traffic Control Plan. "Portable Changeable Message Sign" will be measured by the hour for the time that each sign is operating as shown on an approved Traffic Control Plan. No specific unit of ineasurement will apply to the lump sum item of "Other Temporary Traffic Control". 1-10.5 Payment "Off Duty Uniformed Police Officer", per force account. "Tra�c Control Supervisor", per hour.. "Flaggers and Spotters", per hour. The unit Contract price, when applied to the number of units measured for this iterrr in accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the Contractor in performing the Contract Work defined in Section 1-10.3(1)A. "Other Traffic Control Labor", per hour. 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 all labor costs incurred by the Contractor in performing the Contract Work specifically mentioned for this item in Section 1-10.4(2). "Construction Signs Class 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 all costs of labor, materials and equipment incurred by the Contractor in performing the Contract Work described in Section 1-10.3(3)A. In the event that "Do Not Pass" and "Pass With Care" signs must be left in place, a change order, as described in Section 1-04.4, will be City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-55 RFB # 13-103 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 required. When the Bid Proposal contains the item "Sign Covering", then covering those signs indicated in the Contract will be measured and paid according to Section 8-21. "Sequential Arrow Sign", per hour. 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 all costs of labor, materials and equipment incurred by the Contractor in performing the Contract Work described in Section 1-10.3(3)B. "Portable Changeable Message Sign", per hour. 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 all costs of labor, materials and equipment incurred by the Contractor in procuring all portable changeable message signs required for the project and for transporting these signs to and from the project. "Other Temporary Traffic Control", lump sum. The lump sum Contract payment shall be full compensation for all costs incurred by the Contractor in performing the Contract Work defined in Section 1-10, and which costs are not compensated by one of the above-listed items. 22 END OF DIVISION ONE City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-56 RFB # 13-103 February 2013 � � � � � � � 1 2 � 3 4 � 5 6 7 � C� � � � I � I � � LJ 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Division 2 Earthwork 2-01 Clearing, Grubbing, and Roadside Cleanup 2-01.3 Construction Requirements 2-01.3(4)Roadside Cleanup Section 2-01.3(4) is supplemented with the following: (January 5, 1998) Clearing and grubbing shall be performed within the limits shown on the plans. 2-01.4 Measurement No unit of ineasurement will apply to the lump sum price for "Clearing and Grubbing". No specific unit of ineasurement will apply to the force account item of "Roadside Cleanup". 2-01.5 Payment Payment will be made in accordance with Section 1-04.1, for the following Bid items when they are included in the Proposal: °Clearing and Grubbing", per acre. The unit Contract price per acre or lump sum far "Clearing and Grubbing" shall be full pay for all Work described in this Section except "Roadside Cleanup°. "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: � ******� Removat of Structures and Obstructions The Contractor shall remove and dispose of all items shown on the site preparation plans and other minor items necessary to complete the work. The following partial list of items to be removed and disposed of is provided fqr the convenience of the contractor. The contractor shall review the plans, specifications and project site to verify other items to be removed: Sheet Station/Offset Structure/Obstruction Quantity SP-3 C 400+53 (21' LT) to Rockery Wall 21 LF C400+68 23' LT SP-3 C 400+48 (30'LT) to Stairs with Handrails 8 Steps C400+56 30' LT SP-7 R 217+13 (54' LT) to Chain Link Fence 18 LF A 217+20 70' LT City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-57 RFB # 13-103 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 (March 13, 1995) This work shall consist of removing miscellaneous traffic items. (September 30, 1996) 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: (Augusf 1, 2005) Removal and Disposal of Hazardous Material Hazardous material is suspected to exist on this project. The site history, prior studies and/or test results indicate a potential for encountering TPH-Gasoline, TPH-Oil, BTEX. Copies of the environmental reports are available for review at the Engineer's office. All necessary permits for this work will be furnished by the Contracting Agency. The Contractor is responsible for all work, records, and reports required to perForm the work described in this section. The Contracting Agency will perform all testing of suspected hazardous or contaminated material. The Contractor shall notify the Engineer 10 working days prior to beginning work in the area identified in the Plans as contaminated. The Contractor shall notify the Engineer immediately if contamination is discovered in areas other than those identified in the Plans, or is suspected through observations such as an oily sheen or discolored soils that may or may not emit strong chemical odors. � � � 29 Contaminated Soil and Hazardous Material la 30 The Engineer will determine the limits of excavation required. All material that is 31 designated by the Engineer to be removed shall be handled and stored in a manner � 32 that prevents the spread of contamination to adjacent soil or water. Separate stockpiles 33 shall be maintained for known hazardous or contaminated material and for suspected 34 hazardous or contaminated material. The Contractor shall transport hazardous or � 35 contaminated material and dispose of it at a permitted facility. The Contractor shall 36 provide the Engineer with a copy of the shipping manifest or bill of lading indicating the 37 amount of material hauled to disposal, and bearing the disposal site operator's 38 confirmation for receipt bf the material. � 39 40 Contaminafed Water 41 All water that is removed from the areas of contamination, including free water that � 42 leaches from contaminated soil stockpiles or water that is suspected of being 43 contaminated, shall be collected, handled and stored in a manner that prevents the 44 spread of contamination to adjacent soil or water. The Contractor shall transport � 45 contaminated water and dispose of it at a permitted facility. The Contractor shall 46 provide the Engineer with a copy of the shipping manifest or bill of lading indicating the City of Federal Way 21 st Avenue SW at SW 336th Street Intersecrion Improvements SP-58 RFB # 13-103 February 2013 � � � �I 1 2 � 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 amount of material hauled to disposal, and bearing the disposal site operator's confirmation for receipt of the material. (September 30, 1996) Asbestos Handling And Disposal Prior to and during, the performance of any contract work, the Contractor shall verify that no asbestos containing materials are involved or will be disturbed. When asbestos is encountered, the Contractor shall be responsible for obtaining all permits from, and provide notification to, the Washington State Department of Labor and Industries, the U.S. EPA, the local air pollution control agency, and other permitting and regulatory agencies with jurisdiction over the work involving asbestos as the law requires. Prior to commencing asbestos related work, the Contractor shall provide the Engineer with written verification of approvals and notifications that have been given and/or obtained from the required jurisdictional agencies, and the Contractor's schedule for all work involving asbestos removal. The schedule shall include the sequencing and scheduling of asbestos related work, and coordination with subcontractors. The Contractor shall notify the Engineer when all approvals have been received and notifications have been made, as required by the agencies involved. The Contractor shall ensure the safety of all workers, visitors to the site, and the general public in accordance with all applicable laws, rules, and regulations. The Contractor shall designate a Washington State Certified Asbestos Supervisor (CAS) to personally supervise the asbestos removal and to ensure that the handling and removal of asbestos is accomplished by certified asbestos workers, pursuant to Washington State Department of Labor and Industries standards. The Contractor shall ensure that the removal and disposal of asbestos meets the requirements of EPA regulations 40 CFR Part 61, local health department regulations, and all other applicable regulations. 2-02.3(3)Removal of Pavement, Sidewalks, Curbs, and Gutters Section 2-02.3(3) is supplemented with the following: (September 8, 1997) The approximate thickness of the HMA pavement is 9 inches. Between 21St Ave SW and 26th PL pavement thickness may exceed 26 inches in places. 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters Section 2-02.3(3) is supplemented with the following: � ******� 2-03.2 Pavement Removal Section 2-03.2 is replaced with the following: Where shown in the Plans or where designated by the Engineer, the Contractor shall remove asphalt, concrete, and/or Portland cement concrete pavement. The approximate City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-59 RFB # 13-103 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 thickness of the pavement is approximately9 inches along SW 336th St and 8 inches along 21St Ave SW. The depth of ACP on the side streets varies from 4 inches to 8 inches of ACP. Between 21St Ave SW and 26�' PL SW pavement depths can exceed 26" 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 stream or storm sewer system. The removed pavement shall become the property of the Contractor and shall be removed from 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. Where noted on the plans existing tree grates shall be salvaged for reuse. Salvaged grates shall be stockpiled separately from new grates and protected from damage. Each salvaged grate will be visually inspected to determine suitability for reuse. New frames shall be installed for each salvaged grate reused. � ******� 2-02.3(4) Removal 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 Contractor's operations shall be replaced by the Contractor to the satisfaction of the Engineer at no additional cost to the Contracting Agency. Catch basins, manholes, and other drainage structures designated for removal, including all debris, shall be completely removed. All removed catch basins, manholes, and other drainage structures shall become the property of the Contractor and shall be disposed of in accordance with Section 2-02 of the Standard Specifications. All undamaged frames, grates, and solid covers in a re-useable condition shall become the property of the City of Federal Way and shall be delivered to a location specified by the Engineer. Sawcutting (full depth) of existing asphalt concrete pavement and cement concrete curb and gutter surrounding the structure required for removal will be considered incidental to the removal of the catch basin, manhole, or other drainage structures. Sawcuts shall be in accordance with Section 2-02 of these Special Provisions. Backfilling of catch basins, manholes, pipes and other drainage structures to be removed and replaced shall not be performed until the new structure is installed and shall be in accordance with Section 7-05. Backfilling of a structure to be replaced shall be considered incidental to the construction and installation of the new catch basin, manhole, or other drainage structure. Backfilling of catch basins, City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-60 RFB # 13-103 February 2013 �� � � � � � � � � � l__.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 � 43 44 45 � 46 47 48 � � manholes, pipes and other drainage structures to be completely removed shait be performed using gravel borrow paid in accordance with the Bid Schedule. Prior to backfilling any voids, the Contractor shall remove pipe as noted in the plans. Pipe shown to be abandoned or ordered by the Engineer to be abandoned shall be filled with CDF in accordance with Section 2-09.3(1)E of the Standard Specifications. Material, labor, tools, and equipment necessary to remove and/or fill any abandoned pipe shall be paid in accordance with the Bid Schedule. The Contractor shall maintain existing drainage, where designated by the Engineer, until the new drainage system is completely installed and functioning.. � ******� 2-02.3(5) Removal and Relocation of Existing Private Improvements 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 this bid item include: 1. Private Landscaping 2. Private illumination and electrical systems 3. Roof drains and underdrains Removal of improvements which are incidental to the bid items for Clearing and Grubbing and Removal of Structures and Obstructions shall not be paid for separately under this bid item. 2-02.4 Measurement Section 2-02.4 is supplemented with the following: (December 4, 2006) 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. (September 8, 1997) Removing HMA Pavement will be measured by the square yard. (Oetober 25, 1999) City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-61 RFB # 13-103 February 2013 1 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 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Sidewalk removal will be measured by the square yard. (September 8, 1997) Curb removal will be measured by the linear foot. (December 30, 2012)Sawcutting will be measured by the square foot along a single face of the cut. No specific unit of ineasurement will apply to the force account item Removal and Relocation of Existing Private Improvements. No specific unit of ineasurement will apply to the lump sum item of removal of Structure and Obstruction. Remove and Reset Black Iron Fence will be measured by the linear foot. Remove and Reset Chainlink Fence will be measured by the linear foot. Remove and Reset Oil Water Separator will be measured per each. Remove Existing Catch Basin will be measured per each. Remove Existing Storm Sewer Pipe will be measured by the linear foot. Remove, Salvage, and Relocate Tree Grate will be measure per each. Removing Cement Conc. Curb will be measured by the linear foot. Removing Cement Conc. Curb and gutter will be measure by the linear foot. Removing Cement Conc. Sidewalk will be measured by the square yard. No specific unit of ineasurement will apply to the lump sum item Removing Pavement Marking. Removing Tra�c Curb will be measured by the linear foot. 2-02.5 Payment Section 2-02.5 is supplemented with the following: (December 4, 2006) "Hazardous Material Handling And Disposal", by force account as provided in Section 1- 09.6. All costs associated with testing, storing stockpiled hazardous waste and contaminated soils, testing, collecting, handling and storing contaminated water, loading the stockpiled material into the hauling conveyance for transport to the disposal site, and transporting and disposing of hazardous or contaminated materials at an approved City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-62 RFB # 13-103 February 2013 L__1 � � �� � � y �. � � � 1 2 � 3 4 5 � 6 7 8 � 9 10 11 � 12 13 14 � 15 16 17 � 18 19 20 � 21 22 � �' � �� �J 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 facility will be paid by force account under the item "Hazardous Material Handling And DisposaP'. To provide a common basis for afl bidders, the Contracting Agency has entered an amount in the proposal to become a part of the Contractor's total bid. "Hazardous Material Excavation Incl. Haul", per cubic yard. The unit contract price for "Hazardous Material Excavation Incl. Haul" shall be full pay for all costs associated with excavating the material designated to be removed, hauling it to the stockpile location, and stackpiling the excavated material. (September 30, 1996) "Removing HMA Pavement", per square yard. (September 30, 1996) Payment for asbestos removal, handling, disposal, cost of permits, and all other work will be as provided in Section 1-04.7, unless such work is explicitly included as a part of another pay item in the contract. (November 3, 1999) "Removing Cement Conc. Sidewalk", per square yard. (September 8, 1997) "Removing Traffic Curb", per linear foot. (December 30, 2012) • "Sawcutting" per square foot. "Removal and Relocation of Existing Private Improvements", by force account as provided in Section 1-09.6.. "Removal of Structure and Obstructions — PSE Duct and Vaults", by lump sum. "Removal of Structure and Obstructions — CenturyLink Duct and Vaults", by lump sum. "Removal of Structure and Obstructions — Comcast Duct and Vaults", by lump sum. "Removal of Structure and Obstructions", by lump sum. "Remove and Reset Black Iron Fence", per linear fbot. Payment for Remove and Reset Black Iron Fence shall be full pay for all costs associated with excavating the existing fence posts, protecting the fence from damage, pouring new concrete post foundations to existing dimensions, and reinstalling fence posts and panels to existing line and grades. "Remove and Reset Chainlink Fence" per linear foot. Payment for Remove and Reset Chainlink Fence shall be full pay for all costs associated with excavating the existing fence posts, protecting the fence materials from City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-63 RFB # 13-103 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 damage, pouring new concrete post foundations to existing dimensions, and reinstalling fence posts and fabric to existing tension, line and grades. "Remove Chainlink Fence Fabric" per linear foot. "Remove and Reset Oil Water Separator", per lump sum. "Remove Existing Catch Basin", per each. "Remove Existing Storm Sewer Pipe", by the linear foot. "Remove, Salvage, and Relocate Tree Grate", per each. "Removing Cement Conc. Curb", by the linear foot. "Removing Cement Conc. Curb and Gutter", by the linear foot. " Removing Cement Conc. Sidewalk", per square yard. "Removing Pavement Marking", by lump sum. "Removing Traffic Curb°, per linear foot 2-03 Roadway Excavation and Embankment 2-03.4 Measurement (March 13, 1995) Only one determination of the original ground elevation will be made on this project. Measurement for roadway excavation and embankment will be based on the original ground elevations recorded previous to the award of this contract. If discrepancies are discovered in the ground elevations which will materially affect the quantities of earthwork, the original computations of earthwork quantities will be adjusted accordingly. Earthwork quantities will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method or by the finite element analysis method utilizing digital terrain modeling techniques. Upon award of the contract, copies of the original ground cross-sections will be furnished to the successful bidder on request to the Project Engineer. Roadway excavation will be measured by the cubic yard Embankment compaction will be measured by the cubic yard. Graval borrow will be measured by the cubic yard. 2-03.5 Payment City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-64 RFB # 13-103 February 2013 � � � � 1 2 3 4 5 6 7 8 10 Section 2-03.5 is supplemented with the following: (March 13, 1995) - All costs in connection with the preparation of waste sites and waste deposits shall be included in the lump sum item "Mobilization". "Roadway Excavation Incl. Haul", per cubic yard. "Embankment Compaction", per cubic yard. "Gravel Borrow Incl. Haul", per ton. 11 2-09 Structure Excavation � 12 13 2-09.3(1)E Backfilling � � � ��_J � 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Controlled Density Fill �******� 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 Incl Haul". Backfill subsequent to the removal of structures and obstructions shall be "Gravel Borrow Incl Haul". Native material may be used for backfill with approval of the Engineer. The fifth paragraph of Section 2-09.3(1)E is revised as follows: For Controlled Density Fill (CDF) to be used for filling pipes to be abandoned in place or backfilling the pipe trench; amend the 5th paragraph to revise the minimum CDF strength to 60 psi and the maximum strength to 100psi. The Contractor shall obtain a Certificate of Compliance from the producer and provide to the Engineer. Delete the 7th paragraph to eliminate the alternative CDF mix design. The proportions of cement, fly ash, fine and coarse aggregate, water and admixture shall be selected to form a mix which meets the following requirements: Slump as required to produce a free flowing, non-segregating material which will flow completely throughout abandoned piping. CDF shall be self-consolidating material which will not settle or shrink after placement and have high flow-ability characteristics to allow for a void free installation when placed within pipes to be abandoned in place. 2-09.3(5) Removal of Contaminated Soil �*****� 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 excavation at a location directed by the Engineer. Prior to excavating the test pit, the Contractor City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-65 RFB # 13-103 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 50 51 shall prepare a health and safety program for approval by the 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 bottom of the trench. Upon completion of the test pit, the Contractor shall notify the City. The Contractor will cease trenching in this section until the City has completed the testing of soils for contamination. 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 "Hazardous Material Excavation Incl. Haul" in the bid proposal to become part of the total bid by the Contractor. 2-09.4 Measurement "Gravel Borrow Incl Haul for Trench Backfill" will be measured per cubic yard of imported materia� actually placed, per the Structure Excavation Class B Incl Haul neat lines, less volume for structure and bedding. "Gravel Borrow Incl Haul for Joint Trench" will be measured per cubic yard of imported material actually placed, per the Structure Excavation Class B Incl Haul neat lines, less volume for structure and bedding. Gravel Borrow Incl Haul for Trench Backfill and Gravel Borrow fncl Haul for Joint Trench will not be measured where native material is approved and placed as backfill. "Gravel Borrow Incl Haul", will be measured per ton. "Structure Excavation Class —B incl Haul" will be measured by neat line per the cubic yard. No specific unit of ineasurement shall apply to the lump sum item of Shoring or Extra Excavation Class A. Shoring or Extra Excavation Class B and Shoring or Extra Excavation Class B for will be measured by the square foot as follows: The area for payment will be one vertical 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 performed. If the Contract includes a pay item for grading to remove materials, the upper limit for measurement will be the neat lines of the grading section shown in the Plans. The bottom elevation for measurement will be the bottom of the excavation as shown in the Plans or as otherwise established by the Engineer. 2-09.5 Payment �*****� Section 2-09.5 is supplemented with the following: "Structure Excavation Class A Incl. Haul", per lump sum. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-66 RFB # 13-103 February 2013 � � � � � � � � � �— � 1 2 3 4 5 6 7 8 9 10 11 12 13 "Structure Excavation Class B Incl. Haul", per cubic yard. "Structure Excavation Class B Incl Haul for Underground Utilities", per cubic yard. "Shoring or Extra Excavation CI. A", per lump sum. "Shoring or Extra Excavation Class B", per square foot. "Shoring or Extra Excavation Class B for Joint Trench", per square foot. "Shoring Or Extra Excavation Class B For Stormwater System A", per square foot. "Gravel Borrow Incl Haul", per ton "Gravel Borrow Incl Haul for Trench Backfill", per cubic yard. "Gravel Borrow Incl Haul for Joint Trench", per cubic yard. End of Division 2 City of Federal Way 21 st Avenue SW at SW 336th Street Intersecrion Improvements SP-67 RFB # 13-103 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Division 4 Bases 4-02 Gravel6ase 4-02.4 Measurement Gravel base will be measured by the ton. 4-02.5 Payment "Gravel Base ", per ton. 4-04 Ballast and Crushed Surfacing 4-04.4 Measurement Crushed surfacing top course, base course and ballast will be measured by the ton. 4-04.5 Payment "Crushed Surfacing Top Course (or Base Course)", per ton. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-68 RFB # 13-103 February 2013 � � � � � � � � � � � � � 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 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Division 5 SurFace Treatments and Pavements 5-04.3(7�A Mix Design (March 10, 2010 APWA GSP) Delete this section and replace it with the following; 1. 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 shall 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) for the HMA being produced. Any additional adjustments 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. c. Reference a mix design that has been previously 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 verification. At the discretion of the Engineer, agencies may accept mix designs.verified beyond the verification year with certification 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 collect three Production Samples of HMA on the first day of paving per AASHTO T 168 sampling procedures. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-1 RFB # 13-103 February 2013 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 a � c. The Contracting agency wiil test one Production Sample in accordance with section 5-04.3(8)A for field verification per the requirements of Section 9-03.8(7). 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 numbe.r one. 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)A1, General (March 10, 2010 APWA GSP) Delete these sections and replace them with the following: Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. 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 quantity 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. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-2 RFB # 13-103 February 2013 � � � � � � �� � � � � � � � � L�' � � � ' � � � � � � � � 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 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 For proposal quantities less then 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 properties may be waived at the engineer's discretion. �-04.3(8)A5, Test Results (March 10, 2010 APWA GSP) Delete this section and replace it with the following: The Engineer will furnish 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 Composite 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 sampling. 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 challenge 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 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 analysis 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 ±4.0 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 ±0.7 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 City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-3 RFB # 13-103 February 2U13 1 2 3 4 5 7 8 9 10 11 12 13 14 15 96 17 18 19 20 21 22 23 24 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 established above, the challenge sample wiil 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 (March 10, 2010 APWA GSP) Delete this section. 5-04.5(1)A Price Adjustments for Quality of HMA Mixture (March 10, 2010 APWA GSP} Delete the first paragraph and table and replaced them with the fallowing: Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1-06.2 using the following price adjustment factors: Table of Price Adjustment Factors Constituent All aggregate passing: 1'/2", 1", 3/4", '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 items 1-3 in Paragraph finro 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), 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. If 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 commercial 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. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-4 RFB # 13-103 February 2013 � � � � � � � � �_ � � � � � � � � � � � [_J � ,� � � � � � � � 1 2 3 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 For each lot of HMA produced under Nonstatistical or Commercial 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 will be considered 1.00 in calculating the composite pay factor. 5-04.5(1)B Price Adjustments for Quality of HMA Compaction (March 10, 2010 APWA GSP) Delete this section and replace it with the following: The maximum CPF of a compaction lot is 1.00 For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction Factor (NCCF) will be determined. THE NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCCF, the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. 5-04.3 Construction Requirements 26 5-04.3(14) Planing Bituminous Pavement 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Section 5-04.3(14) is supplemented with the following: (January 5, 2004) The Contractor shall perform the planing operations no more than 7(seven) calendar days ahead of the time the planed area is to be paved with HMA, unless otherwise allowed by the Engineer in writing. 5-04.3(16) Weather Limitations The first sentence of Section 5-04.3(16) is revised to read: (August 3, 2009) HMA for wearing course shall not be placed on any travelled way from October 15�' and through March 31 St of the following year without written approval from the Engineer. �*****� 5-04.3(22) Temporary Pavement Section 5-04.3(22) is added: City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-5 RFB # 13-103 February 2013 1 2 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 44 45 46 47 48 Temporary pavement is required to open areas to traffic during construction. These areas include the voids created by the removal of existing traffic islands and curbing, paving over excavated roadway and utility trenches to provide paved access to private properties, and ramps for property access during cement concrete approach construction. Temporary pavement shall be hot mix asphalt concrete pavement. All temporary paving shall be placed with a minimum thickness of 2 inches. All temporary paving shall be approved by the Engineer before placement. Any areas of temporary pavement to be removed and replaced shall be approved by the Engineer before placement. This work shall also include the removal of the temporary pavement prior to paving of final asphalt concrete pavement. � Temporary Pavement, Hot mix asphalt will be used for any trench restoration within the traveled way. Whether temporary or permanent, saw cut and treat edges with CSS-1 asphalt emulsion and apply a minimum 3-inch pavement depth or match existing, whichever is greater. Also, fill voids created by the removal of existing traffic islands and curbing, paving over excavated roadway to temporary access to adjacent properties, and ramps for property access during concrete approach construction. Temporary Pavement, cold mix asphalt is allowed for any temporary paving outside the traveled way. The cold mix shatl be approved by the Engineer and placed in a 2-inch minimum thickness. Placement of temporary pavement without prior approval of the Engineer shall be considered as a benefit of the Contractor and no cost to the owner. Any areas of temporary pavement to be removed and replaced require prior approval by the Engineer. This work shall include the removal of the temporary pavement prior to paving of final asphalt concrete pavement. 5-04.4 Measurement HMA CI. PG _, HMA for CI. PG _, and Commercial HMA will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, blending sand, mineral filler, or any other component of the mixture. If the Contractor elects to remove and replace mix as allowed by Section 5-04.3(11), the material removed will not be measured. Planing bituminous pavement will be measured by the square yard. Section 5-04.4 is supplemented with the following: (September 5, 2006) No specific unit of ineasurement will apply to the calculated item of asphalt cost price adjustment. �*****� Section 5-04.4 is supplemented with the following: Temporary pavement will be measured by the ton of material actually placed, with no deduction being made for the weight of liquid asphalt, blending sand, mineral filler, or any other component of the mixture. City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-6 RFB # 13-103 February 2013 � � � � � L_J � � r �- � � � � � � � � 1 2 � 3 4 � � � � � � � � � � � � 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 5-04.5 Payment Section 5-04.5 is supplemented with the following: (September 8, 2008) Asphalt Cost Price Adjustment The Contracting Agency will make an Asphalt Cost Price Adjustment, either a credit or a payment, for qualifying changes in the reference cost of asphalt binder. The adjustment will be applied to partial payments made according to Section 1-09.9 for the following bid items when they are included in the proposal: "HMA CI. PG " "HMA for Approach CI. PG " "HMA for Preleveling CI. _ PG " "HMA for Pavement Repair CI. _ PG "Commercial HMA" The adjustment is not a guarantee of full compensation for changes in the cost of asphalt binder. The Contracting Agency does not guarantee that asphalt binder will be available at the reference cost. The Contracting Agency will establish the asphalt binder reference cost twice each month and post the information on the Agency website at: http://www.wsdot.wa.qov/biz/construction/Asphaltl ndex. cfm The reference cost will be determined using posted prices furnished by Poten & Partners, Inc. If the selected price source ceases to be available for any reason, then the Contracting Agency will select a substitute price source to establish the reference cost. The base cost established for this contract is the reference cost posted on the Agency website for the period immediately preceding the bid opening date. Adjustments will be based on the most current reference cost for Western Washington or Eastern Washington as posted on the Agency website, depending on where the work is performed. For work completed after all authorized working days are used, the adjustment will be based on the posted reference cost during which contract time was exhausted. The adjustment will be calculated as follows: No adjustment will be made if the reference cost is within 5% of the base cost. If the reference cost is greater than or equal to 105% of the base cost, then Adjustment =(Current Reference Cost —(1.05 x Base Cost)) x(Q x 0.056). 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). City of Federal Way RFB # 13-103 21 st Avenue SW at SW 336th Street February 2013 Intersection Improvemetits SP-7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Where Q= total tons of all classes of HMA paid in the current month's progress payment. - "Asphalt Cost Price Adjustment", by calculation. "Asphalt Cost Price Adjustment" will be calculated and paid for as described in this section. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor, "Temporary Pavement", per ton. "Planing Bituminous PavemenY', per square yard. "Commercial HMA", per ton. "HMA CL. 1 in. Pg 64-22", per ton. "HMA CL. 1/2 in. Pg 64-22°, per ton. "HMA CL. 1/2 in. Pg 64-22 for pre leveling", per ton. "HMA for Pavement Repair CL. 1/2 in. Pg 64-22", per ton. 5-05 Cement Concrete Pavement ��****� 5-05.3 Construction Requirements Section 5-05.3 is supplemented with the following: Section 1-07 of these Special Provisions describes the restrictions to driveway closures and construction that will be in place for this contract. To meet these requirements, the Contractor may use a quick setting concrete. The Engineer shall approve the quick-setting mix prior to use. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-8 RFB # 13-103 February 2013 � � � � � � � � � � � � C� � � , � � � 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 Division 6 Structures 6-02 Concrete Structures 6-02.4 Measurement All classes of concrete shall be measured in place by the cubic yard to the neat lines of the Structure as shown in the Plan 6-02.5 Payment "Conc. Class 3000", per cubic yard. 6-11 Reinforced Concrete Walls 6-11.4 Measurement Concrete Class 4000 for retaining wall will be measured as specified in Section 6-02.4. Steel reinforcing bar for retaining wall and epoxy-coated steel reinforcing bar for retaining wall will be measured as specified in Section 6-02.4. "Gravel Backfill for Wall", shall be measured per neat line as shown in the plans 6-11.5 Payment Payment will be made in accordance with Section 1-04.1 for each of the following Bid items when they are included in the Proposal: "Conc. Class 4000 For Retaining Wall", per cubic yard. All costs in connection with furnishing and installing weep holes and premolded joint filler shall be included in the unit Contract price per cubic yard for "Conc. Class 4000 for Retaining WaIP'. "Gravel Backfill for Wall", per cubic yard. "St. Reinf. Bar For Retaining Wall", per pound.6-20 Reinforced Concrete Stairs 6-20.1 Description This Work consists of constructing reinforced concrete stairs. 6-20.2 Materials Materials shall meet the requirements of the following sections: Cement 9-01Aggregates for Portland Cement Concrete 9-03.1 Gravel Backfill 9-03.12 Premolded Joint Filler 9-04.1(2) Steel Reinforcing Bar 9-07.2 Epoxy-Coated Steel Reinforcing Bar 9-07.3 Concrete Curing Materials and Admixtures 9-23 Fly Ash 9-23.9 Water 9-25 Other materials required shall be as specified in the Special Provisions. 6-20.3 Construction Requirements City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-9 RFB # 13-103 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 6-20.3(1) Submittals The Contractor shall submit all excavation shoring plans to the Engineer for approval in accordance with Section 2-09.3(3)D. The Contractor shall submit all falsework and formwork plans to the Engineer for approval in accordance with Sections 6-02.3(16) and 6-02.3(17). The Contractor shall not begin excavation and construction operations for the concrete stairs until receiving the Engineer's approval of the above submittals. 6-20.3(2) Excavation and Foundation Preparation Excavation shall conform to Section 2-09.3(3), and to the limits and construction stages shown in the Plans. Foundation soils found to be unsuitable shall be removed and replaced in accordance with Section 2-09.3(1)C. 6-20.3(3) Vacant 6-20.3(4) Cast-In-Place Concrete Construction Cast-in-place concrete for concrete stairs shall be formed, reinforced, cast, cured, and finished in accordance with Section 6-02, and the details shown in the Plans and Standard Plans. All cast-in-place concrete shall be Class 3000. The Contractor shall provide the specified surface finish as noted, and to the limits shown, in the Plans to the exterior concrete surFaces. Special surface finishes achieved with formliners shall conform to Sections 6-02.2 and 6-02.3(14) as supplemented in the Special Provisions. 6-20.3(5) Backfill Unless the Plans specify otherwise, backfill shall be placed in accordance Section 6- 02.3(22). Gravel backfill shall be compacted in accordance with Section 2-09.3(1)E. Backfill shall be compacted in accordance with Method B of Section 2-03.3(14)C, unless otherwise specified. 6-20.4 Measurement No specific unit of ineasurement will apply to the lump sum items "Stair And Handrail, Sta A 331 +82", "Stair And Handrail, Sta A 332+48", "Stair And Handrail, Sta A 334+50", "Stair And Handrail, Sta A 334+90", "Stair And Handrail, Sta A 339+25" 6-20.5 Payment Payment will be made in accordance with Section 1-04.1 for each of the following Bid items when they are included in the Proposal: "Stair And Handrail, Sta A 331+82", per lump sum. "Stair And Handrail, Sta A 332+48", per lump sum. "Stair And Handrail, Sta A 334+50", per lump sum. "Stair And Handrail, Sta A 334+90", per lump sum. "Stair And Handrail, Sta A 339+25", per lump sum. City of Federal Way RFB # 13-103 21 st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-10 � � � � L�' � � � � � LJ � � � � � � �� � �� � � � � �� � � � � � � � � � � f__� 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Division 7 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits 7-p1 DRAINS 7-d1.1 Description , Seiction 7-01.1 is supplemented with the following: This work consists of reconnecting existing roof leaders, underdrains and footing drains from adjacent development or buildings to the nearest catch basin or suitable outfall point. 7-Q1.4 Measurement Seiction 7-01.4 is supplemented with the following: Na specific unit of ineasurement applies to the bid item "Reconnect Existing Misc. Drainage° Un�derdrain pipe will be measured by the linear foot. Dr�in pipe will be measured by the linear foot. Gravel Backfill for Drain will be measured by the cubic yard. 7-01.5 Payment Section 7-01.5 is supplemented with the following: "Reconnect Existing Misc. Drainage" shall be paid per force account and shall include all labor, tools, equipment, and materials necessary to re-establish miscellaneous drainage connections from existing roof leaders, underdrains and footing drains to suitable outfall point. Connections shall be made to the nearest catch basin as indicated on the plans or as approved by the Engineer. "Underdrain Pipe 4 In. Diam.", per linear foot. "Underdrain Pipe 6 In. Diam.", per linear foot. "D�ain Pipe 6 In. Diam.", per linear foot. "Gravel Backfilll for Drain", per cubic yard. 7,02 CULVERTS 7-02.5 Measurement Section 7-04.4 is supplemented with the following: Flared end sections will be measure per each. 7-Q2.5 Payment Section 7-04.4 is supplemented with the following: "Flared End Section In. Diam.", per each 7�04, STORM SEWERS 7-04.2 Materials Section 7-04.2 is supplemented with the following: City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-11 RFB # 13-103 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 �******� Storm sewer used in this project includes reinforced concrete storm sewer pipe, plain 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 accordance with applicable sections of the Standard Specifications and as modi�ed in these special provisions. The Contractor shall require the pipe suppliers to furnish certificates signed by their authorized representatives stating the specifications to which the materials or products were manufactured. Certificates indicating non-conformance with these Specifications shall be su�cient 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. 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: �******� 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 location of existing storm sewer facilities. 7-04.3(1) Cleaning and Testing Section 7-04.3(1) is supplemented with the following: �******� Cleaning and testing of storm sewer pipe shall be in accordance with Section 7-04.3(1) of the Standard Specifications, except as modified herein: Prior to testing, 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. Infiltration testing shall be utilized only when ordered by the Engineer. 7-04.3(2) Coordinafion with Utility Companies Section 7-04.3(2) is added: City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-12 RFB # 13-103 February 2013 � � � � � � � � � � � � � � � � � _J � � � � � � � � LJ � � � � � � � � � � � 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 �******� It is anticipated that minor vertical adjustments will 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 identify 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 Section 1-05.14(A) of these Special Provisions at least fifteen (15) working days prior to installing storm drain pipe that may conflict with the utility companies' respective facilities; and coordinating the construction of the storm drainage system with the respective utility construction crews. Coordination with utility companies shall be considered incidental to the Contract and no additional compensation will be made. 7-04.4 Measurement Section 7-04.4 is supplemented with the following: Ductile Iron Storm Sewer Pipe 12 In. Diam., shall be measured by the linear foot. Ductile Iron Storm Sewer Pipe 8 In. Diam., shall be measured by the linear foot. "Class V Reinf. Conc. Storm Sewer Pipe 12 In. Diam.", shall be measured by the linear foot. "Class V Reinf. Conc. Storm Sewer Pipe 18 In. Diam.", shall be measured by the linear foot. "Class V Reinf. Conc:yStorm Sewer Pipe 24 In. Diam.", shall be measured by the linear foot. "Solid Wall PVC Storm Sewer Pipe 8 In. Diam.", shall be measured by the linear foot. "Solid Wall PVC Storm Sewer Pipe 10 In. Diam.", shall be measured by the linear foot. Pipe zone bedding and compaction of the pipe trench backfill will not be measured. 7-04.5 Payment Section 7-04.5 is supplemented with the following: "Ductile Iron Storm Sewer Pipe 12 In. Diam.", per linear foot "Ductile Iron Storm Sewer Pipe 8 In. Diam.", per linear foot "Class V Reinf. Conc. Storm Sewer Pipe 12 In. Diam.", per linear foot. "Class V Reinf. Conc. Storm Sewer Pipe 18 In. Diam.", per linear foot. "Class V Reinf. Conc. Storm Sewer Pipe 24 In. Diam.", per linear foot. "Solid Wall PVC Storm Sewer Pipe 8 In. Diam.", per linear foot. "Solid Wall PVC Storm Sewer Pipe 10 In. Diam.", per linear foot. Compaction of the trench shall not be measured or paid for separately, but will be considered incidental to the pipe. The unit contract price per linear foot of storm sewer pipe of the kind and size specified shall be full pay for furnishing all labor, tools, equipment, and materials necessary for its complete installation, including removal of existing storm sewer pipe, dewatering (if required), laying pipe, , backfill (with engineer-approved native material), compaction, locating tracer wire, connection to new or existing storm sewers or drainage structures, appurtenances such as tees, pipe collars, and other items, or structures, surface restoration, cleaning, 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 City of Federal Way RFB # 13-103 21 st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-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 37 38 39 40 41 42 43 44 45 46 47 48 49 50 sewers or structures, where shown on the Plans, shall be incidental to the other various bid items in the Contract and no further compensation will be made. Gravel Borrow Incl Haul for Trench Back�ll shall be used and paid for under Section 2-09 in these Special Provisions. The lump sum cost shall necessary to complete Specifications, including cleanout, and concrete. be full pay for furnishing all labor, tools, equipment, and materials the storm sewer connection according to the Plans and all shoring, temporary pipe connections, fittings, pipe backfill, "Testing Storm Sewer Pipe", per linear foot. 7-05, MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7-05.1 Description Section 7-05.1 is supplemented with the following: � LJ � � � I� �******� � In the first paragraph, replace "Standard Plans" with "City of Federal Way Standard Drawings" Manholes Type 3- 48, 60 and 72-In Diameters shall be constructed in conformance with 2007 King County Design and Construction Standards Figure 7-009, and 7-011. �. 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: �******� Backfill around catch basins shall be compacted by mechanical tampers in accordance with Section 2-03.3(14)C "Method B" of the Standard Specifications. Catch basin cover frames shall be installed on precast rings or as directed by the Engineer. All bricks shall be installed with full mortar coverage and shall be plastered to a depth of 3/4 inch on the outer surface. Catch basin covers shall be adjusted to the 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 located where they will accept runoff. Bi-directional locking vaned grates shall be installed at all roadway sag locations and at low points along curb returns. (Reference City of Federal Way Standard Drawings No. 4-10 for standard vaned grate and 4-6 for standard City of Federal Way RFB # 13-103 21st Avenue SW at SW 336th Street February 2013 Intersecrion Improvements SP-14 � � � � � � � � � � � � i �� � � �l � � � � [_ J � -� U n �� � � � � � i I 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 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) Adjusting Manholes, Valves and Catch Basins to Grade Section 7-05.3(1) is supplemented with the following: �******� Manholes, valves, 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 Standard Drawing 3-55. The edge of the cut shall be 1.5 feet from the outside edge of the cast iron frame of the structure. The base materials and crushed rock shall be removed. 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 shall 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 shall 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: City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-15 RFB # 13-103 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 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 storm 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 Specifications 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 storm drain and catch basin. Backfilling of catch basins to be abandoned shall be done with Gravel Borrow for Trench Backfill Incl 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: � � � _� �J � ' � � �******� � The requirements of this section shall also apply to connections to existing catch basins. �******� 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. �******� 7-05.3(7) Through Curb Inlet Frame and Grate with Vertical Curb Section 7-05.3(7) is added: Provide through 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(8) Area Drain Section 7-05.3(8) is added: Area Drain shall be constructed in accordance with the requirements of section 7- 05.3, and as detailed in the Plans. 49 7-05.3(9) Connection to Existing Pipe 50 Section 7-05.3(9) is added: City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-16 RFB # 13-103 February 2013 � ,--, i� � � �� � � � � ' � f � � , , � � � ' � ' � � � � � � e 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 The contractor shall connect (or reconnect) existing pipes to the new manholes or catchbasins without disturbing flow from upstream or downstream locations. All costs associated with this work shall be included 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 Duty 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 blocking system to prevent accidental closure and come complete with hinge infiltration plug. The lid shall be operable by one person using standard tools and capable of withstanding a test load of 80,000 Ibs. Frames shall be circular, compatible with City of Federal Way standard top slab openings, incorporate a seating ring, and be available in a 24-inch clear opening. The frame depth shall not exceed 4 inches, and the flange shall incorporate bedding slots and bolt holes. All components shall be black coated. Frame weight: 73 Ibs. Cover weight: 122 Ibs. Total weight: 195 Ibs. The Heavy Duty Manhole Frame and Lid shall be Rexus 24-inch Manhole Cover and Frame (or approved equal) as manufactured by the Certainteed Corporation. (Local distributor: HD Fowler located at 13440 S.E. 30th Street Bellevue, WA 98005, Email sales@hdfowler.com or phone at: 425-746-8400. Rectangular to round conversion risers shall be considered incidental to "Heavy Duty Manhole Frame and Cover° and will not be measured for separate payment. 7-05.3(11) RubberAdjustment Riser Section 7-05.3(11) is added: The rubber manhole and catch basin adjustment risers shall be minimum 80% by weight recycled rubber and minimum 10% by volume, recycled RFL coated fiber. The rubber manhole and catch basin risers shall meet minimum physical property standards equal to that of the INFRA-RISER� rubber adjustment risers as manufactured and supplied by East Jordan Iron Works, Inc. Rubber manhole and catch basin adjustment risers shall be of uniform quality, free from cracks, holes, and any other surface defects. The molded adjustment riser shall match the dimensions of and entirely support the frame of the manhole or catchbasin. Tolerance shall be +/-1/16" (1.6mm) from required nominal dimensions. The adjustment risers shall be designed for heavy duty street traffic, and shall meet or exceed minimum load capacity requirements of AASHTO. The supplier shall provide load test results, upon request by the City. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-17 RFB # 13-103 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 A manufacturer certification shall be furnished to the City, stating the riser meets the requirements of this specification. Applicable supporting documentation shall be made available to the City upon request. Any and all test results shall be independent and conducted by an accredited testing laboratory that conforms to ANSI/ISO/ASQ Q9001-2000. Each adjustment riser shall be marked with the following information and molded into the finished product: Manufacturer's name; country of manufacturer, such as "Made in USA"; Product name and Identification number. In addition, applicable U.S. patent number(s) relevant to the compliance of the materials and/or any other section of this specification shall also be molded into the finished product. 7-05.3(12) Level Spreader Section 7-05.3(12) is added: The Level Spreaders shall be installed in the bioswales as detailed and atlocations shown on the plans. They shall maintain uniform dispersal of flow across the swales at the water quality flowrates. After installation of the flow spreaders, the Contractor shall demonstrate the level spreaders function as described, as follows. After the establishment of the vegetation in the swales the Contractor shall convey the water quality flows of 0.92 cfs for bioswale 1 and 1.26 cfs for bioswale 2 into the sediment cells of the swales. Adjust level spreader plate elevations as needed to achieve uniform flow depth across the width of the spreader. This demonstration will be observed by, and approved by the Engineer after a successful demonstration. 7-05.4 Measurement Section 7-05.4 is supplemented with the following: �******� "Adjust Catch Basin to Grade", will be measured per each. "Adjust Junction Box to Grade", will be measured per each. "Round Locking Solid Cover", will be measured per each. "Through Curb Inlet Frame and Grate with Vertical Curb", will be measured per each. " Heavy Duty Manhole Frame and Cover" will be measured per each. �,Manhole 48 in. Diam. Type 3; will be measured per each. Manhole 60 in. Diam. Type 3 will be measured per each. "Manhole 72 in. Diam. Type 3" will be measured per each. aRubber Adjustment Riser will be measured per each manhole or catchbasin that is djusted. . "Vaned Grate" will be measured per each. "Adjust Storm Drain Manhole to Grade" will be measured per each. "Catch Basin Type 1" will be measured per each. "Area Drain" will be measured per each. "Catch Basin Type 1 L" will be measured per each. "Catch Basin Type 2 48in. Diam." will be measured per each. "Connection to Drainage Structure" will be measured per each. "Construction Geotextile for Separation" will be measured per square yard. "Frame and Vaned Grate" will be measured per each. "Level Spreader" will be measured per each. City of Federal Way 21st Avenue SW at.SW 336th Street Intersecrion Improvements SP-18 RFB # 13-103 February 2013 � � � � � , � � � � � � � � � LJ � L� � � ' 1 "Gravel Backfill for Pipe Zone Bedding", will be measured per neat line, less structure 2 volume. � � � , � � �, L� � � � �, u � � '� � � r� 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 44 45 46 47 7-05.5 Payment Section 7-05.5 is supplemented with the following: �******� "Adjust Catch Basin to Grade", per each "Adjust Storm Drain Manhole to Grade", per each "Adjust Junction Box to Grade", per each "Round Locking Solid Cover", per each "Through Curb Inlet Frame and Grate with Vertical Curb", per each "Heavy Duty Manhole Frame and Cover" per each "Manhole 48 in. Diam. Type 3" per each. "Manhole 60 in. Diam. Type 3 per each. "Manhole 72 in. Diam. Type 3" per each. "Rubber Adjustment Riser" per each. "Vaned Grate" per each. "Adjust Storm Drain Manhole to Grade" per each. "Catch Basin Type 1" per each. "Area Drain" per each. "Catch Basin Type 1 L" per each. "Catch Basin Type 2 48in. Diam." per each. "Connection to Drainage Structure" per each. "Construction Geotextile for Separation" per square yard. "Frame and Vaned Grate" per each. "Level Spreader" per each. "Concrete InIeY', per each. "Gravel Backfill for Pipe Zone Bedding", per cubic yard. 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 furnishing and placing of all accessories such as cast iron rings, traps, steps, grating, orifice plates, gate valves, flanges, structure conversion risers, and other items. The unit contract price per each for Level Spreader shall be ful tools, equipment, and materials necessary to complete each Plans and Specifications. This includes submittal, excavation, footing, level flow spreader plate, backfill, metal hardware, dispersal. 7-08, GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.3 Construction Requirements Section 7-08.3 is supplemented with the following: City of Federal Way 21st Avenue SW at SW 336th Street InterSection Improvements SP-19 I pay for furnishing all labor, spreader according to the geotextile, posts, concrete and demonstration of flow REB # 13-103 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 �******� 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 dane 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) Backfilling Section 7-08.3(3) is supplemented with the following: �******� Initial backfilling shall be performed only after inspection and approval of the installed pipe. Backfill shall be accomplished in such a manner that the pipe shall not be damaged by impact or overloading. All backfill for pipe trenches shall be mechanically compacted by a power operated mechanical tamper(s) as specified in Sections 7-08.3(3) of the Standard Specifications or other mechanical compaction device approved by the Engineer. �******� 7-20 CATCH BASIN INSERT Section 7-20 is added: 7- 20.1 Description 7-20.1(1) Work Included This section covers work necessary to furnish and install the catch basin inserts, fittings, appurtenances, and all hardware necessary for a complete installation. 7-20.1(2) General A. Like items of equipment specified herein shall be the end products of one manufacturer in order to achieve standardization for operation, maintenance, spare parts, and manufacturer's service. B. The use of the manufacturer's name and model is for the purpose of establishing the standard of quality and general configuration only. Products of other manufacturers will be considered in accordance with the General Conditions. 40 7-20.1(3) Manufacturers' Services 41 A. A manufacturer's representative for the equipment specified herein shall be 42 present on the job site for a minimum of 1/2 person-day, travel time excluded, for 43 installation assistance, inspection, and certification of the equipment installation and 44 proper operation. 45 7-20.1(4) Submittals 46 A. Submittals for the catch basin inserts shall include the following items in 47 accordance with Division 1, GENERAL REQUIREMENTS. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-20 RFB # 13-103 February 2013 � , � � I_ 1 � , � � ' � � u � � � ' � � I ' � , � � , , � � , � , � , , ' � � ' 1 1. General manufacturer's drawing for typical catch basin insert 2 installation including locations, sizes, dimensions (insert and CB), elevations, 3 piping for each insert to be installed. 4 2. Complete materials list. 6 7 8 0 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 3. Manufacturer's data and calculations to demonstrate compliance with product criteria included within these Specifications. 4. Manufacturer's recommended installation and maintenance procedures. 5. Manufacturer's certificate of satisfactory installation and warranty. 7-20.2 Materials , 7-20.2(1) Catch Basin Insert A. All catch basin inserts shall be delivered to the site prepackaged, complete, and shall include: 1. A self-contained, easily removable box unit containing a sediment and oil trapping chamber containing oil absorbent media material. A durable nylon mesh bag with lifting handles shall be provided and installed with each replaceable media installation to facilitate removal and transport. 2. Oil-absorbent media shall consist of wood fiber products such as Absorbent W, SuperSorb, whole fibrous moss, or Petrolock. Other media products are acceptable, such that an oil-saturated sample does not release more than 10 mg/I TPH in any 2-minute period when flushed with tap water 0.3 to 0.5 gpm for 10 minutes. Compost-based media are not acceptable. 3. Identification nameplates or other permanent product identification affixed to a prominent location, durable and legible throughout equipment life. 4. , One replacement filter media unit or/box for each initial insert installed shall be provided by the Contractor. The replacement media shall be delivered to the Contracting Agency's Steel Lake Maintenance facility. Prior to delivery, The Contractor shall contact Ryan Thomas at (253) 835-2755, to coordinate delivery of the replacement media. B. Catch basin insert shall be preassembled units manufactured by the following, or equal, as approved by the Engineer : 1. FlexstormT"" Catch Basin Insert with PCP filter bag and MyCelx Skimmer pouch by Inlet & Pipe Protection, Inc., distributed by Hancor, Inc. : www.inletfilters.com, 253.255.6302; Fax 866.867.7856. 2. AbTechT"' Filtration System by AbTech�lndustries, distributed by AbTech Industries Inc., www. AbTechlndustries.com, 1.800.545.8999. � 3. FloGard +Plus by Kristar Enterprises, Inc., distributed by HD Fowler, www.Kristar.com, 1.800.579.8619, Fax 707.524.8186. City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-21 RFB # 13-103 February 2013 1 C. 2 3 D. The same brand of catch basin insert shall be installed in all the specified catchbasins at any one intersection. All metal parts shall be corrosion resistant. 4 5 7-20.2(4) Conformance with Standards 6 Catch basin inserts shall conform to manufacture' standards, and shall meet the 7 minimum perFormance and sizing requirements of the 1998 King County Surface Water 8 Design Manual for Catch Basin Inserts as follows: 9 A. The insert shall have the ability to capture Total Petroleum Hydrocarbons (TPH) at 10 the water quality flow rate (20 gpm) for a minimum of 6 weeks under typical Seattle- 11 area traffic conditions. 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 B. Insert has ability to bypass high flows (43 gpm) without causing excessive ponding. C. The insert shall create a positive seal around the grate to prevent low flow bypass. D. Media system functions such that it does not become plugged/blinded shortly after deployment causing storm water to bypass media before full use of inedia. E. Insert has means of preventing floating oil from escaping the unit. 7-20.2(5) Warranties A. Manufacturer shall warrant all products to be free from defects in materials and workmanship for a minimum of 1 year from the date of installation. Manufacturer shall inspect and repair and replace defective parts during warranty period at no additional cost to Owner. 7-20.3 Construction Requirements 7-20.3(1) General A. Installation of catch basin insert and appurtenances shalf be in accordance with the manufacture's drawings and recommended installation procedures. It is the Contractor's responsibility to verify a particular insert model will fit in the specified catch basins prior to installation. 29 B. The insert shall be designed to fit a standard catch basin grate that it is 30 contained in, be independent of the catch basin itself and be supported from 31 the frame, i.e. not requiring a permanent fastened attachment to the catch 32 basin. 33 C. When installed properly installed, the maximum height of the grate above the 34 top of the frame shall not exceed 3/16 inch and the grate shall be non 35 rocking. The insert shall not extend below the top of the catch basin outlet 36 pipe, obstructing its flow. 37 D. Contractor shall exercise extreme care in the site storage, transport, and 38 installation of the catch basin inserts, and appurtenant hardware. Damage as 39 a result of imprope"r handling or installation shall be the sole responsibility of 40 Contractor and shall be repaired in accordance with manufacturer 41 recommendations at no additional cost to Owner. 42 E. The installation of the catch basin inserts shall occur after the road surface 43 has been paved and surrounding area stabilized. The catch basin insert shall City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-22 RFB # 13-103 February 2013 � � � ' � � � ' , ' � � � � be cleaned and filter media replaced at no cost to the owner if installed and contaminated prior to stabilization. 3 7-20.3(2) Installation Warranty 4 Manufacturer's representative shall observe installation of the catch basin inserts 5 and shall provide a certificate of satisfactory installation to the Owner prior to 6 operation. 7 7-20.4 Measurement 8 Catch Basin Insert shall be measured per each insert installed. 9 10 11 12 13 14 15 16 17 18 19 20 21 7-20.5 Payment Payment will be made for the following bid items: "Catch Basin Insert", per each Payment will be made in accordance with Section 1-04.1 for Catch Basin Insert, per each. The unit contract price for the Catch Basin Insert shall be full pay for furnishing all labor, tools, equipment, and materials necessary to complete each unit according to the Plans and Specifications, including submittals, cleaning and fu�-nishing and placing of all accessories such as hardware, traps, flanges, and providing replacement media and other items as specified. �,�****� 7-21 STORMWATER TREATMENT SYSTEMS Section 7-21 is added: 22 7-21.1 Description 23 7-21.1(1) Work Included 24 This work consists of constructing the Storm Water Treatment and Pretreatment System of 25 the type and sizes designated in accordance with the Plans, Specifications in conformity 26 with the lines and grades. 27 7-21.1(2) Genera/ 28 A. Like items of equipment specified herein shall be the end products of one manufacturer 29 in order to achieve standardization for operation, maintenance, spare parts, and 30 manufacturer's service. 31 B. The use of the manufacturer's name and model or catalog number is for the purpose of , 32 establishing the standard of quality and general configuration only. Products of other 33 manufacturers will be considered in accordance with the General Conditions. i , , i � 34 7-21.1(3) Manufacturers' Services 35 A. A manufacturer's representative for the equipment specified herein shall be present on 36 the jobsite for a minimum of 3 person-days total, travel time excluded, for installation 37 assistance, inspection, and certification of the equipment installation and proper 38 operation. 39 7-21.1(4) Submittals 40 A. Submittals for the stormwater filters and pretreatment systems shall include the following 41 items in accordance with Division 1, GENERAL REQUIREMENTS. City of Federal Way RFB # 13-103 21st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-23 1 1. Shop Drawings for each stormwater treatment system installation including size, 2 location, inlet and outlet inverts, appurtenant piping, valves, access ways, venting 3 details; bedding, backfill, concrete top slab, and anchorage tiedown system details. 4 The concrete top slab design shall be prepared by a registered structural engineer 5 and provide HS-20 loading for each system. 6 7 8 9 10 11 12 2. Complete materials list. 3. Documentation of corrosion protection package elements and all site-specific protection needs. 4. Manufacturer's data and calculations to demonstrate compliance with product criteria included within these Specifications. 5. Manufacturer's recommended installation and maintenance procedures. 6. Manufacturer's certificate of satisfactory installation and warranty. 13 7-21.2 Materials 14 7-21.2(1) Stormwater Treafinent Systems 15 A. All stormwater filter and pretreatment system shall be precast structure delivered to the 16 site prepackaged and complete. 17 B. Stormwater Filter A shall include: 18 19 20 21 22 23 24 25 26 27 1. A precast concrete vault with a bank of inedia cartridges, as described under Conformance with Standards below. 2. Fittings and required extension piping for vents. 3. Access hatch, and galvanized steel ladders with required extensions. 4. Lifting lugs at balancing points for handling and installation. 5. Identification nameplates affixed to a prominent location, durable and legible throughout equipment life. 6. ABS manifold pipe shall meeting ASTM specification F628. PVC manifold pipe shall meet ASTM specification D1785 and PVC fittings shall meet ASTM specification D2466. 28 7. CSF Media: CSF media shall be made exclusively of composted fallen deciduous 29 leaves. Filter media shall be granular. Media shall be dry at the time of installation. 30 The CSF leaf inedia shall have a bulk density ranging from 40 to 50 Ib/fts and 31 particle sizes ranging from that passing through a 0.50 inch screen to that retained 32 on a U.S. Standard #8 sieve. 33 8. Precast Concrete Vault Components 34 35 36 37 38 39 a. Precast concrete vault shall be provided according to ASTM C857 and C858. b. Vault joint sealant shall be Conseal CS-101 or approved equal. c. If interior concrete baffle walls are provided, baffle walls shall be sealed to the interior vault walls and floor with a polyurethane construction sealant rated for use below the waterline, SikaFlex 1 a or equal. Contractor to provide sealant material and installation unless completed prior to shipment. City of Federal Way 21 st Avenue SW at SW 336th Street Intersection Improvements SP-24 RFB # 13-103 February 2013 � � � , � � , ll L� � LJ �I�I � � , i � , CJ � ' � , ' , ' �l �� ' � ' CJ � � LJ ' ' 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 d. Frames and covers shall be gray cast iron and shall meet AASHTO H-20 loading requirements, and shall be provided according to ASTM A48. e. Doors shall have hot-dipped galvanized frame and covers. Covers shalt have diamond plate finish. Each door shall be equipped with a recessed lift handle. Doors shall meet H-20 loading requirements for incidental traffic, at a minimum. f. Steps shall be c�nstructed of copolymer polypropylene conforming to ASTM D- 4101. Steps shall be driven into preformed or drilled holes once concrete is cured. Steps shall meet the requirements of ASTM C-478 and AASHTO M-199. The'/z" Grade 60 deformed reinforcing bar shall meet ASTM A-615. g. Ladders shall be constructed of aluminum and steel reinforced copolymer polypropylene conforming to ASTM D-4101. Ladder shall bolt in place. Ladder shall meet all ASTM C-497 foad requirements. Ladders provided upon request or where required. 9. Components Installed On Site a. Compact undisturbed sub-grade materials to 95% of maximum density at +/-2% of optimum moisture content. Unsuitable material below sub-grade shall be replaced to engineer's approvaL b. Concrete shall have an unconfined compressive strength at 28 days of at least 3000 psi, with 3/-inch round rock, a 4-inch slump maximum, and shall be placed within 90 minutes of initial mixing. c. Silicone Sealant shall be pure RTV silicone conforming to Federal Specification number TT S001543A or TT S00230C or Engineer approved. d. Grout shall be non-shrink grout meeting the requirements of Corps of Engineers CRD-0588. Specimens molded, cured and tested in accordance with ASTM C-109 shall have minimum compressive strength of 6,200 psi. Grout shall not exhibit visible bleeding. e. Backfill material shall be 3/4-inch minus crushed rock, or approved equal. The Stormwater Filter A shall be as follows : 29 StormFilterT"� manufactured by Contech Engineered Solutions with CSF O Media 30 C. Pretreatment Units A and B shall include: 31 32 33 34 35 36 37 38 39 40 41 42 A circular "swirl chamber" within a manhole to treat the incoming water containing a sludge retaining baffle and oil retaining baffle. ' Fittings and required extension piping for vents. Access manholes and galvanized steel ladders with required extensions. Lifting lugs at balancing points for handling and installation. Identification nameplates affixed to a prominent location, durable and legible throughout equipment life. The Pretreatment Unit A and Pretreatment Unit B shall be as follows or equal as approved by the Engineer: The systems shall have "General Use Level Designation" for TSS Pretreatment from the Washington State Dept of Ecology. See http://www.ecuwa.qov/proqrams/wq/stormwater/newtech/technoloq ies. html 43 CDS T"�' Stormwater Treatment System manufactured by Contech Engineered 44 Solutions City of Federal Way RFB # 13-103 21st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-25 1 The systems shall function as designed by the manufacture when fit within the plan 2 footprints and hydraulic profiles as shown on the plans. 3 D. Locking manhole frames and covers shall have the word "DRAIN" on the cover. 4 E. All metal parts shall be corrosion resistant. 5 7-21.2(2) Stormwater treatment system Bedding and Backfill 6 A. Bedding and backfill materials for stormwater treatment system installation shall be in 7 accordance with Section 7-05.3. 8 7-21.2(3) Conformance with Standards 9 The Stormwater Filter A, and with the respective pretreatment unit shall be capable of 10 removing 80% TSS. They shall conform to applicable ASTM standards for underground 11 precast concrete utility installation, and shall meet the following minimum performance and 12 sizing requirements: 2- year 15-minute KCRTS Treatment System Flow (cfs) Max. Pretreatment Min. Headloss at Pretreatment Treatment Treatment Sediment Flow (cfs)* Flow (inches) Storage (cy) A 1.07 0.38 6 1.3 � 8.33 13 *- Treatment flowrate = 0.35 X 2-year 2.9 8 2.1 14 Stormwater Filter A shall include a filter chamber with a bank of radial-flow, media-filled 15 cartridges. The cartridges shall filter stormwater observable from the surface and 16 horizontally across the media with siphonic action across the entire media area during the 17 treatment flow. Hoods and separate valves controlling flow to each media cartridge shall be 18 used to limit blockages to individual cartridges. 19 The hydraulic profiles and horizontal footprint of the Stormwater Filter and Pretreatment 20 Systems shall fit within the storm drain profiles and horizontal areas depicted for each 21 system on the plans. Site conditions will limit the selection of individual treatment units. 22 7-21.2(4) Warranties 23 A. Manufacturer shall warrant all products to be free from defects in materials and 24 workmanship for a minimum of 1 year from the date of installation. Manufacturer shall 25 inspect and repair or replace defective parts during warranty period at no additional cost 26 to Owner. 27 7-21.3 Construction Requirements 28 7-21.3(1) Genera/ 29 A. Installation of stormwater treatment systems and all appurtenances shall be in 30 accordance with the Drawings and the manufacturer's recommended installation 31 procedures, and fit within the footprint plan area and profile grades shown on the 32 Drawings. 33 B. Bedding and backfill for stormwater filter systems shall be installed in accordance with 34 Division 2, Earthwork. Refer to the Geotechnical Report for subsurface information. City of Federal Way RFB # 13-103 21st Avenue SW at SW 336th Street , February 2013 Intersection Improvements SP-26 � Ll ' , �_J � ' � , ' �I� ' , ' � � ' I'I� � ' ' ' , ' , , , ' � , � ' ' ' ' ' , 1 C. Contractor shall exercise extreme care in the site storage, transport, and instaliation of 2 the stormwater treatment system, and appurtenant piping. Damage as a result of 3 improper handling or installation shall be the sole responsibility of Contractor and shall 4 be repaired in accordance with manufacturer recommendations or replaced at no 5 additional cost to Owner. 6 D. Concrete placed for the Stormwater Filters and Pretreatment Systems shall be placed in 7 accordance with section 6-02 � 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 E. Shoring and extra excavation for the construction of the vaults is limited as specified in section 2-09. 7-21.3(2) Precast` Concrete Vault A. Set precast vault on crushed rock base material that has been placed in maximum 12- inch lifts, loose thickness, and compacted to at least 95-percent of the maximum dry density as determined by the standard Proctor compaction test, ASTM D698, at moisture content of +/-2% of optimum water content. B. Vault floor shall slope 1/4 inch maximum across the width and slope downstream 1 inch per 12 foot of length. Vault top finish grade shall be even with surrounding finish grade surface unless otherwise noted on plans. C. Inlet and outlet pipes shall be stubbed in and connected to precast concrete vault according to Engineer's requirements and specifications. D. If grout is used, Contractor to grout all inlet and outlet pipes flush with or protruding up to 2 inches into interior of vault. E. Overflow The stormwater filtration system shafl include an internal, offline overflow bypass. Water first enters an inlet bay that is separate from the cartridge bay and separate from the outlet bay. Low flows travel from the inlet bay, through a transfer opening and into the cartridge bay. High flows enter the outlet bay by topping a weir separating the inlet and outlet bay. Flow rates beyond the design flow shall not enter the cartridge bay. 30 7-21.3(3) Filter Cartridges 31 A. Filter cartridges shall be delivered with the vault. The Contractor shall protect the 32 cartridges from sediment and other debris during construction. Methods for protecting 33 the cartridges include but are not limited to: 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1. Remove cartridges from the vault and store appropriately. Cartridges shall be reinstalled to operate according to 3.4 B(see below). 2. If vault is equipped with underdrain bypass piping, Contractor may leave cartridges in the vault and allow stormwater entering collection system to bypass filter bay through underdrain bypass piping. 3. Leave cartridges in the vault and plug inlet and outlet pipe to prevent stormwater from entering the vault. The method ultimately selected shall be at Contractor's discretion and Contractor's risk. B. Filter cartridges shall not be placed in operation until the vault is clean and the project site is clean and stabilized (construction erosion control measures no longer required). The project site includes any surface that contributes storm drainage to the StormFilter. All impermeable surfaces shall be clean and free of dirt and debris. All catch basins, manholes and pipes shall be free of dirt and sediments. Contact CONTECH Stormwater Solutions to City of Federal Way RFB # 13-103 21st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-27 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 assist with system activation and/or inspect the system for proper installation once site is clean and stabilized. C. Contractor to install filter cartridges. 1) Filter Cartridges With CSF Media and Slip Connector Fittings: Tape shall be cleanly and completEly removed from manifold fitting openings. Spool pieces (slip fittings) shall be inserted without glue into all manifold fittings to be equipped with a�Iter cartridge. Filter cartridges shall be placed over the spool pieces to contact the vault floor. Plugs shall be inserted without glue in all manifold fittings not equipped with a filter cartridge. 2) Filter Cartridges with Threaded Connector Fittings: Tape shall be cleanly and completely removed from manifold fitting openings. Threaded connectors shall be glued and inserted into all manifold fittings to be equipped with a filter cartridge. Filter cartridges shall be threaded onto the connectors until they contact the vault floor. Plugs shall be inserted without glue in all manifold fittings not equipped with a filter cartridge. 3) Filter Cartridges with %-Turn Connector Fittings: Tape shall be cleanly and completely removed from manifold fitting openings. '/4-turn connects shall be glued and inserted into all manifold fittings to be equipped with a filter cartridge. Filter cartridges shall be turned onto the connector until they reach the hard stop on the connector — approximately'/4 revolution. Plugs shall be inserted without glue in all manifold fittings not equipped with a�Iter cartridge 21 7-21.3(4) Installation Warranty 22 Manufacturer's representative shall observe installation of the stormwater filters and shall 23 provide a certificate of satisfactory installation to Owner prior to operation. 24 7-21.3(5) Operafiona/ Testing 25 The Manufacturers shall participate in and observe operational testing of the stormwater 26 treatment systems for design performance. All observed problems shall be rectified prior to 27 Owner acceptance. 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 7-21.4 Measurement Stormwater Filter A will not be measured. Pretreatment Units A, and B will not be measured. Bedding associated with the complete stormwater treatment system will not be measured. 7-21.5 Payment Payment will be made for the following bid items: "Stormwater Filter A", per lump sum "Pretreatment Unit A", per lump sum "Pretreatment Unit B", per lump sum The lump sum contract prices for Stormwater Filter A, Pretreatment Unit A, Pretreatment Unit B shall be full pay for furnishing all labor, tools, equipment, and materials necessary to complete each system according to the Plans and Specifications, including removal of existing utilities, dewatering (if required), foundation material, bedding, compaction, connections to storm drains, top slab, surface restoration, testing and cleaning, submittals, and furnishing and placing of all accessories such as access covers, cast iron rings, traps, steps, grating, orifice plates, gate valves, flanges, and other hardware items. � LJ� C_J � ' ' � ' L. J � � ' ' ' u ' 45 "Structure Excavation Class B Incl Haul" and "Shoring or Extra Excavation Class B for � 46 Stormwater System A" shall be paid as specified in 2-09.5. City of Federal Way . RFB # 13-103 21 st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-28 , � ' 1 2 3 4 5 "Gravel Borrow for Trench Backfill Incl Haul" shall be used for backfill unless the engineer has approved the use of native material for backfill and shall be paid in accordance with 2- 09.5. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements END OF DIVISION 7 SP-29 RFB # 13-103 February 2013 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Division 8 Miscellaneous Construction 8-01 Erosion Control and Water Poilution Control 8-01.3 Construction Requirements 8-01.3(1) General Section 8-01.3(1) is supplemented with the�following: (April 1, 2002) Offsite Stormwater Stormwater is known to enter the project site at the following locations: Stormwater enters the existing stormwater pond at three locations: the southwest corner, southeast corner and midway along the east edge. 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. (April 3, 2006) Submittals Section 8-01.3(1)A is supplemented with the following: Prior to 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 surface waters. The plan shall include how the pH of the water will be maintained between pH 6.5 and pH 8.5 prior to being discharged from the project or entering surface waters. �******� 8-01.3(1)B Erosion and Sediment Control (ESC) Lead In this section, replace the term "Temporary Erosion and Sediment Control Plan" (TESC) with "Stormwater Pollution Prevention Plan" (SWPPP). Section 8-01.3(1)B is supplemented by the following; 4. The ESC Lead shall be responsible for the monitoring, reporting and recordkeeping requirements as specified in the Construction Stormwater General Permit and section 8-01.3(1)G. City of Federal Way 21 st Avenue SW at SW 336th Street Intersecrion Improvements SP-30 RFB # 13-103 February 2013 �J ' , � � ' ' � L. J , ' ' � � � � � , ' I �' ' ' ' � , , CI ' , !� I � ' ' ' , LJ 2 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 44 45 46 �******� 8-01.3(1)E Detention/Retention Pond Construction: Section 8-01.3(1)E is supplemented with the following: The primary measures of controlling sediment on the project shall be minimizing disturbed surfaces, effective slope protection, sediment control barriers and inlet protection. The Contractor shall design and construct a temporary sediment pond at the location of the existing pond to supplement the primary measures from disturbed areas of the project. The sediment pond shall be sized, constructed and maintained according to King County Surface Water Design Manual (KCSWDM) Appendix D, section D.3.5.2., including: Surface area, riser pipe design for the 10-year /15 minute peak flow rate from the largest area contributing to the pond during construction phasing; Emergency Overflow Spillway sizing/design for the 100-year /15 minute peak flow rate; Temporary inlet pipes, outlet pipes with their connections to the new and existing storm drains An inlet to outlet flow path that maximizes residence time in the pond Wire backed silt fence or equivalent permeable cell divider; straw bale dividers shall not be used Prior to constructing the pond, the Contractor shall a submit a layout and details for the pond in the SWPPP for approval by the Engineer. Schematic details and construction notes have been included in the Drawings on which to base more detailed design and construction. The pond shall be constructed in coordination with adjacent fill slope, storm sewer and vault construction to avoid conflicts and/or removal of previously completed work. Excavation and embankment construction for the temporary sediment pond shall be performed in conformance with section 2-03 for Roadway Excavation including Haul, Unsuitable Foundation Excavation Including Haul. Fill material for the pond embankments shall conform with Selected Material as specified in 2-03. After the projecYs disturbed areas are stabilized, the Contractor shall remove the temporary sediment pond, pipe riser and all required hardware. The pond site shall then be uniformly regraded to drain and reseeded to prevent erosion. �******� 8-01.3(1)F SWPPP PREPARATION AND GENERAL PERMIT COMPLIANCE Section 8-01.3(1)F is added: 47 The Contractor shall prepare a Storm Water Pollution Prevention Plan, (SWPPP) that they 48 shall use and implement in compliance with Department of Ecology's NPDES and State 49 Waste Discharge General Permit for Stormwater DiscMarges Associated With Construction 50 Activity (General Permit). This work shall include the following: City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-31 RFB # 13-103 February 2013 a. Preparing, revising, maintaining the SWPPP in compliance with the General Permit; 2 b. Designing and planning, sediment control/erosion control measures, (BMPs), 3 needed to meet general permit requirements (including engineering calculations for 4 temporary storage of construction stormwater); 5 c. Planning, performing and reporting of storm water monitoring. 6 For each construction stage the SWPPP shall be revised and updated by the Contractor, 7 and submitted for approval to the Engineer. The SWPPP and Contractor's revisions stiatl 8 consist of the Contractor's complete strategy to meet the requirements of the General 9 Permit. The Contactor shall include and modify as necessary the Site Preparation and 10 Erosion Control Plan drawings provided as part of the Contract Plans. The Contractor shall 11 review and modify the SWPPP as necessary to be consistent with the actual work schedule, 12 sequencing, and construction methods that will be used on the project. The SWPPP and 13 revisions shall meet the requirements of the General Permit. The Contractor shall provide 14 and maintain on-site the standby equipment and materials to comply with the General 15 Permit. 16 The original SWPPP and any Contractor revisions shall document all the erosion and 17 sediment control Best Management Practices (BMPs) proposed, whether permanent or 18 temporary. The plan shall document installation procedures, materials, scheduling, and 19 maintenance procedures for each erosion and sediment control BMP. The Contractor shall 20 submit the updated/revised SWPPP for the Engineer's approval before any work begins. 21 The Contractor shall allow at least five working days for the Engineer's review of the initial 22 SWPPP update or any revisions to the SWPPP. Failure to approve all or part of any such 23 plan shall not make the Contracting Agency liable to the Contractor for any work delays. The 24 Contractor may not begin work without an approved Contractor's SWPPP. 25 In addition, the SWPPP shall outline the procedures to be used to prevent high pH 26 stormwater or dewatering water from entering surface waters. The plan shall include how 27 the pH of the water will be maintained in compliance with the Construction Stormwater 28 General Permit in Appendix C prior to being discharged from the project or entering surFace 29 waters. 30 The Demolition and Erosion Control Plan included in the Plans shall be supplemented as 31 necessary to meet the General Permit requirements. As part of the lump sum item "SWPPP 32 Preparation and General Permit Compliance", the Contraetor shall plan for and design all 33 additional erosion control and water pollution control measures, systems, or BMPs 34 necessary to meet the requirements of the General Permit. 35 36 37 38 39 40 41 42 8-01.3(1)G Stormwater Monitoring Requirements Section 8-01.3(1)G is added: As part of the item SWPPP and General Permit Compliance, monitoring of stormwater shall be conducted for comparisons to benchmark values for turbidity and pH as described in the General Permit. The Contractor shall provide weekly stormwater monitoring of the project stormwater discharge locations for turbidity and pH as required for sites which disturb between 1 and 5 acres as described in the General Permit. In addition, the Contractor shall: 43 1. Review project maps, project definition, and the proposed construction schedule to 44 understand when and where construction activities have the greatest potential to impact 45 specific water quality parameters. City of Federal Way RFB # 13-103 21st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-32 �I u ' ' ' lJ , � �� � ' � LJ ' � u ' � ' � � � � � � � � 1 2. Assume two discharge locations to be monitored. Establish three speci�c project 2 sampling locations for monitoring at each discharge location to determine background, 3 outfall, and downstream water quality conditions. The Contractor shall assume: 4 5 II one discharge location for work on SW 336�' Street at a point where construction runoff discharges from the roadway east of 21St Ave SW. one discharge location for work on SW 336th Street at a point where construction runoff discharges from the roadway west of 21St Ave SW. 8 3. Develop a map to be included in the SWPPP for approval that identifies the Contractor's 9 proposed sampling station locations. Keep the map with the monitoring and reporting forms 10 so personnel responsible for monitoring, recording and reporting can understand the 11 locations and access the sampling stations. 12 4. Establish procedures that adapt to unanticipated events such as severe storms, schedule 13 adjustments, modified construction techniques, etc. Submit any modifications to the 14 procedures to the Project Engineer for approval. 15 5. Calibrate equipment according to manufacturers' recommendations and according to 16 their specified schedule. If data appears suspect, perform additional calibrations 17 immediately. 18 The Contractor shall complete all online reporting as required by the NPDES permit. � 19 Payment for planning performing and the related reporting/record keeping for the storm 20 water monitoring will be made under the lump sum item "SWPPP Preparation and General ,,,_ 21 Permit Compliance". � � 22 23 24 Turbidity and pH Exceedances Following any exceedances of the turbidity or pH benchmarks, the Contractor shall provide the following at no additional cost to the Contracting agency: 25 1. The necessary SWPPP revisions and on-site measures/revisions including additional 26 source control, BMP maintenance, and/or additional stormwater treatment BMPs that are 27 necessary to prevent continued exceedance of turbidly and/or pH benchmarks. 28 29 30 31 2. The regulatory notification to the Dept of Ecology and to the Engineer of any monitoring results requiring regulatory notification. 3. The additional daily sampling and reporting measures described in the General Permit to verify when project site runoff is in compliance. � 32 At no cost to the City, the Contractor shall be responsible for paying any fines levied against 33 the City for any failure by the Contractor to comply with the permit requirements as listed in 34 these specifications and as indicated in the permit(s) included in Appendix F. ' 35 36 � 37 38 39 � 40 41 42 ' 43 � 8-01.3(2) Seeding, Fertilizing and Mulching 8-01.3(2)B Seeding and Fertilizing Section 8-01.3(2)B is supplemented with the following: �******� Grass seed, shall be of the composition, proportion, and quality, and shall be applied at the rates shown in Section 9-14.2 on all areas requiring roadside seeding within the project. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-33 RFB # 13-103 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 Seeds shall be certified "Weed Free," indicating there are no noxious or nuisance weeds in the seed. 8-01.4 Measurement Section 8-01.4 is supplemented with the following: No separate measurement will be made for the lump sum item temporary sediment riser and pipes. No separate measurement for SWPPP, stormwater monitoring or additional daily monitoring if needed will be made. Seeding and Fertilizing by Hand will be measured by the square yard. No separate measurement for the lump sum item On-site and Off-site Water Management will be made. Seeding, Fertilizing, and Mulching will be measure by the acre. Silt Fence will be measured by the linear foot. No separate measurement for the lump sum item Stormwater Pollution Prevention Plan and Permit Compliance will be made. Unsuitable Foundation Excavation, Incl. Haul witl be measured by the cubic yard. Stabilized Construction Entrance will be measured by the square yard. Stormwater Pond Excavation incl. Haul will be measured by the cubic yard. Bioswale Seeding will be measured by the acre. No specific unit of ineasurement will be made for the force account item Erosion/water Pollution Control. Esc Lead will be measure per day. High Visibility Fence will be measured by the linear foot. Inlet Protection will be measured per each. 8-01.5 Payment Section 8-01.5 is supplemented with the following: All work to construct the temporary sediment pond will be paid at the unit bid prices for the following items included in the bid proposal: "Stormwater Pond Excavation including Haul", per cubic yard `Unsuitable Foundation Excavation Including Haul", per cubic yard "Seeding Fertilizing and Mulching", per acre "Seeding and Fertilizing by Hand" per square yard. "On-site and Off-site Water Management" per lum sum. "Silt Fence" per linear foot. "Stabilized Construction Entrance" per square yard. `Bioswale Seeding" per acre. "Erosion/water Pollution Control"., force account. "Esc Lead" , per day. "High Visibility Fence" , per linear foot. "Inlet Protection" , per each. "Stormwater Pollution Prevention Plan and Permit Compliance" , per lump sum. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-34 RFB # 13-103 February 2013 � � � � � � ��I � � � � r � ' V_� � � 1 2 �, 3 4 5 � 6 7 8 � � � � � � � The lump sum contract price for the "Stormwater Pollution Prevention Plan and Permit Compliance" shall be full pay for all costs associated with complying with the Special and General Conditions of the General Permit; including creating, submitting, modifying and maintaining the SWPPP; design and submittal of erosion and sediment control BMPs including the temporary sediment pond; providing, maintaining on site the standby equipment and materials to comply with the General Permit; providing all stormwater monitoring and reporting, and other specified SPPPP requirements. 9 8-02 Roadside Restoration 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 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 8-02.3 Construction Requirements 8-02.3(5) Planting Area Preparation Section 8-02.3(5) is supplemented with the following: � ******� Upon approval of subgrades by the Engineer, imported topsoil type A shall be placed to a compacted depth of six (6) inches in shrub and groundcover areas, in sides and bottoms of all tree and shrub pits to dimensions shown and four (4) inches in lawn areas. Lightly compact soil and establish a smooth and uniform finished grade that protects against obstruction to surFace drainage and ponding. Materials shall be placed so that after settlement of finished grades the top of the sod soil level will be even and '/4 to 'h inch below the top of sidewalks in lawn areas. For bark-mulched areas, finish grade of bark mulch shall be one (1) inch below top of curb or sidewalk. 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. 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(8) Planting Section 8-02.3(8) is supplemented with the following: Use loosened and replaced compacted mineral native soil without organics under tree rootball. Use topsoil on sides of tree rootball only. Use full depth of topsoil for shrubs and groundcovers. Trees shall be handled by the root ball, not by the trunk. Burlap and wire shall remain intact until trees are set in their final positions within each planting pit. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-35 RFB # 13-103 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 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 plant 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) backfilled, fill allow water to soak away. Fill the pits with additional topsoil and continue backfilling as detailed on the Plans. Water tr after planting. 8-02.3(10) Fertilizers Section 8-02.3(10) is supplemented with the foltowing: � � � with water and 1� to finish grade ees immediately �******� Fertilizer shall be a standard commercial grade of organic or inorganic fertilizer as speci�ed herein. All fertilizers shall be furnished in standard unopened containers with weight, name of plant nutrients and manufacturer's guaranteed statement of analysis clearly marked, in accordance with State and Federal law. Trees and shrubs shall be fertilized at a rate according to manufacturer's recommendations. Fertilizer tablets shall be slow release (20-10-15 NPK) Agriform or equal. The Contractor shall use (5) 21 gram tablets per tree and one (1) 10 gram tablet per shrub or groundcover. 8-02.3(91) Bark or Wood Chip Mulch Section 8-02.3(11) is supplemented with the following: (April 2, 2012) Bark mulch or wood chip mulch shall be placed to a uniform non-compacted depth of 2 inches over all planting areas. 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: �,�*****� Plant establishment shall consist of insuring resumption and continued growth of all 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 City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-36 RFB # 13-103 February 2013 � � � � � � � � � � 2 �, 3 4 5 � 6 7 �1 ,.,.. � �� r 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 limited to labor and materials necessary for removal and replacement of any rejected plant material planted under this contract. 8-02.4 Measurement The first paragraph of Section 8-02.4 is revised as follows: (April 2, 2012) Bark or wood chip mulch and Compost Amended Soil will be measured by the cubic yard in the haul conveyance at the point of delivery. Top Soil Type A will be measured by the cubic yard. Psipe Pyrus Calleryana 'Chanticleer' 2-1/2" Cal will be measured per each. Sod Lawn, Includes 4" topsoil will be measured by the square yard. Bark or Wood Chip Mulch will be measured by the cubic yard in the haul conveyance at the point of delivery. Compost Amended Soil will be measured by the cubic yard in the haul conveyance at the point of delivery. 8-02.5 Payment Section 8-02.5 is supplemented with the folPowing: (April 2, 2012) "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 all Costs for the Work including furnishing and applying bark or wood chip mulch. "PSIPE Pyrus Calleriana `Chanicleer' 2'h" Cal" per each The unit contract price per each for "PSIPE Pyrus Calleriana `Chanicleer' 2'/2" Cal" shall also include all topsoil type A, fertilizer, root barriers, tree stakes and ties as shown in the plans and called for in the Contract specifications. "Top Soil Type A", per cubic yard. "Sod Lawn, Includes 4" Topsoil", per square yard. "Compost Amended Soil", per cubic yard. 38 8-03 IRRIGATION SYSTEMS 39 40 41 42 43 44 45 46 47 48 8-03.3 Construction Requirements Section 8-03.3 is supplemented with the following: � ******� Private sprinkler irrigation systems found to encroach within the limits of improvemehts 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 shall furnish temporary water to disconnected existing irrigation systems. Private irrigation systems that have been City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-37 RFB # 13-103 February 2013 1 damaged during construction activities shall be repaired within 5 working days. The 2 Contractor shall be liable for any damage due to irrigation facilities damaged by his 3 operations and shall repair such damaged facilities to an "equal or better than" original 4 condition. This work will include, but not be limited to, cutting and capping existing pipe, 5 relocating existing risers and sprinkler heads new pipe heads and connections, and testing 6 of the system. Payment will be included in the unit bid item price for Repair Existing 7 Irrigation System per Section 8-03 these Standard Specifications. 8 8-03.4 Measurement 9 Section 8-04.2 is supplemented with the following: 10 1 'f 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 No specific unit of ineasure will apply to the force account item Repair Existing Irrigation Systems. 8-03.5 Payment Section 8-04.2 is supplemented with the following: "Repair Existing Irrigation Systems" by force account. 8-04 CURBS, GUTTERS, AND SPILLWAYS �*****� 8-04.2 Materials Section 8-04.2 is supplemented with the following: Type C Curb shall not be block type. 8-04.3(3) Painting of Curbs Section 8-04.3(3) is added with the following: 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: Painting of curbs will not be measured and is considered incidental to the unit price of the type of curb. Concrete Class 4000 for Integral Curb will be measured as speci�ed in Section 6-02.4. The curb shall be only that portion above the sidewalk; the concrete below the curb shall be included in the measurement in square yards of sidewalk. Wheel Stop, Precast will be measure per each. Precast Dual Faced Sloped Mountable Curb will be measured by the linear foot along the line and slope of the completed curb and gutter. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-38 RFB # 13-103 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 43 44 45 46 47 48 49 50 Precast Sloped Mountable Curb will be measured by the linear foot along the line and slope of the completed curb and gutter. Cement Conc. Tra�c Curb and Gutter will be measured by the linear foot along the line and slope of the completed curb and gutter. Extruded Curb, Type 6 will be measured by the linear foot along the line and slope of the completed curb and gutter. 8-04.5 Payment Section 8-04.5 is supplemented with the following: "Wheel Stop, Precast", per each. "Precast Dual Faced Sloped Mountable Curb", per linear foot. "Precast Sloped Mountable Curb", per linear foot. "Cement Conc. Traffic Curb and Gutter", per linear foot. "Extruded Curb, Type 6", per linear foot. 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES 8-06.3 Construction Requirements Section 8-06.3 is supplemented with the following: �******� Section 1-07 of these Special Provisions describes the restrictions to driveway closures and construction that will be in place for this contract. To meet these requirements, the Contractor may use a quick setting concrete. The Engineer shall approve the quick-setting mix prior to use. Driveway entrances shall be constructed per City of Federal Way Standard Details 8-06.5 Payment Section 8-06.5 is supplemented with the following: � ******� "Cement Conc. Pavement Approach 3-Day" per square yard. If the Contractor chooses to use a quick-setting concrete mix to meet the requirements of Section 1-07, it will be measured per the square yard and paid for as Cement Conc. Drivewav Entrance 3-Dav. Any additional costs to use such mix shall be incidental to the bid item for Cement Conc. Drivewav Entrance 3-Dav, and no additional payment will be made. 8-09 RAISED PAVEMENT MARKERS 8-09.3 Construction Requirements RPMs shall be installed per City of Federal Way Standard Details 8-09.4 Measurement Measurement of markers will be by units of 100 for each type of marker furnished and set in place. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-39 RFB # 13-103 February 2013 1 2 3 4 5 6 7 �ti 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 8-09.5 Payment "Raised Pavement Marker, Type 2", per Hundred. 8-12 Chain Link Fence and Wire F"ence 8-12.2 Materials Section 8-12.2 is supplemented with the following: (August 3, 2009) Coated Chain Link Fence Chain�link fence and gate fabric shall be hot-dip galvanized with a minimum of 0.8 ounce per square foot of surface area. Black Vinyl Coated Chain Link Fence Type 4 shall have a rigid top rail. Fencing and gate 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 Federal 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. 8-12.4 Measurement ``Black Vinyl Coated Chain Link Fence Type 4", will be measured by the linear foot. "Replace Chain Link Fence Fabric — 6 Ft", will be measured by the linear foot. Payment for clearing of fence line for "Chain Link Fence Type 3" shall be in accordance with Section 2-01.5. "End, Gate, Corner, Pull Post for Chain Link Fence", will be measured per each. "Double 14 Ft. Chain Link Gate", will be measured per each. 8-12.5 Payment Section 8-12.5 is supplemented with the following: (April 1, 2002) "Black Vinyl Coated Chain Link Fence Type 4", per linear foot. "Replace Chain Link Fence Fabric - 6 Ft" per linear foot. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-40 RFB # 13-103 February 2013 � � ,� � i �, � � � ;� � � � � 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 Payment for Replace Chain Link Fence Fabric-6 ft shall be full pay for all costs associated with protecting the fence posts to remain from damage, and reinstalling new fence fabric to tension, line and grades. ' Payment for clearing of fence line for "Chain Link Fence Type 3" shall be in accordance with Section 2-01.5. "End, Gate, Corner, Pull Post for Chain Link Fence", per each. "Double 14 Ft. Chain Link Gate", per each. 8-13 Monument Cases 8-13.1 Description Section 8-13.1 is deleted and replaced by the following: (March 13, 1995) This work shall consist of furnishing and placing monument cases, covers, and pipes and monuments in accordance with the Standard Plans and these Specifications, in conformity with the lines and locations shown in the Plans or as staked bjr the Engineer. 8-13.2 Materials Section 8-13.2 is supplemented with the following: (March 13, 1995) The pipe shall be Schedule 40 galvanized pipe. 8-13.4 Measurement Section 8-13.4 is deleted and replaced by the following: (March 13, 1995) Measurement of monument case, cover, and pipe and monument will be by the unit for each monument case, cover, and pipe furnished and set. 8-13.5 Payment Section 8-13.5 is supplemented with the following: (April 28, 1997) "Monument Case, Cover, and Pipe", per each. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-41 RFB # 13-103 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 8-14 Cement Concrete Sidewalks 8-14.1 Description ����� Section 8-14.1 is supplemented with the following: The work shall also include the construction of Metal Handrail in accordance with the City of Federal Way, Standard Drawing 3-25. 8-14.3 Construction Requirements Section 8-14.3 is supplemented with the following: (Apri14, 2011) The Contractor shall request a pre-meeting with the Engineer to be held 2 to 5 working days before any work can start on cement concrete sidewalks, curb ramps or other pedestrian access routes to discuss construction requirements. Those attending shall include: 1. The Prime Contractor and Subcontractor in charge of constructing forms, and placing, and finishing the cement concrete. 2. Project Engineer (or representative) and Project Inspectors for the cement concrete sidewalk, curb ramp or pedestrian access route Work. Items to be discussed in this meeting shall include, at a minimum, the following: 1. Slopes shown on the Plans. 2. Inspection 3. Traffic control 4. Pedestrian control, access routes and delineation 5. Accommodating utilities 6. Form work 7. Installation of detectable warning surfaces Section 8-14.3 is supplemented with the following: �******� Contractor will fietd verify the elevation differential required to construct the concrete steps to the City of Federal Way codes. 8-14.3(6) Handrail New section 8-14.3(6) is added: City of Federal Way 21 st Avenue SW at SW 336th Sh�eet Intersection Improvements SP-42 RFB # 13-103 February 2013 � �' 1 Handrail shall conform to City of Federal 1lVay Standard Plan 3-25. 2 8-14.4 Measurement � 3 �******� 4 Section 8-14.4 is supplemented with the following: � � 1 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 � � Cement Conc Curb Ramp Type Modified A will be measured by the square yard. Cement Conc Curb Ramp type Modified B will be measured by the square yard. Cement Conc Curb Ramp Type Modified C will be measured by the square yard. Cement Conc Curb Ramp Type Modified D will be measured by the square yard. Cement Conc Curb Ramp Type Parallel A will be measured per each. Cement Conc Curb Ramp type parallel B will be measured per each. Cement Conc. Curb Ramp type A wilt be measured per each. Cement Conc. Curb Ramp type B will be measured per each. Cement Conc. Curb Ramp Type C will be measured per each. Cement Conc. Sidewalk will be measured by the square yard. No separate measurement will be made for thickened edge sidewalk. 8-14.5 Payment �******� Section 8-14.5 is supplemented with the following: "Cement Conc Curb Ramp Type Modified A", per square yard. "Cement Conc Curb Ramp Type modified B", per square yard. "Cement Conc Curb Ramp Type modified C", per square yard. "Cement Conc Curb Ramp Type parallel A", per each. "Cement Conc Curb Ramp Type parallel B", per each. "Cement Conc. Curb Ramp Type A", per each. "Cement Conc. Curb Ramp Type B", per each. "Cement Conc. Curb Ramp Type C", per each. "Cement Conc. Sidewalk", per each. SECTION 8-15, RIPRAP 8-15.5 Payment "Quarry Spalls", per ton 8-20 Illumination, Traffic Signal Systems, and Electrical 8-20.1 Description Section 8-20.1 is replaced with the following: Work includes furnishing and installing all materials necessary to provide: 1. New tra�c signal at Southwest 336th Street at 2400 block 2. Modified traffic signal at 21st Avenue Southwest and Southwest 334th Street 3. New traffic signal at 21st Avenue Southwest and Southwest 336th Street / Southwest Campus Drive 46 4. Modified traffic signal at 19th Avenue Southwest and Southwest Campus Drive City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-43 RFB # 13-103 February 2013 � 1 5. Fiber optic traffic signal interconnect mcludmg between the new signal on the 2400 block � 2 of Southwest 336th Street and the intersection of 9th Avenue South and South 348th 3 Street and along 21 st Avenue Southwest befinreen Southwest 334th Street and � 4 Southwest 344th Street. 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 6. Installation of pan-tilt-zoom traffic surveillance cameras at each new and modified traffic signal. 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 tra�c 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 signal 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. This work will also include the installation of a complete, functional illumination system. 8-20.1(1) Regulations and Code The first and second sentences of the first paragraph are deleted and replaced with the following: 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 Industries Alliance, Institute of Electrical and Electronics Engineers (IEEE), the American Society for Testing and Materials (ASTM), the American Association of State Highway and Transportation City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-44 RFB # 13-103 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 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: Where applicable, materials shall conform to the latest requirements of the Washington State Department of Labor and Industries and Puget Sound Energy. 8-20.1(2) Industry Codes and Standards The following is added at the end of the first paragraph of this section: Nationat 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: 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)A of the Standard Specifications). Requirements for signal equipment and materials are contained in Section 9-29 of the Standard Specifications and Section 9-29 of these Specifications. 8-20.2(1) Equipment List And Drawings Section 8-20.2 is supplemented with the following: The first paragraph is deleted and replaced with the following: Within one (1) week following the pre-construction conference, the Contractor shall submit to the Engineer a completed "Request for Approval of Materials" that describes the material proposed for use to fulfill the Plans and Specifications. Manufacturer's technical information shall be submitted for signal, electrical and luminaire equipment, all wire, conduit, junction boxes, and all other items to be used on the project. Approvals by the Engineer must be received before material will be allowed on the job site. Materials not approved will not be permitted on the job site. The following is added at the end of this section: (March 13, 1995) Pole base to light source distances (H1) for lighting standards with pre-approved plans shall be as noted in the Plans. City of Federal Way 21 st Avenue SW at SW 336th Street Intersection Improvements SP-45 RFB # 13-103 February 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 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) Pole base to light source distances (H1) for lighting standards with pre-approved plans will be determined or verified by the Engineer at the request of the Contractor prior to fabrication. Pole base to light source distances (H1) for lighting standards without pre-approved plans and for combination traffic signal and lighting standards will be furnished by the Engineer as part of the final approved shop drawings prior to fabrication. (March 13, 1995) If traffic signal standards, strain pole standards, or combination traffic signal and lighting standards are required, final verified dimensions including pole base to signal mast arm connection point, pole base to light source distances (H1), mast arm length, offset distances to mast arm mounted appurtenances, and orientations of pole mounted appurtenances will be furnished by the Engineer as part of the final approved shop drawings prior to fabrication. 22 8-20.3 Construction Requirements 23 24 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 8-20.3(1) General Section 8-20.3(1) is supplemented with the following: Signal System Changeover The Contractor shall provide a detailed work plan for the signal system changeover to be approved by the Engineer. They shall not deviate from the work plan without prior written approval from the Engineer. The work plan shall show the exact date of the signal system changeover. The changeover of the signal equipment shall commence after 8:30 AM and be completed by 3:00 PM on the same day. During changeover, traffic control shall be provided. The exact work plan and schedule for changeover shall be pre-approved by the Engineer. See Section 1-10 of these Special Provisions. Delivery of Removed Items All salvaged signal materials shall become the property of the Contractor, except the existing controller cabinet and all its contents shall remain as property of the City. Removed electrical equipment which remains the property of the Contracting Agency shall be delivered to: King County Signal Shop 155 Monroe Avenue NE Renton, Washington 98056 Phone: City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-46 RFB # 13-]03 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 Forty eight (48) working hours advance notice shall be communicated to both the Engineer and the Signal Technician at the address listed above. Delivery shall occur during the hours of 8:00 a.m. to 2:00 p.m. Monday through Friday. Material will not be accepted without the required advance notice. Equipment damaged during removal or delivery shall be repaired or replaced to the Engineer's satisfaction at no cost to the Contracting Agency. The Contractor shall be responsible for unloading the equipment where directed by the Engineer at the delivery site. Contractor Owned Removals All removals associated with an electrical system, which are not designated to remain the property of the Contracting Agency, shall become the property of the Contractor and shall be removed from the project. The Contractor shall: 1. Remove all wires for discontinued circuits from the conduit system or as directed by the Engineer. 2. Remove elbow sections of abandoned conduit entering junction boxes or as directed by the Engineer. 3. Abandoned conduit encountered during excavation shall be removed to the nearest outlets or as directed by the Engineer. 4. Remove foundations entirely, unless the Plans state otherwise. 5. Backfill voids created by removal of foundations and junction boxes. Backfilling and compaction shall be performed in accordance with Section 2-19 09.3(1)E. Signal Display Installation Signal displays shall be installed no more than 30 days prior to scheduled signal turn on or changeover. Signal displays and reflectorized backplates when installed prior to signal turn-on or changeover shall be covered and not visible to vehicular traffic at any time. (NWR May 15, 2000) Energized Equipment Work shall be coordinated so that electrical equipment, with the exception of the service cabinet, is energized within 72 hours of installation. (NWR June 20, 1995) Pole Removal Poles designated for removal shall not be removed prior to approval of the Engineer. (NWR October 31, 2005) Construction Core Installation The Contractor shall coordinate installation of construction cores with Contracting Agency maintenance staff through the Engineer. The Contractor shall provide written notice to the Engineer, a minimum of seven working days in advance of proposed installation. The Contractor shall advise the Engineer in writing when construction cores are ready to be removed. (NWR May 15, 2000) City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-47 RFB # 13-103 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 50 Electrical Equipment Removals Removals associated with the electrical system shall not be stockpiled within the job site without the Engineer's approval. 8-20.3(2) Excavating and Backfilling Section 8-20.3(2) is supplemented with the following: The Contractor shall supply all trenching necessary for the complete and proper installation of the traffic signal system, interconnect conduit and wiring, and illumination system. Trenching shall conform to the following: 1. In paved areas, edges of the trench shall be sawcut the full depth of the pavement and sawcuts shall be parallel. All trenches for placement of conduit shall be straight and as narrow in width as practical to provide a minimum of pavement disturbance. The existing pavement shall be removed in an approved manner. The trench bottom shall be graded to provide a uniform grade. 2. Trenches located under existing traveled ways shall provide a minimum of 24 inches cover over conduits and shall be backfilled with 21 inches of controlled density fill, vibrated in place, followed by either 3 inches minimum of HMA CI 1/2" PG 58 -22 , or a surface matching the existing pavement section, whichever is greatest. The asphalt concrete surface cuts shall be given a tack coat of asphalt emulsion (CSS-1) or approved equal immediately before resurfacing, applied to the entire edge and full depth of the pavement cut. Immediately after compacting the new asphalt surface to conform to the adjacent paved surface, all joint� between new and original pavement shall be filled with joint sealant meeting the requirements of Section 9-04.2. 3. Trenches for Schedule 40 PVC conduits to be located under existing sidewalks and driveways shall be installed to conform with the City of Federal Way Luminaire Electrical Trench Detail. Such trenches shall be backfilled with bedding material two inches (2") above and below the conduit, with the remaining depth of trench backfilled with Gravel Borrow for Trench Backfill Incl Haul. Native material may be used upon approval of the Engineer. Sidewalks and driveways shall be removed and replaced as specified. � 4. Trenches for Schedule 40 PVC conduits to be located within the right-of-way and outside the traveled way shall have a minimum of finrenty-four inches (24") cover over conduits. Such trenches shall be backfilled with bedding material two inches (2") above and below the conduit, with the remaining depth of trench backfilled with bank run gravel unless the Engineer determines that spoils from the trench excavation are suitable for backfill. 5. When trenches are not to be placed under sidewalks or driveways, the backfill shall match the elevation of the surrounding ground, including a matching depth of top soil, mulch and/or sod if necessary to restore the trench area to its prior condition. 6. Contractor shall use joint trench where possible. Backfill shall be carefully placed so that the backfilling operation will not disturb the conduit in any way. The backfill shall be thoroughly mechanically tamped in eight-inch (8") layers with each layer compacted to ninety-five percent (95%) of maximum density in traveled ways, and ninety percent (90%) of maximum density elsewhere at optimum soil moisture content. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-48 RFB # 13-103 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 50 51 52 Gravel Borrow for Trench Backfill shall conform to Section 2.09 of the Standard Specifications and these Special Provisions. Bedding material shall conform to Section 2.09 of the Standard Specifications and these Special Provisions. All trenches shall be properly signed and/or barricaded to prevent injury to the public. All traffic control devices to be installed or maintained in accordance with Part VI of the Manual on Uniform Traffic Control Devices for Streets and Highways, latest edition, and as specified elsewhere in these Specifications. 8-20.3(4) Foundations Section 8-20.3(4) is supplemented with the following: The foundation for the controller and service cabinets shall conform 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 for the Type I traffic signal poles shall conform to Standard Plan J-21.10-01. Foundations for the Type I I and Type III traffic signal poles shall conform to details on the Signal Standard Sheet in the Plans. Foundations for 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 shall 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 shall be constructed in a single pour to the bottom of the cement concrete sidewalk. The sidewalk shall be constructed in a sep2rate pour. Pole foundations not within the sidewalk area shall incorporate a 3-foot by 3-foot by 4-inch-thick cement concrete pad set flush with the adjacent ground: Where the pad abuts a sidewalk, the pad shall extend to the sidewalk and the top of the pad shall be flush with the sidewalk. A construction joint shall be provided between the two units. 8-20.3(4)A Controller Foundations NEW SECTION The controller foundation shall conform to the City of Federal Way's Drawing No. 3-45, 3-45A, 3-45B and 3-45C included in the Appendix of these Specifications. Additionally, the pad mount shall conform to the following: 1. The concrete pedestal height shall be 10 inches. A 10 inch aluminum riser shall be installed on the concrete pedestal. 2. The spare two-inch conduit shall run to the nearest junction box. 3. Conduits shall be centered horizontally except service conduit which placed at the side of the power panel. 4. Pedestal shall be tapered from top to bottom at 1:10 on all four sides. 5. Unit shall be mounted on a cement concrete pad per Plan Details. cabinet shall be 6. Conduits shall be placed in the front 1/3 of the foundation. Foundations City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-49 RFB # 13-103 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 50 51 constructed with conduits located within the three (3) inch cabinet mounting flange shall be removed and reconstructed. Modification of the three (3) inch cabinet mounting flange will not be accepted. The service cabinet foundation shall also be constructed on the larger cement concrete pad noted on the Plans and shall conform to the City of Federal Way's Drawing No. 3-45 included in the Appendix of these Specifications. 8-20.3(5) Conduit • Section 8-20.3(5) is supplemented with the following: All conduits for signal cable, illumination circuits, and interconnect systems under roadways and driveways shall be rigid galvanized steel or Schedule 80 polyvinyl chloride (PVC). Schedule 40 PVC may be used when not under the roadway or driveways. All conduits shall have a minimum buried depth of finrenty-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 befinreen 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 of the owner/type name and a unique conduit number or color. The owner name shall be approved by the Engineer prior to starting work. The recommended owner/type abbreviations are: PSE — Puget Sound Energy CLINK — CenturyLink COMCAST(AT&T)/C — Cable COMCAST(AT&T)/F — Fiber SIC — City Signal Interconnect City Spare — City spares Cobra — COBRA luminaire system The traffic signal interconnect along SW 336'h St and SW Campus Dr between 19th Ave SW and 24tth PI SW shall be placed, where ever feasible, in the joint utility trench being constructed under this contract. This work shall be coordinated with the other utilities to ensure a 2" conduit is provided solely for the traffic signal interconnect (NWR August 10, 2009) City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-50 RFB # 13-103 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 Conduit Seal, Detectable Tape and Location Wire Upon installation of wiring, all conduits entering pad mounted cabinets, all conduit entering ITS hubs, and all ITS conduit 2 inches in diameter or larger shall be sealed with an approved mechanical plug at both ends of the conduit run. Installation of inechanical plugs shall conform to the manufacturer's recommendations. Upon installation of wiring at other locations, conduit shall be sealed with duct seal. Upon installation of the pull string, spare conduit shall be plugged. A pull string rated for 200 Ibs. or greater shall be installed in all spare conduits. Detectable underground warning tape shall be placed 12-inches above all innerduct installed in trenches. Location 14 AWG stranded orange USE insulated wire shall be placed in conjunction with all innerduct installed in trenches. The location wire shall be placed directly above the conduit containing innerduct in single conduit installations or befinreen the conduits containing innerduct in multiple conduit installations. Location wire routed into pull boxes or cable vaults shall be attached to the "C" channel or the cover hinge bracket with stainless steel bolts and straps. A 1-foot loop of locate wire shall be provided above the channel as shown in the Plans. (NWR October 16, 2006) 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 tra�c 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 boring pit plan shall be prepared by and bear the seal and signature of a Washington State licensed Professional Civil Engineer. Installed casing pipe shall be free from grease, dirt, rust, moisture and any other deleterious contaminants. Commercial concrete meeting the requirements of Section 6-02.3(2)B may be used to seal the casing. 8-20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes Section 8-20.3(6) is supplemented with the following: Unless otherwise noted in the Plans or approved by the Engineer, junction boxes, cable vaults and pull boxes shall not be placed within the traveled way or shoulders. City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-51 RFB # 13-103 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 All junction boxes, cable vaults, and pull boxes placed within the traveled way or paved shoulders shall be heavy-duty. Junction boxes shall not be located within the traveled way, wheelchair ramps, or driveways, or interfere with any other previous or relocated installation. The lid of the junction box shall be flush with the surrounding area and be adequately supported by abutting pavements or soils. Junction boxes, cable vaults and pull boxes which are placed within the sidewalk shall have slip resistant lids which meet the 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. Approved slip resistant surfaces shall have coefficient of friction of no less than 0.6 and have a proven track record of outdoor application which lasts for at least 10 years. Wiring shall not be pulled into any conduit until all associated junction boxes have been adjusted to, or installed in, their final grade and location, unless installation is necessary to maintain system operation. If wire is installed for this reason, sufficient slack shall be left to allow for future adjustment. Adjustments involving raising or lowering the junction boxes shall require conduit modification if the resultant clearance between top of conduit and the junction box lid becomes less than 6 inches or more than 10 inches. Wiring shall be replaced for full length if sufficient slack as specified in Section 8-20.3(8) is not maintained. No splicing will be permitted. Junction boxes Type 1 and 2 shall meet the requirements of WSDOT Standard Plan J-40.10-01. Type 8, junction boxes shall meet the requirements of WSDOT Standard Plan J-40.30-01. Junction boxes shall be inscribed based upon system per WSDOT Standard Plan J-40.30.01. Junction box lids and frames shall be grounded per Section 8-20.3(9). 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: 1. Excavation and backfill shall be in accordance with Section 2-09. Excavation for junction boxes, cable vaults and pull boxes shall be su�cient to leave one foot in the clear befinreen 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 City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-52 RFB # 13-103 February 2013 � �. `� � �� . � � � � �� �� � � 1 2 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 compacted or undisturbed foundation. The crushed surfacing shall be compacted in accordance with Section 2-09.3(1)E. 3. After installation, the lid/cover shall be kept bolted down during periods when work is not actively in progress at the junction box, cable vault or pull box. 4. Before closing the lid/cover, the lid/cover and the frame/ring shall be thoroughly brushed and cleaned of all debris. There shall be absolutely no visible dirt, sand or other foreign matter between the bearing surfaces. 5. When the lid/cover is closed for the final time, a liberal coating of anti37 seize compound shall be applied to the bolts and nuts and the lid shall be securely tightened. 6. Hinges on the Type 4, 5 and 6 junction boxes shall be located on the side of the box, which is nearest to adjacent shoulder. Hinges shall 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 shall 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 removed 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 supplemented with the following: The following is inserted between the 3`d and 4th paragraph of this section: Loop wires will be spliced to lead in wires at the junction box with an approved mastik tape, 3-M 06147 or equal, , leaving 3 feet of loose wire. Connectors will be copper and sized for the wire. Mastik splice ma#erial will be centered on the wire and folded up around both sides and joined at the top. Splice will then be worked from the center outward to the ends. The ends will be visible and fully sealed City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-53 RFB # 13-103 February 2013 1 2 3 4 5 6 7 8 around the wire. The end of the lead-in cables shall have the sheathing removed 8 inches and shall be dressed external to the splice. The 9th paragraph of this section is deleted and replaced with the following: Fused quick disconnect kits shall be of the SEC type or equivalent. Underground illumination splices shall be epoxy or underground service buss/lighting connector kits. Installation shall conform to details in the Standard Plans. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements � SP-54 RFB # 13-103 February 2013 � I � 1 The 14th paragraph, items 1-4, of this section are deleted and replaced with the following: 2 � Phases 1 2 3 4 5 6 7 8 A B Emergency Orange (B+) 581 584 587 590 Vehicle Yellow (Call) 582 585 588 591 Preemption Blue (BB) 583 586 589 592 Vehicle Red 611 621 631 641 651 661 671 681 691 601 Heads Orange 612 622 632 642 652 662 672 682 692 602 Green 613 623 633 643 653 663 673 683 693 603 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 Loop1 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 Loop 4 818 828 838 848 858 868 878 888 898 808 Vehicle 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 2 914 924 934 944 954 964 974 984 994 904 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 6 City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-55 RFB # 13-103 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 50 51 The following is added at the end of this section: All signal cable shall be consistent with Section 9-29.3 of the Standard Specifications. The end of every conductor at each wire termination, splice, connector or device, shall have a PVC wire marking sleeve bearing as its legend the circuit number indicated in the wiring schematic drawing. Where terminal strips are used as a connecting device between conductors, the terminal strips shall also bear the circuit number. Cable entering cabinets shall be neatly bundled and wrapped. Each wire shall bear the circuit number and be thoroughly tested before being connected to the appropriate terminaL Circuit conductors shall be standard copper wire in alt conduit runs with size specified on the Plans. Conductors from luminaire bases to the luminaire fixture shall be minimum No. 14 AWG pole and bracket cable. (NWR April 14, 2003) Wire Labels At each junction box, all illumination wires, power supply wires, and communication cable shall be labeled with a PVC marking sleeve. For illumination and power supply circuits the sleeve shall bear the circuit number. For communication cable the sleeve shall be marked "Comm.". (NWR March 13, 1995) Wire Splices All splices shall be made in the presence of the Engineer. (NWR May 1, 2006) Illumination Circuit Splices Temporary splices shall be the heat shrink type. 8-20.3(8)A COPPER INTERCONNECT CABLE INSTALLATION NEW SECTION Copper interconnect cable shall be 12 pair No. 19 AWG communications cable meeting IMSA Specification No.40-20-1984. A 12 position terminal block shall be mounted on a panel on the rack on the interior side of the controller cabinet. Interconnect cables shall not be spliced or terminated except inside the traffic signal controller cabinet at terminal panel locations. , 8-20.3(8)B FIBER OPTIC CABLE INSTALLATION NEW SECTION Fiber optic cable conduit shall be installed along SW Campus Drive between the existing underground interconnect conduit which terminates at 9th Ave S and S 348t" Street and the proposed underground interconnect conduit which terminates 10th Ave SW . The Contractor will also make fiber terminations at all signalized intersections including and befinreen SR 99 and 10th Avenue SW, including the installation of Ethernet switches. 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 Coming ALTOS All-Dielectric Cable or approved equal. City of Federal Way RFB # 13-103 21st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-56 � � � � � 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 Fiber Optic Cable Submittals , Within a minimum of five (5) calendar days prior to anticipated construction, the Contractor shall provide all 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. 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 pulling 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 optic cable in junction boxes or vaults will not be permitted. All termination splicing will take pface in the traffic signal controller cabinets. All work areas shall be clean and orderly at the completion of work and at times required by the Engineer during the progress of work. City of Federal Way RFB # 13-103 21st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-57 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 Fiber Optic Cables shall be installed in continuous lengths without intermediate splices throughout the project, except at the location(s) specified in the Plans. 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 shall the cable's minimum bending radius specifications be violated. In all cable vaults and/or junction boxes designated in the plans, minimum cabfe slack of 15 yards shall be left by the Contractor, unless otherwise specified in the plans. The cable slack 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 shall not exceed 30 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 installed 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 specified fiber optic cables. minimum requirements for splicing and connecting of the Unless otherwise directed by the Engineer, underground splicing of fiber optic cable in junction boxes or vaults will not be permitted. All 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 specified. All fusion splicing equipment meeting all industry standards bolted together with stainless City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements shall be in good working order, properly calibrated, and and safety regulations. Splices shall utilize finro half shel(s steel bolts and be fitted neoprene gasket. Selected splices RFB # 13-103 February 2013 SP-58 � � �� � � � � � � � � 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 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 for fiber optic disposal, removed from the job site, and disposed of in an environmentally acceptable manner. The Contractor 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 0.20 dB. 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. 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 typ� 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 approved equal. Panel(s) shall be wall mountable. Mounting 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-builY' drawings showing the exact cable route to the Engineer. Information 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 City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-59 RFB # 13-103 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 50 51 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 loss testing shall be used to measure end-to-end attenuation on each new fiber installed between a�eld 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 �ber IDs 4. Near end and far end test locations 5. End-to-end attenuation 6. Date, time and operator Optical Time Domain Reflectometer (OTDR Testing) An optical time domain reflectometer (OTDR) with recording capability shall be utilized to test the end-to-end 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 internal masking to allow the entire cable section to be tested. This may be achieved by using an optical fiber pigtail 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 lateral 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 following information shall be documented for each fiber test measurement: X-Y scatter plot for fiber length Wavelength Refraction index Fiber type Averaging time Pulse width Cable and fiber IDs Near end and far end test locations City of Federal Way RFB # 13-103 21 st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-60 � � � � �� � � � � � � 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 Date, time, and operator Event tabie that includes: event ID, type, location, 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 acceptance 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 shall be on a compact disk and include one licensed copy of the applicable OTDR reader program. The following information shall be included in each test result submittal: 1. Contract number, contract name, Contractor name and address. 2. Dates of cable manufacture, installation and testing. 3. Cable specifications. 4. Locations of all splices. 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 finro locations in each fiber vault. All coiled cable shall be protected to prevent damage to the cable and �bers. 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 service manuals, and procedures for factory testing and system acceptance testing specified elsewhere herein. The Contractor shall submit three (3) copies of the documentation specified above prior to installation of the cable or components described in the submittal. In addition, the Contractor shall submit three (3) copies of an overall system wiring schematic and termination chart for the installed elements (operation and maintenance manuals). All documentation for each individual element shall be neatly bound in a way for the information is secured together and is totally legible without removing the information from the binding. This documentation shall be in addition to any other data, shop drawings, etc. required to be submitted as specified in these Special Provisions. 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 City of Federal Way RFB # 13-103 21 st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-61 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 53 successfully completed testing. This quality assurance shall cover each piece of equipment and shall be provided by the manufacturer or agent of said equipment. 8-20.3(8)C Video, Voice, and Data Distribution and Transmission Systems New Section All wiring, cable, and cords associated with this equipment shall be neatly dressed and secured to the rack frames or cable trays by nylon ties. Documentation Documentation for each system element shall consist of the manufacturer's name and model number, serial number when available, materials and operating specifications, wiring schematic and parts list, owners manuals, factory service manuals, and procedures for factory testing and system acceptance testing specified elsewhere herein. The Contractor shall submit three (3) copies of the documentation specified above prior to installation of the cable or components described in the submittal. In addition, the Contractor shall submit three (3) copies of an overall system wiring schematic and termination chart for the installed elements (operation and maintenance manuals). All documentation for each individual element shall be neatly bound in a way for the information is secured together and is totally legible without removing the information from the binding. This documentation shall be in addition to any other data, shop drawings, etc. required to be submitted as specified in these Special Provisions. Warranty The Data Distribution and Transmission Systems and components shall be provided with a one-year, on-site parts 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. 8-20.3(9) Bonding and Grounding Section 8-20.3(9) is supplemented with the following: At points where shields of shielded conductors are grounded, the shields shall be neatly wired and terminated on suitable grounding lugs. Junction box lids and frames shall be grounded in accordance with Department of Labor and Industries standards, and shall be grounded so that the ground will not break when the lid is removed and laid on the ground next to the junction box. All conduits which are not galvanized steel shall have bonding wires between junction boxes. Ground rods shall be copper clad steel, 3/4-inch in diameter by 10-feet long, connections shall be made with termite welds. At points where wiring shields of shielded conductors are grounded, the shields shall be neatly wired and terminated on suitable grounding lugs. (NWR August 21, 2006) 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. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-62 RFB # 13-103 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 54 8-20.3(10) Services, Transformer, Intelligent Transportation System Cabinet Section 8-20.3(10) is supplemented with the following: Power source shown in the Plans is approximate only; exact location will be determined in the field. The Contractor shall apply for an electrical service connection with Puget Sound Energy and make arrangements for a new electrical service connection. The Engineer will approve Electricaf Service Installations. The Contractor shall request the City of Federal Way Building Division to perform required inspections for service approval. Electrical service is detailed in the Plans. The Contractor shall notify the City of Federal Way inspector when the service is ready for connection. A two-circuit electrical service shall be used at 240/120 volts, 60 Hz AC. The underground electrical service shall be brought to the load center in minimum 2-inch conduit. Wire sizes and conduit terminations between the load center and the connection location shall meet the requirements 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 service to ten feet up the power pole from which service is provided. Stand-off brackets 14 inches long shall be installed on the pole every ten feet. In addition, the Contractor shall provide service conductors from the electrical service to the top of the conduit on the power pole with 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 following: The signal including UPS equipment shall be put into operation by King County personnel. The Contractor shall be present during the turn-on with adequate equipment to repair any deficiencies in operation. The Contractor shall notify King County five working days in advance of any signal turn-on. Turn-on shall not be allowed on Fridays, weekends, holidays, or the day preceding a holiday. Before final acceptance, a field test of the installation shall be performed for 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 the following: City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-63 RFB # 13-103 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 50 51 As shown on the Plans, the Contractor shall replace portions of the illumination systems � as shown on the plans. The Contractor shall also reconnect the existing illumination system 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: All new and relocated metal light standards shall be numbered per City of Federal Way Development Standard Drawing number 3-39B. Section 8-20.3(13)A is supplemented with the following: (NWR May 1, 2006) Slip Base When slip bases are installed, the conduit, anchor bolts, and other obstructions shall terminate at a height below the elevation of the top of the bottom slip plate. 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 Phillips Lumec order shall 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, ballast module, ballast tray, weld cover, base cover and GFI receptacle. Cvclone Liqhtinq order shall include: 1. Cyclone Lighting Bracket product number CP1450-3'6"-C1-T40-RAL6012TX-CAZ- 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. All standards shalL• 1.) Be installed with breakaway bolts per the standard plans included in these Specifications. 2.) Be of the color GN8-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: City of Federal Way 21 st Avenue SW at SW 336th Street Intersecrion Improvements SP-64 RFB # 13-103 February 2013 � �� � � � �� ,� �� � �� � L� � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 (NWR August 10, 2009) Temporary Video Detection System Temporary video detection systems shall be completely installed and made operational prior to any associated induction loop being disabled. 8-20.3(14)A Signal Controllers Section 8-20.3(14)A is supplemented with the following: The new signal controller and cabinet shall conform to all of the sections and requirements within and under the Sections and Sub Sections of 9-29.13 Traffic Signal Controllers within the Standard Specifications and these Special Provisions. Signal controller and cabinet shall be tested by King County at their shop located at 155 Monroe Avenue NE in Renton, Washington. The contractor shall deliver the controller and cabinet to the shop and shall pick up the units at the end of the test period, deliver to the job site, and install. 8-20.3(14)B Signal Heads Section 8-20.3(14)B is supplemented with the following: The first paragraph is deleted and replaced with the following: Signal heads shall not be installed at any intersection until all other signal equipment is installed and the controller is in place, inspected, and ready for operation at that intersection, unless ordered by the Engineer. If the Engineer orders advance installation, the signal heads shall be covered to clearly indicate the signal is not in operation. The signal head covering material shall be of sufficient size to entirely cover the display. The covering shall extend over all edges of the signal housing and shall be securely fastened at the back. Signal heads 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 manufacturer's recommendations. The application surface of the back plate shall be cleaned, degreased The following is added at the end of this section: Alignment of vehicular and pedestrian signal heads shall be approved by the Engineer prior to system turn-on. All new vehicular and pedestrian signal heads shall be covered (sacked) completely with a 6 mil black polyethylene sheeting until placed into initial operation. The fitted covers shall use adjustable straps. The fitted covers shall have a one-inch hole for each signal display to flash out indications. The type of mounting hardware specified for the mast arm mounted vehicle signals may require modification at the time of installation to accommodate as built conditions. After the pole assembly has been installed and leveled, the Contractor shall measure the distance between each mounting point on the arm and the roadway. A type of mounting bracket 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. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-65 RFB # 13-103 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 50 51 2. The bottom of the housing shall be befinreen 16.5 feet and 19.0 feet above the pavement. (NWR April 3, 1993) Optically Programmed Signal Head: The visibility zone of the optically programmed signal heads shall be set as directed by the Engineer. 8-20.3(14)C Induction Loop Vehicle Detectors In Section 8-20.3(14)C, Items 2 and the last finro sentences of Item 4 are deleted. Item no. 5 of this section is deleted and replaced with the following: 5.) Each �oop shall have 3 turns of loop wire. 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 surtace skin allowing exposure to vehicular traffic within 30 minutes at 75 degrees F. and completely cure to a tough rubber-like consistency within finro 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: One-quarter-inch (1/4") saw cuts shall be cleared of debris with compressed air before installing three turns of loop wire. All detector toops shall be 6-foot-diameter circle with diagonal mini-cut corners (no 90 degree corners) of not more than 1-inch on the diagonal. From the loops to the junction box, the loop wires shall be twisted two turns per foot and labeled at the junction box in accordance with the loop schematics included in these Plans. A 3/8-inch saw cut will be required for the twisted pair. No saw cut will be within 3#eet of any manhole or utility risers located in the street. Loops and lead-ins will not be installed in broken or fractured pavement. Where such pavement exists it will be replaced in kind with minimum 12-foot sections. Loops will also not be sawed across transverse joints in the road. Loops to be placed in concrete will be located in full panels, a minimum 18 inches from any expansion joint. Existing Traffic Loops The Contractor shall notify the City of Federal Way Traffic Engineer a minimum of five working days in advance of pavement removal in the loop areas. The Contractor shall install and maintain interim video detection until the permanent systems are in place. The interim video detection shall be operational simultaneously with decommission of the existing pavement loops. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-66 RFB # 13-103 February 2013 r �_ � � � �� � � � 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 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 Contractor to perform the field tests specified in Section 8 20.3(14)D. The test results shall be recorded and submitted to the Engineer. Loops that fail any of these tests shall be replaced. Loops that fail the tests, as described above, and are replaced shall be installed in accortiance with current City of Federal Way design standards and Standard Plans, as determined by the Engineer. If traffic signal loops that fail the tests, as described above, are not replaced and operational within 48 hours, the Contractor shall install and maintain interim video detection until the replacement loops are operational. The type of interim video detection furnished shall be approved by the Engineer prior to installation. 8-20.3(14)D Test for Induction Loops and Lead-in Cable Section 8-20.3(14)D is supplemented with the following: An inductance level below 75 microhenries is considered a failure for a round loop. Test A- The resistance shall not exceed values calculated using the given formula. Resistance per 1000 ft of 14 AWG, R= 3.26 ohms / 1000 ft R= 3.26 x distance of lead-in cable (ft) 1000 ft Test B and Test C in this section are deleted and replaced with the following: Meggar readings of the detection wire to ground shall read 200 megohms at the amplifier connection. The 200 megohms or more shall be maintained after the splices are tested by submerging them in detergent water for at least 24 hours. The tests will be conducted with County personnel at the request of the Contractor. All costs incurred to meet this minimum standard will be the responsibility of the Contractor. (NWR October 5, 2009) Existing Lead-in Cable Test When new Induction loops are scheduled to be installed and spliced to an existing two- conductor shielded detector lead-in cable, the Contractor shall perform the following: 1. Disconnect the existing detector lead-in cable in the controller cabinet and at the loop splice. 2. Megger test both detector lead-in cable conductors. A resistance reading of less than 100-megohms is considered a failure. 3. Detector lead-in cables that fail the test shall be replaced and then retested. 4. After final testing of the detector lead-in cable, the loop installation shall 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. (NWR October 5, 2009) Existing Loop Test City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-67 RFB # 13-103 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 50 51 52 53 When two-conductor shielded detector lead-in cable is scheduled to be installed and spliced to an existing loop, the Contractor shall perform the following: 1. Disconnect the existing loop from the detector lead-in splice. 2. Megger test the existing loop wire. A resistance reading of less than 100- megohms is considered a failure. 3. Loops that fail the test shall be replaced and then retested. 4. After the final testing of the loops, the detector lead-in cable installation shall be completed and the loop system tested according to Tests A, C and D. 8-20.3(14)E Signal Standards Section 8-20.3(14)E is supplemented with the following: Traffic signal standards shall be furnished and installed in accordance with the methods and materials noted in the applicable Standard Plans, pre-approved plans, or special design plans. After delivering the poles or arms to the job site and before they are installed, they shall be stored in a place that will not inconvenience the public. All poles and arms shall be installed in compliance with Washington State Utility and Electrical Codes. Terminal cabinet(s) shall be installed on all Type II and Type III signal poles or where designated on the wiring diagrams in the Plans in accordance with the material requirements of Section 9-29.25 of the Standard Specifications. Terminal cabinets shall be installed at a height not to impede pedestrians. 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. 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. 8-20.3(17) "As Built" Plans Section 8-21.3(17) is replaced with the following: Upon completion of the project, the Contractor shall furnish an "as-built" drawing of the intersection showing all 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. 8-20.3(18) Removal of Existing Signal Equipment City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-68 RFB # 13-103 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 Where noted on the Plans, existing signal, illumination, and interconnect equipment shall be removed by the Contractor. Alf 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 21 S` Avenue SW and SW 336th 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 shall become the property of the Contractor and shall be disposed of off-site at a legal disposal site. All pole foundations and anchor bolts shall be removed to 18 inches below new subgrade, and the resulting hole shall be backfilled with compacted gravel borrow meeting the requirements of Section 9-03.14(1), unless the Engineer has approved the use of native material. Where junction boxes are removed, the conduit and wire shall also be removed to the bottom of the trench and the resulting hole backfilled with gravel borrow meeting the requirements of Section 9-03.14(1), unless the Engineer has approved the use of native material. Removals associated with the electrical system shall not be stockpiled within the jobsite without the Engineer's approval. 8-20.4 Measurement Section 8-20.4 is supplemented with the following: Excavation, bedding, and backfill for trenches containing signal conduits and illumination or interconnect conduits, or both, will be included in the lump sum measurement for "Signal System, Complete". Excavation, bedding, and backfill for trenches containing both illumination and interconnect conduit will be included in the lump sum measurement for "Illumination System Complete". Junction boxes containing both signal and interconnect conduit will be included in the lump sum measurement for "Signal System, Complete". Interconnect cable installed in existing conduit will be included in the lump sum measurement for "Interconnect System, Complete". Traffic Signal System — 21St Avenue SW at SW 336th Street Complete, will be measured per lump sum for the total of all items for a complete signal, video detection, induction loops, and illumination to be furnished and installed. This is to include the removal of the existing signal system. This is to include shared trenching at this intersection for signal system, illumination system, interconnect, and transit signal priority. This is to also include installation of signage hung on the pole or the mast arm. Traffic Signal System — 24th Place SW at SW 336th Street Complete will be measured per lump sum for the total of all items for a complete signal, video detection, induction loops, and illumination to be furnished and installed. This is to include the removal of the existing signal system. This is to include shared trenching at this intersection for signal system, illumination system, interconnect, and transit signal priority. . This is to also include installation of signage hung on the pole or the mast arm. City of Federal Way 21 st Avenue SW at SW 336th Street Intersection Improvements SP-69 RFB # 13-103 February 2013 �. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 49 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Traffic Signal System — 21St Avenue SW at SW 334th Street Complete will be measured per lump sum for the total of all items for a complete signal, video detection, induction loops, and illumination to be furnished and installed. This is to include the removal of the existing signal system. This is to include shared trenching at this intersection for signal system, illumination system, interconnect, and transit signal priority. . This is to also include installation of signage hung on the pole or the mast arm. Traffic Signal System — 19�h Avenue SW at SW Campus Drive Complete will be measured per lump sum for the total of all items for a complete signal, video detection, induction loops, and illumination to be furnished and installed. This is to include the removal of the existing signal system. This is to include shared trenching at this intersection for signal system, illumination system, interconnect, and transit signal priority. . This is to also include installation of signage hung on the pole or the mast arm. Traffic Signal Interconnect, Complete, will be measured per lump sum for the total of all items for a complete interconnect system. Traffic signal interconnect system complete shall include all items and labor necessary to supply, install, and test the conduit, 24- count singlemode fiber optic cable, junction boxes, connections with signal controllers, connections with existing conduit and fiber optic vaults, connections with existing interconnect systems, pull rope, plugs, 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. Measurement for labor, materials, tools and equipment necessary to the construction of shared conduits and trenches with "Tra�c Signal System Complete" necessary for the "Interconnect System, Complete", shall be measured once. Illumination System, Complete, will be measured per lump sum for the total of all items for a complete illumination system, to include the electrical services and service cabinets. 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. This is to include shared trenching for Traffic Signal interconnect and Illumination System other than that shared with "Traffic Signal System Complete". Luminaires positioned on signal poles will be considered a part of the signal work. Measurement for labor, materials, tools and equipment necessary to the construction of any shared conduits and trenches with the "Illumination System, Complete" necessary for the system shall be measured once. Directional boring will be measured by the linear foot for the length of the boring tunnel 8-20.5 Payment Section 8-20.5 is supplemented with the following: Payment will be made under the following: "Tra�c Signal System - 19th Ave Sw at Sw Campus drive, Complete", per lump sum. "Traffic Signal System - 21 St Avenue Sw at Sw 336th St, Complete", per lump sum. City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-70 RFB # 13-103 February 2013 � � � � � ,� � � � � � � 4, � � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 "Tra�c Signal System - 21st Ave Sw at Sw 334th St and Mid-Block Flashing Crosswalk, Complete", per lump sum. "Traffic Signal System - 24th Place Sw at Sw 336th St, Complete", per lump sum. "Illumination System, Complete", per lump sum. "Interconnect System, Complete", per lump sum. The lump sum price for the above bid items 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 detection) to accommodate construction phasing throughout the project. This includes and is not limited to installation of the illumination system, relocation of the video detection to its final location and installation of the signal interconnect system, installation of the traffic signal systems as shown in the Plans and herein specified. This includes and is not limited to installation of transit signal priority system as part of this project as shown in the Plans and herein specified. This includes and is not limited to all excavation, backfilling, concrete foundations, all conduit, junction boxes, wiring, fiber optics, span wires, restoring facilities destroyed or damaged during construction, salvaging existing materials, controller/communications equipment, and testing. After construction is complete, it is Contractor's responsibility to adjust, relocate, and reposition all traffic signal heads to their final position as shown on the Contract Documents, and shall be considered incidental to the lump sum price of the above bid items. The lump sum bid price for "Traffic Signal System- , Complete" shall also include all costs associated with the construction of the cement concrete pad and pedestat for the controller and service cabinets as well as for the cement concrete pads around signal poles. The lump sum price for "Illumination System, Complete" shall also 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. All costs for installing conduit containing both signal and illumination wiring shall be incidental to the other bid items in this section and no additional compensation will be made. All costs for installing junction boxes containing both signal and illumination wiring shall be paid for once and considered incidental to the other bid items in this section and no additional compensation will be made. All costs for installing conduit containing interconnect, transit signal priority, and signal wiring shall be incidental to the other bid items in this section and no additional compensation will be made. All costs for installing junction boxes containing interconnect, transit signal priority, and signal wiring shall be paid for once and considered incidental to the other bid items in this section and no additional compensation will be made. All costs for installing signing on signal mast arms or temporary signal installations shall be incidental to the bid items in this section and no additional compensation will be made. All costs for painting � shall be incidental and included in the bid items included in this section and no additional compensation will be made. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-71 RFB # 13-103 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 50 51 52 53 Adjustment of junction boxes shall be incidental and included in the bid items included in this section and no additional compensation will be made. Where the traffic signal, illumination, interconnect, transit signal priority conduits are located within the joint utility trench, the cost of excavating and backfilling the trench shall be included in the unit contract price paid for Structure Excavation Class B for Undergrounding of Overhead Utilities. The lump sum price for Illumination System, Complete shall be full pay for furnishing all labor, equipment, materials and supplies required to complete the work as specified. 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. Coordination with communication connections with Comcast, CenturyLink, 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. "Directional Boring", per linear feet. SECTION 8-21, PERMANENT SIGNING 8-21.1 Description Replace Section 8-21.1 with the following: 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 Sentence three is deleted and replaced with the following: Materials for sign mounting shall conform to Section 9-28.11. 8-21.3 Construction Requirements 8-21.3(2) Placement of Signs Section 8-21.3(2) is supplemented with the following: 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 Control Devices (MUTCD) with Washington State Supplements. 8-21.3(5) Sign Relocation Section 8-21.3(5} is supplemented with the following: City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-72 RFB # 13-103 February 2013 � � � � � � � � !�.' � � lJ 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 King County METRO and/or Pierce Transit personnel will remove and reinstall all existing bus stop signs and supports 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 record of communication shall be forwarded to the City of Federal Way. 8-21.4 Measurement Section 8-21.4 is supplemented the following: Permanent signing will be measured per lump sum for the total of all items for complete signage to be furnished and installed. Measurement will be for the sum total of all items including labor, materials, tools, and equipment necessary to the furnishing and installing permanent signing, sign removal, and sign relocation. 8-21.5 Payment Section 8-21.5 is supplemented the following: Payment will also be made under the following: "Permanent Signing", per lump sum. The lump sum bid price in the Proposal will be full 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 "Signal System, Complete". SECTION 8-22, PAVEMENT MARKING 8-22.1 Description Section 8-22.1 is supplemented with the following: Pavement markings shall conform to City of Federal Way Standard Details. Profiled and plastic lines shall conform to the pattern as shown on WSDOT Standard Plan M-2020- 01. 8-22.3 Construction Requirements 8-22.3(3)E Installation Section 8-22.3(3)E is supplemented with the following: Methyl Methacrylate Pavement Markings The material must be applied using a two-part process in a single pass. The first process consists of spraying of catalyzed material to form a solid continuous baseline. The second process consists of extruding a curtain of catalyzed material onto a rotating spindle to create the structure or agglomerates. The structure is applied on top of the baseline prior to the application of reflective .media. Profiled methyl methacrylate lines shall be installed per WSDOT Standard Plan M20.20- 01. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-73 RFB # 13-103 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 8-22.3(3)G Glass Beads Section 8-22.3(3)G is supplemented with the following: Methyl Methacrylate Pavement Markings Glass beads shall be applied at a rate of eight (8) to ten (10) pounds per one hundred square feet. Bonded core elements shall be applied at a rate of ten (10) grams per four (4) inch wide by one (1) linear foot of marking. 8-22.3(6) Remova/ of Pavement Markings Section 8-22.3(6) is supplemented with the following: As indicated on the Plans 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: "Paint Line", will be measured by the completed linear foot. "Profiled Plastic Line", will be measured by the completed linear foot. "Profiled Plastic Wide Line", will be measured by the completed linear foot. "Plastic Dotted Extension Line", will be measured by the completed linear foot. "Plastic Crosswalk Line", will be measured by the square foot. "Plastic Stop Line", will be measured by the completed linear foot. "Plastic Traffic Arrov�i', will be measured per each. "Plastic Traffic Letter", will be measured per each. "Plastic Yield Line Symbol", will be measured per each. "Plastic Access Parking Space Symbol" will be measured per each. 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: Payment will be made under the following bid items: "Paint Line", per linear foot. "Profiled Plastic Line", per linear foot. "Profiled Plastic Wide Line", per linear foot. "Plastic Dotted Extension Line", per liner foot. "Plastic Crosswalk Line", per square foot. "Plastic Stop Line", per linear foot. "Plastic Traffic Arrow", per each. "Removing Pavement Markings", per lump sum. "Plastic Traffic Letter", per each. "Plastic Yield Line Symbol", per each. "Plastic Access Parking Space Symbol", per each. The lump sum bid price in the Proposal will be full compensation for the costs of all labor, tools, equipment, and materials necessary or incidental to removing all types of markings and disposing of off site. City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-74 RFB # 13-103 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 8-23 Temporary Pavement Markings 8-23.4 Measurement Temporary pavement marking will be measured by the linear foot. Removing temporary pavement marking will be measured by the linear foot. 8-23.5 Payment "Temporary Pavement Marking", per linear foot. "Removing Temporary Pavement Marking", per linear foot. 8-24 Rock and Gravity Block Wall and Gabion Cribbing 8-24.1 Description Section 8-24.1 is replaced with the following: This Work consists of constructing rock, modular block and gravity block wall(s), and gabion cribbing in accordance with the Plans, Special Provisions, these Specifications, or as designated by the Engineer. 8-24.2 Materials Section 8-24.2 is supplemented with the following: �*****�. A. Modular concrete units shall conform to the following requirements: 1. Face color - concrete gray, unless otherwise specified. 2. Face finish sculptured rock face in angular tri-planer configuration. Other face finishes will not be allowed without written approval of Owner. 3. Bond configuration running with bonds nominally located at midpoint vertically adjacent units, in both straight and curved alignments. 4. Exposed surfaces of units shall be free of chips, cracks or other imperfections when viewed from a distance of 10 feet under diffused lighting. B. Modular concrete materials shall conform to the require�nents of ASTM C1372 - Standard Specifications for Segmental Retaining Wall Units. C. Modular concrete units shall conform requirements measured in accordance Concrete Masonry Units: to the following structural and geometric with ASTM C140 Sampling and Testing 1. Compressive strength: 3000 psi; 2. Absorption: 8%(6% in northern states) for standard weight aggregates; 3. Dimensional tolerances: ± 1/8" from nominal unit dimensions not including rough split face, ±1/16" unit height - top and bottom planes; 4. Unit size: 8" (H) x 18" (W) x 18"(D) minimum; 5. Unit weight: 100 Ibs/unit minimum for standard weight aggregates. D. Modular concrete units shall conform to the following performance testing: City of Federal Way RFB # 13-103 21 st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-75 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 1. Inter unit shear strength in accordance with ASTM D6916 (NCMA SRWU-2): 1500 plf minimum at 2 psi normal pressure; 2. Geogrid/unit peak connection strength in accordance with ASTM D6638 (NCMA SRWU-1): 900 plf minimum at 2-psi normal force. E. Modular concrete units shall conform to the following constructability requirements: 1. Vertical setback: 1/8" t per course (near vertical) or 1" + per course per the design; 2. Alianment and qrid positionina mechanism fiberalass pins, finro per unit minimum; 3. Maximum horizontal gap 6etween erected units shall be ❑ 1/Z inch. F. Shear Connectors Shear connectors shall be 1/2-inch diameter thermoset isopthalic polyester resin pultruded fiberglass reinforcement rods or equivalent to provide connection between vertically and horizontally adjacent units with the following requirements: 1. Flexural Strength in accordance with ASTM D4476: 128,000 psi minimum; 2. Short Beam Shear in accordance with ASTM D4475: 6,400 psi minimum. G. Base Leveling Pad Material Material shall consist of a compacted crushed crushed surfacing base course or non reinforced concrete as shown on the construction drawings. H. Unit Drainage Fill Unit drainage fill shall conform to the requirements of Section 9-03.12(4) Gravel Backfill for Drains. One cubic foot, minimum, of drainage fill shall be used for each square foot of wall face. Drainage fill shall be placed within cores of, between, and behind units to meet this requirement. I. Drainage Pipe Drainage pipe shall conform to the requirements of Section 9-05.2(7). J. Geotextile Filter Fabric Geotextil filter fabric shall conform to Section 9-33.2(1) for low survivability nonwoven fabric Class A. 39 8-24.3 Construction Requirements 40 Section 8-24.3 is supplemented with the following: 41 8-24.3(4) Modular Block Wall 42 43 44 45 46 47 8-24.3(4)A Excavation K. Excavate to the lines and grades shown on the construction drawings. Proof roll foundation area as directed by the Engineer. L. Over excavation and replacement of unsuitable foundation soils and replacement with approved compacted fill as directed by the Engineer. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-76 RFB # 13-103 February 2013 � �, � r � � � � � � � � � � � �� � � � 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 8-24.3(4)B Base Leveling Pad A. Leveling pad material shall be placed to the lines and grades shown on the construction drawings, to a minimum thickness of 6 inches and extend laterally a minimum of 6" in front and b�hind the modular wall unit. B. Soil leveling pad materials shall be compacted to a minimum of 95 % Standard Proctor density per ASTM D-698 or 92% Modified Proctor Density per ASTM D1557. C. Leveling pad shall be prepared to insure full contact to the base surface of the concrete units. 8-24.3(4)C Modular Unit Installation A. Q C. D. E. First course of units shall be placed on the leveling pad at the appropriate line and grade. Alignment and level shall be checked in all directions and insure that all units are in full contact with the base and properly seated. Place the front of units side-by-side. Do not leave gaps befinreen adjacent units. Layout of corners and curves shall be in accordance with manufacturer's recommendations. Install shear/connecting devices per manufacturer's recommendations. Place and compact drainage fill within and behind wall units. Place and compact backfill soil behind drainage fill. Follow wall erection and drainage fill closely with structure backfilL Maximum stacked vertical height of wall units, prior to unit drainage fill and backfill placement and compaction, shall not exceed two courses. 8-24.3(4)D Cap Installation A. Cap units shall be glued to underlying units with an all-weather adhesive recommended by the manufacturer. 8-24.3(4)E As-built Construcfion To/erances A. Vertical alignment: ± 1.5" (40 mm) over any 10' (3 m) distance. B. Wall Batter: within 2 degrees of design batter. C. Horizontal alignment: ± 1.5" (40 mm) over any 10' (3 m) distance. D. Corners, bends & curves: ± 1 ft(300 mm) to theoretical location. E. Maximum horizontal gap between erected units shall be 1/2 inch (13 mm). 40 8-24.4 Measurement 41 42 43 44 45 46 47 48 49 Rock for rock wall will be measured by the ton. Backfill for rock wall will be measured by the ton. Modular block wall will be measured by the square foot of completed wall face 8-24.5 Payment "Rock for Rock Wall", per ton "Backfill for Rock Wall", per ton. City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-77 RFB # 13-103 February 2013 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 "Modular Block Wall", per square foot. 8-31 Resolution Of Utility Conflicts ��***� 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. 8-31.3 Construction Requirements The contracting agency may direct the Contractor to pothole existing utilities to verify the field location and depth. Potholing shall include excavation and backfilling of the existing utility, identi�cation of the pipe or line size, material type and condition and the survey work to locate the facility horizontally and vertically. Survey information to be obtained shall include station and offset to center of utility and elevation at top of utility. Stations, offsets and elevations shall be to the nearest 0.1 foot unless greater accuracy is required. Potholes shall be backfilled with CSBC unless otherwise directed by the Engineer. In areas subject to public tra�c, the upper four inches of the pothole shall be backfilled with Temporary Pavement in accordance with Section 5-04.3(22). 22 In the event that a conflict arises between the proposed improvements and an existing utility, 23 the Resolution of Utility Conflicts item will compensate the Contractor for standby time and 24 additional work in the following manner: 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 1. Standbv time resulting from existing utility conflicts a) Standbv time is defined as time the Contractor is unable to proceed with progression of a specific 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 of 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 identi�ed 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. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-78 RFB # 13-103 February 2013 � � � � � � � � � � � � � � � LJ � � � 1 2 3 4 5 7 8 9 10 (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. 8-31.4Vacant 8-31.5 Payment "Resolution of Utility Conflicts" will be paid by force account as provided in section 1-09.6. "Utility Potholing", will be paid by'force account as provided in Section 1-09.6. 11 All costs for resolving utility conflicts and potholing will be paid for by force account in 12 accordance with section 1-09.6. To provide a common proposal for all bidders, the 13 Contracting Agency has estimated the amount for "Resolution of Utility Conflicts" and "Utility 14 Potholing" and entered the amounts in the proposal to become a part of the total bid by the 15 Contractor. Utility conflicts due to the Contractor's actions or operations shall be resolved by 16 the Contractor at no expense to the Contracting Agency. 17 8-32, UTILITY RELOCATION 18 �*****� 19 8-32.1 Description 20 The work to be perFormed shall consist of installation of conduit, handholes and vaults for 21 the relocation of underground power and communication facilities as shown on the Plans. 22 Using the information shown in the Plans the Contractor will coordinate closely with each 23 utility company to develop a detailed trenching plan and sequence of construction to perform 24 the following: 25 Sawcut pavement as required by the plans and excavate trenches for underground facilities 26 for Puget Sound Energy (PSE), CenturyLink, and COMCAST. 27 Install conduit, conduit bends, connections, pole risers, handholes, junction boxes and 28 vaults provided by PSE, CenturyLink, and COMCAST. PSE, CenturyLink, and COMCAST 29 will furnish and install cable, conductors, and electrical equipment for their systems. 30 � 31 � 32 34 � 35 36 � 37 38 � � Furnish, place, and compact conduit bedding. Furnish and install identification tape. Furnish, place, and compact backfill, surface restoration for trenches associated with undergrounding of overhead utilities (Gravel Borrow, Crushed Surtacing Base Course, or Controlled Density Fill). Connecting conduits to existing vaults, including all bends and fittings required. Installing ground rods, ground plates, conduit risers, and other electrical hardware furnished by PSE and required by the Plans and Specifications and Special Provisions. Cutting and capping conduit. City of Federal Way ' 21st Avenue SW at SW 336th Street Intersection Improvements SP-79 RFB # 13-103 February 2013 Clearing of structures and testing of conduit. 2 Proof conduits and install fish line. 3 Other work indicated on the Plans and in the Specifications and Special Provisions. 4 The individual utility companies will be responsible for furnishing and installing all cables, 5 conductors, electrical equipment, temporary utility poles, conversion to underground, and for 6 the removal of poles, and other equipment no longer needed. 7 9 10 11 12 13 14 15 8-32.1(1) Regulations and Code Installation of all electrical and telecommunication equipment shall conform to the appropriate sections of the National Electrical Code, the City of Federal Way Building Code, utility company standards and these Special Provisions. The Contractor shall install a complete and operable system in compliance with the plans and specifications as set forth and to the satisfaction of the Engineer. All work shall conform to the provisions of the current National Electric Code (NEC). Service customers shall be provided a minimum 48 hour notice of any planned service interruptions. The Contractor is advised that minor scheduling adjustments may be necessary to minimize impacts to service customers. 16 8-32.2 Materials 17 Materials shall conform to the requirements of Division 9 of the Standard Specifications and 18 these Special Provisions and the standards of the utility agencies (PSE, CenturyLink, and 19 COMCAST) as indicated in these Special Provisions, and on the Plans and details. Puget 20 Sound Energy's Specifications are included in Appendix F. 21 22 23 24 25 PSE, CenturyLink, and COMCAST will provide all ma'terials required for a bare conduit and vault system, including conduits, vaults, and handholes. The Contractor shall furnish and install all materials for the City spare conduit system per Standard Specification 8-20 and these Special Provisions. Vaults and Handholes 26 PSE vault dimensions are shown on their undergrounding plans. CenturyLink and 27 COMCAST vaults and handholes are supplied by Utility Vault. Cut sheets for each vault are 28 included in the standard plans. 29 � 31 City spare vaults shall be Utility Vault Company Model 504-LA, or an approved equal. Identification Tape Polye#hylene, 5 Mil Tape, 1/2 mil Aluminum Center Core 32 Electrical—Six inch (6") wide, red in color, with non-ferrous metal conductor sandwiched in 33 the tape for detection purposes imprinted with black lettering "CAUTION - ELECTRIC 34 UTILITIES BELOW". City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-80 RFB # 13-103 February 2013 � � �� u' � � � � � � � � 1 Telecommunication--Six inch 6" wide oran e in color with non-ferrous metal conductior � ) � 9 � 2 sandwiched in the tape for detection purposes imprinted with black lettering "CAUTION - � 3 COMMUNICATION LINE BELOW". 4 8-32.3 Construction Requirements � 5 8-32.3(1) Excavating and Backfilling 6 Excavations shall conform to the requirements of Section 2-09 Structure Excavation. � 7 Excavations greater than 8 feet may be required. In areas of congested underground 8 utilities the Contractor shall make provisions within the project schedule for less than optimal 9 production rates. � � � � � � � � � 10 The excavations required for the installation of conduit, vaults, and other appurtenances 11 shall be performed in a manner to cause the least possible disturbance to the streets, 12 sidewalks, and other improvements. The trenches shall not be excavated wider and/or 13 deeper than necessary for the proper installation of the conduit, vaults, handholes, and other 14 necessary appurtenances. Excavation shall not be performed until immediately before 15 installation of conduit and other appurtenances. The material from the excavation shall be 16 placed where the least interference to vehicular and pedestrian traffic, and to surface 17 drainage, will occur. 18 Locations of conduit ducts and vaults shown in the plans are approximate. The Engineer, 19 utility company representatives, and the Contractor will coordinate actual location of vaults, 20 handholes and conduits as necessary to avoid conflicts with the existing and proposed 21 utilities and appurtenances. The Contracting Agency reserves the right to adjust these 22 locations as necessary to accommodate existing or newly installed utilities at no additional 23 cost to the Contracting Agency. 24 Adjustments to the utility trench depth and width will be required when crossing utilities 25 shown in the Plans as existing or proposed, and that the changes in depth will be done with 26 field bends in the conduit, not conduit fittings. 27 If the Engineer determines that the native material is unsuitable for use as backfill, gravel 28 borrow conforming to Section 9-03.14(1) of the Standard Specifications shall be used to 29 backfill the trench. 30 31 32 33 All surplus excavated material shall be removed and disposed of by the Contractor in accordance with Section 2-03, or as directed by the Engineer. Excavations after backfilling shall be kept well filled and maintained in a smooth and well drained condition until permanent repairs are made. 34 At the end of each day's work and at all other times when construction operations are 35 suspended, all equipment and other obstructions shall be removed from that portion of the 36 roadway open for use by public traffic. 37 38 39 40 Excavations in the street or highway shall be perFormed in such a manner that not more than one traffic lane is restricted in either direction at any time. Pipe Zone Bedding within the "pipe zone" shall conform to Section 9-03.12(6). Trench backfill material, above the pipe zone, in non-pavement areas, shall be Gravel Borrow City of Federal Way RFB # 13-103 21 st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-81 1 Including Haul conforming to Section 9-03.14(1) of the Standard Specifications. Backfilt 2 material in areas where full-depth pavement replacement is not occurring and inside the 3 roadway area or where trenches cross the roadway shall be Controlled Density Fill. Backfill 4 material above the pipe zone in full depth pavement reconstruction areas shall be Crushed 5 Surfacing Base Course. 6 All abandoned utlity duct and vaults must be removed following the installation of joint utility 7 trench duct and vaults. Duct and vaults to be abandoned by the utilities have been identified 8 on each utility's joint utility trench plan. Each utility has been granted a work window to allow 9 them to install and activate their new system and wreck out their abandoned system, prior to 10 the Contractor's removal of their abandoned duct and vaults. The Contractor is hereby 11 advised to coordinate with each utility to avoid delay the the project schedule. Utility work 12 windows have been granted as follows: 13 Puget Sound Energy (power) 20 working days 14 CenturyLink 30 working days 15 16 17 Comcast 20 working days 8-32.3(2) Removing and Replacing Improvements 18 Improvements such as sidewalks, curbs, gutters, Portland cement concrete and asphalt 19 concrete pavement, bituminous surfacing, base material, and any other improvements 20 removed, broken, or damaged by the Contractor, shall be replaced or reconstructed with the 21 same kind of materials as found on the work or with other materials satisfactory to the 22 Engineer. 23 Whenever a part of a square or slab of existing concrete sidewalk or driveway is broken or 24 damaged, the entire square or slab shall be removed and the concrete reconstructed as 25 above specified. 26 The outline of all areas to be removed in Portland cement concrete sidewalks and 27 pavements and asphalt concrete pavements shall be cut to a minimum depth of 3 inches 28 with a saw prior to removing the sidewalk and pavement material. The cut for the remainder 29 of the required depth may be made by a method satisfactory to the Engineer. Cuts shall be 30 neat and true with no shatter outside the removal area. 31 32 33 34 35 36 37 8-32.3(3) Conduit Installation of conduit shall conform to appropriate articles of the NEC and these Specifications. The size of conduit used shall be as shown in the Plans. The ends of all conduits shall be well reamed to remove burrs and rough edges. Field cuts shall be made square and true. Conduit stubs from bases shall extend at least 6 inches from the vertical face of foundations and at least 18 inches below grade. All conduit stubs shall be capped. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-82 RFB # 13-103 February 2013 � � 1 Nonmetallic conduit bends, where allowed, shall conform to Article 347-13 of the NEC. � 2 Conduit shall be laid to the depth required by each respective utility company standard but 3 not less than 36 inches below finish grade. � 4 Where new construction occurs, conduit shall be placed prior to placement of base course 5 pavement. Conduit terminating in foundations shall extend a maximum of 2 inches above 6 the foundation vertically. � � 8 � 9 � � � � � � �� � � Suitable marker stakes shall be set at the ends of conduits which are buried so that they can be easily located. All conduits installed shall be prepared as follows: 10 After final assembly in place, the conduit shall be blown clean with compressed air. Then, in 11 the presence of the Engineer, a cleaning mandrel correctly sized for each size of conduit 12 shall be pulled through to ensure that the conduit has not been deformed. As soon as the 13 mandrel has been pulled through, both ends of the conduit shall be sealed with conduit 14 caps. Conduits noted as "spare" shall have a pull string installed and have a removable 15 plug installed. 16 Existing conduit in place scheduled to receive new conductors shall have any existing 17 conductors removed and a cleaning mandrel sized for the conduit shall be pulled through. 18 8-32.3(4) Vaults, Handholes and Appurtenances 19 Vaults, handholes, and other appurtenances shall be installed at the locations shown in the 20 Plans. Vault and handhole installation shall conform to the respective utility companies 21 standards. Vaults and handholes shall be adjusted to be flush with the finished grade. 22 8-32.3(5) Existing Utilities 23 The Contractor is alerted to the presence of existing underground utilities within the project 24 area. The Project plans indicate approximate locations of those utilities, however it is the 25 responsibility of the Contractor to verify those locations prior to excavation. 26 The Contractor shall prepare and submit to the Engineer a written trench excavation plan 27 that indicates the location of existing utilities within the trench and vault excavation areas. 28 Depth to existing utilities based on pothole data provided, and potholing information 29 obtained by the Contractor shall be shown. 30 31 32 33 34 35 Conflicts between existing utilities, new conduit, new vaults, handholes, and appurtenances shall be shown. The Contractor will identify those conflicts requiring immediate resolution based on the CPM schedule and request in writing to the Engineer authorization to resolve unforseen conflicts per 8-31 Resolution of Existing Utility Conflicts. Upon authorization, the Contractor shall diligently and without delay perform such work as necessary to resolve the conflicts. 36 The Contractor shall protect and support all existing utilities not identified to be removed, 37 retocated, or abandoned. The existing telecommunication and electrical system shall 38 remain operational during the installation of the underground utility system. The respective City of Federal Way 2lst Avenue SW at SW 336th Street Intersection Improvements SP-83 RFB # 13-103 February 2013 1 2 3 4 5 6 7 8 9 utility companies will furnish and install all conductors and make all final connections necessary to energize the system. The Contractor shall coordinate the installation of conduits and vaults to accommodate the utility company requirements in the total number of working days allowed. Removal of existing utility poles will be performed by established agreement among the utilities. The Contractor is responsible for coordinating and planning adjacent work with the appropriate utility to avoid impacts and delays to the project schedule. The Contractor will be responsible for coordinating with all the utility companies and incorporating time allowances into the project schedule for these work elements. 10 8-32.4 Measurement 11 Excavation of the trench will be measured as "Structure Excavation Class B Incl. Haul for 12 Underground Utilities", by the cubic yard as specified in Section 2-09. When excavation 13 below grade is necessary, excavation will be measured to the limits ordered by the Engineer. 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 No separate measurement will be made for the force account item, "Retraining PSE Conduit". No separate measurement will made for the lump sum items: "Removal Of Structures And Obstructions - Pse Duct And Vaults", "Removal Of Structures And Obstructions - Centurylink Duct And Vaults", "Removal Of Structures And Obstructions - Comcast Duct And Vaults". "Install 2" DB120 Conduit", will be measured by the linear foot. "Install 3" DB120 Conduit", will be measured by the linear foot. "Install 4" DB120 ConduiY', will be measured by the linear foot. "Install 6" DB120 Conduit", will be measured by the linear foot. "Install 2" Schedule 40 PVC Conduit", will be measured by the linear foot. "Install 4" Schedule 40 PVC Conduit", will be measurde by the linear foot. "Install 5'x7'x6' Adjustable Anti-Skid Lid Vaults (J01 & J05)", will be measured by each. "Install 5'x7'x6' Adjustable Std. Plate Lid Vaults Q06 & j11)" , will be measured by each. "Install 42"X48" Mini-Pad Transformer Vault (V03)" , will be measured by each. "Install 4'-8"x4'8" 3-ph. Mini-pad vault (v01)" , will be measured by each. "Install 2'-8"X3'-8" Concrete Handhole (H1a)" , will be measured by each. "Install 2'-6"X2'-6" Concrete Handhole (H3a)" , will be measured by each. "Install Handhole 264-TA" , will be measured by each. "Install Handhole 25-TA" , will be measured by each. "Install Vault 4484-TA" , will be measured by each. "Install 8" Closure" , will be measured by each. "Install 12" Closure" , will be measured by each. "Install Vault SGLB 3048" , will be measured by each. "Install Vault SGLB 2436" , will be measured by each. 8-32.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item: 45 "Structure Excavation Class B, Incl. Haul for Underground Utilities", per cubic yard. City of Federal Way RFB # 13-103 21st Avenue SW at SW 336th Street February 2013 Intersection Improvements ' SP-84 � LJ � � � � � �� LJ � � � � � � � � � � � � � � � � � � � � � 1 "Pitrun Sand", per cubic yard. The unit contract price will be full pay for all labor, materials, 2 tools and equipment necessary to furnish, haul, place and compact Pitrun Sand required for 3 utility trench bedding. 4 "Retraining PSE Conduit", by force account shall be full payment to locate and expose 5 existing PSE conduits so that PSE workers can cut and train the existing conduit to the new 6 conduit. 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 "Removal Of Structures And Obstructions - Pse Duct And Vaults", lump sum. "Removal Of Structures And Obstructions - Centurylink Duct And Vaults", lump sum. "Removal Of Structures And Obstructions - Comcast Duct And Vaults", lump sum. "Install 2" D6120 Conduit", linear foot. "Install 3" DB120 ConduiY', linear foot. "Install 4" D6120 ConduiY', linear foot. "Install 6" DB120 Conduit", linear foot. "Install 2" Schedule 40 PVC Conduit", linear foot. "Install 4" Schedule 40 PVC ConduiY', linear foot. "Install 5'x7'x6' Adjustable Anti-Skid Lid Vaults (J01 & J05)", per each. "Install 5'x7'x6' Adjustable Std. Plate Lid Vaults (j06 & j11)" , per each. "Install 42"X48" Mini-Pad Transformer Vault (V03)" , per each. "Install 4'-8"x4'8" 3-ph. Mini-pad vault (v01)" per each. "Install 2'-8"X3'-8" Concrete Handhole (H1a)" per each. "Install 2'-6"X2'-6" Concrete Handhole (H3a)" , per each. "Install Handhole 264-TA" , per each. "Install Handhole 25-TA" , per each. "Install Vault 4484-TA" , per each. "Install 8" Closure" , per each. "Install 12" Closure" , per each. "Install Vault SGLB 3048" , per each. "Install Vault SGLB 2436" , per each. �******� 8-37 POROUS CONCRETE GRID PAVEMENT 8-37.1 Description This work shall consist of furnishing and installing the porous concrete grid pavement system including all labor, materials, equipment including single use formers, concrete reinforcement, sub- base materials, curing compound, and services necessary to complete the installation. 8-37.2 Materials Materials for the porous concrete grid pavement system shall conform with the following: (1) Molded Pulp Formers: Vacuum formed bio-degradable tools designed to construct void structured concrete with an average thickness of 5'/Z". www.sustainablepavingsystems.com (2) Sealer: Dayton Superior Cure & Seal 1315 EF- Water-based polymer curing compound designed to bond to fresh concrete and holds in the mix water to City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-85 RFB # 13-103 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 achieve improved concrete properties and complies with < 100 g/I VOC content requirements. www.daytonsuperior.com (3) Reinforcing Fibers- Propex Novomesh 950 Fibers: blended fibers packaged in 5-pound, water-soluble bags for ready mix plant or jobsite addition to the ready mix truck. www.fibermesh.com (4) Qualifications: A vendor experienced in the support and training of installation contractors to construct cast-in-place void structured concrete products designed for vehicular use. (5) The porous concrete grid pavement system shall be Grasscrete supplied by Sustainable Paving Systems, LLC (916) 235-9088, or Engineer- approved equal. (6) The leveling course shall meet the requirements of Fine Aggregate Class 1 in section 9-03.1(2)B. (7) The granular base course shall meet the requirements of Crushed Surfacing Base Course in section 9-03.9(3). 8-37.3 Construction Requirements The Contractor shall submit the following: � (1) Specifications, test data and other data required for each type of manufactured material and product indicated. (2) Special Technical Bulletins listing manufacturer's name, product name, descriptive data, curing time and application requirements. (3) Material Safety Data Sheet (MSDS) and other safety requirements. (4) Material Certificates, Field quality-control test and inspection reports, and documentation of the sub-grade compaction results prior to concrete placement. Manufacturer Qualifications: A firm experienced in the support and training of installation contractors to construct cast-in-place void structured concrete products designed for vehicular use. The installation shall comply with American Concrete Institute written instructions for ambient temperature and other conditions affecting exterior concrete construction. The concrete must be cured a minimum of 14 days or as directed by the manufacturer before vehicular loads are applied. The porous concrete grid pavement system shall conform with the following performance requirements: (1) The system is required to bear daily vehicular traffic weighing a minimum of 65,000 pounds traveling at speeds greater than 20 miles per hour. (5) The products must meet AASHTO HS20-44 with the impact increment equal to 30% as set forth by the American Association of State Highway and Transportation Officials. (6) The system is required to be continuously reinforced with integral rebar spacing chairs set at 8" on center. (7) The product is required to be manufactured from cast in place concrete with an average thickness of 5'/2". City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-86 RFB # 13-103 February 2013 � L� � � � � � � � � � � � u �� � � � � � l� � � � LJ u � �� � � � � � � � 1 2 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 44 45 46 47 48 49 50 EXAMINATION (1) Sub-grade for vehicle traffic shall be in accordance with local concrete street speci�cations. For most applications, except for very heavy loads, native soil having a minimum "R" Value of 30 and a compaction of 95% will provide a suitable sub-grade. A minimum 6" bed of granular base will be required to provide an adequate sub-base under the void grassed only system. Consult General Contractor, Structural Engineer, Architect and Concrete Contractor prior to installation of concrete slab to ensure complete understanding of substrate preparation, reinforcement, penetrations, mix design, placing and finishing requirements, water capacity, elevations, etc. (2) The concrete shall have a minimum compressive strength of 4,000 psi in 28 days when placed at a 8" to 12" slump. Portland cement shall conform to ASTM C 150, Type I, II or V. Aggregates shall aonform to ASTM C 33 and be 1/2" minus. Mixing water shall be fresh, clean and potable. In freeze-thaw areas, air entrainment shall be provided. Water reducing admixtures and/or super- plasticizers are permitted and shafl conform to ASTM C 494. (3) The Grasscrete slab shall have a minimum thickness of 5 1/2". All perimeters of the Grasscrete slab should be restrained by a 4" minimum concrete border poured monolithically. (4) The Grasscrete shall be reinforced 8" on center with #2 black steel bar in both directions seated on the integral former chair. PREPARATION (1) (3) Examine sub-grade, with installer present, for conditions affecting performance of finish. Rectify conditions detrimental to timely and proper work. Do not proceed until unsatisfactory conditions are corrected. Verify that elevations and compaction meet conditions above. Prior to the concrete placement, verify that formers are free of construction damage and contaminants. INSTALLATION (1) Sub-grade shall be leveled to a uniform plane 7 1/2" below the final grade of the slab with '/2" to 1" maximum layer placed over the sub-base comprised of coarse washed sand (squeegee) for use as a setting bed for the formers. (2) Formers shall be placed on the sub-grade. In sloped situations the use of steel spikes or rebar lengths hammered through the formers into the sub-base may . be necessary to hold the formers in place during the concrete placement process. (3) The reinforcement is piaced 16" on center in an alternating, stacking patter. This stacking of the steel will place it at the most desirable height with minimal exposure to former material. Alternately approved rebar chairs can be used to elevate the steel slightly off the formers. (4) Five pounds of fibers are added to the ready mix truck in conjunction with the high range water reducers (if required to meet mix design specifications). (5) The concrete shall be placed and leveled to the top of the formers. The concrete surface shall have a very coarse squeegee or rake finish. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-87 RFB # 13-103 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 (6) The formers shall have the void tops removed after the concrete has hardened sufficiently with the majority of the residual paper pulp left in the voids being acceptable. (7) The open voids will be filled with a sand soil mix possibly with amendments such as dry granule, water soluble Polyacrylamide. A 1" layer of soil seeded with grass by others is spread over the entire concrete surface. Final soil selection and grass type to be determined by the landscape architect of record. Two applications of sand/soil mix in the voids prior to topdressing are required. Use water to consolidate the soil prior to seeding. Seeding of the soil spaces of the porous concrete grid pavement system shall conform with Grass Seed Mix as shown in section 9-14.2 . 8-37.4 Measurement Measurement for Porous Concrete Grid Pavement System will be by the square yard. 8-37.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items: "Porous Concrete Grid Pavement System ", per square yard. Payment will be made in accordance with Section 1-04.1 for Porous Concrete Grid Pavement System per square yard. The unit contract price shall be full pay for furnishing all labor, tools, equipment, and materials necessary to complete installation according to the Plans and Specifications, including submittals, excavation, subgrade preparation, geotextile, base course, leveling course, formwork, reinforcing, Topsoil type A, seeding. 8-38 BOLLARDS April 4, 2011 31 8-38.1 Description 32 This work shall consist 33 Plans, Standard Plans, 34 staked by the Engineer. 35 36 8-38.2 Materials 37 Posts and Hardware 38 39 40 41 42 43 44 45 46 47 of furnishing and installing steel bollards in accordance with the and these Specifications, at the locations shown in the Plans or as � Type 1 and Type 2 bollard posts shall be ASTM A 53, NPS 3(3" Nom.) scheduPe 80 steel pipe. Post sleeves shall be ASTM A 53, NPS 4(4"Nom.) schedule 40 steel pipe. Type 3 bollard posts shall be steel structural tubing per ASTM A 500 Gr B. Steel plate shall be per ASTM A 36. All steel parts shall be hot-dip galvanized after fabrication in accordance with AASHTO M 111. City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-88 RFB # 13-103 February 2013 � � � � � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Reflective Tape Reflective tape shall be one of the following or an approved equal: Scotchfite High Intensity Grade Series 2870 Reflexite AP-1000 Scotchlite Diamond Grade LDP Series 3970 T-6500 High Intensity (Type IV) Concrete Footings shall be constructed using concrete Class 3000. 8-38.3 Construction Requirements Bollards shall be constructed in accordance with the Standard Plans. Bollards shall not vary more than 1/2 inch in 30 inches from a vertical plane. Bollard posts and the exposed parts of the base assembly shall be painted in accordance with Section 6-07.3(11) for galvanized surfaces. The top coat shall match Federal Standard 595, Color No. 33538 Traffic Signal Yellow. 8-38.4 Measurement Measurement for bollards will be by the unit for each type of bollard furnished and installed. 23 8-38.5 Payment 24 Payment will be made in accordance with Section 1-04.1, for the following bid items: 25 "Fixed Botlard", per each. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-89 0 RFB # 13-103 February 2013 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 2� 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Division 9 Materials 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 shatl be *" $$1$$ "*" million. 9-03.8(7) HMA Tolerances and Adjustments (March 10, 2010 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)A, the � constituents of the mixture at the time of acceptance shall conform to the following tolerances: Aggregate, percent passing 1", 3/4", '/2", and 3/8" sieves U.S. No. 4 sieve ll.S. No. 8 sieve U.S. No. 200 sieve Asphalt Binder Nonstatistical Evaluation ±6% ±6% ±6% ±2.0% ±0.5% Commercial Evaluation ±8% ±8% ±8% ±3.0% ±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 will be 99-100. The tolerance limits on sieves shall only apply to sieves with control points. 9-03.21(1) is supplemented with the following: �******� No recycled glass shall be permitted in aggregate backfill or borrow products. 9-06.16 Roadside Sign Structures Section 9-06.16 is supplemented with the following: (January 3, 2011) Perforated Steel Square Sign Post System Where noted in the Plans, steel sign post systems shall be square, pre-punched galvanized steel tubing, tftat are NCHRP 350 Test Level 3 Certified and FHWA approved. The steel sign post system shall include all anchor sleeves, and other hardware required for a complete sign installation. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-90 RFB # 13-103 February 2013 � � � � � � � �� � � � � � � 1 2 � 3 4 5 � 7 8 � 9 1U 11 � 12 13 � 14 15 16 � 17 18 19 � 20 21 22 � 23 24 25 � 26 27 28 � 29 � � � � �� � L� 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. SECTION 9-14, EROSION CONTROL AND ROADSIDE PLANTING 9-14.1(1) Topsoil Type A Section 9-14.1(1) is supplemented: Topsoil Type A shall be a readily available 3-way commercial mix. Submit one (1) cubic foot sample to Engineer for approval. 9-14.1(4) Compost Amended Soil Section 9-14.1(4) is added: Compost Amended Soil shall be 70% Engineer accepted sand per Specifications 9- 03.13 Backfill for Sand Drains, thoroughly blended with 30% Compost per Section 9- 14.4(8). Blended product shall be tested by the supplier with results demonstrating pH levels between 6.0 and 7.5, and soluble salts not exceeding 4.0 mmhos/cm. A letter from the soil testing lab shall be addressed to the Engineer attesting to the Lab's review and certification of this project-specific Compost Amended Soil. Submit one (1) cubic foot sample with soil lab certification of test results and letter of determination of compliance to Engineer for approval. 9-14.2 SEED �*****� Section 9-14.2 is supplemented with the following: Grass seed mix: Certified quality seed shall meet the following: Grass seed, of the following composition, proportion, and quality shall be applied at the rate of 37 pounds per acre on all areas requiring roadside seeding within the project: Kind and Variety of Percent Minimum Percent Minimum Percent Seed in Mixture by Weight Pure Seed Germination Creeping Red Fescue 32 98 85 (Festuca rubra) Tall Fescue 68 97 90 (Festuca arundinacea) Total 100 30 31 BIOFILTRATION SWALE MIX 32 The seed mixture and rate of a lication shall be as follows: Kind and Variety of Percent Minimum Percent Minimum Percent Seed in Mixture by Weight Pure Seed Germination City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-91 RFB # 13-103 February 2013 1 2 3 4 5 6 7 8 �7 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Tall fescue or meadow 60-70 fescue Festuca arundinacea or Festuca elatior Seaside/Colonial 10-15 bentgrass Agrostis palustris Meadow foxtail 10-15 Alepocurus pratensis Alsike clover 6-10 Trifolium hybridum Redtop bentgrass 1-6 Agrostis alba *Modified Briargreen, Inc Hydroseeding Guide Wetlands Seed Mix Fertilizing a Biofiltration Swale should be avoided if at all possible in any application where nutrient control is an objective. Test soils for nitrogen, phosphorus, and potassium and consult with a landscape professional about the need for fertilizer in relation to soil nutrition and vegetation requirements. If use of a fertilizer cannot be avoided, use a slow-release fertilizer formulation in the least amount needed 9-14.3 Fertilizer (December 23, 2002) Section 9-14.3 is supplemented with the following: Sufficient quantities of fertilizer shall be applied to supply the following application rates of nutrients. The nitrogen applied shall be derived from isobutylidene diurea (IBDU), cyclo-di- urea (CDU), or a time release, polyurethane coated source with a minimum release time of 6 months. The remainder may be derived from any source. Trees and shrubs shall be fertilized with the following materials at the prescribed rates: Calcium Nitrate 176 pounds per acre Calcium Carbonate 1320 pounds per acre Dolomite Limestone 1320 pounds per acre Tackifier shall be applied at the following rates: City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-92 RFB # 13-103 February 2013 � J LJ � � � , � � �' � � � � � � � � � � � 1 � 2 3 � � � � � � , � � � � � � � Slopes 2 horizontal to 1 vertical and flatter Slopes steeper than 2 horizontal to 1 vertical Ravelling or highly erosive steep slopes 40 pounds per acre 80 pounds per acre 120 pounds per acre 4 Fertilizer far Bioswale Seeding shall be commercially available organic slow release nitrogen 5 fertilizer, with insoluble phospahet and/or 0% soluble phosphate. Top dress seeded areas at 6 the rate recommended by the manufacturer for seeded lawns. Submit manufacturer's 7 certification and catalog cuts for approval. 8 9 9-14.7 Stakes, Guys, and Wrapping 10 Section 9-14.7 is supplemented with the following: 11 12 Stakes shall be BVC round #ree stakes with Chainlock guying or Engineer accepted product. 13 No wrapping required. 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 9-14.8 Lawn Edging Section 9-14.8 is added: Lawn edging rings for trees in the planting strip shall be 28" diameter Permaloc Cleanline 3/16" X 4" aluminum landscape edging, (800) 356-9660, or Engineer accepted equivalent. Install per manufacturer's written instructions. SECTION 9-21, RAISED PAVEMENT MARKERS (RPM) 9-21.2(1) Physical Properties Section 9-21.2(1) is supplemented with the following: Type 2 raised pavement markers shall NOT be ceramic. SECTION 9-28, SIGNING MATERIALS AND FABRICATION 9-28.1 General Paragraph three is deleted and replaced with the following: All regulatory (R series), school (S series), and warning (W and X series) signs, except for parking regulation and parking prohibition signing, shall be constructed with Encapsulated Lens Reffective Sheeting in accordance with Section 9-28.8 of 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 I11 sheeting or greater. All street name (D-3) sign sheeting shall meet this specification. All overhead signing shall meet the specifications of Prismatic Lens Reflective Sheeting. This sheeting has a minimum retro reflection rating of 800 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 diamond grade sheeting shall be Type IX sheeting or City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-93 RFB # 13-103 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 greater. This standard applies to all signs mounted above the roadway, on span wire or signal mast arms. Motorist information and parking signing shall be constructed with Engineer Grade Sheeting, in accordance with Section 9-28.6 of the Standard Specifications. This sheeting has a minimum retro reflection rating of 70 candelas/foot candle/square foot for white-silver sheeting with a divergence angle of 0.2 degrees and an incidence of minus 4 degrees. This engineering grade sheeting shall be Type I sheeting or greater. These signs include guide signing (D series — except D-3), corporate limit signing (I series), and motorist information signing (K series). The reflectivity standard of supplemental plates shall match that of the primary sign. 9-28.8 Sheet Aluminum Signs Section 9-28.8 is supplemented with the following: 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: 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 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 standards. 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. 9-28.14 Sign Support Structures Section 9-28.14 is supplemented with the following: 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: 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 two-way plumb. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-94 RFB # 13-103 February 2013 � CJ � � �' � � i � � � � � � � � � � ' �� ' � � � � � � � � � � � � , � l_J 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 47 48 49 50 9-28.14(2) Steei Structures and Posts Section 9-28.14(2) is supplemented with the following: Unless otherwise noted on the plans or approved by the engineer, all sign posts shall be timber sign posts. Approved Manufacturers for Steel 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 support types listed below are acceptable when shown in the plans. Steel Siqn 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. Ultimate Highway Products, Xcessories Squared Development and Manufacturing Incorporated„ Northwest Pipe, Inc. SECTION 9-29, ILLUMINATION, SIGNAL, ELECTRICAL 9-29.1 Conduit, lnnerduct, and Outerduct Section 9-29.1 is supplemented with the following: (NWR June 5, 2000) 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 allowed. 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 Stee/ Ouferduct, and Fittings Section 9-29.1(1) is supplemented with the following: (NWR August 10, 2009) Conduit Sealing Mechanical plugs for cabinet conduit sealing shall be one of the following: 1. Tyco Electronics - TDUX 2. Jackmoon — Triplex Duct Plugs 3. O-Z Gedney — Conduit Sealing Bushings The mechanical plug shall withstand a minimum of 5 psi of pressure. City of Federal Way 21 st Avenue SW at SW 336th Street Intersection Improvements SP-95 RFB # 13-103 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 50 9-29.1(2) Rigid Metal Conduit Fittings and Appurtenances Section 9-29.1(2) is supplemented with the following: (NWR August 10, 2009) Conduit Coatings Electroplated couplings are not allowed. (NWR March 4, 2009) Surface Mounting Conduit Attachment Components Channel supports and all fastening hardware components shall be Type 304 stainless steel. 9-29.2 Junction Boxes, Cable Vaults and Pull Boxes 9-29.2(1) Standard Duty Junction Boxes Section 9-29.2(1) is supplemented with the following: (NW R January 21, 2011) Concrete Junction Boxes The Non-slip lid and frame shall be made of the following material: Non-slip lid ASTM A36 flat steel Non-slip frame ASTM A36 flat steel Both the non-slip lid and non-slip frame shall be treated with Mebac1 (their most aggressive surface) as manufactured by IKG industries, or 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, stamping or with a stainless steel weld bead. 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes Section 9-29.2(2)A is supplemented with the following: (January 21, 2011) 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 support and lid shall be hot-dip galvanized. The Non-slip lid and frame shall be made of the following material: Non-slip lid ASTM A36 flat steel Non-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, stamping or with a stainless steel weld bead. 9-29.2(5) Fiber Vaults City ofFederal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-96 NEW SECTION RFB # 13-103 February 2013 � CJ � � ' �� J� � LJ � , � � , ' i ' � � 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 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 strength concrete and designed for H-20 loading unless otherwise 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 two 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 2. 3. 4. 5. 6. 7. 8. 9. trays. 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 shall be durable glass-filled high-density thermoplastic shells. The splice enclosure shall be suitable for outdoor applications with a temperature range of -10°C to 60°C. The splice enclosure shall provide sufficient space to allow entry of fiber optic cable withaut exceeding the cable minimum bending radius. The enclosure shall protect the splices from moisture and mechanical damage and shall be resistant to corrosion. The enclosure shall be waterproof, re-enterable and shall have a neoprene gasket sealing system to prevent water from entering. The enclosure shall permit selective splicing to allow one or more fibers to be cut and spliced without disrupting other fibers. The enclosure shall have strain relief for the cable to prevent accidental tension from disturbing the splices. 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 supplied to identify each fiber spliced within the enclosure. 9-29.3 Fiber Optic Cable, Electrical Conductors and Cable Section 9-29.3 is supplemented with the following: 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 supplemented with the following: City of Federal Way 21 st Avenue SW at SW 336th Street ' Intersection Improvements SP-97 RFB # 13-103 February 2013 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 Fiber optic cable conduit shal! 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. 9-29.3(1)A Singlemode Fi.ber Optic Cable Section 9-29.3(1)A is supplemented with the following: 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 erican National Standard for Polyolefin-insulated Thermoplastic Jacketed Communication Cables CFR 1755.900-RUS de of Federal Regulations - Rural Utility Services Specification for Filled Fiber O tic Cables EIA-455-27A Electronic IndustriesAlliance, Method of Measuring Uncoated Diameter of O tical Wave uide Fibers EIA-455-28B E/ectronic IndustriesAlliance, Method For Measuring Tensile Failure Point of O tical Wave uide Fibers EIA-455-34 Electronic Industries Alliance, Interconnection Device Insertion Loss Test EIA-455-95 Electronic Industries Alliance, Absolute Optical Power Test for O tical Fibers and Cables EIA-455-103 Electronic Industries Alliance, Buffered Fiber Bend Test EIA-359-A-1 Electronic IndustriesAlliance, S ecial Colors 9-29.3(2)F Detector Loop Wire Section 9-29.3(2)F is replaced with the following: (NWR October 5, 2009) Detector Loop Wire Detector loop wire shall use 14 AWG stranded copper conductors, and shall conform to IMSA Specification 51-7, with cross-linked polyethylene (XLPE) insulation encased in a polyethylene outer jacket (PE tube). 9-29.3(2)H Three-Conductor Shielded Cable Section 9-29.3(2)H is supplemented with the following: 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 21st Avenue SW at SW 336th Street Intersection Improvements SP-98 RFB # 13-103 February 2013 � � , i � �1 � � � � � .' � � I -� � � , r � � ' � �J LJ' � � ' � � � � C � � , � ��� � � � 1 2 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 44 45 46 47 48 49 50 9-29.6 Light and Signal Standards Pole Foundations: Shall be as indicated on the plans. Sign Poles, Bases, and Caps: Sign poles shall be 4" — 8 NPT Schedule 40, galvanized 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 .................. 0.237" Outside Diameter ............................... 4.5" NEW SECTION steel meeting the following 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'/rinch OD pole, with a stainless steel set screw, sq hd� ��4��-?O X ��2 ". The pole base shall 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 Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements ��� ' I SP-99 � RFB # 13-103 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 2. 3. 4. 5. 6. 7. 8. Upper end shall be threaded to receive a 4" NPT pipe shaft. Base threads shall be tapped to allow full pole engagement w/o exposed threads on the pole. 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. 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. Shall accommodate bolt circles of a minimum of 12" through a maximum of 14'/2' and anchor bolts with a minimum of 5/8" through 1" diameter. Sha{I be equipped with a removable aluminum door. Door opening shall be free of burrs and sharp edges and be no less than 8'h" square. The door shall be attached to the base using one stainless steel socket button head screw to prevent unauthorized entry. 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. Shall be fabricated from new aluminum ingot. No scrap materials shall be used, Minimum requirements as follows: a. Aluminum Alloy ...........319 Elongation (% in 2") .........2 b. Tensile Strength, KS1.......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 from 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 structural laboratory shall be provided certifying that the base will 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, KS1 ........................22 City of Federal Way 21st Avenue SW at SW 336th Street Intersecrion Improvements SP-100 RFB # 13-103 February 2013 , ' il � � , � ' J � ' � � � , �� � � � , � ' 1 2 � 3 4 5 , 6 8 9 �' 10 11 � '12 13 14 15 � 16 17 18 , 19 20 21 , � 22 23 24 25 26 ,,., 27 � 28 29 30 � 31 32 33 � 34 35 36 ' 37 38 39 40 _ , 41 42 43 � 44 45 46 , 47 48 r � Elongation (% in 2") --•• ...................3 Brinell Hardness ............................70 Minimum Wall Thickness .............5/8" Minimum Overall Height ............. 4-3/8" fNSTALLATION: The collar shall be clamped around the top of a pedestal base by the use of finro (2) 5/16" Socket Head Bolts per segment (Figure 1). Each segment shall have a 5/16" pilot hole for drilling through base. A 5/16" 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'/z' 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, al{ 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: 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. 9-29.6(1) Steel Light and Signal Standards Section 9-29.6(1) is supplement with the following: 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 Inspection. All traffic signal standards and arms shall be round tapered. Hardened washers shall be used with all signal arm-connecting bolts instead of lock washers. All signal arm AASHTO M 164 connecting bolts shall be tightened to 40 percent of proof load. Traffic signal standards shall conform to one of the following preapproved fabricator plans or approved equal: ' City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-101 RFB # 13-103 February 2013 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Standard Valmont Drawin No. Ameron Drawin No. T e PPB, PS, and I DB00655 Rev. B M3723-1 Rev. E Type II DB00625 Rev. B, Sheets W 3724-1 Rev. E and 1, 2, and 3 W 3724-1 Rev D Type III DB00625 Rev. B, Sheets W 3724-1 Rev. E and , 1, 2, and 3 W 3724-1 Rev D and "J" luminaire 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 tra�c signals, preapproved plans, and as follows: A 90 mph wind 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 IIL Complete calculations for structural design, including anchor bolt details, shall be prepared by a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural Engineering or by an individual holding valid registration in another state as a civil or structural engineer. 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 supplied 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. Terminal cabinet(s) shall be installed on all Type II and Type III signal poles or where designated on the wiring diagrams in the Plans in accordance with the material requirements of Section 9-29.25 of the Standard Specifications. Terminal cabinets shall be installed at a height not to impede pedestrians. (NWR May 1, 2006) Light and Signal Standard Painting Galvanized steel light and signal standards shall not be painted. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-102 RFB # 13-103 February 2013 � ' ' L� � �J � C �� � � LJ � � � � , ' � � Cll ' , �� ' �J ' � ' �� , � ' ' ' , ' C� 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 9-29.7(2) Fused Quick-Disconnect Kits Section 9-29.7(2) is supplemented with the foilowing: Fused quick-disconnect kits shall be of the SEC type or equivalent. Underground illumination splices shall be epoxy or underground service buss/light connector kits. Installation shall conform to details in the Standard Plans. 9-29.10(1) Conventional Roadway Luminaires Section 9-29.10(1) is supplemented with the following: High-pressure sodium (HPS) vapor, _ watts, flat glass luminaires shall be supplied and installed by the Contractor. They shall have an internal 240-volt regulator-type ballast (high power 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 terminal 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 _ 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: High-pressure sodium vapor lamps shall have a 15,000-hour rated life and be rated at 150 or 250 watts per The Plans and City of Federal Way Development Standard Drawing number 3-42. 9-29.10(3) Vacant Section 9-29.10(3) is deleted and replaced with the following: 9-29.10(3) L.E.D. Roadway Luminaires NEW SECTION LED luminaires shall be furnished and installed by the Contractor. The units shall be capable of providing a minimum maintained illumination level of 1.3 horizontal foot candles (Hfc) with a uniformity ratio (Ave:Min) of 3(Max):1 at the pole spacing and the layout indicated on the Plans. The luminaire size used for the layout was 200 watts, and the mounting height for the unit was 40 feet. If a lower mounting height and/or lower luminaire wattage can be used to achieve the required performance levels at the spacing indicated on the Plans, then it will be considered. The Contractor shall provide computer printouts of the systems for the various roadway widths in order to substantiate the performance levels. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-103 RFB # 13-103 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 Units shall incorporate the following features: 1. A housing capable of being mounted on a standard 2-inch roadway pole pipe tenon. 2. A housing manufactured from a die cast low copper alloy aluminum designed to minimize corrosion. 3. Electrical components accessible through a swing-down entry door secured by a trigger latch or similar tooless entry mechanism. 4. Resistance to vibration and impact. 5. Provisions for installing a photoelectric cell or shorting cap, whichever is required. 6. An LED light engine protected from the elements by a prismatic glass lens. 7. A thermal management system that promotes maximum air flow through the luminaire to ensure a minimum of 60,000 hours of operation at 25 degree centigrade with no appreciable loss of lumen output. 8. Protection against solar heating when not in operation. 9. Dark sky optics. 10. Glass tertiary optics that will not discolor or become brittle over time. 11. Sealed optics system rated for IP66 against water and dirt infiltration. 12. Surge protection module to protect the LED drivers, photo controls, transfer switches, and relays from electrical disturbances as defined by ANSI/IEEEC62.41, Category C. The unit shall be replaceable through the use of modular plug and wiring. 13. Solid state multi volt electrical drivers with a rated life of 50,000 hours. 14. Electrical drivers mounted in a heat sink and located such that they are isolated from heating by the sun when not in use. 15. Photo control receptacle that is adjustable without tools and is designed to meet U11598 specifications for wet operation. 9-29.11(2) Photoelectric Control Section 9-29.11(2) is supplemented with the following: One photocell shall be installed for all luminaires in the signal system. The photocell 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 with the following: Equipment includes the following: • Quantity One (1) — NEMA TS2 Type 1 or Type 2 cabinet with 16 position load bay. • Quantity One (1) — TS2 Controller unit ASC/3-2100. • Quantity One (1) — Type 16 Malfunction Management Unit EDI 16LE. • Quantity One( 1) — TS2 Detector racks capable of 16 channels. • Quantity One (1) — TS2 Power Supply. • Auxiliary equipment so as to form completely functional eight phase traffic signal control cabinets. • Video Detection Equipment and Advanced Loop Detection Equipment. • Fiber Optic Patch Panel - fiber count • Fiber Optic Ethernet Switch(s) • Fiber Optic Patch Cords -_ total City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-104 RFB # 13-103 February 2013 � , C� �.1 L, , � � , , � � � , � ' ' ' , � , �� � ' , '�J � ' Ll � ' ' ' LJ �J � �� ' 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 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 Documentation and Training Contractor to supply 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 waterproof envelope with a side access attached to the inside of the door. At the 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 finro 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 provide a minimum of 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 configuration 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, telemetry, diagnostics, cabinet operation, preventative maintenance, computer software, and troubleshooting. Technical maintenance and troubleshooting instruction shall be the main focus. 3. Presentations shall be made by "factory trained personnel". Supplier shall provide all necessary equipment needed for the training. The instructional materials provided with the training sessions shall include the following information: 1. Table of Contents 2. Operating Procedure 3. Theory of Operation 4. Maintenance and Troubleshooting Information 5. Circuit Wiring Diagrams 6. Pictorial Diagrams of Part Locations 7. Timing Sheet 9-29.13(2) Flashing Operations Paragraph 2, Item 2 is deleted and replaced with the following: Police Flash Switch - The switch shall have two 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. When the flash switch is returned to the "Automatic" position, the controller City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-105 RFB # 13-103 February 2013 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 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 all controller and conflict monitor indications shall be available to the technician regardless of the position of the police panel flash. The controller shall restart with all- flash for a preset period of time. Section 9-29.13(2) is supplemented with the following: All cabinets shall be wired to flash red for all phases. Flashing display shall alternate between 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: 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 control 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 cable shall be GTT (formerly 3M) Opticom Model 138 shielded detector cable, or approved equal. No splicing will be allowed between 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 detector 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 otherwise noted in the plans. Indicator lights shall be actuated by utilizing the unused yellow output of pedestrian signal switch packs. 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 all 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 The controller 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 at City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-106 RFB # 13-103 February 2013 � �] �J � , � � � � � u � ' � l_J L _; � L_ 1 ' , � ' ' ' ' '� ' � ' ' � ' � J lJ ' �J 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 9-29.13(7)B Auxiliary Equipment for NEMA Controllers Paragraph 1, Item 1 is supplemented with the following: All flasher units shall as a minimum meet NEMA TS-2 1992, Section 6 requirements and shall be EDI Model 810 or approved equal. Paragraph 1, Item 2 is supplemented with the following: All load switches shall as a minimum meet NEMA TS-2 1992, Section 6 requirements and shall be EDI Model 510 or approved equal. Paragraph 1, Item 3a is deleted and replaced with the following: A 50-amp main breaker shall be supplied. This breaker shall supply power to the controller, MMU, signals, cabinet power supply, and auxiliary panels. Paragraph 1, Item 3b is deleted and replaced with the following: A 15-amp auxiliary breaker shall supply power to the fan, light, and GFI outlet. Paragraph 1, Item 3c is supplemented with the following: 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: A 50-amp, 125-VAC radio interference line filter shall be provided. Paragraph 1, Item 3 is supplemented with the following: g. A normally-open, 60-amp, solid-state device, "MANUFACTURER", "MODEL", or approved equivalent. f. The power panel shall be covered by an easily removable, clear Plexiglas cover. Paragraph 1, Item 4 is supplemented with the following: Inside the police door there shall be a flash switch, which shall be the only switch on that panel. The switch shall have two 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 shail have a protective cover, which must be lifted to operate the switch. Paragraph 1, Item 6 is supplemented with the following: Cabinets shall be equipped with a NEMA TS2 Type 16 Malfunction Management Unit. Paragraph 1, Item 7, sub-paragraph 1 is deleted and the section is supplemented with the following: City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-107 RFB # 13-103 February 2013. 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 The detector intertace panel shall support up to 32 channels of detection and four channels of preemption devices. Detector 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, one 4-channel preemption device, and one BIU. Paragraph 1, Item 8 is supplemented with the following: There shall be terminal strips for field wiring in the controller cabinet. The terminals shall be numbered in accordance to the field wiring chart included in these Specifications. A common buss bar with a minimum of 15 spare terminals shall be available after the cabinet is fully wired. In addition, a 15 terminal bar shalf 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 Wiring 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 Wire Terminations All wires terminated behind the main panel pressure or solderless connectors shall be used on main panels. , ' � � , ' �J LJ ' and other panels shall be SOLDERED. No used. Printed circuit boards shall NOT be , Field Terminal Locations Field terminals shall be located at the bottom of the backboard. Their order shall be left to right beginning with phase one and following the order of the load switches. Field terminals shall be of the Screw type per NEMA TS2 5.3.6. Paragraph 1, Item 9 is supplemented with the following: 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, Item 10 is deleted and replaced with the following: The cabinet shall have an incandescent lighting 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: All Controller and Malfunction Management Unit cables shall be of su�cient length to access any shelf position. All cables shall be encased in a protective sleeve along their entire free length. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-108 RFB # 13-103 February 2013 C_� , ' � � ' LJ , � ' ' ' � � � i �-- , '�J ' �J ' ' � ' �J I�� � ' � 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 Color Coding 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: 15. Main Panel Configuration - The main panel shall 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. 16. Lightning Suppression - The cabinet sha/l be equipped with an Innovative Technologies Model HS-P-SP-120A-60A-RJ or approved equivalent surge arrester. 17. Convenience Outlets - One convenience outlet with a ground fault interrupter and a second convenience outlet without ground fault inferrupter shall be fumished in the cabinet(s). The ground fau/t outlet shall be mounted one on right side of the cabinet, near the top she/f, and the non-ground fault outlet shall be mounted on the /eft side of the cabinet, near the top shelf. No out/efs shall be mounted on the door. The convenience outlets shall be placed on the circuit with the lamp socket which shaU 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. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-109 RFB # 13-103 February 2013 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 19. 20. 21. 22. 23. 24. Telemetry Interface Panel - All cabinets shall be wired with a telemetry interface panel and telemetry connecting cable 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). Preemption - The cabinet shall be completely wired to accept and service calls from GTT (formerly 3M) Opticom, Mode1764, phase-se/ector modu/es and their related optical-detector units. Buss Interface Unit - Buss interface units (BIUs) shall meet all TS2-1992 Section 8 requirements. In addition, all BIUs shall provide separate front panel indicator light emitting diode (LEDs) for Valid Data. Cabinet Power Supply - The cabinet power supply shall as a minimum meet all TS2-1992, Section 5.3.5 requirements. All power supplies shall also provide a separate front panel indicator LED for each of the four outputs. Front panel banana jack test points for 24 VDC and logic ground shall a/so be provided. Fiber Optic Interconnect - The cabinet shall be furnished with equipment to accommodate the fiber optic interconnect cable including an IFS model D9130 fiber to seria/ modem or approved equal and RuggedCom brand Ethemet switch(s) including RuggedSwitch RS900G (�ber on/y), RuggedSwitch RS900L (fiber and copper) and/or RuggedSwitch RS930L (copper only) or approved equal(s). Inside Contro/ Panel Switches - Service Panel Switches (a) Power Switches: There shall not be a main power switch inside the cabinet(s) that shall render all control equipment electrically dead when turned off. There shall be a controller power switch that shall render the controller 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 shall 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 identified as the Stop Time switch. Its positions shall be labeled "Normal" (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 or the conflict monitor unit. When the switch is in its "Off' position, stop-timing commands shall be removed from the controller. The "On" position of the switch shall cause the controller to stop timing. The switch shall be a general-purpose bat style toggle switch with .688-inch-long bat. The switch shalt have a protective cover, which must be lifted to operate the switch. (c) Technician Flash Switch: There shall 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 controller 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) Detector 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 disconnecUtest switches. (e) Preempt Test Switches: All Six preempt inputs shall have disconnecUtest switches. These switches shall have three positions labeled "Normal" (up) City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-1 I O RFB # 13-103 February 2013 � � J , L� � ' ' � ' ' , L� ��I ' ' ' �' , � � � � --� �, �� � � r � � 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 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 which shall connect the controller to the Opticom output: "OfP' (center) which shall isolate the controller from the Opticom output: and "Test" (down) which shall 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 fo/lowing: "Plug and Play" Cabinets are not acceptab/e. "Modular" Main Panels shall not be permitted. Paragraph 1, Item 1 is deleted and replaced with the following: Cabinet 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 0.125-inch-thick aluminum. 2. The cabinet shall be supplied with a natural finish inside and out, unless otherwise specified. 3. The door 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: The cabinet shall contain shelving, brackets, racks, etc., to support the controller and auxiliary equipment. Al/ equipment shall set squarely on shelves or be mounted in racks and shall be removab/e without turning, tilting, rotating or relocating one device to remove another. Shelf Height The cabinet shall be supplied 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: 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: d. A two position door stop assemb/y. Paragraph 1 is supplemented with the following: City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-111 RFB # 13-103 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 50 51 6. Additional Panel Space - Adequate space sha/l be left open for the addition of a master interface panel and an AVl interface panel. 9-29.14 Vacant Section 9-29.14 is deleted and replaced with the following: 9-29.14 Rectangular Rapid Flashing Beacon System The Rectangular Rapid Flashing Beacon System shall be a Spot Devices system utilizing an SC 315 Controller with SB435 High Performance (HP) Rectangular Rapid Flashing Beacons or approval equal system. The Controller with Rectangular Rapid Flashing Beacons (RRFB) shall meet all FHWA and MUTCD standards. The system shall be capable of activation by a variety of devices, including pushbuttons, microwave detectors, pedestrian-activated pads and passive activation bollards. The RRFB brightness and light emitting surface dimensions shall exceed the FHWA minimum standards and shall be capable of being viewed from distances of over 1000 feet during the day and over one mile at night. The system components shall mount quickly and easily to any pole, and construction shall be durable, corrosion-resistant and protect against wind, rain and vandalism. Based on proven, standards-based nefinrork and software technology, the controller with RRFB shall provide for remote system management without the installation or alteration of any other equipment or associated hardware, and require no locat host or client software. The system shall utilize GPRS/EDGE modem technology and closed-loop Transmission Control Protocol/Internet Protocol (" TCP/IP") over a Virtual Private Network ("VPN") to ensure reliable, secure communication. The GPS-equipped controller with RRFB shall be capable of being accessed from virtually any browser-enabled device via an intuitive user interface that displays the exact location of all systems within the enterprise on a map. System activation duration shall also be programmed via this easy-to-use interface. The system shall provide for on-demand activation of RRFBs for emergency or any other purposes; on-demand test of communication interruption (knockdown), battery health (solar only), RRFB outage and activation reports through the user interface; and communication interruption (knockdown), low battery (solar only), and RRFB outage diagnostics by proactive email. The Rectangular Rapid Flashing Beacon System shall consist of the following components: 1. System Server: The System Server shall be housed in one or more independent facilities with on-premises 24/7 security staff and Uninterruptible Power Supply ("U PS"). 2. Controller: The Controller shall be equipped with a GPRS/EDGE modem and GPS receiver attached to its antenna unit, and the system shall not require the installation or alteration of any other equipment or associated hardware, such as traffic signal controllers, Ethernet connections, local radios, local wireless connections or local networks. 3. Rectangular Rapid Flashing Beacons: The RRFB housing shall contain two primary light bars mounted in compliance with MUTCD requirements, but exceeding the minimum 5" W x 2" H size and MUTCD total light emission requirements. In addition to the primary light bars, the housing shall have City of Federal Way RFB # 13-103 21st Avenue SW at SW 336th Street February 2013 Intersection Improvements ' SP-112 � � L__1 � u �I�'� � � � � � � � � � � r 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 4. 5. � 7 � �7 10 smaller secondary fight bars mounted on each end for pedestrian notification, arrayed in a 0.4" W x 2" H rectangle. The secondary light bars shall have optional opaque covers if pedestrian notification from either or both ends of the housing is not desired. The overall dimensions of the RRFB unit shall be 29"W x 4"H x 1.5"D. The LEDs used in both the primary and secondary light bars shall be rated for a minimum 15-year life, and the light bars shall not protrude beyond the surface of the housing, shall not be mounted to the housing with exposed screws, and shall be covered with polycarbonate windows for durability and vandal resistance. The RRFB shall draw attention at distances greater than 1000 feet during the day and over 1 mile at night. The controller shall adjust RRFB brightness as outside light levels change befinreen day and night, being brighter during the dayand less bright at night. Rectangular Rapid Flashing Beacon Housing: The RRFB housing shall be made of powder-coated aluminum with a minimum thickness of 0.125", and shall provide a mounting mechanism allowing for directional rotation of the primary light bars toward oncoming traffic at curves, corners, and roundabouts. Activation Devices: The controller shall be capable of being activated by a variety of devices, including pushbuttons, microwave detectors, pedestrian- activated pads and passive-activation bollards. Communication Protocols: Each controller shall be equipped with a GPRS/EDGE modem and GPS receiver attached to its antenna unit. For security and reliability purposes, communication befinreen the System Server and the controller shall utilize the closed-loop Transmission Control Protocol/Internet Protocol ("TCP/IP") over a highly secure Virtual Private Network ("VPN") in addition to the intrinsic security provided by the cell network encryption. Communication between the System Server and any desktop, notebook, netbook, tablet or smartphone running a mainstream browser, such as Internet Explorer, Firefox, Chrome or Safari ("Capable Device"), shall be via a secure (https) website and shall also use TCP/IP protocol encrypted using the same machinery employed in electronic funds transfer. No Local Software: No local host or client software and its associated maintenance updates shall be required. Remote Management: The controller shall be remotely managed for purposes of activation duration setting and maintenance. Remote management shall be performed over a cellular M2M network and the internet, from anywhere an internet connection can be made by a Capable Device. Multiple users from any locations with internet access shall be able to perform system management operations simultaneously. Intuitive User Interface: Using unique user names and passwords, users shall be able to access the graphical, browser-based User Interface ("UI"). For ease of system management, the UI shall use intuitive graphics, and the UI shall display an icon representing each controller with its name and exact location on a map. Security access shall be hierarchical, and allow system administrators to assign system administrator, scheduler/editor or viewer-only permission to individual users. On-Demand Activation, Test and Reports: Each system shall provide on- demand activation of RRFBs for emergency or any other purposes; on-demand test of communication interruption (knockdown), battery health (solar only), Beacon outage, and activation reports through the user interFace. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-113 RFB # 13-103 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 11. Proactive Diagnostics: Each system shall generate proactive daily RRFB outage, battery health and communication interruption (knockdown) diagnostics delivered by email to a configurable set of recipients. 12. Enclosure: The controller shall be housed in a vanda�-resistant, aluminum, NEMA 3R pole-mounted cabinet with a lockable, hinged door. 13. Power Options: The controller unit shall be available in solar 12 VDC, 35 AHr equipped with 90W solar panels, or in 120 VAC, 50W versions. Solar-powered systems shall provide a minimum.of 15 days of back-up battery power in the absence of sunlight while operating at full brightness and at standard usage levels. The controller with RRFB System shall be supported by a fiivo year warranty. 9-29.15 Flashing Beacon Control Section 9-29.15 is deleted and replaced with the following: The solar powered, calendar-activated, remote management capable school zone flashing beacon system shall be a Spot Devices SC315 School Zone Beacon System or approved equal. The system shall be designed upon standards-based nefinrork and software technology providing for calendar-based remote system management without the installation or alteration of any other equipment or associated hardware. The network-based system shall provide for secure, simultaneous access by multiple users via virtually any browser- enabled desktop, notebook, tablet or smartphone anywhere an internet connection is available. The Controller itself shall be equipped with a GPRS/EDGE modem and GPS receiver. This equipment shall utilize closed-loop Transmission Control Protocol/Internet Protocol (" TCP/IP") over a Virtuat Private Nefinrork ("VPN"); ensuring reliable and secure communication befinreen the Controller and system server. In addition, the calendar time base shall be derived from GPS time kept by ultra-accurate atomic clocks to ensure on- time beacon activation. The school zone beacon system shall require no local host or client software, and the user interFace shall be quickly and easily accessed from any browser-enabled device by multiple users at the same time. Programming shall be via an easy-to-use interFace allowing remote scheduling and maintenance of beacon systems with up to 10 year calendars. The controller shall have up to 12 months of calendar data stored locally to ensure timely activations in virtually all circumstances. The system shall provide for on- demand activation of beacons for emergency or any other purposes; on-demand test of communication interruption (knockdown), battery health (solar only), beacon outage and activation reports through the user interface; and communication interruption (knockdown), low battery (solar only), and beacon outage diagnostics by proactive email. The School Zone Beacon System shall consist of the following components: 1. System Server: The system server shall be housed in one or more independent facilities with on-premises 24/7 security staff and uninterruptible power supply ("U PS"). City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-114 RFB # 13-103 February 2013 � � ,� � � �� � � � � i ed with a GPRS/EDGE modem and 1 2. Controller. The controller shall be equ pp 2 GPS receiver attached to its antenna unit, and the system shall not require the � 3 installation or alteration of any other equipment or associated hardware, such as 4 traffic signal controllers, Ethernet connections, local radios, local wireless 5 connections or local networks. �i 6 3. Beacon: The beacon housing and frame shall be made of aluminum, and the 7 beacon bulb shall have at least 150 individual LEDs. The total light emission per 8 beacon shall be greater than 678 candelas. The beacon shall draw attention at � 9 distances greater than 1000 feet during the day and greater than 1 mile at night. 10 4. Communication Protocols: Each controller shall be equipped with a 11 GPRS/EDGE modem and GPS receiver attached to its antenna unit. For � 12 security and reliability purposes, communication between the system server and 13 the controller shall utilize the closed-loop Transmission Control Protocol/Internet 14 Protocol ("TCP/IP") over a highly secure Virtual Private Network ("VPN") in 15 addition to the intrinsic security provided by the cell nefinrork encryption. � 16 Communication between the System Server and any desktop, notebook, 17 netbook, tablet or smartphone running a mainstream browser, such as Intemet _ 18 Explorer, Firefox, Chrome or Safari ("Capable Device"), shall be via a secure �` 19 (https) website and shall also use TCP/IP protocol encrypted using the same 20 machinery employed in electronic funds transfer. 21 5. No Local Software: No local host or client software and its associated � 22 maintenance updates shall be required. 23 6. Remote Management: The controller shall be remotely managed for purposes of 24 beacon activation, scheduling and maintenance. Remote management shall be � 25 performed over a cellular M2M network and the internet, from anywhere an 26 internet connection can be made by a Capable Device. Multiple users from any 27 locations with internet access shall be able to perform system management � 28 operations simultaneously. 29 7. Intuitive User Interface: Using unique user names and passwords, users shall be 30 able to access the graphical, browser-based User Interface ("UI"). For ea$e of 31 system management, the UI shall use intuitive and familiar calendar graphics for � 32 time-of-day programming, shall allow a given calendar to be applied to any group 33 of one or more systems in a single scheduling operation. In addition, the UI 34 shall display an icon representing each controller with its name and exact � 35 location on a map. Security access shall be hierarchical, and allow system 36 administrators to assign system administrator, scheduler/editor or viewer-only 37 permission to individual users. 38 8. Redundant Calendar: There shall be no limit for day schedule on-off times. The 39 user shall be able to configure calendars with a minimum of 10 years of 40 scheduling. The controller shall have up to 12 months of calendar data stored � 41 locally so that in the event of an interruption of network communication, the 42 controller shall be able to maintain scheduled activations. 43 9. On-Demand Activation, Test and Reports: Each system shall provide on- � 44 demand activation of beacons for emergency or any other purposes; on-demand 45 test of communication interruption (knockdown), battery health (solar only), 46 Beacon outage, and activation reports through the user interface. 47 10. Proactive Diagnostics: Each system shall generate proactive daily beacon �' 48 outage, battery health and communication interruption (knockdown) diagnostics 49 delivered by email to a configurable set of recipients. 50 11. Enclosure: The controller shall be housed in a vandal-resistant, aluminum, � 51 NEMA 3R pole-mounted aluminum cabinet with a lockable, hinged door. The City of Federal Way RFB # 13-103 21st Avenue SW at SW 336th Street February 2013 � Intersection Improvements SP-115 enclosure shall be mounted at a height consistent with ADA guidelines while not requiring a bucket truck from maintenance. 12. Power Options: The controller unit shall be available in solar 12 VDC, 35 AHr equipped with 90W solar panels, or in 120 VAC, 50W versions. Solar-powered systems shall provide a minimum of 15 days of back-up battery power in the absence of sunlight while operating at full brightness and at standard usage levels. The school zone beacon system shall be supported by a two year warranty. 9-29.16 Vehicular Signal Heads, Displays, and Housings Paragraph 2, is deleted and replaced with the following: All lenses shall meet I.T.E. specifications for light output with 12-inch-diameter faces. All vehicular signal heads shall be dark qreen 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. All hardware for attaching visors and back plates shall 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 deleted and replaced with the following: 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 traffic signal lenses and shall conform to the specifications of ITE Standards (Standards for Adjustable Face Vehicle Tra�c Control Signal Heads, 1977 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) type and shall be from one of the following manufacturers: Dialight Corporation 1913 Atlantic Avenue Manasquan, NJ 08736 Telephone: (732) 223-9400 FAX: (732) 223-8788 GELcore, LLC 6810 Halie Drive Valley View, OH 44125 Telephone: (216) 606-6555 FAX: (216) 606-6556 City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-116 Precision Solar Controls, Inc. 2960 Market Street Garland, TX 75041 Telephone: (972) 278-0553 FAX: (972) 271-9583 RFB # 13-103 February 2013 � � � ,� � � � � � � � � � � �i � 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 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 tra�c 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 light 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 will show an open switch to the conflict monitor when less than 60 percent of the LEDs in the unit are operational. Each LED signal module shall conform to the current standards in Institute of Transportation Engineers (ITE) 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 label 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 to 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 modules. All warranty documentation shall be given to the Engineer prior to installation. 9-29.16(2)B Signal Housing The following is added to the end of the first paragraph: The signal housing shall be designed to withstand winds of 80 miles per hour with a 0.25-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 9-29.17 is supplemented with the following: 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. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-117 RFB # 13-103 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 50 51 52 53 Components for type D and type K mounting hardware shall be per Section 9-29.17 of the Standard Specifications. All components shall be painted with traffic-signal dark qreen baked enameL 9-29.18(3) Vacant Section 9-29.18(3) is deleted and replaced with the following: 9-29.18(3) Video Detection System NEW SECTION 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 equal 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 networking of system components through a variety of industry standard and commercially available infrastructures 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 digital communications transport configurations. In terms of the software application side of the network, the system shall be integrated through a client-server relationship. A communications server application shall provide the data communications interface between 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 shall execute simultaneously on the same host or multiple hosts, depending on the nefinrork 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 Vision 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. City of Federal Way RFB # 13-103 21 st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-118 � � � � ,� � � � � � ,� ,� � � 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 55 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 (on/off). The MVP sensor shall be capable of optionally storing cumulative traffic statistics internally in non-volatile 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, Ethemet-ready, Internet Protocol (IP) address and shall be addressable with no plug in devices or converters required. The MVP 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 connected 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 perForm basic configuration, maintenance and video streaming services. There shall be a suite of client applications that reside on the host clienUserver PC. The applications shall execute under Microsoft Windows 7, Vista or XP. Client applications shalt include: 1. Master network browser: Learn a network of connected modular 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 detector 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 logs 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 alarms and store on PC storage media. 6. Communications server: Provide fault-tolerant, real-time TCP/IP communications to/from all devices and client applications with full logging for systems integration. Machine Vision Processor (MVP) Sensor City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-119 RFB # 13-103 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 54 55 The MVP sensor shall be an integrated imaging color CCD array with zoom lens 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 for 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 integrated 22x zoom lens that can be changed using configuration computer software. The digital 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, 50/60Hz at a maximum of 25 watts. The camera and processor electronics shall consume a maximum of 10 watts 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, Vista or XP operating system with a keyboard and mouse. The detection zones shall be superimposed on images of the tra�c 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 zones 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 to 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 optimal detection may be obtained when the MVP is mounted directly above the traveled lanes, the MVP shall not be required to be directly over the roadway. The MVP shall be able to view either approaching or receding traffic 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 shall be able to simultaneously monitor a maximum of six (6) traffic 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 sensors to communicate real-time detection states and alarms to a local traffic signal controller. It shall comply with 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 shall 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 Interface 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 City of Federal Way RFB # 13-103 21 st Avenue SW at SW 336th Street February 2013 Intersection Improvements SP-120 � �' � ��, � � � � � � � E 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 predefined wire termination blocks 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 interface 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 installation 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 far 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 shall 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: 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 shall be in continuous communication with each pedestrian pushbutton station through direct Ethernet 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 shalt be made using factory produced cables with modular plugs. City of Federal Way 21st Avenue SW at SW 336th Street Intersection Improvements SP-121 RFB # 13-103 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 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 pe